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Home My WebLink About38723-ZNo: 37382 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 1/13/2015 Date: 1/13/2015 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25, Orient, SCTM #: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/19/2014 pursuant to which Building Permit No. 3§723 dated 3/19/2014 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: wireless communication monopole with equipment as applied for per ZBA #6533 dated 2/15/2012 (New Cin lar Wireless/AT & T) The certificate is issued to MQh Enterprises Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38723 7/24/2014 th Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE VSOUTHOLD, 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 #: 38723 Date: 3/19/2014 Permission is hereby granted to: Mgh Enterprises Inc PO BOX 333 NY 11957 To: Install a Wireless Communication monopole with related equipment per Planning Board & ZBA & Trustee approvals. Flood Permit Included. Replaces BP 37803. At premises located at: 40200 Route 25, Orient SCTM # 473889 Sec/Block/Lot # 15.-9-8.1 Pursuant to application dated To expire on 9/18/2015. Fees: 3/19/2014 and approved by the Building Inspector. x PERMIT RENEWAL Total: Building Inspector $750.00 $750.00 (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37803 Date: 2/12/2013 Permission is hereby granted to: Mgh Enterprises Inc PO BOX 333 NY 11957 To: install a Wireless Communication monopole with related equipment per Planning Board & ZBA & Trustee approvals; Flood Permit included At premises located at: 40200 Route 25. Orient SCTM # 473889 Sec/Block/Lot # 15.-9-8.1 Pursuant to application dated 9/21/2012 To expire on 8/14/2014. Fees: and approved by the Building Inspector. WIRELESS COMMUNICATIONS - NEW FACILITY $750.00 Flood Permit $100.00 CO - ACCESSORY BUILDING $50.00 Total: $900.00 Building Inspector 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 #: 37803 Date: 2/12/2013 Permission is hereby granted to: Mgh Enterprises Inc PO BOX 333 NY 11957 To: install a Wireless Communication monopole with related equipment per Planning Board & ZBA & Trustee approvals; Flood Permit included At premises located at: 40200 Route 25. Orient SCTM # 473889 Sec/Block/Lot # 15.-9-8.1 Pursuant to application dated 9/21/2012 To expire on 8/14/2014. Fees: and approved by the Building Inspector. WIRELESS COMMUNICATIONS - NEW FACILITY $750.00 Flood Permit $100.00 CO - ACCESSORY BUILDING $50.00 Total: $900.00 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. *Public utility wireless telecommunications facility New Construction: X* Old or Pre-existing Building: (check one) Location of Property: 40200 Main Road Orient House No. Street Hamlet Owner or Owners of Property: M.G.H. Enterprises, Inc. Suffolk County Tax Map No 1000, Section 15 Block 9 Lot 8.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: New Cingular Wireless PCS, LLC ("AT&T") Health Dept. Approval: Underwriters Approval: Planning Board Approval: Planning Board Site Plan and Special Exception Approvals, dated September 18, 2012 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50.00 New Cinar Wirel ss CS, LLC QBy: Applicant Signature Doug Hall, President of Shore 2 Shore Wireless, Inc., Agent for Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 SOjig !/jyo� 0 �l • �Q y�DUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(aD-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCF SITE LOCATION Issued To: AT&T Wireless Address: 40200 Main Rd (Rt 25) City: Orient St: NY Zip: 11957 Building Permit #: 38723 Section: 15 Block: 9 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Charles M Dwyer Inc License No: 4278 -me 51TE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New X 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 2 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 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, supply A/C power to AT&T monopole / battery cabinet, all D/C power for antenas and controls, 1 -outdoor light Notes: Inspector Signature: Date: July 24 2014 81 -Cert Electrical Compliance Form.xls SOpjy�� H � 461 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLUMBING [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Z � INSPECTOR' 36 �z3-:e�— TOWN OF SO Jz [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND 765.1 [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRIXTION [ ] ELECTRICAL (ROUGH) DEPT. TION [ ] ROUG UMBING [ ] 1 CATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION _, [ ] CAULKING DATE Al � Cz-� INSPECTOR • 1 • � Imo. � E - ------------------- INSULATION STATE ENERGY • 1 -ADDITIbNAL COMYIENTS .1 J,? Mon G ��► �� i�art • - ' :. r1� A rl w ON / r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOL% NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 . ✓4 secs of Building Plans 3 7� Planning Board approval -k'S'urvey PERMIT NO.Z -Check Examined i/�' 3 .20 /2— Approved d/,;?- , 20 13 Disapproved a/c 04 rD , U SEP . 2 0 2011 Septic Form ---N.Y.S.D.E.C. -'Trustees Mood Permit �ik+-•�� -Storm-Water Assessment Form ��-•• Contact: Attorney for Applicant: . Mail to: Re, Nielsen, Huber & Coughlin, LLP 36 N. New York Ave., Huntington, NY 11743 Phone. 631-425-4100 Building Inspector TION FOR BUILDING PERMIT Date S0-0�eM 6tl- al , 20_U_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing cede, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PCS, LLC (Signature of applicant or name, if a corporation) 1444 E. Jericho Tumpike, Huntington, NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is Lessee Name of owner of premises M.G.H. Enterprises, Inca Oxen TTff nnjI��ccggnn g g �p�p�g�jp�, g� the tax roll or latest deed) Ne,g0ngulart Wireless YC;S, LL( g % orlZCd officer (Name and title of Joseph Sweet, System Dev Builders License No. \ 1 Plumbers License No. N/A Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Orient Hamlet yknao Mew f" bembW ° 10.ON *t0t'" ItArMp►I+MllWA0*3ection 15 Block 9 Lot Subdivision Filed Map No. Lot 8.1 2. State existing use and oceupsncy.of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Restaurant and Marina b. Intended Use and occupancy Public Utility Wireless Telecommunications Facility 3. Nature of work (check which applicable): New Buildingv Addition Alteration Repair �RemovalDemolition Other Work Applicant .proposes to erect a 70' monopole, instate public utility wireYess telecommunications antennas.therein, (Description) and install related equipment -an ground, all as.de ted in the plans submitted herewith 4. Estimates Cost (To be paid on filing this application) 5. If dwelling, number of dwelling units /A Number of Awelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Restaurant and Marina 7. Dimensions of existing structures, if any: Front Rear Depth Height Numbor of Stories Dimensions of same structure with alterations or addMons: Front Rear Depth. Height Number of Stories ** 8. Dimensions of entire new construction Front Rear Depth - Height Number of Stories **701 stealth monopole +/- 4.64 acres VOC sq. ft. AT&T equipment area 9. Size of lot: Front Rear Depth 1. December 8, 1999 1: George F. Hasse (Eastern portion of property) 10. Date of Purchase2 March 29. 1979 Name of Former Owner .2. Fitz -Arnold Realty Co. (Western portion of property) 11. Zone or use district in which premises are situated MII Marine H 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO. 13. Will lot be re -graded? YES X NO Will excess fill be removed from premises? YES X NO 40200 Main Road 14. Names of Owner.ofppremises M.G.H. Enterprises, Inc Ad orient, NY 11,957 Phone No. _ Name of Architect William F. Collins, AIA Architects, Address 12-1 Technology Dr. Phone No 631-689-8450 Name of Contractor Address a et, Phone No. _ 15 a. Is this property within 100 feet of a tidal wetland ora freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property.within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with aspect to this property? * YES NO X *IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_-) Joseph Sweet being dilly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Lessee / Applicant (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have Performed the said work and to make and file this application; that al l statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw rnfo20� re me ' Vic*)) Brennan, Esq day of New jingula i ess CS, LIkoWy pilrliC, Stale of NOW YOrk By Na„ �2BRS072i�Z Tgtk Notary Public a of = + I�pIN Josep weet, System Development Manager John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 1030C Date: August 14, 2014 THIS CERTIFIES that the 70' stealth monopole: installation of public utility wireless telecommunications antennas: installation of related equipment and landscaping, on grounds At Orient By The Sea Marina, 40200 Main Road, Orient, New York Suffolk County Tax Map # 15-9-8.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 21, 2012 pursuant to which Trustees Wetland Permit #7924 Dated October 17, 2012, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the 70' stealth monopole, installation of public utility wireless telecommunications antennas: installation of related equipment and landscaping on grounds. The certificate is issued to NEW CINGULAR WIRELESS PCS, LLC owner of the aforesaid property. L/ *0% 6M0 _W_ Authorized Signature This letter is a modification to the original permit, and as such, shall be av ' at the job site whenever authorized work is In progress. All other terms and conditions remain as written I he orlgi i permit. Ince r y, h ` A. Wislan cc: file Depu ministrator ' BOH -TW Re, Nielsen, Huber & Coughlin LLP _��_�_. ._ _. —.. +... .......-�..... ...�..��. a......rr Xrrw� w I.. IWi~to% v1 pow 1gyY0pL, lV reissue and mom iiia referenced permit, and the request has'been reviewed pursuant to the Uniform.'Procedures Regulations (6NYCRR Part 621).The pormlt ' Is heraby extended to 0e661n1ber 1712098. Additionally, the permit has been modified as follows: Reduction In pale height to 7W and removal of ordbo ad 'MatroPCS around Deput)kPermft lnistmtor cc: file BOH -TW Re, Nielsen, Huber & Coughlin LLP Under the°Envywwwo DESCRIPTION OF AUTHORIZED ACTIVITY Construct telecommunication facility Including 100 ft high pole, equipment platform and trenched conduit All work shall be done in accordance With the attached plans stamped NYSDEC approved on 12118106. By nos of this permit, the permute r' ECL, all a r regulations, the ©en d pecffT Dermit. , ADDRESS y(/ e c id. any Special Conditions inoludod as pat of this 50 Circle Road Stony S= NY 11790 - 3400 IPace 1 of 4 ConeerVatfon raw � f t. �lM+lam Ir1fu i` 3 W T ieft ■ �� amore 15, Title WI Prot mft of Waters d Artida 17,'TI5w 7, & SP= 0 Auld& Z7, T111w lk, O YCtRR 373: "Tide Hezardoua weeta' © Arftde 15, 15: Wetsr Supply, 0 Article 19: Air Pollution Control 0 Arftals ft Coasted Erosion O A" 15, fill& 15., W#w Trxwpw 0 Article 23, TrJe 27. KbW Land Marrapement Reclamation C3 Ardde 15,1]1191& Long Island Wells 0 :Article 36 Floodplain Managerner t 0 Artlole 24; FreshwaW Wetlands 0 Artce 15, Title 27 Wild, Scenic and ❑ Artidee 1, 3,17,18, 27, 37; BNYORR RSwaso w Rivers, 9 Artlale 25. Tidal Wetlands 3110: Radation Co" O BNYCRR 605: Water Queft Owtitication 0 Articts 27, Titre 7; BNYORR 380: Sdhi. 'PERMIT ISSUED TO „-�, .. TELEPHONE NUMBER �! X424 ADDRESS b P NOI i`i'EE P Ct. .Y: 11987 CONTACT PERSON FOWOEI MITTED WORK TELEPHONE NUMBER mft Retanre rams Ino.'1 Route 31. South Anre►dat .00 NAME ANDAjlJbRE38 OF PROJECT/FACiLITY Orient the Sea Me 40200 Main Road Orient PointN.Y. 11867 COUNTY' TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold E: N DESCRIPTION OF AUTHORIZED ACTIVITY Construct telecommunication facility Including 100 ft high pole, equipment platform and trenched conduit All work shall be done in accordance With the attached plans stamped NYSDEC approved on 12118106. By nos of this permit, the permute r' ECL, all a r regulations, the ©en d pecffT Dermit. , ADDRESS y(/ e c id. any Special Conditions inoludod as pat of this 50 Circle Road Stony S= NY 11790 - 3400 IPace 1 of 4 DEC err nwWreER PAGE 2 of 4 1-4738-00898100018 DEC POW NUM ER PAC3E' 3 of 4 1-4738-00898100018 TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 17, 2011 TO: Re: Nielsen, Huber & Coughlin LLP for New Cingular Wireless LLC 36 North New York Avenue Huntington, New York 11743 Please take notice that your application dated September 29, 2011 For permit to install a wireless comm. tower & equipment at Location of property: 40200 Main Rd., Orient, NY County Tax Map No. 1000 - Section 15 Block 9 Lot 8.1 Is returned herewith and disapproved on the following grounds: The proposed construction in the MII District is not permitted pursuant to Article XVII Section 280-70(i)(3), which states: "Minimum distance of all wireless equipment to adjacent residential property lines shall be no less than 500 feet.. The proposed construction requires Planning Board site plan review & special exception approval per Section 280-70B of the Town Code. Authorized Signature CC: file, ZBA, & Planning Board Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 17, 2011 Date: Amended Nov. 9, 2011 TO: Re, Nielsen, Huber & Coughlin LLP for New Cingular Wireless LLC 36 North New York Avenue Huntington, New York 11743 Please take notice that your application dated September 29, 2011 For permit to install a wireless comm. tower & equipment at Location of property: 40200 Main Rd., Orient, NY County Tax Map No. 1000 - Section 15 Block 9 Lot 8.1 Is returned herewith and disapproved on the following grounds: The proposed construction in the MII District is not permitted pursuant to Article XVII Section 280-70(i)(3), which states: "Minimum distance of all wireless equipment to adjacent residential property lines shall be no less than 500 feet.. Also, the proposed tower location is not permitted pursuant to Article XIII, Section 280-56, the Bulk Schedule. The required side yard setback is 25'. The proposed setback is approximately 7.1'. The proposed construction requires Planning Board site plan review & special exception approval per Section 280-70B of the Town Code. In addition, Trustees and DEC approval required. Authorized Signature CC: file, ZBA, & Planning Board ,�jy BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 15, 2012 ZBA FILE: 6533 NAME OF APPLICANT: MGH Enterprises, Inc./New Cingular Wireless, LLC PROPERTY LOCATION:40200 Main Road (adj. to Gardiners Bay) Orient NY SCTM#1000-15-9-8.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 12, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 30, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is a conforming lot in the MII zone. It is improved with a one story frame restaurant with attached deck, accessory one and two story building, along with boat slips. It has 181.72 feet of frontage on Main Road (SR 25), 752.00 feet along the eastern property line, 348.41 feet on Gardiners Bay and 1000.01 along the western property line as shown on the survey dated 4-6-2006 last updated 10- 27-2011 prepared by Hawkins Webb Jaeger, PLLC. BASIS OF APPLICATION: Request for Variances from Article XVII Code Section 280-70i(3) and Article XIII Section 280-56 (Bulk Schedule), based on an application for building permit to install a wireless telecommunication tower and equipment and the Building Inspector's October 17, 2011, amended November 9, 2011 Notice of Disapproval at; 1) less than the code required distance to adjacent residential property line of 500 feet, 2) less than the code required side yard setback of 25 feet. RELIEF REQUESTED: The applicant requests variances to install a new wireless communication tower and equipment at 7.1 feet from a residential property line where the code requires minimum distance shall be no less than 500 feet and a side yard setback of 7.1 feet where the code requires 25 feet. ADDITIONAL INFORMATION: The Zoning Board requested comments from the Planning Board. In memorandum dated December 20, 2011, the Planning Board stated they just received the Site Plan and Special Page 2 of 3 — February 15, 2012 ZBA File#6533 — MGH Enterprises, Inc. New Cingular Wireless, LLC CTM: 1000-15-9-8.1 Exception applications and have not yet determined their completeness. The Planning Board requested a condition be added to the decision stating the proposed height and location are necessary and confirmed by the Planning Board as per Town Code. The applicant submitted, on Feb. 6, 2012, a letter from NYS Office of Parks, Recreation, and Historic Preservation indicating that the applicant's proposed project will have "no effect upon the cultural resources in or eligible for inclusion in the National Registers of Historic Places;" and a cover letter explaining that that State was duly notified by certified mail about the public hearing and had not replied and did not appear in opposition . FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. _Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding area is of mixed uses containing a marina, a restaurant, an office building and parking lot used by Plum Island employees, a large interstate ferry terminal and a residential development. Any detriment is mitigated by the placement of the tower at the southernmost end of the property which is the farthest distance from the existing buildings and residences in the area. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because any proposal to construct a cellular tower to fill in the gap in coverage that is proposed by this request in this area of Southold Town would require similar or larger variances. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. The code required minimum distance of all wireless equipment adjacent to residential property lines is no less than 500 feet, the applicant is proposing a 7.1 foot setback, representing a greater than ninety eight percent (98%) relief from the code. Also the requirement of a 25 foot minimum side yard setback is proposed to be reduced to 7.1 feet; this represents a seventy percent (70%) relief from the code. However, the residential property in question is owned by Long Island State Park Commission (Orient State Park) and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. With respect to the physical impact on the neighborhood, the Board finds, based on the report submitted by the applicant titled "Proposed Public Utility Wireless Communications Facility Orient By the Sea" Prepared by VHB Engineering surveying and Landscape Architecture, PC, that the location is the least obtrusive, given the uses in the surrounding area and the limited choice of locations for siting such a structure. As for the environmental conditions with respect to the radio frequency emissions, the total amount emitted will be more than 48 times below the limit established as safe for continuous human exposure as set by the FCC and stated on page 12 (Compliance Conclusion) of the report titled "Antenna Site FCC RF Compliance assessment and Report submitted by the applicant's expert consultant 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant choose the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to choosing this location. However, the difficulty is actually caused by the lack of any parcel within the proposed effective range of the proposed tower that would not need even more extreme variances. Page 3 of 3 — February 15, 2012 ZBA File#6533 — MGH Enterprises, Inc./New Cingular Wireless, LLC CTM: 1000-15-9-8.1 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new wireless telecommunication tower and equipment while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Schneider, and duly carried, to GRANT, the variance as applied for, and shown on the site plan prepared by William F. Collins, AIA, Architects, LLC and dated 4/27/06 last revised 10/28/11 and the survey dated 4-6-2006 last updated 10-27-2011 prepared by Hawkins Webb Jaeger, PLLC. Subject to the following conditions: CONDITIONS: 1. The height and location variances granted in this decision is subject to the Applicants receiving site plan and Special Exception approvals and confirmation of the necessity of the proposed location and height, as per Town code, from the Southold Town Planning Board. 2. Although the drawings approved in this decision refer to a monopole designed to telescope to 90 feet in height, this decision is not a de facto height variance. The MI1 zone permits a maximum of 80 feet for cell towers; and should the applicant deem it necessary in future to increase the height of the monopole beyond what the code permits, they must return to the ZBA for a height variance. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dinizio, Horning. Member Goehringer was absent. This Resolution was duly adopted (4-0). 0 - F4 Leslie Kanes Weisman, Chairperson Approved for filing ,', / %(a. /2012 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR September 18, 2012 PLANNING BOARD OFFICE TOWN OF SOUTHOLD John Coughlin, Esq. c/o Re, Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 i SEP 20 2012 TOLD Re: Approval: Special Exception for New Cingular Wireless/MGH Enterprises Located at 40200 NYS Rt. 25, ±400' east of Cedar Beach Rd, Orient SCTM#1000-15-9-8.1 Zoning District: Marine -II Dear Mr. Coughlin: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, September 17, 2012: WHEREAS, an application for a Special Exception & Site Plan Approval for a wireless communication facility was accepted for review on January 9, 2012, including a site plan prepared by William F. Collins, dated April 1, 2009; and WHEREAS, the Southold Town Planning Board reviewed the above -referenced request for a Special Exception for the proposed construction of a 70' monopole wireless facility having internally mounted antennas at 67' and 57' for New Cingular Wireless along with related base equipment on a 400 s.f. area. The site includes an existing restaurant and boat marina on 4.7 acres in the M -II Zoning District, Orient; and WHEREAS, on January 31, 2012, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; and WHEREAS, the submission by the applicant has been reviewed and corroborated with an independent radio frequency engineer retained by the Town to assist in the review process; and WHEREAS, on March 12, 2012, a public hearing was held and closed; and New Cingular/MGH Page Two September 18, 2012 WHEREAS, on March 23, 2012, the Town of Southold LWRP Coordinator reviewed the above -referenced project and had recommended the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on August 8, 2012, the Southold Town Building Inspector reviewed the plan and certified that the proposed action is a permitted use in this Marine -II Zoning District; and WHEREAS, on September 17, 2012, the General Requirements in §280-70 were met; and WHEREAS, on September 17, 2012, the Southold Town Planning Board made a determination that the applicant has satisfied the requirements for a Special Exception pursuant to Town Code §280-142 based on the following: 1. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. 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. 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. 4. That the use will be in harmony with and promote the general purposes and intent of this chapter. 5. That the use will be 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. 6. That all proposed structures, equipment and material shall be readily accessible for fire and police protection; and WHEREAS, on September 17, 2012, 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. Construction of the proposed facility or modification of the existing facility is 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 has made substantial effort to co -locate with existing wireless facilities, or, failing that, has made substantial effort to locate on municipally - owned land or structures, or within or on existing buildings or structures. 3. There are compelling reasons which make it more feasible to construct the proposed facilities rather than alternatives; therefore, be it RESOLVED, that the Southold Town Planning Board, pursuant to 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 grants a Negative Declaration; and be it further New Cinaular/MGH Page Three September 18, 2012 RESOLVED, that the Southold Town Planning Board hereby finds and determines 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 as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that after deliberation of the application and consideration of the above factors, the Southold Town Planning Board grants a Special Exception for the Wireless Facility as shown in the site plan application for "New Cingular Wireless/MGH Enterprises", prepared by William F. Collins, dated April 1, 2009, and last revised August 11, 2012. Please also note the following requirements in the Southold Town Code relating to Special Exceptions: 1. Any Special Exception Approval granted under this article shall have a term of five years, commencing from the granting of the Special Exception, which may be extended for an additional five-year term upon application to the Planning Board. 2. On a renewal application, the applicant shall demonstrate that the wireless communication facility is in compliance with all applicable laws, rules and regulations and with all of the conditions of the Special Exception Approval and site plan, that the facility is necessary to provide adequate service, and that there is no reasonable alternative available to the owner which will provide adequate service without the continuing use of the facility. 3. Subsequent Special Exception renewals shall be subject to review by the Planning Board and subject to such standards that shall be included in the Town Code at that point in time. Enclosed please find a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. ilcenski Chairman Encl. cc: Town Engineer Building Dept. PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN :H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non -Significance September 17, 2012 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: New Cingular Wireless/MGH Enterprises SCTM#: 1000-15-9-8.1 Location: 40200 NYS Route 25, Orient SEQR Status: Type I O Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This revised site plan is for the proposed construction of a 70' monopole wireless facility having internally mounted antennas at 67' and 57' for New Cingular Wireless along with related base equipment on a 400 s.f. area. The site includes an existing restaurant and boat marina on 4.7 acres in the M -II Zoning District, Orient. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. The action was granted a setback variance on February 15, 2012 by the Southold Town Zoning Board of Appeals. Neaative Declaration Page Two September 17, 2012 The property is zoned Marine II (M -II). Zoning districts located within the vicinity of the parcel include R-400 to the west (Orient State Park), R-40 (Residential) to the north and MII to the east. Open water is located to the south. The parcel is improved with a marina/restaurant use. Surrounding land uses within the vicinity of the site are public park, government facilities/marina and residential. Based on the existing use and improved facilities, the proposed action will not cause a substantial intensification of use in the area. Further, the proposed action will not cause significant impacts to agricultural, open space or recreational resources. No substantial adverse change in existing air quality, ground or surface water quality or quantity, traffic or noise level will occur as a result of the proposed action. The tower would be visible from New York State Route 25, a New York State Scenic Byway, and secondary roads. The structure would also be visible from the roadway serving Orient Beach State Park. A Visual Analysis titled Proposed Public Utility Wireless Communications Facility Orient by the Sea Restaurant (dated December 2011), prepared by VHB Engineering, Surveying and Landscape Architecture, P.C., has been submitted. Based upon the analysis, the proposed action will not result in a significant impact to view sheds important to the community. The action proposes to mitigate impacts through concealed antennae design, the installation of privacy fencing and Eastern Red Cedars screening on the east and north sides of the equipment area. The trees will be 14' in height and spaced 6' on center. No major change in the use of either the quantity or type of energy will occur. The applicant has submitted an assessment of Radio Frequency (RF) Compliance entitled Antenna Site FCC RF Compliance Assessment and Report (August 2, 2011). The report concluded that the radio frequency (RF) emissions from the proposed antenna to be in compliance with FCC Maximum Permissible Exposure (MPE) limits (48 times below the established limits). Therefore, no known creation of a hazard to human health is expected to occur as a result of the proposed action. The site is cleared and improved, therefore, the proposed action will not result in the significant removal or destruction of large quantities of vegetation. No impact to soils is proposed. The New York Department of Environmental Conversation, in a 2009 policy memorandum entitled Guidelines for Consultation with NY Natural Heritage regarding Proposed Co -locations of Telecommunication Facilities on Existing Towers and Buildings (2009), has determined that proposed actions involving the co -location of new equipment on an existing structure (tower) are not likely to adversely affect Federally - listed species in New York, nor have any significant impacts on migratory birds or other trust resources. No significant impacts to a significant habitat area will occur. Negative Declaration Page Three September 17, 2012 The site is improved, therefore, the action would not result in adverse impacts to cultural/historic resources. Similarly, the proposed action will not impair the character or quality of important historical or architectural resources. The site is currently improved and the proposed action will not result in significant adverse impacts to aesthetic resources or to existing community or neighborhood character or result in a material conflict with the community current plans or goals as officially approved. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Address: Telephone Number: cc: Town Board Mark Terry, Principal Planner Southold Town Planning Board 631-765-1938 PLANNING BOARD MEMBERS DONALD J. WILCENSHI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR September 18, 2012 PLANNING BOARD OFFICE TOWN OF SOUTHOLD John Coughlin, Esq. c/o R6, Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 Re: Approval: Site Plan for New Cingular Wireless/MGH Enterprises Located at 40200 NYS Rt. 25, ±400' east of Cedar Beach Road, Orient SCTM#1000-15-9-8.1 Zoning District: Marine -II Dear Mr. Coughlin: The following resolutions were adopted at a meeting of the Southold Town Planning Board on September 17, 2012: WHEREAS, this site plan application is for the proposed construction of a 70' monopole wireless facility having internally mounted antennas at 67' and 57' for, New Cingular Wireless along with related base equipment on a 400 s.f. area. The site includes an existing restaurant and boat marina on 4.7 acres in the M-11 Zoning District, Orient; and WHEREAS, on December 9, 2011, the agent, John Coughlin, submitted an application for site plan review and special exception review; and WHEREAS, at a Work Session held on January 9, 2012, the Planning Board accepted the application for review, and WHEREAS, on January 31, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on February 22, 2012, the Orient Fire District determined there was adequate fire protection and emergency access for the site; and New Cingular/MGH Page Two September 18, 2012 WHEREAS, on February 22, 2012, the Suffolk County Planning Commission deemed the site plan application a matter for local determination as there appears to be no significant county -wide or inter -community impact(s); and WHEREAS, on February 27, 2012, the Southold Town Engineer reviewed the above - referenced application and has determined the project to provide adequate drainage and the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS„ on March 12, 2012, a public hearing was held and closed by the Planning Board for the above -referenced site plan; and WHEREAS, on March 23, 2012, the Town of Southold LWRP Coordinator reviewed the above -referenced project and has recommended the proposed project be found consistent with Southold Town LWRP policies; and WHEREAS, on August 8, 2012, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the M -II Zoning District; and WHEREAS, at a Work Session held on September 17, 2012, the Planning Board found that all applicable requirements of the Site Plan Regulations Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; and WHEREAS, the Southold Town Planning Board, in their Special Exception Approval resolution on September 17, 2012, and pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, granted a Negative Declaration for this Unlisted Action; and WHEREAS, at their public meeting on September 17, 2012, the Planning Board granted approval to the Special Exception application for this site; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with One (1) Condition to the site plan entitled "New Cingular Wireless/MGH Enterprises @ Orient By The Sea Restaurant', prepared by William F. Collins, AIA, dated April 1, 2009, last revised August 11, 2012, including the following five (5) plans: 1. T-1 Title Sheet 2. SPA Site Plan 3. SP -2 Enlarged AT & T Equipment Plan and general Notes 4. :iP-3 Partial East Elevation, Antenna Plan & Antenna Details 5. SP -4 Antenna Details New Cingular/MGH Page Three September 18, 2012 and authorizes the Chairman to endorse the site plan upon the condition being fulfilled to the satisfaction of the Planning Board. The condition is as follows: 1. Note the liber and page of the Covenants and Restrictions required to be filed with the Suffolk County Clerk regarding the landscaping maintenance on Page A-1 of the site plan. Please note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald hilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR January 6, 2015 OF SO!/r�,o� COUNT`I,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD John Coughlin, Esq. c/o Re, Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 631 765-1938 BLDG DEPT. TOVtrN 0r SOUTHOLD Re: Approved Site Plan for New Cingular Wireless / MGH @ Orient by the Sea Located at 40200 NYS Rt. 25, Orient SCTM#1000-15-9-8.1 Zoning District: M -II Dear Mr. Coughlin: The Planning Board has found that the requirements of the above -referenced Site Plan have been completed based on the site inspection made December 17, 2014. The site is now in conformance with the Approved Site Plan entitled "New Cingular Wireless/MGH Enterprises", prepared by William F. Collins, dated April 1, 2009, and last revised August 11, 2012. 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. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood limnanre Program IMPORTANT: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Ai. Building Owner's Name Orient by the Sea Restaurant -Monopole and Equipment enclosure Policy Number: A2. Buiiding_StteetAddrws (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number: City Orient Point State NY ZIP Code 11957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Tax Map No. 1000-15-9-8.1 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Communications Tower and Equipment Platform A5. Latitude/Longitude: Let. 41" 0909,61"N Long. 72° 14' 39.15"W Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawlspace or b) Number of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings In A9.b sq In d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bi. NFIP ot�tml�niZ Narp 6%fi �mun(ty Number outdo 0 own of bu81 g2,County Name u C - @�. Stated me -v Yo B4. Map/Panel Number B5. Suffix B6. FIRM Index Date 87. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone e) Lowest elevation of machinery or equipment servicing the building 0 feet ❑ meters (Describe type of equipment and location in Comments) Revised Date f) Lowest adjacent (finished) grade next to building (LAG) 7.8 0 feet A0, use base flood depth) 36103CO088 H 05/04/1998 9/25/2009 AE 9 BIO. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 l@ NAVD 1988 ❑ Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date: / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: []Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/A0. Complete Items C2.a-h below according to the building diagram specified In Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: NYSDOT GPS NETWORK Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in Items a) through h) below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 12.7 0 feet ❑ meters b) Top of the next higher floor ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters d) Attached garage (top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.8 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 8.1 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7 . 9 0 feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the Information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a��.� x» -^ "- J 0)�� ❑ Check here if attachments. licensed land surveyor? ❑ Yes ❑ No Certifier's Name License Number r a h z ©sov Title Company Name c✓ %e/ wkrns k/e 12 6o f►t t,, Address City tl/StateN ZI s a e/ t s_JW Q� Signature Date; 7 _ ! -,?Telephone FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or F0. Route and Box No. Policy Number: 40200 Main Road City State ZIP Code Company NAIC Number: Orient Point NY 11957 SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (i) community official, (2) insurance agent/company, and (3) building owner. Comments Site contains a raised metal equipment plat orm on concrete pilings and a 70'tall communications monopole. Fort the purposes of this certific a floor of the metal equipment platform is being held as "Top of Bottom Floor" Electrical and communications equipmeff on plajform. Communications monopole concrete footing elevation is 8.3'. Signature 01 Date SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items EI -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) Is []feet ❑meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building Is []feet ❑meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is []feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is []feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements In Sections A, 8, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representatives Name Address city State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in hems G8 -G10. In Puerto Rico only, enter meters. Gi. ❑ The Information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. ❑ The following Information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G1O.Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here If attachments. FEMA Form 086.0.33 (7/12) Replaces all previous editions. ELEVATION CERTIRCATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 40200 Main Road ity Sta a zIP Code Company NAIC Number: Hent Point Nle 11957 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the Instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as Indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ly i' �._ t a�`a 34 FEMA Form 086433 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 40200 Main Road City State ZIP Code Company NAIL Number: Orient Point NY 11957 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated In Section A8. FEMA Form 086-0-33 (7/12) Replaces all previous editions. FDP(93) APPLICATION- e O The proposed development is located is a` floodwaq. FBFM Paacl No. D*ted O Sce Section 4 for additional instructions. SIGNED DATE a Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NSC 11971-0959 Telephone (631) 765-1802 roper.richert "`ov+(n.sau�io%.nv.us BUHMING DEPARTMENT TOWN of SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:0,�njI i �L Date: j �] Company Name: l Name: 5 License No.: mE Address: 00210 k tL , FASt v ue N 117 2 Phone No.: (, JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: n'7 Tax -Map District: 1000 Section: 1 '� Block: q *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: (Please Circle All That Apply) Is job ready for inspection: YES / O Rough In Final *C?o you need a Temp Certificate:YES NO —(C, -gyp �?�� Temp In%rmation (lf n eded) *Service Size:1 Phase 3Phase_ 00 150 200 300 350 400 Other *New Service: Re -conned Undergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION IlMeWest for Inspection Form ~ t c) —` Z A S.A Sd ADO ate.... '��IliY4M�AM1w+My M1frr' wYw r�l�w YiM ��w4 �.i��e� l - 1FI�MMfww y Of1w om aw �Nari�Pl ass <M M�aa .l _ jr, 17. An Certificate of Completion� e Page I of 1 Pay -Per -View eCommerce This is to certify that: Eric Mensah emensahk@msn.com (mastery - payperviewecom) has completed: Storm Warnings: Storm Water Pollution Prevention evisswsp_yod CEUs: 0 Date: 01/29/2013 �CATs of CONNul Pay-l'er-View eConimerce This is to certify that: Eric Mensah emenzahka—com (mastery - psype—com) has completed: Storm Warnings: Storm Water Pollution Prevention —ss"P_Yod CLUs: 0 Date: 01/29/2013 0 htti)://mastery.mnlms.net/mnet/hlms/l)avperviewecom/tsvr/api/GetCertificate?usrid=emens... 1/29/2013 RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORK AVENUE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 September 29, 2011 WILL°L.M J NIELSEN By Hand Building Department Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 M 11 9D New Cingular Wireless PCS, LLC Revised Submission for Pending Building Permit Application Proposed Public Utility Wireless Telecommunications Facility Premises: Orient by the Sea Restaurant & Marina 40200 Main Road, Orient, NY SCTM#: 1000 — 15 — 9 — 8.1 Dear Sir or Madam: We represent New Cingular Wireless PCS, LLC (`AT&T') with regard to its pending application to construct a wireless telecommunications facility at the subject property. Please allow us to provide a brief history of AT&T's proposal at this location: • AT&T's original Building Permit Application was filed with your office on April 28, 2006 and your office issued a Notice of Disapproval on May 11, 2006. AT&T thereafter filed applications with the Southold Town Zoning Board of Appeals, Planning Board and Board of Trustees but, due to the Town -wide Moratorium affecting all pending wireless applications, AT&T's proposal became inactive from 2007 — 2009. • On September 1, 2009, under the Town's new wireless zoning ordinance, AT&T along with co - applicant MetroPCS New York, LLC, filed an amended Building Permit Application with your office reflecting the co -applicants' modified proposal. A Notice of Disapproval was issued on September 29, 2009. • AT&T and MetroPCS filed their modified Board of Trustees Wetlands Application on September 15, 2009 and on October 21, 2009, the Board of Trustees Public Hearing was held and the Board voted to approve the application; • On January 14, 2010, AT&T and MetroPCS filed their Site Plan and Special Exception Permit Applications with the Planning Board. • Following several communications and re -submissions with the Planning Board and its consultant in May — July 2010, as well as the enactment of Local Law No. 4 of 2010 and the amendments made therein to Town Code Article XVII addressing the zoning of "Wireless Communications Facilities," the proposal was again placed on hold. At this time, AT&T has modified its proposal and revised a number of documents to further comply with the Town's Code provisions. You will note that AT&T has reduced the proposed height of the pole from 80' to 70'. Moreover, MetroPCS is no longer pursuing a facility at this location at this time, and AT&T is proceeding as the sole applicant. Accordingly, we submit herewith the following revised documents for issuance of an updated Notice of Disapproval: -`Town of Southold Building Department Re: AT&T @ Orient by the Sea Restaurant & Marina September 29, 2011 Page 2 of 2 1. Updated Building Permit Application Form; 2. Shore 2 Shore Wireless, Inc. 2 Check No. 2383 in the amount of $50.00, which sum represents the fee for an updated Notice of Disapproval; 3. Updated Authorization of Owner; 4. Two (2) counterparts of revised Antenna Site FCC RF Compliance Assessment and Report of Pinnacle Telecom Group, dated August 2, 2011, demonstrating the project's compliance with the Maximum Permissible Exposure regulations pursuant to Town Code Sections 280-74B(1)(a) and 280-70(K); 5. Two (2) counterparts of revised Structural Verification Letter, prepared by Neil A. MacDonald, P.E., of William F. Collins, AIA Architects, LLP, dated September 28, 2011, documenting the facility's structural compliance with local, state and federal codes pursuant to Town Code Section 280-74B(1)(b); 6. Copies of AT&T's FCC Licenses, pursuant to Town Code Section 280-74B(1)(c); 7. Copy of FAA Determination of No Hazard to Air Navigation pursuant to Code Section 280-74B(1)(c); 8. Updated Gap and Propagation Maps, pursuant to Town Code Sections 280-74B(1)(d) and (e); 9. Updated RF Affidavit of Stephane Guillabert, pursuant to Town Code Section 280-74B(1)(e); 10. CD Rom, with digital files of updated gap and propagation maps, Town Code Section 280-7413(1)(f); and 11. Four (4) sets of revised Construction Drawings with Site Plans and Elevations, prepared by William F. Collins, AIA Architects, LLP, revision 5, dated September 20, 2011. We also submit the following items, which are now required under Code Section 280-74B, Building Permit Application requirements, but were not required or submitted at the time the original Building Permit Application: 1. AT&T's Search Ring Map, pursuant to Town Code Section 280-74B(1)(e); 2. Copy of Property Deeds, pursuant to Town Code Section 280-74B(1)(g); and 3. Copy of Option and Lease Agreement, between M.G.H. Enterprises and AT&T, dated March 9, 2006, pursuant to Town Code Section 280-74B(I)(g). We have not submitted an additional Building Permit Application fee check in the amount of $750.00 as same was submitted with our 2009 application (Shore 2 Shore Wireless Check No. 1893). In addition, please note that copies of all other Building Permit Application filing requirements, including Surveys are on file with your office and are not impacted by the modified design; accordingly those items have not been revised. Lastly, it is our understanding that Planning Board Site Plan and Special Exception Approval will be required for AT&T's proposal as well as Zoning Board of Appeals .relief with regard to the proposed setback distances,(fall zoneand epth to groundwater Should you requAlny additional copies or further information, please advise. Very truly yours, RE, NIELSEN, HUBER & COUGHLIN, LLP By: _� C ghli JC:mk Enclosures RE, NIELSEN, HUBER & GOUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YoRx AVENUE HUNTINGTON, NEW YORE 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (031) 425-4104 November 7, 2011 By Hand Building Department Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 Attn.: Ms. Patricia Conklin RE: New Cingular Wireless PCS, LLC Revised Submission for Pending Building Permit Application Proposed Public Utility Wireless Telecommunications Facility Premises: Orient by the Sea Restaurant & Marina 40200 Main Road, Orient, NY SCTM#: 1000 — 15 — 9 — 8.1 Dear Ms. Conklin: OF COUNSEL WILLIAM J. NIELSEN As you know, we represent New Cingular Wireless PCS, LLC (`AT&T') with regard to its pending application to construct a wireless telecommunications facility at the subject property. Since the issuance of the attached Notice of Disapproval, dated October 17, 2011, AT&T has made a minor revision on its drawings with respect to the elevation of the proposed equipment platform. Accordingly, we submit herewith four (4) sets of revised Construction Drawings with Site Plans and Elevations, prepared by William F. Collins, AIA Architects, LLP, revision 6, dated October 28, 2011. In addition, we note that the Notice of Disapproval does not appear to include additional relief required from the Zoning Board of Appeals with respect to the proposed setback distances (Sections 280-70N(1), 280-56, and Bulk Schedule for Business, Office and Industrial Districts), fall zone (Section 280-70G) and depth to groundwater (Section 280-F(2)). We respectfully request that an updated Notice of Disapproval be issued based on the revised drawings and referencing the above noted requisite Code Sections for which relief from the Zoning Board of Appeals must be sought in addition to those grounds already referenced on the attached Notice. Should you require any additional copies or further information, please advise. Very truly yours, RE, NIELSEN, HUBER & COUGHLIN, LLP By: — o �n u in JC:mk Enclosures D TE� �CIE � V E no NOV - 7 2011 BLDG. DEPT. TOWN OF SOUTHOLD RE, NIELSEN, HUBER Sc COUGHLIN, LLP February 6, 2013 By Hand Mr. Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 ATTORNEYS AT LAW 36 NORTH NEW YORK AVENUE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 RE: New Cingular Wireless PCS, LLC ("AT&T") Supplemental Documents for Building Permit Issuance Public Utility Wireless Telecommunications Facility Premises: Orient by the Sea Restaurant & Marina 40200 Main Road, Orient, NY Dear Mr. Verity: OF COUNSEL WILLIAM J. NIELSEN IA � As you know, we represent New Cingular Wireless PCS, LLC (`AT&T') with regard to its pending application to construct a wireless telecommunications facility at the subject property. In furtherance of your request, we enclose herewith the following documents needed for reactivation of the Building Permit Application and issuance of the Building Permit: 1. Application for Certificate of Occupancy; 2. Floodplain Development Permit Application; 3. Storm Water Pollution Prevention Plan Assessment Form; 4. Four (4) sets of Construction Drawings, dated August 3, 2012 (Revision 9); 5. Copies of the following approvals: a. Zoning Board of Appeals Decision No. 6533, dated February 15, 2012; b. Planning Board Special Exception Approval, dated September 18, 2012, including SEQR Negative Declaration, dated September 17, 2012; c. Planning Board Site Plan Approval, dated September 18, 2012; d. NYSDEC Permit Modification Letter, dated September 12, 2012, together with Permit Reissuance Letter, dated April 16, 2012, and referenced original Permit No. 1-4738-00898/00018, issued December 18, 2006; e. Board of Town Trustees Approval and Permit, dated October 17, 2012; 6. Applicable fee checks, as follows: a. Bechtel Corporation Check No. 1093 in the sum of $750.00, which represents the Building Permit fee; b. Bechtel Corporation Check No. 1094 in the amount of $50.00, which represents the required Certificate of Occupancy fee. c. Bechtel Corporation Check No. 1091 in the amount of $100.00, which represents the Flood Permit Application fee. We respectfully request that our office be notified once the Building Permit is issued so that we may pick up same from the Town. Very truly yours, RE, NIELSEII-HNjER & U HLIN, LLP By: ou n JJC:mk Enclosures FEB.12,2013 12:18PM HAWKINSWEBBJAGER N0.8588 P 1 JEAWKINS BB 1��Cs�1�� eslab. 1872 February 12th, 2013 Town of Southold Building Department, 53095 Route 25, PO Box 1179, Southold, New York 11971 Attention: Patzicia Conklin RE: Orient Point Marina, 40200 Main Road, Orient Point. Suffolk County Tax map # 1000-15-9-8.1. Dear Ms. Conklin: MATTHEW D. CRANE, L.S. WILLIAM L. JAEGER 11, P.E., L.S. MATTHEW J. SCHICK, L.S. JOHN D ROSESERY, R. A. FRANCIS A. HAWKINS 1913 HERMAN P. HAWKINS 1962 CHARLES S. WEBB, JR. 2003 Please be advised that the proposed monopole and equipment housing depicted on my survey (latest date 10-27-2011) are in the AE (9) zone as depicted on the FEMA Flood Insurance Rate Map #36103C0088H dated September 25th, 2009. If you have any questions please feel free to call me at (631) 732-7777 ext. 610. Regards, Matthew Crane L.S. Partner ARCHTTECTS ENGINEERS SURVEYORS PLANNERS 560 WALT WFaTmANRU. MELVHI.a NY. 11747 WWW.HWJAEGER.COM PH_ 631-732-7777 FAX 631.732-7760 RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORK AVENUE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 March 19, 2014 By Hand Mr. Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 RE: New Cingular Wireless PCS, LLC ("AT&T") Request for Renewal of Building Permit No. 37803 Premises: Orient by the Sea Restaurant & Marina 40200 Main Road, Orient, NY SCTM#: 1000 — 15 — 9 — 8.1 Dear Mr. Verity: OF GOUNSFL WILLIAM J. NIELSEN Our office represents AT&T with respect to the captioned matter. Building Permit No. 37803 was issued on February 12, 2013 in connection with AT&T's proposal to install a public utility wireless telecommunications facility at the subject premises (copy of Building Permit attached hereto). Inasmuch as AT&T was unable to commence construction within the requisite twelve month timeframe, pursuant to Section 144 -8I, we respectfully request that AT&T's Building Permit be renewed, to allow AT&T additional time to commence and complete construction of its facility. As discussed with your office, we enclose herewith Bechtel Corporation Check No. 1751, in the amount of $750.00, which sum represents the Building Permit renewal fee. Please provide confirmation of the Building Permit renewal as well as the new applicable permit expiration date(s) 0 our office as soon as possible. Should you have any questions or require any further information, please call. Very truly yours, RE, NIELSEN, HUBER & COUGHLIN, LL? By: J. ug in JJC:mk Enclosures DEC 2 3 2014 MAIL TRANSMITTAL t TO: Town of Southold, Milding Department 8"7 a3 WILLIAM F. COLLINS, AIA 1 It C If I T E C IS. 1. L P ADDRESS: Town Hall Annex Building, P.O. Box 1 179, Southold, NY 11971 ATTENTION: Michael J. Verity, Chief Building Inspector FROM: Anthony L. Ferraro DATE: December 19, 2014 RE: AT&T LI -1059 at Orient by the Sea Restaurant, Site Closeout Letter PROJECT NO: 09-8543 ITEMS TO BE TRANSMITTED: (I) Signed and sealed Closeout Letter, dated 12-18-14 for the above captioned site. COMMENTS: For your use. VIA: UPS ground CC: File 12-1 TECHNOLOGY DRIVE SETAMET, NY 11733 VOICE: 631-689-8450 FAX: 631-689-8459 E-MAIL: mail@wfcaia.com Partners Steven R. Saranirro, AIA, 1,1:I'P U' Neil A. MacDonald, AIA, I -D: b;I AI' Par[nrrs, Emeritus Wilh F. Collins, AIA Thomas R. Turkel, AIA Director of Planning Can, S. Shun - Senior Associate Josepl, Pig—t—,, AIA, i HE 1) AI' A -11=1s Rohert F. H --ch, AIA - ` W. Smith, AIA Christopher M. Craps, AIA, NCARB I T E C T S December 18, 2014 Mr. Michael J. Verity, Chief Building Inspector Town Of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: New AT&T Outdoor Equipment Compound with Antennas mounted within an RF Concealment Monopole Orient by the Sea Restaurant 40200 Main Rd., Southold, N.Y. 11957 Sec: 15, Block: 9, Lot: 8.1 AT&T Site No. NYCENY I 059/LI- 1059 WFC Project No. 05-6478 Mr. Verity, William F. Collins AIA, Architects, LLP (WFC) visited the above captioned AT&T Cellular Communications Facility site on May 9, 2014 to conduct a final review of the recently completed AT&T RF Concealment Monopole with Reinforced Steel Rebar Cage and Concrete Foundation and Equipment Compound installation. WFC inspected all visually verifiable work for the above referenced project and find it to be in accordance with our drawings dated August 8, 2012 and NYS building code. Regards, /' Cc: A. 12 1 11 (CHN0 1 U(JY i -)1 21V1__ EASI-SEIAIIK[ T NY I 1733 1'I 1.631 6898450 FAX, 631 689-8469 WWW_ VI CIA[/\.(,0M N W E MAIN ROAD (S.R 25) (66') 81.72 N87-09,20r'E 420"/. — m 00 0 r 0 > 0 MONOPOLE DETAIL 1"=29 ma -6' 0 -74 xwWo atl z4 ILI' S8710920'W .3.0.00' ti NOTES 1) ELEVATIONS NAVD88. 2) PILINGS INSIDE MARINA NOT INDICATED. 3) FLOOD ZONES EXTRAPOLATED FROM F.EM A. FLOOD INSURANCE RATE MAP #88 OF 1026, MAP#36103CO088 H DATED SEPTEMBER 25, 2009 4) HEIGHT OF TOWER FROM TOP OF CONCRETE BASE IS 89.8'. UNDER CONSTRUCTION MONOPOLE. RELATED STRUCTURES, &MECHANICALS ON JUNE 29TH, 2014. SHErr NM PROJECT PRO= N& 060099 FRE No FINAL SURVEY OF DESMEDBY.6 NOVEMBER 2014 SCALL. HA DATE wINS WEBB JAEGER PLLC MONOPOLE AND EQUIPMENT DRAWN Bv MSIKWJUIKD CJQ ft. M.S. M.C. LW ENWuRS-ARmTEcTS-SW*WtS-PSS (ORIENT POINT MARINA, 40200 MAIN ROAD) ROMM SURVEY UPDATED 7-2-2009, FS 529, P. 1-2 (FB 493. P. 20-22 SURVEY NO WALT 111#11" ROAD, IWELWE MY. 11747 jq§@jgj66jigjjg$MED &41-2M) ELEVATIONS UPDATED TO NAVD88 10-27-2011 ESTAB. 1672 MW (631) 732-7M. FACMZ (631) 732-7M FINAL & 7i AND SITE AREA= 4.64 ACRE FINAL SURVEY PFOLMOP EQUIPMENT PLATFORM 11-16-2014 IIIUAIE AT: ORIENT PONT, SOUTHOLD, N.Y. T'lhQmfllJtj&,W w 4 PINNACLE TELECOM GROUP Professional and Technical Services ANTENNA SITE FCC RF COMpHANCE ASSESSMENT ANd REPORT PREPAREd FOR AT&T SiTE " Ll -1059" 40200 MAIN ROAd ORIENT PONT, NY AUGUST 2, 2011 14 RidgEdAIE AVENUE - SUiTE 209 • CEdAR KNOUS, NJ 07927 9 973.451-1630 4 CONTENTS INTROdUCTION ANd SUMMARY ANTENNA ANd TRANSMISSION DATA COMPLIANCE ANALYSIS COMPLIANCE CONCLUSION CERTIFICATION APPENdix A. BAckgROUNd ON THE FCC MPE LIMIT 3 E 7 12 13 K INTROdUCTION AWSUMMARY At the request of AT&T, Pinnacle Telecom Group has performed an independent expert assessment of radiofrequency (RF) levels and related FCC compliance for a proposed wireless antenna operation involving a new monopole to be erected at 40200 Main Road in Orient Point, NY. AT&T refers to the site by the code "LI - 1059", and its proposal involves directional panel antennas providing wireless service in the 700 MHz, 850 and 1900 MHz frequency bands. The FCC requires all wireless antenna operators to perform an assessment of potential human exposure to radiofrequency (RF) fields emanating from all the transmitting antennas at a site whenever antenna operations are added or modified, and to ensure compliance with the Maximum Permissible Exposure (MPE) limit in the FCC's regulations. In this case, there are no other specifically proposed antenna operations to include in this compliance assessment. Note that FCC regulations require any future antenna collocator to assess and assure continuing FCC compliance based on all the 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 can be explained in layman's terms by describing 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, while calculated RF levels consistently lower than 100 percent serve as a clear and sufficient demonstration of compliance with the MPE limit. We will also describe the overall worst-case calculated result via the "plain -English" equivalent "times -below -the -limit factor". 3 The results of the FCC RF compliance assessment in this case are as follows: ❑ At ground level around the site, the conservatively calculated maximum cumulative RF level from the proposed antenna operation is 2.0650 percent of the FCC MPE limit — well below the 100 -percent reference for compliance. In other words, even with the conservative calculation methodology and operational assumptions incorporated in the compliance analysis, the worst-case calculated RF level is still more than 48 times below the FCC limit for safe, continuous human exposure to the RF emissions from antennas. ❑ The results of the calculations provide a clear demonstration that the RF levels from the proposed antenna operation at the site will be in compliance with the applicable FCC regulations and MPE limit. Moreover, because of the conservative methodology and operational assumptions incorporated in the calculations, RF levels actually caused by the antennas will be even less significant than these calculations indicate. The remainder of this report provides the following: ❑ relevant technical data on the proposed AT&T antenna operation at the site; ❑ a description of the applicable FCC mathematical models for assessing MPE compliance, and application of the relevant data to those models; and ❑ an analysis of the results, and a compliance conclusion for the antenna operations at this site. In addition, Appendix A provides background on the FCC MPE limit, along with a list of key FCC references on compliance. 4 ANTENNA Aid TRANSMISSION DATA Relevant compliance -related antenna and transmission data for AT&T's proposed operation is provided in the table that follows. General Data Frequency Bands 700 MHz, 850 MHz and 1900 MHz Service Coverage Type Sectorized Antenna Type Directional Panel Antenna Centerline Hei hts AGL 700 MHz Data Antenna Model Max. Gain 57 ft. 850 and 1900 MHz and 67 ft.700 MHz Powerwave P65 -15 -XLH -RR 13.0 dBi RF Channels per Sector 4 max. Transmitter Power / RF Channel 20 watts max. Antenna Line Loss 850 MHz Data Antenna Model Max. Gain Conservative) ignored assumed zero Andrew DBXLH-6565A-R2M 14.0 dBi RF Channels per Sector 8 max. Transmitter Power / RF Channel 20 watts max. Antenna Line Loss 1900 MHz Data Antenna Model Max. Gain Conservative) ignored assumed zero Andrew DBXLH-6565A-R2M 16.8 dBi RF Channels per Sector 4 max. Transmitter Power / RF Channel 16 watts max. Antenna Line Loss Conservative) ignored assumed zero The area below the antennas, at ground level, is of interest in terms of potential "uncontrolled" exposure of the general public, so the antenna's vertical -plane emission characteristic is used in the calculations, as it is a key determinant in the relative level of RF emissions in the "downward" direction. Diagrams on the pages that follow show the vertical -plane patterns of each of the proposed AT&T antenna models in each frequency band. In this type of antenna pattern diagram, the antenna is effectively pointed at the three o'clock position (the horizon) and the pattern at different angles is described using decibel units. Note that the use of a decibel scale in the diagrams incidentally visually understates the relative directionality characteristic of the antenna in the vertical plane. Where the antenna pattern reads 20 dB, the relative RF energy emitted at the 5 corresponding downward angle is 1/100`' of the maximum that occurs in the main beam (at 0 degrees); at 30 dB, the energy is 1/1000"' of the maximum. Powerwave P66 -15 -XLH -RR Antenna (700 MHz) — Vertical -plane Pattern Andrew DBXLH-6565A-R2M Antenna (850 MHz) — Vertical -plane Pattern C Andrew DBXLH-6565A-R2M Antenna (1900 MHz) — Vertical -plane Pattern COMPLIANCE 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 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 intervening ground. Our calculations will assume a 100% "perfect" reflection, the worst-case approach. The formula for street -level compliance assessment for any given wireless antenna operation is as follows: MPE% = 000 * Chans * TxPower * 10 (Gmax-vdisc»o) * 4 ) / ( MPE * 4n * R2 ) where the individual factors are explained on the next page. 7 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 Chans = maximum number of RF channels per sector TxPower = maximum transmitter power per channel, in milliwatts 10 (Gmax-vdisdl0) = 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 the diagram below. height from antenna bottom t( 6.5' above ground level ontanno 0 0 500 Ground Distance D from the site MPE% Calculation Geometry 9 0 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 multiple -band antenna site is assessed in the following manner. At each distance point along the ground, an MPE% calculation is made for the RF effects in each frequency band, 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 represents non- compliance and a 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 from the point of interest 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 associated with the antenna cabling ("antenna line loss") are ignored. D 4 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 the antenna. 4. The potential RF exposure at ground level is assumed to be 100 -percent enhanced (increased) via a "perfect" field reflection from the intervening ground. 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 on the next page provides the results of the MPE% calculations for each operation, with the maximum calculated result highlighted in bold in the last column. As indicated, the maximum calculated result is 2.0650 percent of the FCC MPE limit — well below the 100 -percent reference for compliance, particularly given the conservatism incorporated in the analysis. A graph of the overall calculation results, shown on the next page below the table, perhaps provides a clearer visual illustration of the relative insignificance of the calculated RF levels. The line representing "total MPE% results" in the graph barely noticeably rises above the zero baseline, and shows a obviously clear and consistent margin to the MPE limit. 10 Ground Distance ft AT&T 700 MHz MPE% AT&T 850 MHz MPE% AT&T 1900 MHz MPE% Total MPE% 0 0.0096 0.0275 0.0190 0.0560 20 0.3487 0.0731 0.0698 0.4917 40 0.3118 0.5993 0.1766 1.0877 60 0.4768 0.2856 0.0949 0.8573 80 1.4210 0.1115 0.1869 1.7195 100 1.2793 0.6162 0.0668 1.9624 120 0.3925 0.4369 0.0053 0.8347 140 0.0271 0.1219 0.0345 0.1834 160 0.0225 0.0098 0.0288 0.0611 180 0.1908 0.0598 0.0065 0.2571 200 0.4754 0.3218 0.0186 0.8159 220 0.8323 0.4667 0.0435 1.3425 240 0.9318 0.6161 0.0603 1.6082 260 1.0314 0.7846 0.0585 1.8745 280 1.1014 0.9253 0.0383 2.0650 300 0.9646 0.8091 0.0335 1.8072 320 1.0239 0.9425 0.0125 1.9788 340 1.0695 0.8370 0.0111 1.9176 360 0.9570 0.9312 0.0082 1.8963 380 0.9887 0.8373 0.0074 1.8334 400 0.8943 0.9099 0.0357 1.8399 420 0.9119 0.8264 0.0324 1.7708 440 0.8323 0.7539 0.0296 1.6158 460 0.7627 0.6905 0.0271 1.4802 480 0.7869 0.7406 0.0757 1.6032 500 0.7261 0.6830 0.0698 1.4789 COMPLIANCE ASSESSMENT RESULTS Normalized FCC MPE Limit Total MPE% Results 120 0 0 0 100 200 300 400 500 Distance (ft) 11 80 0. 0 40 0 0 0 100 200 300 400 500 Distance (ft) 11 i COM PRANCE CONCLUSION According to the FCC, the MPE limit has been constructed in such a manner that continuous human exposure to RF fields up to and including 100 percent of the MPE limit is acceptable and safe. In this case, at ground level around the site, the conservatively calculated maximum cumulative RF level from the proposed antenna operation at the site is 2.0650 percent. In other words, even with the conservative methodology and operational assumptions incorporated in the analysis, the worst-case calculated result is still more than 48 times below the limit established as safe for continuous human exposure to RF emissions. The results of the calculations provide a clear demonstration of FCC compliance. Moreover, because of the conservative calculation methodology and operational assumptions applied in the analysis, the RF levels actually caused by the antennas at the site will be even less significant than the calculations indicate. 12 CERTIFICATION The undersigned certify as follows: 1. To the best of our knowledge, the statements and information disclosed in this report are true, complete and accurate. 2. The analysis of site RF compliance provided herein is consistent with the applicable FCC regulations, additional guidelines issued by the FCC, and industry practice. 3. The results of the analysis indicate that the subject antenna site will be in full compliance with the FCC regulations concerning RF exposure. 8/2/11 Danie Collins Date Chief echnicalOffiicer Terrence R. Lulay Professional Engineer 8/2/11 Date 13 AppENdiX A. BAckgROUNd ON THE FCC MPE LIMIT FCC Regulations and the MPE Limit 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. 14 Frequency Range (F) Occupational Exposure (MHz) (MW/CM2) 0.3-1.34 100 1.34-3.0 100 3.0-30 900 / F2 30-300 1.0 300-1,500 F / 300 1,500 - 100,000 5.0 General Public Exposure (MW/CM2) 100 180 / F2 180 / F2 0.2 F / 1500 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 — — — — I I I I I I Y11 0.3 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. 15 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. Note that the FCC "categorically excludes" all "non -building -mounted" wireless antenna operations whose mounting heights are more than 10 meters (32.8 feet) from the routine requirement to demonstrate compliance with the MPE limit, because such operations "are deemed, individually and cumulatively, to have no significant effect on the human environment". The categorical exclusion also applies to all point-to-point antenna operations, regardless of the type of structure they're mounted on. Note that the FCC considers any facility qualifying for the categorical exclusion to be automatically in compliance. FCC References on Compliance 47 CFR, FCC Rules and Regulations, Part 1 (Practice and Procedure), Section 1.1310 (Radiofrequency radiation exposure limits). 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. iR nu"ac svmom OM -00 BLACK 09.00 WT ON -We r *"iil;:a4f . . . WA . . . . . . . . . . . . . . . . . . . . . party of the woW past, isiRM MCE 68 Ila" at WW "W& cow" OP ohn th",ray of per'MIA11% (AnIr 19 w. low-vem."low ep before me On . time day of 19 , before WIS 9 y M gbw in and wits and ackn -.0tval dt9c,ibed in and who t* VWQW:M�W-- "W $,)1..Wn tieni. Gwlcdgtd that Cn� ,X,,UIV't the (olva-11ng ift5trul virclitell the sam so scan OP MW TSM Sm at Yom cos IM Won Me ware of day of 19 . h, Ore nu On %be ..n the perim"ally Cate mg in*wm& -i* the subsiribinil w4itt" to the fornvb . by iii dvly tivIng I-V "W&ly *Wom, did deplise ant, say go" MW bgft ..A ks, 'mit. wit , , ` whm I am PHIMW' say at he Z65 d No th., he %ox sworn, did depot! and IM.0 t1w that he'knows rib"I to be the W&V" the ci�rpnralhjn 4kIW inmiument; that he fortgow ,JJA "hill, ex"-Ue, I W I, 4gstribed in and ho eutoed the artd saw .f ",4 cnqwation: tilat the seat affi"d I seal; that it was so that IN Wild 08cribillt witum, w" P!ew* eseett" the $me. aW do he, aid wkmt. uch corporate thereto. t., �,,I IsWrallit it dim .6 of said carFOra• at the isnie time subwribed h r4am A$ ,Hurt !,t onlrr ,f the Imard ( E � name thereto by MCC Order. hat h . ipol h And , YORK. CouNTY OF NASSAU )SM's Personally CWC SOMM ARNOLD. to STATE OF NEW 1979a before Me Per [0,nq InotrWAnto and why, boir4- on, this 29th day of Marche the P;�! •on who executed the fOrG9 VAXMW of the firm Of FITZ- ime XnOwn to b's and say that ho i!: a Xecuted the foregoing imstru- duly sworn by NO- did depose a co -partnership, and that he 0 kd authcgttY,'�O ARNOLD REALTY CO REALTY CO -ane tb&t 'he haw ns act firm name of FITZ-ARNOLD t sent in the me, and he acknOwl0d9ed'to me that be 6x*CU sign the as firm for the USICS MA.PurPos@* therein ins"t and deed of said argain ad ftit 11 n %T Aamw*T GLWM*s Am WrM CAWIESAI 2W Y3 FtTLIE NO. FT.TZ_&RMLID REALTY CO. CWjIm!Q% SOW TO E ERI?RISZSP INC- H.GeR. aatajn.lq:f`It r, MWO Steve" STYSMsI;f . r ftcwdw IMINSUFAME C".P.W of MW M r. ,& - AIL. - 4 ;Ar 4' 73 EV r.. lk1.1, 1 bn11nsbua DIM1000 sdc 039.00 Int, 01.00 Lat(.1 7..1 NYear . n.r%sin slid $614 I)MI walk Cevw,sat sp1nN Grwanh Aeu IedlvW W of Cerywsthn, (411m11q tihwi) (NYNTU 8001) 'll!'Ilm rvoomLAWVKH11MMU1rMININGTIIts1NiTNUmmr-*tits1NsTNUlk11NTSHOUt.n111111111)aYI,AWYINICNI.Y mis 1NDE:NTURK, muds Ilia P day,)( D000mber 1441 . In the year ninety-nine w rwnN GEORGE F. IIAASHI rosidint3 ett 3 Old Pino Drive, Manhasset, New York 11030 +any of the first part, and M.G.11. ENTERPRISLUt INC„ having an offivo at Hain Road, orient Point, NOW York 11987 party of Ilia second part, W ITN E SSFT11, that the party or the first pan, in consideration of Ton Dollars anal other valuable conside'ation paid by the party of the second part, does hereby grant and release unto ilia pony of the second part, rho la:lrs or successors and assigns of ilia party of the second part rorever, AL1. that certain plot, place or parrot of land, with the buildings nml haprovotnent11►horcon erected, shuste, lying and being in Ilia SEE SCHEDULE' "A" IIE7RETO ATTACHED TOGETHER with all right, title and interest, irony, ortho pony of tis 11111 part or. In and to any struts and roads abutting ilia olwve-doscribed pranhlwt to the center lines thomof; TOGILTNRR with the oppun manes and oil Ute estate and rights ortho party of the first pall In and to sold promim-, TO HAVIC AND TO HOLD the promises heroin granted unto ilia party of ilia second pan, the heirs or succeason and assigns of the party or lite sccotal part forever. AND the party ortho first part covanante Uma the party of the first pan ties not done or suffered anything whareby Uro said promise: have been Incumbarod ht any way whatever, except as albroaald. AN1) Ilia party of the first part, in compliance with Section 13 of ilia Lien taw, covottantl that the party of the first part will receive the consideration for this conveyance and will hold Ilia right to receive such consideration as a trust fund to he applied first for the purpose of paying tits cost of the Improvement And will apply .he same tint to lite payment ormi; cost ordue impromi 1)t barore using any part orihe Iota] ar the sono far any other purpose. 1'hc word "party" %halt be consincd as it it rend "panics" whenever the sense of this indentura so requites. iN wi'fmis mix ithop, Ibe party of ilia first part hal duty orcculed this decd the day and year 11 -at above N ritlell. t _•� ,....rd's-tC�!'7`'�+�4� r L'OR Iii"` 1•st.tea+uutrnuuf»Vrrukltnnl.ull'111 UNNNNIriilNx.S1.4mo,mm Shur of Not York,1 •ounty of lJ�t r-r�^'L 11t.t 111111/~ ,tyuf Docam er ulUwy>ar 199' Itfixc els, alto IlIkk-mitil 1, 1%,ewsmiliy apticaRYt GEORGE F. HAASE IYILxM1Iy knmv 1 to Idle tit prtivp( hl ole on Udo bilis or bnisniciory c Kkawt: Is, Ilu Iiia arlmduah s) wlrlso nonw(s) Is 6Nc1 albrnihal GI aw x Idlin NI.tNunkrlu tori IWkilowletti ai to rlw slut Ilalshov" exectaal On 1.lule tel NAW! their 901WItylivll), art that IVY hivharMlalr upnanNs(r) tin 1111: 111\111111$9,1, the IINQVbh1111f\), Ili dw paxtn rims Iscl►61f of whkh Ute 111,1n'1lklaks),Wlvll, esa¢tilc.l Ilia ilnlnanc9o, r"?4jNj... ie tel NoW M • "Nom Coy�• Sturalt 30, T� II A sun t uie,1Film It's lmlt rum Co.., II'rnnvA'Nu' )jwx Nrrrri fX%j.lj fNP N' 14,.k Al„:rd,1411 (1•Ilxrt+,l: 4+ulNfafgNlrnf lertOleute) Slate of Ncts 1'nrk, t'atioly of 1 nl IIIc 61ay of in the year hlbro ma, lila undcrsiyucd, pononxlly 11ppcored the suh.crdrolk wllnvut•, thu foragning omIunlem, with whole Ism perwau0y acgll,lintai, w 1x1, living by life stilly sworn, diddeputa and say [hat h.NhNthey ramie(.) to Id rhr p6nv ,t/,nitroee it /if it rqr. in; hldr the.tail and tlrrrt eualhrr, If that belshe•tlf6y knuwts) 1,t I11t the nrhvisilml dc+rnhed in and who cAsnuled the hweguing tel 110111 nit; Ihnt 411161 «dncnbitiy witnui was presrnl and saw low ctectila the lama; atilt that said witness at the snow little tuhocriiwtl hlt•lletldlelr naNlc(s) a9 a wrtuoss thereto. Il.m;mN & S.U.►: lhm) MI IN. 1w/N01111 A,,.1Ntr IINANhIa'A At,•Is IIIIh:i1/ GEORGK P. HAASE TO ) M.G.11. ENTERPRISES, INC. Fmm.rn, NATi(1YA1.'1'11'1.1 INSURANCK t UNIPAN1' f)Ir NFw YouN !q nta.r/ls i rill ter& Ih•.,Mr NI,v 1•v I AIM,lMa rMN .ItNY4Nr. annoy n7numms, I'marmom7 Urate of Not York, County of ) It, 01 1116 tiny of in the year balivo nn, die ltndarsignarl, patxrudly appearai pcfsolnity knwm to Ilia or Ivnval to nm on the basis of sat►dactay ovi em ht Iia the irNitvihu111s) whose Inane($) is (ase) atbecribe! to Un within InslnNttett and aaknrlalalpd to nn dust Moss tthey oxeooa( the 11onn in hivheHlhea callocity(ma), and that by his/hertUletr sipaaue(s) m the irlsmonint. Jo hwhvidusks , or the person upon twlaif of w•tkh tln Indivihmks) acted, m-mial tis Inamorata rIf71;1tmlrnrr;+n�rh)mtlt fttm thxrn+nurer Ntnr )IrtmtfSY.rit•cl�l.r. 11'111, of titin, ur 10creir Glimesaf Arbiom4rdgNlml Centore a) 1( wopfrw I ~ rrsh sroit,,'mashy, IYmtlrn a AN"lMtltr) on ilia day of in the year before ole, the undersigned, personally appeared I'monrlly known to nn or proved to niton the basis of nth factory ovldence to be the individual(,) whose name(&) Is (are) subscribed to the within inttmmifint and acknowledged to me that hdihNthey executed the Ionic In 10 Atertthleir cepacfly(les), that by hisrlild their signature(.) an the instnmtam, the Individual(&), or the penan upon Iwlwirofwhich the hnlivtdnnks)rntotl,eriseurel theinun[mtnt, and tllllt such individual made inch appoarance bel re the undersigned in Ilia frlllert the cry IN, other Julflrleat subdn9th'” a1Nr the state of erruatry or 100 ptarr Ihr Int/ talrnL nixTRivi 1000 81WTInN 39 (ug% 1 I.nT 2.1 (•I)I[Nrvnx1of SUPPOLK Town of Southold Am1krisnArAl.'gu fr w lrklelity Natlonal•Tltle Insurance Company of New fork AArWwmrA1AA ro JAMES J. POWER, ESQ. 43 ftocutive Drivo Pl4inviow, Now York 11003 '.1 • 12009PC380 • T s tto .. ' SCHEDULE A AMENDED 1016!98 All that certain plot, place or parcel of lard with the buildings and improvements thereon erected. situate, lying and being in the Town of Southold, County of Suffolk and State of Now York being mora particularly bounded and described its follows: BEGINNING at a point on the southerly side of Main Road, said point being whew the northeasterly comer of the promises to be described ant he northwesterly corner of land N1F of MOH Enterprises, Inc„ as described in Libor 18607 at page 67 intersect said southerly side of Main Road; RUNNING THENCE South 4 degrees 40 minutes 43 seconds East, along the land N1F of MOH Enterprises. Inc., 800.00 feet; f THENCE South 87 degrees 09 minutes 20 seconds West, 30.00 feet, to land of Orient Beach State Park; THENCE North 4 degrees 40 minutes 4S seconds Wast, along the land of Orient Beach State Park, 800.00 fact, to the southerly side of Mata Road; THENCE North 87 degrees 09 minutes 20 seconds East, along the southerly side of Main Road, 30.00 feet, to the point or place of BEGINNING. Market: East Cell Site Number: NYCENY1059 Cell Site Name: East Orient Point OPTION AND LEASE AGREEMENT THIS OPTION AND LEASE AGREEMENT ("Agreement"), dated as of the latter of the signature dates below (the "Effective Date"), is entered into by M.G.H Enterprises, Inc. a domestic Corporation, having a mailing address of P.O. Box 333, Main Road, Orient Point, NY 11957 (hereinafter referred to as "Landlord") and New Cingular Wireless PCS, LLC, a Delaware Limited Liability Company, having a mailing address of 6100 Atlantic Boulevard, Norcross, Georgia 3 007 1 (hereinafter referred to as "Tenant"). BACKGROUND Landlord owns or controls that certain plot, parcel or tract of land, together with all rights and privileges arising in connection therewith, located at P.O. Box 333, 40200 Main Road, Orient Point, NY 11957, in the County of Suffolk, State of New York (collectively, the "Property"). Tenant desires to use a portion of the Property in connection with its federally licensed communications business. Landlord desires to grant to Tenant the right to use a portion of the Property in accordance with this Agreement. The parties agree as follows: 1. OPTION TO LEASE. (a) Landlord grants to Tenant an option (the "Option") to lease a certain portion of the Property containing approximately 400 square feet including the air space above such room/cabinet/ground space as described on attached Exhibit 1, together with unrestricted access for Tenant's uses from the nearest public right- of-way along the Property to the Premises as described on the attached Exhibit 1(collectively, the "Premises"). (b) During the Option period and any extension thereof, and during the term of this Agreement, Tenant and its agents, engineers, surveyors and other representatives will have the right to enter upon the Property to inspect, examine, conduct soil borings, drainage testing, material sampling, radio frequency testing and other geological or engineering tests or studies of the Property (collectively, the "Tests"), to apply for and obtain licenses, permits, approvals, or other relief required of or deemed necessary or appropriate at Tenant's sole discretion for its use of the Premises and include, without limitation, applications for zoning variances, zoning ordinances, amendments, special use permits, and construction permits (collectively, the "Government Approvals"), initiate the ordering and/or scheduling of necessary utilities, and otherwise to do those things on or off the Property that, in the opinion of Tenant, are necessary in Tenant's sole discretion to determine the physical condition of the Property, the environmental history of the Property, Landlord's title to the Property and the feasibility or suitability of the Property for Tenant's Permitted Use , all at Tenant's expense. Tenant will not be liable to Landlord or any third party on account of any pre-existing defect or condition on or with respect to the Property, whether or not such defect or condition is disclosed by Tenant's inspection. Tenant will restore the Property to its condition as it existed at the commencement of the Option Term (as defined below), reasonable wear and tear and casualty not caused by Tenant excepted. In addition, Tenant shall indemnify, defend and hold Landlord harmless from and against any and all injury, loss, damage or claims arising directly out of Tenant's Tests. (c) In consideration of Landlord granting Tenant the Option, Tenant agrees to pay Landlord the sum of within thirty (30) business days of the Effective Date. The Option will be for an initial term of one (1) year commencing on the Effective Date (the "Initial Option Term") and may be renewed by Tenant for an additional six (6) months upon written notification to Landlord and the payment of no later than ten (10) days prior to the expiration date of the Initial Option Term. (d) The Option may be sold, assigned or transferred at any time by Tenant to Tenant's parent company or member if Tenant is a limited liability company or any affiliate or subsidiary of, or partner in, Tenant Option Lana Lem ' or its parent company or member. Otherwise, the Option may not be sold, assigned or transferred without the written consent of Landlord, such consent not to be unreasonably withheld, conditioned or delayed. From and after the date the Option has been sold, assigned or transferred by Tenant to a third party agreeing to be subject to the terms hereof, Tenant shall immediately be released from any and all liability under this Agreement, including the payment of any rental or other sums due, without any further action. (e) During the Initial Option Term and any extension thereof, Tenant may exercise the Option by notifying Landlord in writing. If Tenant exercises the Option then Landlord leases the Premises to the Tenant subject to the terms and conditions of this Agreement. If Tenant does not exercise the Option during the Initial Option Tenn or any extension thereof, this Agreement will terminate and the parties will have no further liability to each other. (f) If during the Initial Option Term or any extension thereof, or during the term of this Agreement if the Option is exercised, Landlord decides to subdivide, sell, or change the status of the zoning of the Premises, Property or any of Landlord's contiguous, adjoining or surrounding property (the "Surrounding Property," which includes (without limitation) the remainder of the structure) or in the event of foreclosure, Landlord shall immediately notify Tenant in writing. Any sale of the Property shall be subject to Tenant's rights under this Agreement. Landlord agrees that during the Initial Option Term or any extension thereof, or during the Term of this Agreement if the Option is exercised, Landlord shall not initiate or consent to any change in the zoning of the Premises, Property or Surrounding Property or impose or consent to any other restriction that would prevent or limit Tenant from using the Premises for the uses intended by Tenant as hereinafter set forth in this Agreement. 2. PERMITTED USE. (a) Tenant may use the Premises for the transmission and reception of communications signals and the installation, construction, maintenance, operation, repair, replacement and upgrade of its communications fixtures and related equipment, cables, accessories and improvements, which may include a suitable support structure, associated antennas, I beams, equipment shelters or cabinets and fencing and any other items necessary to the successful and secure use of the Premises (collectively, the "Communication Facility"), as well as the right to test, survey and review title on the Property; Tenant further has the right but not the obligation to add, modify and/or replace equipment in order to be in compliance with any current or future federal, state or local mandated application, including, but not limited to, emergency 911 communication services, at no additional cost to Tenant or Landlord (collectively, the "Permitted Use"). Landlord and Tenant agree that any portion of the Communication Facility that may be conceptually described on Exhibit 1 will not be deemed to limit Tenant's Permitted Use. If Exhibit 1 includes drawings of the initial installation of the Communication Facility, Landlord's execution of this Agreement will signify Landlord's approval of Exhibit 1. Tenant has the right to install and operate transmission cables from the equipment shelter or cabinet to the antennas, electric lines from the main feed to the equipment shelter or cabinet and communication lines from the main entry point to the equipment shelter or cabinet, and to make Property improvements, alterations, upgrades or additions appropriate for Tenant's use ("Tenant Changes"). Tenant Changes include the right to construct a fence around the Premises and undertake any other appropriate means to secure the Premises. Said fence shall not have any barbed wire. Tenant agrees to comply with all applicable governmental laws, rules, statutes and regulations, relating to its use of the Communication Facility on the Property. Tenant has the right to modify, supplement, replace, upgrade, expand the equipment, increase the number of antennas or relocate the Communication Facility within the Premises at any time during the term of this Agreement. Tenant will be allowed to make such alterations to the Property in order to accomplish Tenant's Changes or to insure that Tenant's Communication Facility complies with all applicable federal, state or local laws, rules or regulations. In the event Tenant desires to modify or upgrade the Communication Facility, and Tenant requires an additional portion of the Property (the "Additional Premises") for such modification or upgrade Landlord agrees, with Landlord's prior approval not to be unreasonably withheld, conditioned, or delayed, to lease to Tenant the Additional Premises, upon the same terms and conditions set forth herein, except that the Rent shall be renegotiated , in conjunction with the lease of the Additional Premises by a reasonable amount consistent with 2005 Option Land Lease rental rates then charged for comparable portions of real property being in the same area. Landlord agrees to take such actions and enter into and deliver to Tenant such documents as Tenant reasonably requests in order to effect and memorialize the lease of the Additional Premises to Tenant. (b) Prior to the initial installation of Tenant's Changes, Tenant will supply the Landlord with plans and specifications ("Plans") to be reviewed and approved by the Landlord prior to commencement of Tenant's Changes. Landlord's approval will not be unreasonably withheld, conditioned or delayed (and in no event delayed beyond ten (10) days). After Landlord's (i) failure to respond in writing to Tenant's proposed Plans within ten (10) days of their receipt; or (ii) failure to provide a written response within five (5) days of receipt of Plans revised by Tenant after comment from Landlord in accordance with this paragraph, the Plans will be deemed approved. After approval or deemed approval, the Plans will be considered incorporated in this Agreement as Exhibit 1. If the Landlord disapproves the Plans then the Tenant will provide the Landlord with revised Plans, such revisions to be within Tenant's reasonable discretion. In the event Landlord disapproves of the Plans upon a second (2nd) submission, Tenant may terminate this Agreement. Landlord will not knowingly permit or suffer any person to copy or utilize the Plans for any purpose other than as provided in this Agreement and will return the Plans to Tenant promptly upon request. (c) Landlord shall be solely responsible for purchasing and installing a flag on the support structure ("Tower") and Landlord shall be solely responsible for the lighting of the Tower. Tenant shall install the appropriate rigging on the Tower so that the Tower can hold a flag. Furthermore, Tenant shall run the electricity to the Tower so that Landlord can provide lighting. Landlord shall be responsible for maintenance and replacement of the flag and adhere to all relevant flag protocols (i.e., US flag must be lit or taken down at night). Landlord shall be responsible for any landscaping installation, maintenance, replacement and the like around the base of the Tower, if any. 3. TERM. (a) The initial lease term will be five (5) years ("Initial Term"), commencing on the effective date of written notification by Tenant to Landlord of Tenant's exercise of the Option (the "Term Commencement Date"). The Initial Term will terminate on the fifth (5'h) annual anniversary of the Term Commencement Date. (b) This Agreement will automatically renew for four (4) additional five (5) year term(s) (each five (5) year term shall be defined as the "Extension Term"), upon the same terms and conditions unless the Tenant notifies the Landlord in writing of Tenant's intention not to renew this Agreement at least sixty (60) days prior to the expiration of the existing Term. (c) If, at least sixty (60) days prior to the end of the fourth (4h) extended term, either Landlord or Tenant has not given the other written notice of its desire that the term of this Agreement end at the expiration of the fourth (4`h) extended term, then upon the expiration of the fourth (4`h) extended term this Agreement shall continue in force upon the same covenants, terms and conditions for a further term of one (1) year, and for annual terms thereafter until terminated by either party by giving to the other written notice of its intention to so terminate at least six (6) months prior to the end of any such annual term. Monthly rental during such annual terms shall be equal to the rent paid for the last month of the fourth (0) extended term. If Tenant remains in possession of the Premises after the termination of this Agreement then Tenant will be deemed to be occupying the Premises on a month to month basis (the "holdover Term"), subject to the terms and conditions of this Agreement. Rent for the Holdover Term shall be One Hundred Fifty percent (150%) of the then current Rent amount. (d) The Initial Term, the Extension Term and the Holdover Term are collectively referred to as the Term ("Term"). 4. RENT. (a) Commencing on the first day of the month following the date that Tenant commences construction (the "Rent Commencement Date"), Tenant will pay the Landlord a monthly rental payment of 4WANOWN "Rent"), at the address set forth above, on or before the fifth (5`h) day of each calendar 2005 Option Land Lease month in advance. In partial months occurring after the Rent Commencement Date, Rent will be prorated. The initial Rent payment will be forwarded by Tenant to Landlord within thirty (30) days after the Rent Commencement Date. (b) In year two (2) of the Initial Term, and each year thereafter, including throughout any Extension Terms exercised, the yearly rent will increase by over the Rent paid during the previous year. (c) All Rent or other charges payable under this Agreement shall be billed by Landlord within one (1) year from the end of the calendar year in which the charges were incurred; any charges beyond such period shall not be billed by Landlord, and shall not be payable by Tenant. The provisions of the foregoing sentence shall survive the termination or expiration of this Agreement. 5. APPROVALS. (a) Landlord agrees that Tenant's ability to use the Premises is contingent upon the suitability of the Premises for Tenant's Permitted Use and Tenant's ability to obtain and maintain all Government Approvals. Landlord authorizes Tenant to prepare, execute and file all required applications to obtain Government Approvals for Tenant's Permitted Use under this Agreement and agrees to reasonably assist Tenant with such applications and with obtaining and maintaining the Government Approvals. (b) Tenant has the right to obtain a title report or commitment for a leasehold title policy from a title insurance company of its choice and to have the Property surveyed by a surveyor of Tenant's choice. In the event Tenant determines, in its sole discretion, due to the title report results or survey results, that the condition of the Premises is unsatisfactory, Tenant will have the right to terminate this Agreement upon notice to Landlord. (c) Tenant may also perform and obtain, at Tenant's sole cost and expense, soil borings, percolation tests, engineering procedures, environmental investigation or other tests or reports on, over, and under the Property, necessary to determine if the Tenant's use of the Premises will be compatible with Tenant's engineering specifications, system, design, operations or Government Approvals. 6. TERMINATION. This Agreement may be terminated, without penalty or further liability, as follows: (a) by either party on thirty (30) days prior written notice, if the other party remains in default under Paragraph 15 Default and Right to Cure of this Agreement after the applicable cure periods; (b) by Tenant upon written notice to Landlord, if Tenant is unable to obtain, or maintain, any required approval(s) or the issuance of a license or permit by any agency, board, court or other governmental authority necessary for the construction or operation of the Communication Facility as now or hereafter intended by Tenant; or if Tenant determines in its sole discretion that the cost of obtaining or retaining the same is commercially unreasonable; (c) by Tenant upon written notice to Landlord for any reason, at any time prior to commencement of construction by Tenant; or (d) by Tenant upon sixty (60) days prior written notice to Landlord for any reason, so long as Tenant pays Landlord a termination fee equal to three (3) months Rent, at the then current rate, provided, however, that no such termination fee will be payable on account of the termination of this Agreement by Tenant under any one or more of Paragraphs 5(b) Approvals, 6(a) Termination, 6(b) Termination, 6(c) Termination, 8 Interference, 11(d) Environmental, 18 Severability, 19 Condemnation or 20 Casualty of this Agreement. 7. INSURANCE. (a) Tenant will carry during the Term, at its own cost and expense, the following insurance: (i) "All Risk" property insurance for its property's replacement cost; (ii) commercial general liability insurance with a minimum limit of liability oombined single limit for bodily injury or death/property damage arising out of any one occurrence; and (iii) Workers' Compensation Insurance as required by law. The coverage afforded by Tenant's commercial general liability insurance shall apply to Landlord as an additional insured, but only with respect to Landlord's liability arising out of its interest in the Property. (b) Tenant shall have the right to self -insure with respect to any of the above insurance requirements. 2005 Option Land Leto 8. INTERFERENCE. (a) Where there are existing radio frequency user(s) on the Property, the Landlord will provide Tenant with a list of all existing radio frequency user(s) on the Property to allow Tenant to evaluate the potential for interference. Tenant warrants that its use of the Premises will not interfere with existing radio frequency user(s) on the Property so disclosed by Landlord, as long as the existing radio frequency user(s) operate and continue to operate within their respective frequencies and in accordance with all applicable laws and regulations. (b) Landlord will not grant, after the date of this Agreement, a lease, license or any other right to any third party for the use of the Property, if such use may in any way adversely affect or interfere with the Communication Facility, the operations of Tenant or the rights of Tenant under this Agreement. Landlord will notify Tenant in writing prior to granting any third party the right to install and operate communications equipment on the Property. (c) Landlord will not use, nor will Landlord permit its employees, tenants, licensees, invitees or agents to use, any portion of the Property in any way which interferes with the Communication Facility, the operations of Tenant or the rights of Tenant under this Agreement. Landlord will cause such interference to cease within twenty-four (24) hours after receipt of notice of interference from Tenant. In the event any such interference does not cease within the aforementioned cure period then the parties acknowledge that Tenant will suffer irreparable injury, and therefore, Tenant will have the right, in addition to any other rights that it may have at law or in equity, for Landlord's breach of this Agreement, to elect to enjoin such interference or to terminate this Agreement upon notice to Landlord. 9. INDEMNIFICATION. (a) Tenant agrees to indemnify, defend and hold Landlord harmless from and against any and all injury, loss, damage or liability (or any claims in respect of the foregoing), costs or expenses (including reasonable attorneys' fees and court costs but excluding real property or personal property taxes) arising directly from the installation, use, maintenance, repair or removal of the Communication Facility or Tenant's breach of any provision of this Agreement, except to the extent attributable to the negligent or intentional act or omission of Landlord, its employees, agents or independent contractors. (b) Landlord agrees to indemnify, defend and hold Tenant harmless from and against any and all injury, loss, damage or liability (or any claims in respect of the foregoing), costs or expenses (including reasonable attorneys' fees and court costs but excluding real property or personal property taxes) arising directly from the actions or failure to act of Landlord or its employees or agents, or Landlord's breach of any provision of this Agreement, except to the extent attributable to the negligent or intentional act or omission of Tenant, its employees, agents or independent contractors. (c) Notwithstanding anything to the contrary in this Agreement, Tenant and Landlord each waives any claims that each may have against the other with respect to consequential, incidental or special damages. 10. WARRANTIES. (a) Tenant and Landlord each acknowledge and represent that it is duly organized, validly existing and in good standing and has the right, power and authority to enter into this Agreement and bind itself hereto through the party set forth as signatory for the party below. (b) Landlord represents and warrants that: (i) Landlord solely owns the Property as a legal lot in fee simple, or controls the Property by lease or license; (ii) the Property is not encumbered by any liens, restrictions, mortgages, covenants, conditions, easements, leases, or any other agreements of record or not of record, which would adversely affect Tenant's Permitted Use and enjoyment of the Premises under this Agreement; (iii) as long as Tenant is not in default then Landlord grants to Tenant sole, actual, quiet and peaceful use, enjoyment and possession of the Premises; (iv) Landlord's execution and performance of this Agreement will not violate any laws, ordinances, covenants or the provisions of any mortgage, lease or other agreement binding on the Landlord; and (v) if the Property is or becomes encumbered by a deed to secure a debt, mortgage or other security interest, 2005 Option Land Lease Landlord shall provide promptly to Tenant a mutually agreeable Subordination, Non -Disturbance and Attornment Agreement. 11. ENVIRONMENTAL. (a) Landlord represents and warrants, to the best of Landlord's knowledge, that the Property is free of hazardous substances as of the date of this Agreement, and, to the best of Landlord's knowledge, the Property has never been subject to any contamination or hazardous conditions resulting in any environmental investigation, inquiry or remediation. Landlord and Tenant agree that each will be responsible for compliance with any and all environmental and industrial hygiene laws, including any regulations, guidelines, standards, or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene condition or other matters as may now or at any time hereafter be in effect, that are now or were related to that party's activity conducted in or on the Property. (b) Landlord and Tenant agree to hold harmless and indemnify the other from, and to assume all duties, responsibilities and liabilities at the sole cost and expense of the indemnifying party for, payment of penalties, sanctions, forfeitures, losses, costs or damages, and for responding to any action, notice, claim, order, summons, citation, directive, litigation, investigation or proceeding which is related to (i) the indemnifying party's failure to comply with any environmental or industrial hygiene law, including without limitation any regulations, guidelines, standards or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene conditions or matters as may now or hereafter be in effect, or (ii) any environmental or industrial hygiene conditions that arise out of or are in any way related to the condition of the Property and activities conducted by the party thereon, unless the environmental conditions are caused by the other party. (c) The indemnifications of this Paragraph 11 Environmental specifically include reasonable costs, expenses and fees incurred in connection with any investigation of Property conditions or any clean-up, remediation, removal or restoration work required by any governmental authority. The provisions of this Paragraph 11 Environmental will survive the expiration or termination of this Agreement. (d) In the event Tenant becomes aware of any hazardous materials on the Property, or any environmental or industrial hygiene condition or matter relating to the Property that, in Tenant's sole determination, renders the condition of the Premises or Property unsuitable for Tenant's use, or if Tenant believes that the leasing or continued leasing of the Premises would expose Tenant to undue risks of government action, intervention or third -party liability, Tenant will have the right; in addition to any other rights it may have at law or in equity, to terminate the Agreement upon notice to Landlord. 12. ACCESS. At all times throughout the Term of this Agreement, and at no additional charge to Tenant, Tenant and its employees, agents, and subcontractors, will have twenty-four (24) hour per day, seven (7) day per week pedestrian and vehicular access to and over the Property, from an open and improved public road to the Premises, for the installation, maintenance and operation of the Communication Facility and any utilities serving the Premises. Landlord grants to Tenant an easement for such access and Landlord agrees to provide to Tenant such codes, keys and other instruments necessary for such access at no additional cost to Tenant. Upon Tenant's request, Landlord will execute a separate recordable easement evidencing this right. In the event any public utility is unable to use the access or easement provided to Tenant then the Landlord agrees to grant additional access or an easement either to Tenant or to the public utility, for the benefit of Tenant, at no cost to Tenant. 13. REMOVALIRESTORATION. All portions of the Communication Facility brought onto the Property by Tenant will be and remain Tenant's personal property and, at Tenant's option, may be removed by Tenant at any time during the Term. Landlord covenants and agrees that no part of the Communication Facility constructed, erected or placed on the Premises by Tenant will become, or be considered as being affixed to or a part of, the Property, it being the specific intention of the Landlord that all improvements of every kind and nature constructed, erected or placed by Tenant on the Premises will be and remain the property of the Tenant and may be removed by Tenant at any time during the Term. Within one hundred twenty (120) days of the 6 2005 Option Land Lease termination of this Agreement, Tenant will remove all of Tenant's above -ground improvements and Tenant will, to the extent reasonable, restore the Premises to its condition at the commencement of the Agreement, reasonable wear and tear and loss by casualty or other causes beyond Tenant's control excepted. Footings, foundations, and concrete will be removed to a depth of two feet below grade. Notwithstanding the foregoing, Tenant will not be responsible for the replacement of any trees, shrubs or other vegetation, nor will Tenant be required to remove from the Premises or the Property any foundations or underground utilities. 14. MAINTENANCEAMILITIES. (a) Tenant will keep and maintain the Premises in good condition, reasonable wear and tear and damage from the elements excepted. Landlord will maintain and repair the Property and access thereto, in good and tenantable condition, subject to reasonable wear and tear and damage from the elements. (b) Tenant will be responsible for paying on a monthly or quarterly basis all utilities charges for electricity, telephone service or any other utility used or consumed by Tenant on the Premises. In the event Tenant cannot secure its own metered electrical supply, Tenant will have the right, at its own cost and expense, to submeter from the Landlord. When submetering is necessary and available, Landlord will read the meter on a monthly or quarterly basis and provide Tenant with the necessary usage data in a timely manner to enable Tenant to compute such utility charges. Failure by Landlord to perform this function will limit utility fee recovery by Landlord to a 12 -month period. Landlord will fully cooperate with any utility company requesting an easement over, under and across the Property in order for the utility company to provide service to the Tenant. Landlord will not be responsible for interference with, interruption of or failure, beyond the reasonable control of Landlord, of such services to be furnished or supplied by Landlord. 15. DEFAULT AND RIGHT TO CURE. (a) The following will be deemed a default by Tenant and a breach of this Agreement: (i) non- payment of Rent if such Rent remains unpaid for more than thirty (30) days after receipt of written notice from Landlord of such failure to pay; or (ii) Tenant's failure to perform any other term or condition under this Agreement within forty-five (45) days after receipt of written notice from Landlord specifying the failure. No such failure, however, will be deemed to exist if Tenant has commenced to cure such default within such period and provided that such efforts are prosecuted to completion with reasonable diligence. Delay in curing a default will be excused if due to causes beyond the reasonable control of Tenant. If Tenant remains in default beyond any applicable cure period, Landlord will have the right to exercise any and all rights and remedies available to it under law and equity. (b) The following will be deemed a default by Landlord and a breach of this Agreement: Landlord's failure to perform any term, condition or breach of any warranty or covenant under this Agreement within forty- five (45) days after receipt of written notice from Tenant specifying the failure. No such failure, however, will be deemed to exist if Landlord has commenced to cure the default within such period and provided such efforts are prosecuted to completion with reasonable diligence. Delay in curing a default will be excused if due to causes beyond the reasonable control of Landlord. If Landlord remains in default beyond any applicable cure period, Tenant will have the right to exercise any and all rights available to it under law and equity, including the right to cure Landlord's default and to deduct the costs of such cure from any monies due to Landlord from Tenant. 16. ASSIGNMENT/SUBLEASE. (a) Tenant will have the right to assign, sell or transfer its interest under this Agreement without the approval or consent of Landlord, to Tenant's parent or member company or any affiliate or subsidiary of, or partner in, Tenant or its parent or member company or to any entity which acquires all or substantially all of the Tenant's assets in the market defined by the Federal Communications Commission in which the Property is located by reason of a merger, acquisition, or other business reorganization. Upon notification to Landlord of such assignment, transfer or sale, Tenant will be relieved of all future performance, liabilities and obligations under this Agreement. Tenant may not otherwise assign this Agreement without Landlord's consent, Landlord's consent not to be unreasonably withheld, conditioned or delayed. 2005 Option Land Luse (b) Tenant shall have the unfettered right to sublease any space on the Tower to other tenants. However, all such tenants shall also be required, as a condition precedent, to enter into a separate ground lease with Landlord for any cabinets and related ground equipment. 17. NOTICES. All notices, requests, demands and communications hereunder will be given by first class certified or registered mail, return receipt requested, or by a nationally recognized overnight courier, postage prepaid, to be effective when properly sent and received, refused or returned undelivered. Notices will be addressed to the parties as follows: If to Tenant: c/o Cingular Wireless LLC Attn: Network Real Estate Administration Re: Cell Site # NYCENY1059; Cell Site Name: East Orient Point 6100 Atlantic Boulevard Norcross, GA 30071 With a copy to: Cingular Wireless LLC Attn: Legal Department Re: Cell Site # NYCENY1059; Cell Site Name: East Orient Point 15 E Midland Avenue Paramus, NJ 07652 If to Landlord: M.G.H Enterprises, Inc. P.O. Box 333, Main Road Orient Point, NY 11957 Either party hereto may change the place for the giving of notice to it by thirty (30) days prior written notice to the other as provided herein. 18. SEVERABILITY. If any term or condition of this Agreement is found unenforceable, the remaining terms and conditions will remain binding upon the parties as though said unenforceable provision were not contained herein. However, if the invalid, illegal or unenforceable provision materially affects this Agreement then the Agreement may be terminated by either party on ten (10) business days prior written notice to the other party hereto. 19. CONDEMNATION. In the event Landlord receives notification of any condemnation proceedings affecting the Property, Landlord will provide notice of the proceeding to Tenant within forty-eight (48) hours. If a condemning authority takes all of the Property, or a portion sufficient, in Tenant's sole determination, to render the Premises unsuitable for Tenant, this Agreement will terminate as of the date the title vests in the condemning authority. The parties will each be entitled to pursue their own separate awards in the condemnation proceeds, which for Tenant will include, where applicable, the value of its Communication Facility, moving expenses, prepaid Rent, and business dislocation expenses, provided that any award to Tenant will not diminish Landlord's recovery. Tenant will be entitled to reimbursement for any prepaid Rent on a prorata basis. 20. CASUALTY. Landlord will provide notice to Tenant of any casualty affecting the Property within forty-eight (48) hours of the casualty. If any part of the Communication Facility or Property is damaged by fire or other casualty so as to render the Premises unsuitable, in Tenant's sole determination, then Tenant may terminate this Agreement by providing written notice to the Landlord, which termination will be effective as of the date of such damage or destruction. Upon such termination, Tenant will be entitled to collect all insurance 2005 Option Land Leue proceeds payable to Tenant on account thereof and to be reimbursed for any prepaid Rent on a prorata basis. If notice of termination is given, or if Landlord or Tenant undertake to rebuild the Communications Facility, Landlord aggress to use its reasonable efforts to permit Tenant to place temporary transmission and reception facilities on the Property at no additional Rent until such time as Tenant is able to secure a replacement transmission location or the reconstruction of the Communication Facility is completed. 21. WAIVER OF LANDLORD'S LIENS. Landlord waives any and all lien rights it may have, statutory or otherwise, concerning the Communication Facility or any portion thereof. The Communication Facility shall be deemed personal property for purposes of this Agreement, regardless of whether any portion is deemed real or personal property under applicable law, and Landlord consents to Tenant's right to remove all or any portion of the Communication Facility from time to time in Tenant's sole discretion and without Landlord's consent. 22. TAXES. Landlord shall be responsible for payment of all ad valorem taxes levied upon the lands, improvements and other property of Landlord. Tenant shall be responsible for all taxes levied upon Tenant's leasehold improvements (including Tenant's equipment building and tower) on the Leased Property. Landlord shall provide Tenant with copies of all assessment notices on or including the Leased Property immediately upon receipt, but in no event less than fourteen (14) business days after receipt by Landlord. If Landlord fails to provide such notice within such time frame, Landlord shall be responsible for all increases in taxes for the year covered by the assessment. Tenant shall have the right to contest, in good faith, the validity or the amount of any tax or assessment levied against the Leased Property by such appellate or other proceedings as may be appropriate in the jurisdiction, and may defer payment of such obligations, pay same under protest, or take such other steps as Tenant may deem appropriate. This right shall include the ability to institute any legal, regulatory or informal action in the name of Landlord, Tenant, or both, with respect to the valuation of the Leased Property. Landlord shall cooperate in the institution and prosecution of any such proceedings and will execute any documents required therefore. The expense of any such proceedings shall be borne by Tenant and any refunds or rebates secured as a result of Tenant's action shall belong to Tenant. 23. SALE OF PROPERTY. If Landlord, at any time during the Term of this Agreement, decides to sell, subdivide or rezone any of the Premises, all or any part of the Property or Surrounding Property, to a purchaser other than Tenant, Landlord shall promptly notify Tenant in writing, and such sale, subdivision or rezoning shall be subject to this Agreement and Tenant's rights hereunder. Landlord agrees not to sell, lease or use any areas of the Property or Surrounding Property for the installation, operation or maintenance of other wireless communications facilities if such installation, operation or maintenance would interfere with Tenant's Permitted Use or communications equipment as determined by radio propagation tests performed by Tenant in its sole discretion, any such testing to be at the expense of Landlord or Landlord's prospective purchaser, and not Tenant. If the radio frequency propagation tests demonstrate levels of interference unacceptable to Tenant, Landlord shall be prohibited from selling, leasing or using any areas of the Property or the Surrounding Property for purposes of any installation, operation or maintenance of any other wireless communications facility or equipment. Landlord shall not be prohibited from the selling, leasing or use of any of the Property or the Surrounding Property for non - wireless communication use. In the event the Property is transferred, the new landlord shall have a duty at the time of such transfer to provide Tenant with a completed IRS Form W-9, or its equivalent, and other related paper work to effect a transfer in Rent to the new landlord. The provisions of this Paragraph 23 shall in no way limit or impair the obligations of Landlord under Paragraph 8 above. 24. MISCELLANEOUS. (a) Amendment/Waiver. This Agreement cannot be amended, modified or revised unless done in writing and signed by an authorized agent of the Landlord and an authorized agent of the Tenant. No provision may be waived except in a writing signed by both parties. (b) Memorandum/Short Form Lease. Either party will, at any time upon fifteen (15) business days prior written notice from the other, execute, acknowledge and deliver to the other a recordable 9 2005 Option Land Leue Memorandum or Short Form of Lease. Either party may record this Memorandum or Short Form of Lease at any time, in its absolute discretion. (c) Bind and Benefit: The terms and conditions contained in this Agreement will run with the Property and bind and inure to the benefit of the parties, their respective heirs, executors, administrators, successors and assigns. (d) Entire Agreement. This Agreement and the exhibits attached hereto, all being a part hereof, constitute the entire agreement of the parties hereto and will supersede all prior offers, negotiations and agreements with respect to the subject matter of this Agreement. (e) Governing Law. This Agreement will be governed by the laws of the state in which the Premises are located, without regard to conflicts of law. (f) Interpretation. Unless otherwise specified, the following rules of construction and interpretation apply: (i) captions are for convenience and reference only and in no way define or limit the construction of the terms and conditions hereof; (ii) use of the term "including" will be interpreted to mean "including but not limited to"; (iii) whenever a party's consent is required under this Agreement, except as otherwise stated in the Agreement or as same may be duplicative, such consent will not be unreasonably withheld, conditioned or delayed; (iv) exhibits are an integral part of the Agreement and are incorporated by reference into this Agreement; (v) use of the terms "termination" or "expiration" are interchangeable; and (vi) reference to a default will take into consideration any applicable notice, grace and cure periods. (g) Estoppel. Either party will, at any time upon twenty (20) business days prior written notice from the other, execute, acknowledge and deliver to the other a statement in writing (i) certifying that this Agreement is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying this Agreement, as so modified, is in full force and effect) and the date to which the Rent and other charges are paid in advance, if any, and (ii) acknowledging that there are not, to such party's knowledge, any uncured defaults on the part of the other party hereunder, or specifying such defaults if any are claimed. Any such statement may be conclusively relied upon by any prospective purchaser or encumbrancer of the Premises. The requested party's failure to deliver such a statement within such time will be conclusively relied upon by the requesting party that (i) this Agreement is in full force and effect, without modification except as may be properly represented by the requesting party, (ii) there are no uncured defaults in either party's performance, and (iii) no more than one month's Rent has been paid in advance. (h) No Electronic Signature/No Option. The submission of this Agreement to any party for examination or consideration does not constitute an offer, reservation of or option for the Premises based on the terms set forth herein. This Agreement will become effective as a binding Agreement only upon the handwritten legal execution, acknowledgment and delivery hereof by Landlord and Tenant. [SIGNATURES APPEAR ON THE NEXT PAGE] 2005 Option Land Lease IN WITNESS WHEREOF, the parties have caused this Agreement to be effective as of the last date written below. WITNESSES: "LANDLORD" M.G.H Enterprises, Inc. a domestic Corporation Print Name: By: Print Name: Print Nam'�e�:j e - Its: V.P. Date: T . - "TENANT" Cingular Wireless PCS, LLC, a Delaware Limited Liability Co pany Print Name: B Print Name:(' k n` s `i t l f- 54 m m QY15 P int ame: James Hormann I Director Impl a ation (NY/NJ) Date: 5 a -� [ACKNOWLEDGMENTS APPEAR ON THE NEXT PAGE] 2005 Option Land Lease TENANT ACKNOWLEDGMENT STATE OF Nz- ) ) ss: COUNTY OF�� N7 ) On the. day of _gdyL200� before me personallya appeared.,and acknowledged under oath that he' is the -i i;p �rr►�I�rriGrr opt ?"We ,Ddu (,�1,r�2� the -4e 't named in the attached instrument, and as %uch was authorized to execute this instrument on behalf of the — JANETTE ELISE WALK" NOTARY PUBLIC OF NE'v`, .IF`*`_ No ublic: MY GOfd.MISSION EXPIRES FEB. 2' , 2009 My mission Expires: LANDLORD ACKNOWLEDGMENT INDIVIDUAL ACKNOWLEDGMENT STATE OFJ � �. ss: COUNTY OF ) BE IT REMEMBERED, that on this day of ` , 200U before me, the subscriber, a e onaut4qrized to take oaths in the State of personally appeared Sk_ who, being duly sworn on his/her/their oath, deposed and made proof to my satisfaction that he/she/they is/are the person(s) named in the within instrument; and I, having first made known to him/her/them the contents thereof, he/she/they did acknowledge that he/she/they signed, sealed and delivered the same as his/her/their voluntary act and deed for the purposes thereA*n contained. Notary Public: '�^.:tt�x'a utenII: -i, E�' My Commission Expires: lkotpy F -4 571c, !ate of Newyork Fla, �<8:�+"v"v72828 fa Al --sae Countgy� 3A.Dr3l t5, 12 2005 Option Land Lease CORPORATE ACKNOWLEDGMENT STATE OF ) ss: COUNTY OF ) I CERTIFY that on , 200_, representative] personally came before me and acknowledged under oath that he or she: (a) is the [title] of corporation], the corporation named in the attached instrument, (b) was authorized to execute this instrument on behalf of the corporation and (c) executed the instrument as the act of the corporation. Notary Public: My Commission Expires: 13 [name of [name of 2005 Option Land Leese EXHIBIT 1 DESCRIPTION OF PREMISES Page _ of _ to the Agreement dated , 200_, by and between M.G.H Enterprises, Inc. a domestic Corporation, as Landlord, and Cingular Wireless PCS, LLC, a Delaware Limited Liability Company, as Tenant. The Premises are described and/or depicted as follows: Notes: 1. This Exhibit may be replaced by a land survey and/or construction drawings of the Premises once received by Tenant. 2 Any setback of the Premises from the Property's boundaries shall be the distance required by the applicable governmental authorities. 3. Width of access road shall be the width required by the applicable governmental authorities, including police and fire departments. 4. The type, number and mounting positions and locations of antennas and transmission lines are illustrative only. Actual types, numbers and mounting positions may vary from what is shown above. Rev. 2/3/04 Option Land Lean o� -6- I 5 Id 3 2 (�} `� DFN=STV[160.021 DWG z( x 34 u JI([ /" ij'(S PSG= IN C IN E N L N i at&t d y' _ Q Z OF pQpEp�,S SITE NUMBER: NYCENY1059 fit0 ®p O o SITE NAME: ORIENT BY THE SEA RESTAURANT 0 n `o J d t n a c 3 DRAWING INDEX REV. DIRECTIONS: MIDLAND AVE (NORTH—WEST) TAKE RAMP (RIGHT) ONTO SR -17 TURN RIGHT ONTO RAMP TAKE RAMP (LEFT) ONTO SR -4 PROJECT INFORMATION 10 T-1 TITLE SHEET 6 u SCOPE OF WORK: AN UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING A-1 SITE PLAN 6 o TAKE RAMP (LEFT) ONTO 1-95 EXPRESS LN [NEW JERSEY TPKE] TELECOMMUNICATIONS EQUIPMENT AT GRADE LEVEL ATOP NEW ELEVATED STEEL EQUIPMENT PLATFORM AND RELATED ANTENNAS A-2 PARTIAL SITE PLAN 6 MERGE ONTO 1-95 [NEW JERSEY TPKE] KEEP STRAIGHT ONTO 1-295 [CROSS BRONX EXPY EXT] MOUNTED INSIDE NEW RF TRANSPARENT MONOPOLE. A-3 EAST ELEVATION 6 TAKE RAMP (RIGHT) ONTO CROSS ISLAND PKY AT EXIT 30E, KEEP RIGHT ONTO RAMP (0.4 MI) TAKE RAMP (LEFT) ONTO 1-495 [LONG ISLAND EXPY] AT EXIT 73, TURN OFF ONTO RAMP SITE ADDRESS: 40200 MAIN RD. (a.k.a. S.R. 25) D A-4 ARCHITECTURAL DETAILS 6 KEEP LEFT TO STAY ON RAMP BEAR RIGHT (EAST) ONTO CR -58 [OLA COUNTRY RD] ORIENT POINT, N.Y. 11957 A-5 CABINET DETAILS 6 KEEP STRAIGHT ONTO SR -25 [MAIN RD] TURN LEFT (NORTH—WEST) ONTO LOVE LN A-6 TURN RIGHT (NORTH—EAST) ONTO CR -48 [MIDDLE RD] TURN LEFT (NORTH) ONTO CR -48 [MAIN RD] PROPERTY OWNER: M.G.H. ENTERPRISES, INC. s ANTENNA MOUNTING DETAILS 6 KEEP STRAIGHT ONTO SR -25 [MAIN RD] ARRIVE AT MAIN RD, ORIENT POINT NY 11957 A-7 ARCHITECTURAL DETAILS 6 CONTACT PERSON: BOB HAASE (631) 323-2424 A-8 STRUCTURAL FRAMING PLAN, NOTES AND DETAILS 6 VICINITY MAP E-1 ELECTRICAL RISER DIAGRAM AND NOTES 6 APPLICANT: NEW CINGULAR WIRELESS PCS, LLC n E-2 ELECTRICAL DETAILS, SYMBOLS AND ABBREVIATIONS 6r�� = E-3 15 EAST MIDLAND AVENUE PARAMOS, NJ 07652 A p �� + x AC SINGLE -LINE DIAGRAM FOR ARGUS TE -41 DC POWER PLANT 6 E-4 SYSTEM DIAGRAM, TOWER SITE WITH OUTDOOR BASE BAND RRHs ON GROUND _�` r a EE LATITUDE: LONGITUDE: N 41. 9' 9" ..NAD (83) W 77 14' 39.7" **NAD ( 83) 6 ELEVATION: 8'—O" AMSL •*NAVD (88) WIRING DIAGRAM, OUTDOOR BASE BAND RRHs ON GROUND E-5 DC/DC CONVERTER 6 ' � 4 JURISDICTION: TAX I.D. NUMBER: TOWN OF SOUTHOLD BLK: 9 LOT: 8.1 SEC: 15 E-6 TELCO, ELECTRIC, GROUNDING PLAN AND DETAILS 6 Poa fffy��L = ,, & m * ZONING DISTRICT: ZONE: MARINE II MAP: N/A E-7 GROUNDING DETAILS 6 y CURRENT USE: MARINA/RESTAURANT NILJ @ - opo PROPOSED USE: MARINA/RESTAURANT/WIRELESS COMMUNICATIONS FACILITY . Qq 4t�f �4a CODE AND STANDARDS,g SITE QUALIFICATION PARTICIPANTS ALL CONSTRUCTION SHALL MEET OR EXCEED ALL APPLICABLE NATIONAL AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 4 r ei '+ sp9rr9 z NAME COMPANY NUMBER 1, a+?% —BUILDING CODE OF THE TOWN OF SOUTHOLD —AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) —BUILDING OFFICIALS AND CODE ADMINISTRATION (BOCA) —AMERICAN STANDARDS ASSOCIATION (ASA) Pte," x 6 tw9tM A/E NEIL A. MACDONALD WILLIAM F. COLLINS, AIA (631) 689-8450 ARCHITECTS, LLP —BUILDING CODE OF THE STATE OF NEW YORK —UNDERWRITERS LABORATORIES (UL) —NATIONAL ELECTRIC CODE (NEC)) —NATIONAL ELECTRIC MANUFACTURES ASSOCIATION (NEMA) 'p I �AL SAC VICTORIA BRENNAN SHORE 2 SHORE (631) 807-7836 —NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) ,4' �. a72+.a"i.f.Fu. Aaak RF SHAHED HUSAIN BECHTEL TELECOMMUNICATIONS (978) 239-5328 gWsghM Y V CON RICHARD CHIAPPA -------BE-CHTEL TELECOMMUNICATIONS (201) 218-7763 ni9,Rlwr CONTACT BOB HAASE �EDO THE SEA RESTAURANT (631) 323-2424 41 A F A� plow" � PDR LONS R.CMN a� AIDER Aj QW/m/" ISSUED POR CORSTRUCMIR C.P. Nf �v "7 WILLIAM F. COLLINS, AIA ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 a t&t ssuEn PnR Q 09/19/11 ISSUED F011 NEI` �9.ED FDR QiISSUED FOR pS/m/. C.P. Nf G.. ILF N. ffoec AT&T MOBILITY GH. TITLE SHEET CMM Hi NM ,y j, A R C H I T E C T S, L LP NY7320 =1 — ��! AT&T MOBILITY 0 a/nps ssum FOR coNsmucnoN �vv ur 10-1 TECHNOLOGY DRIVE SETAUKET.NV11733 40200 MAIN RD 15 EAST MIDLAND AVENUE W. DATE RENS BY CNK - JO SITE NO. DRAWING NUMBER REV VOICE: 631-689-8450 F.AX: 631-689-9459 ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652 � wm a /N, �2(y't� NYCENY1059 T-1 6 I 5 Id 3 2 (�} `� DFN=STV[160.021 DWG z( x 34 u JI([ /" ij'(S PSG= IN C IN E NEW AT&T ELECTRIC CONDUITS TRENCHED UNDERGROUND FROM NEW AT&T ELECTRICAL METER AND DISCONNECT SUPPORT RACK TO NEW AT&T ELECTRIC PANEL MOUNTED ON NEW ELEVATED EQUIPMENT PLATFORM. SEE 1/A-4 FOR MORE INFORMATION SITE DATA ANTENNA TYPE 1) NEW LEASE AREA QNCL MONOPOLE & VERIZON MESA SPAN CAB) 519 *SQ. FT 2) E NEW MONOPOLE To SoUM PROPERTY UNE SETBACK 240•-f0' 3) E NEW MONOPOLE TO SOUTH aA.KHEAD SETBACK 196•-r 4) E NEW MONOPOLE To SWIM PROPERTY UNE SETBACK 40'-5' 5) 4. NEIN MONOPOLE TO EXISTING BUILDING 274'-0 6) E NEW MONOPOLE TO NORM PROPERTY UNE SETBACK 759'-Y 7) E NEW MONOPOLE TO NORTH BIXILHEAD SETBACK 112-10' 8) E NEW MONOPOLE TO NORTH O.H. UIN.RY 773'-3' 9) f NEW MONOPOLE TO NORTH RESIDENTIAL PROPERTY LINE 831'-f 10) E NEW MONOPOLE TO NORM RESCOM& HOME SETBACK 860'-C 11) E NEW MONOPOLE TO EAST PROPERTY LINE wrliACK 253'-C 12) 4 NEW MONOPOLE To EAST BUU01m SETBACK 175'-9" 13) E NEW MONOPOLE TO SE PROPERY UNE SETBACK 176•-1' 14) E NEW MONOPOLE TO SE BULKHEAD SETBACK 154'-1' 15) E NEW MONOPOLE TO SWM EDGE of PAVL]AENT SETBACK 87'-0' 16) E NEW MONOPOLE TO WEST PROPERTY LINE SETBACK 19'-5 17) NEW EOLPYENT COMPOUND TO WEST PROPERTY LIE SETBACK 7* -1' 18) NEW EQUIPMENT COMPOUND TO EAST BULKHEAD SETBACK 174•-9' 19 HGROUND WATER BELOW G8'-0" �p NEW 14'-0" HIGH JUNIPERUS VIRGINIANA O 7'-0' O.C., TYP. OF (5) NEW AT&T EQUIPMENT CABINETS MOUNTED ON NEW ELEVATED GALVANIZED STEEL PLATFORM. SEE 1/A-2 FOR MORE INFORMATION NEW AT&T 70'-0' HIGH RF COMPATIBLE MONOPOLE AND „ E ANTENNAS. TO BE EXTENDABLE TO a 1 90'-0" 0 0 O N C t N r c o� A7 SfC 0 241y OR "C' DO TRof O Of o T O `o E`o n 0. aw c v O N 0 0 2 C t ._ Ot o � �� ae V y JQ� 0__ ANTENNA TYPE EXISTING UNDERLYING VEGETATION, o SECTOR 'C' TRAILER AND BOATS TO BE CLEARED PRIOR TO START OF 3 UTILITY LINES FROM UTILITY POLE #35 BEYOND CONSTRUCTION a 100-O" EXISTING SHORELINE / 0- z SITE PLAN o ti SCALE: 1'=40-0' a > aa° O O U v y r t � O = ma WILLIAM F. COLLINS, AIA o A R C H I T E C T S. L L P t H mL 10.1 TECHNOLOGYDRIVE SETAUKF.T. NY 11737 d« VOICE: 611-bB9-N950 F.4X 631-609-.11 �UZ 0 LOCATION OF NEW AT&T ELECTRIC METER AND DISCONNECT SUPPORT RACK. SEE 1/A-4 FOR MORE a INFORMATION ��Xc�SXO EXISTING STORAGE BUILDING QPR�eP��l S�PLLN \ J O� I Aa-� 7W s�� ACAs /+ 539.44 40" W C R�NE�S ORIENT BY THE SEA RESTAURANT NYCENY1059 /1-1-1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 I S EXISTING /+ MARINA 7/ t + t / • a " /// �p + V Q� EXISTING MARINA 7 + Ar ANTENNA CABLE LENGTHS ANTENNA TYPE EXISTING OVERHEAD SECTOR "B" SECTOR 'C' UMTS/GSM 100'-O" UTILITY LINES FROM UTILITY POLE #35 BEYOND LTE 100-O" 100-0" 100-0" cs ACCORDANCE WITH AT&T NEW AT&T TELCO CONDUIT PROJECT TECHNICAL ANY ITEMS AND/OR SPECIFICATIONS FOR SITE ER S\O�NGF TRENCHED UNDERGROUND FROM SCOPE OF WORK. PROPERTY LINE, TYP. EXISTING UTILITY POLE /35 TO NEW MESA SPAN CABINET AT SOUTHWEST CORNER OF EXISTING RESTAURANT AND MARINE FUELING PROPERTY EXISTING TRANSFORMER, METER AND DISCONNECT EXISTING PROPERTY OWPOINED SBY ORIENT ARK 7 STATION edf �p A -/ LOCATION OF NEW AT&T ELECTRIC METER AND DISCONNECT SUPPORT RACK. SEE 1/A-4 FOR MORE a INFORMATION ��Xc�SXO EXISTING STORAGE BUILDING QPR�eP��l S�PLLN \ J O� I Aa-� 7W s�� ACAs /+ 539.44 40" W C R�NE�S ORIENT BY THE SEA RESTAURANT NYCENY1059 /1-1-1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 I S EXISTING /+ MARINA 7/ t + t / • a " /// �p + V Q� EXISTING MARINA 7 + Ar ANTENNA CABLE LENGTHS ANTENNA TYPE SECTOR ",4 SECTOR "B" SECTOR 'C' UMTS/GSM 100'-O" 100-0" 100-O" LTE 100-O" 100-0" 100-0" EXISTING BOAT LAUNCH RAMP EXISTING BULKHEAD EXISTING BAY ENTRANCE , °, tope/" Qe a/m/n A Ue/1]/11 at&t a:�InI. x� m/z7M a/npu AT&T MOBILITY 15 EAST MIDLAND AVENUE W. WE PARAMUS, NJ 07652 Si.,,= AS Nmm 4 J' 3 'oPc �-A ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE THAT EXISTING UNDERGROUND UTILITIES ARE NOT DISTURBED. MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO BACKFILLING. THE CONSTRUCTION AND PLACEMENT OF THE FACILITY WILL NOT INTERFERE WITH PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND CUSTOMARY TRANSMISSION OR RECEPTION OF RADIO, TELEVISION OR OTHER COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. NOTE: DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE PROPOSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. 01 C i TN NOTE: toINFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: HAWKINS WEBB JAEGER PLLC., 3239 ROUTE 112, BUILDING 8 -SUITE 1, MEDFORD, NY 11763, (631) 732-7777, 14 (DATED JULY 2ND, 2009, PROJECT NO: 06-0099) NORTH 0' 20 40 80' A asum FOR comnurnoN Alf Al.i C/ 17" FER N I r=ao-a 55UE0 FOR WIKIRUCIgN C.P. Alf ISSYm FOR PERl1YRYAY REVIEW �.P. AF �i AT&T MOBILITY L45UED FOR -N RUCTON GNY ALF NM 47 sslrEn FOR mNmeue7aN Gxu AEF i k y-� w m FOR—VRUCtpN GNY SITE PLAN ISSYm FOR CONSIRUCRON AVJ ALF - REVISIONS Rr GIK SITE NO. DRAWING NUMBER RFV DESIGNED Fw. Alr ?694A 1��E7 NYCENYI 059 A-1 6 2 N DFN-STV[160,021 DWG 22 z 34 SIZE PSC- RF COMPATIBLE MONOPOLE TO BE "GRAY/BLUE: SHERWIN-WILLIAMS #SWO06 COPEN BLUE". um u9m. CONTRACTOR IS TO CONTRACTOR TO PROVIDE RESTORE ANY AREA SITE SPECIFIC SIGNAGE IN WHICH IS AFFECTED BY ACCORDANCE WITH AT&T THE INSTALLATION OF PROJECT TECHNICAL ANY ITEMS AND/OR SPECIFICATIONS FOR SITE EQUIPMENT WITHIN THIS SIGNAGE. SCOPE OF WORK. ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE THAT EXISTING UNDERGROUND UTILITIES ARE NOT DISTURBED. MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO BACKFILLING. THE CONSTRUCTION AND PLACEMENT OF THE FACILITY WILL NOT INTERFERE WITH PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND CUSTOMARY TRANSMISSION OR RECEPTION OF RADIO, TELEVISION OR OTHER COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. NOTE: DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE PROPOSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. 01 C i TN NOTE: toINFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: HAWKINS WEBB JAEGER PLLC., 3239 ROUTE 112, BUILDING 8 -SUITE 1, MEDFORD, NY 11763, (631) 732-7777, 14 (DATED JULY 2ND, 2009, PROJECT NO: 06-0099) NORTH 0' 20 40 80' A asum FOR comnurnoN Alf Al.i C/ 17" FER N I r=ao-a 55UE0 FOR WIKIRUCIgN C.P. Alf ISSYm FOR PERl1YRYAY REVIEW �.P. AF �i AT&T MOBILITY L45UED FOR -N RUCTON GNY ALF NM 47 sslrEn FOR mNmeue7aN Gxu AEF i k y-� w m FOR—VRUCtpN GNY SITE PLAN ISSYm FOR CONSIRUCRON AVJ ALF - REVISIONS Rr GIK SITE NO. DRAWING NUMBER RFV DESIGNED Fw. Alr ?694A 1��E7 NYCENYI 059 A-1 6 2 N DFN-STV[160,021 DWG 22 z 34 SIZE PSC- C O N E HIM: d ANY EXISTING TREES, UNDERLYING VEGETATION, �D TRAILERS AND BOATS IN AREA OF NEW CONSTRUCTION TO BE CLEARED PRIOR TO START OF CONSTRUCTION. Z O L •` Ot n'C DASHED LINES REPRESENT d EXISTING SHRUBBERY TO DE— - - - - - REMOVED 0°" NEW AT&T TELCO AND POWER PANELS o } MOUNTED TO NEW PLATFORM HANDRAIL. SEE 4168/E-1 SIM. Y NEW AT&T EMERGENCY GENERATOR z RECEPTACLE MOUNTED TO SIDE OF a; POWER PANEL NEW CONCRETE PAD MOUNTED MESA SPAN CABINET c ^ c O \ C0 o0 O U F 03 w C u `oy =TYP., �� c 04 u00 cc'8.6 o. y o cN, ° U, d r (5) NEW 14'-0" HIGH JUNIPERUS VIRGINIANA O 7'-0" O.C. SEE 1/A-7 FOR MORE INFORMATION Ty�rfit N w+ 1/A-5 FOR MORE INFORMATION �� \✓�Y^ 7 2 FROM NEW AT&T ELECTRIC METER AND DISCONNECT TO eo O N ` r THE CONTRACTOR IS TO REGRADE LTHEATT EQUIPMENT COMPOUND AREA TO AGRADE OF 8'-0" AMSL PRIOR TO F EQUIPMENT PLATFORM CONSTRUCTI d '0 r c U O O1 U m p O 6 T 0 O a' - o 0 a� 0 Q 0 o 0 0 0 c � o y v" 0 CO 0. L U o NOTE: 3 IF THIS SHEET IS 11" X 17" REFER '6a TO THE GRAPHIC SCALE ABOVE. 0:::) c PARTIAL SITE PLAN o U 6 00`SCALE: 1/2'=1'-0' O O `p p U U ma WILLIAM F. COLLINS, AIA o A R C H I T E C T S. L L P L N .2 10.1 TECNNOIAGV DRIVE SETAUKET. N\' 11733 OVOICE. 611-689-8450 FAX : 611fi89-8459 "UZ - I r T -"k, r .f "� 1 r Ix— x— x— 1 � 1 Tr` T J' T/E x— x— x— x-- x— x— x— x— x— x (5) NEW 14'-0" HIGH JUNIPERUS VIRGINIANA O 7'-0" O.C. SEE 1/A-7 FOR MORE INFORMATION Ty�rfit \v T/E -"k, r .f "� 1 r Ix— x— x— 1 � 1 Tr` T J' T/E x— x— x— x-- x— x— x— x— x— x It ltd x V x x (3) NEW AT&T RRH'S MOUNTED ON UNISTRUT SECURED ? TO NEW EQUIPMENT PLATFORM HANDRAIL SEE 1 AND L �_ _ I 1104/A-5 FOR MORE INFORMATION /� d: Z r NEW 400 SO. FT. AT&T FENCED LEASE AREA x % -x( BATT " ro - NEW AT&T EQUIPMENT CABINETS MOUNTED ON NEW T9(}tl E��T T ( CABJNET. I 9M VDC � �� '' ELEVATED GALVANIZED STEEL PLATFORM, TYP. A% CMET " ' NEW 14'-0" HIGH CHAINLINK FENCE WITH 4'-0" ci (OR I / LOCKABLE GATE AND GREEN 'PERMAHEDGE' PRIVACY \ \UEp5SN0 Cy I �, SLATS OR EQUAL. SEE SHEET A-7 FOR MORE cr n INFORMATION ` x 46. x —x x -x x x x x x x -x z- -x x -x x -x x NEW AT&T ELEVATED ICE BRIDGE. SEE 2/A-4 B FOR MORE INFORMATION 2' 11" 2'-0" 2'-O" -6" 2'-6" 2'-6" 2'-6" 2'-6" 4" 4'-5" 28'-0" 35'-0" /\--NEW AT&T COAXIAL ANTENNA CABLES ROUTED THROUGH NEW ELEVATED ICE BRIDGE TO NEW MONOPOLE NEW AT&T GPS UNIT MOUNTED TO NEW CABLE ICE O BRIDGE POST. SEE 801/A-6 FOR MORE INFORMATION NEW AT&T ANTENNA CABLE SUPPORT RACK �FRAME. SEE r ti� 2 SYMBOL LEGEND: v � � tb J3/A-4 FOR MORE INFORMATION NOTE• 74' TN Q y ^ -A-A- ANTENNA CABLE DRAWING DEPICTS THE INSTALLATION OF NEW ANTENNAS, (6) NEW AT&T ANTENNAS MOUNTED WITHIN RF COMPATIBLE CONCEALMENT MONOPOLE, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE NEW TYP. (2) ANTENNAS PER SECTOR. SEE 1/A-3 AND 3/A-6 FOR MORE INFORMATION -T-T- TELCO CONDUIT RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE NEW 70'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT MONOPOLE -E-E- ELECTRIC CONDUIT FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE (TO BE EXTENDABLE TO 90'-0") -T/ET/E- TELCO & ELECTRIC CONDUIT LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED NORTH DOCUMENT OR TTH1r ORK SHALL BE FILED BY NEW MONOPOLE FOUNDATION BY OTHERS. SEE 8.6-I- EXISTING AMSL SPOT ELEVATION OTHERS A NOTE BOX THIS SHEET Q 01nm "M Q5 a/20/it 69UE➢ FOR CONSiRUCipN L.P. f NY �5 D a/ILII IssunFORPORRaw RrnEw L.P. AF \P = G AT&T MOBILITY ORIENT BY THE SEA RESTAURANT �� p 07/29/a KS F0 FOR CONS OCipR GHM A 0 NYCENY1059 / LI -1059 p wmm FaR Lars R9L a LHN RF x/24/69 4SSlIEO FUR CORSTNUCIIW GVM AlF iZ NY7320 PARTIAL SITE PLAN AT&T MOBILITY Qo a/zLce rssuen FOX caMsr"Oct'°" "°' AI,F ' f 40200 MAIN RD 15 EAST MIDLAND AVENUE w. pA7E RCWs10"s 6 cNK SITE N0. DRAWING NUMBER REV ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652 srxc: As MLtm oFSICNCL oRAwN en w, uF a� � NYCENYI059 A-2 6 5 4 3 2 DFN-STV[160,021 .DWG 22 x 34 SIZE C}� N Ems' PSG_ (5) NEW 14'-0" HIGH JUNIPERUS VIRGINIANA O 7'-0" O.C. SEE 1/A-7 FOR MORE INFORMATION (2) NEW PURCELL CABINETS STACKED. NEW BBU TO BE INSTALLED IN NEW PURCELL FLXI6WS CABINET. SEE 1/A-5 FOR MORE INFORMATION �� \✓�Y^ 7 NEW AT&T ELECTRIC CONDUIT TRENCHED UNDERGROUND FROM NEW AT&T ELECTRIC METER AND DISCONNECT TO \ NEW AT&T ELECTRIC PANEL MOUNTED ON NEW AT&T T, EQUIPMENT PLATFORM. SEE 1/A-1, 1 AND 566/A-4 r/E - E( AND 1/E-1 FOR MORE INFORMATION NEW AT&T TELCO CONDUIT TRENCHED UNDERGROUND 4'-0" FROM NEW MESA SPAN CABINET TO NEW AT&T TELCO x- x- x ;. PANEL MOUNTED ON NEW AT&T EQUIPMENT PLATFORM HANDRAIL. SEE 1 AND 566/A-4 FOR MORE INFORMATION It ltd x V x x (3) NEW AT&T RRH'S MOUNTED ON UNISTRUT SECURED ? TO NEW EQUIPMENT PLATFORM HANDRAIL SEE 1 AND L �_ _ I 1104/A-5 FOR MORE INFORMATION /� d: Z r NEW 400 SO. FT. AT&T FENCED LEASE AREA x % -x( BATT " ro - NEW AT&T EQUIPMENT CABINETS MOUNTED ON NEW T9(}tl E��T T ( CABJNET. I 9M VDC � �� '' ELEVATED GALVANIZED STEEL PLATFORM, TYP. A% CMET " ' NEW 14'-0" HIGH CHAINLINK FENCE WITH 4'-0" ci (OR I / LOCKABLE GATE AND GREEN 'PERMAHEDGE' PRIVACY \ \UEp5SN0 Cy I �, SLATS OR EQUAL. SEE SHEET A-7 FOR MORE cr n INFORMATION ` x 46. x —x x -x x x x x x x -x z- -x x -x x -x x NEW AT&T ELEVATED ICE BRIDGE. SEE 2/A-4 B FOR MORE INFORMATION 2' 11" 2'-0" 2'-O" -6" 2'-6" 2'-6" 2'-6" 2'-6" 4" 4'-5" 28'-0" 35'-0" /\--NEW AT&T COAXIAL ANTENNA CABLES ROUTED THROUGH NEW ELEVATED ICE BRIDGE TO NEW MONOPOLE NEW AT&T GPS UNIT MOUNTED TO NEW CABLE ICE O BRIDGE POST. SEE 801/A-6 FOR MORE INFORMATION NEW AT&T ANTENNA CABLE SUPPORT RACK �FRAME. SEE r ti� 2 SYMBOL LEGEND: v � � tb J3/A-4 FOR MORE INFORMATION NOTE• 74' TN Q y ^ -A-A- ANTENNA CABLE DRAWING DEPICTS THE INSTALLATION OF NEW ANTENNAS, (6) NEW AT&T ANTENNAS MOUNTED WITHIN RF COMPATIBLE CONCEALMENT MONOPOLE, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE NEW TYP. (2) ANTENNAS PER SECTOR. SEE 1/A-3 AND 3/A-6 FOR MORE INFORMATION -T-T- TELCO CONDUIT RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE NEW 70'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT MONOPOLE -E-E- ELECTRIC CONDUIT FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE (TO BE EXTENDABLE TO 90'-0") -T/ET/E- TELCO & ELECTRIC CONDUIT LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED NORTH DOCUMENT OR TTH1r ORK SHALL BE FILED BY NEW MONOPOLE FOUNDATION BY OTHERS. SEE 8.6-I- EXISTING AMSL SPOT ELEVATION OTHERS A NOTE BOX THIS SHEET Q 01nm "M Q5 a/20/it 69UE➢ FOR CONSiRUCipN L.P. f NY �5 D a/ILII IssunFORPORRaw RrnEw L.P. AF \P = G AT&T MOBILITY ORIENT BY THE SEA RESTAURANT �� p 07/29/a KS F0 FOR CONS OCipR GHM A 0 NYCENY1059 / LI -1059 p wmm FaR Lars R9L a LHN RF x/24/69 4SSlIEO FUR CORSTNUCIIW GVM AlF iZ NY7320 PARTIAL SITE PLAN AT&T MOBILITY Qo a/zLce rssuen FOX caMsr"Oct'°" "°' AI,F ' f 40200 MAIN RD 15 EAST MIDLAND AVENUE w. pA7E RCWs10"s 6 cNK SITE N0. DRAWING NUMBER REV ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652 srxc: As MLtm oFSICNCL oRAwN en w, uF a� � NYCENYI059 A-2 6 5 4 3 2 DFN-STV[160,021 .DWG 22 x 34 SIZE C}� N Ems' PSG_ C "O E Ul � a� c �N `o= a'C N Q v L'y �N m 03 L � '3 Q T7 r U' z nv �c L C U � C m U c o I_ c c o n T � �a O U T—y L O U Em `o c ww T � c 3 O � c � _ N �m ua � N 0, d V w a c `o O U — o m +- 0 O � U CI yN �a w w .- wE 0 0 o m C L N � G o� L y L C U U D9 U m C o To �E 00 c o_ o w a� C y 0 0 ` 0o 0 T.0 NEW R.F. COMPATIBLE MONOPOLE (EXTENDABLE TO 90-0") � 67'-0"t AGL RAD. NEW AT&T ANTENNAS 57'-0"t AGL RAD. NEW AT&T ANTENNAS 14'-0"t AGL T.O. NEW SHRUBS (BEYOND) $L3' -0"t AGL T.O. NEW FENCE AND T.O. NEW UPPER ICE BRIDGE 12'-5"t AGL T.O. NEW AT&T EQUIPMENT CABINET VT_. 5't AGL NEW LOWER ICE BRIDGE V3"t AGL 13'-3"t AMSL . NEW AT&T EQUIPMENT PLATFORM 4'(12'-("f AMSL) B.O. NEW AT&T EQUIPMENT PLATFORM (FLOOD LEVEL) NOTE: THE CONTRACTOR IS TO REGRADE THE AT&T EQUIPMENT COMPOUND AREA TO A LEVEL GRADE OF 8'-0" AMSL PRIOR TO START OF EQUIPMENT PLATFORM CONSTRUCTION. LEGEND —A—A— ANTENNA CABLE —T—T— TELCO CONDUIT —E—E— ELECTRIC CONDUIT —T/E—T/E— TELCO & ELECTRIC CONDUIT EAST ELEVATION 1 ¢cAl c 1 in•=1-n• WILLIAM F. COLLINS. AIA A R C H I T E C T S, L L P IU -1 TECIMOLOGI'DRINL SETAUICET. N1' 11731 VOICE. 631-6$9-8450 FAX 631-9-8459 0 6 go I NOPOL BASE I i I I I I u (3) NEW AT&T LTE ANTENNAS AND (6) MHAs MOUNTED WITHIN RF COMPATIBLE CONCEALMENT MONOPOLE, TYP. SEE 4/A-6 FOR MORE INFORMATION (3) NEW AT&T UMTS/GSM ANTENNAS AND (6) MHAs MOUNTED WITHIN RF COMPATIBLE CONCEALMENT MONOPOLE, TYP. SEE 2/A-6 FOR MORE INFORMATION NEW 70'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT MONOPOLE (TO BE EXTENDABLE TO 90'-(") NEW AT&T COAXIAL ANTENNA CABLES ROUTED WITHIN NEW AT&T MONOPOLE. SEE 1/A-6 FOR MORE INFORMATION (5) NEW 14'-0" HIGH JUNIPERUS VIRGINIANA • 7'-0" O.C. BEYOND. SEE 1/A-7 FOR MORE INFORMATION NEW CONCRETE PAD MOUNTED MESA SPAN CABINET BEYOND. SEE 1/A-2 FOR MORE INFORMATION (2) NEW AT&T GPS UNIT MOUNTED TO NEW CABLE ICE BRIDGE POST. SEE 1121A/A-6 FOR MORE INFORMATION NEW AT&T ELEVATED CABLE ICE BRIDGE. SEE 2 AND 4/A-4 FOR MORE INFORMATION NEW AT&T ANTENNA CABLE SUPPORT RACK. SEE 3/A-4 FOR MORE INFORMATION NEW AT&T OUTDOOR EQUIPMENT CABINETS MOUNTED ON NEW ELEVATED GALVANIZED STEEL PLATFORM, TYP. SEE 1/A-8 FOR MORE INFORMATION NEW AT&T 13'-O" HIGH CHAINLINK FENCE WITH 4'-0" LOCKABLE GATE AND GREEN "PERMAHEDGE" PRIVACY SLATS OR EQUAL. SEE SHEET A-7 FOR MORE INFORMATION (3) NEW AT&T RRH'S MOUNTED ON SUPPORT RACK. SEE 11108/A-5 FOR MORE INFORMATION NEW ELEVATED GALVANIZED STEEL EQUIPMENT PLATFORM. SEE 1/A-8 FOR MORE INFORMATION NEW CONCRETE PIER, TYP. OF (6) LOCATIONS. SEE 1 AND 4/A-8 FOR MORE INFORMATION J -IVx T.O. NEW T- NE — NENE — NE NE NE — NE — NE — NE NEW MONOPOLE FOUNDATION BY OTHERS. SEE / NOTE BOX THIS SHEET NEW AT&T GALVANIZED STEEL DUNNAGE RAIUNG AND STAIR, TYP. SEE SHEET A-8 FOR MORE INFORMATION NEW AT&T TELCO CONDUITS TRENCHED UNDERGROUND FROM NEW AT&T TELCO PANEL TO NEW MESA SPAN CABINET. SEE 1 AND 566/A-4 FOR MORE INFORMATION NEW AT&T ELECTRICAL CONDUITS TRENCHED UNDERGROUND FROM NEW AT&T METER AND DISCONNECT SUPPORT RACK TO NEW AT&T ELECTRIC PANEL MOUNTED TO NEW ELEVATED EQUIPMENT PLATFORM HANDRAIL. SEE 1 AND 566/A-4 FOR MORE INFORMATION ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT. N.Y. 11957 5 !N at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 NE — NE NOTE: o' 2' 4' e' IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE. 1/2'=1'-0" Q10/29/11 ISSUED GOI9 C0,69RuC QD9/2D/11 ISSUED Gw9 CONS'IRUCIION L.P. Q09/12/11 ISSUED GDR PERWMY9Y RE Q07/29/09 ISSUED GDR CDN SiRUCTON IHM 0 w/n/w ISSUED GDR coxsmuctwx cH. u w/r/w. .—D GDR co"srmxnoN cNM ur w/z7/O6 ISSUED GDR CONS—ON 7.VJ }_ MIE I RlYISIONS as No1m DEs�cNGD NOTE. DRAWING DEPICTS THE INSTALLATION OF NEW ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE 14' N NEW RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION SE DESIGNED BY A NEW YORK MES M.GNED PROFESSIONAL AND SEALED NORTH FOR THIS WORK DRawr9 Rr: cR, ur ��, 2 N 78 AT&T MOBILITY EAST ELEVATION N0. SITE NO. I DRAWING NUMBER REV 97 NYCENY1059 A-3 6 OFN=SM160,021 .DwG 22 x 34 D SIZE PSC= m C 1.1 A • C O N CUT POST LENGTH TO SUIT BY E REMOVING UNCAPPED END m v NOTES - RIGID STEEL RIGID GALV. STEEL n ; 1 -WHEN USING COMPONENTS AS SHOWN IN STANDARD CONDUIT PLUG r CONDUIT COUPLING aciu [PN W840001 OR WB40002 DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS o (SEE TABLE)] ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL 6" GRADE tY WIDE X 720' LONG ICE SHALL BE 9 FEET FOR 10 FEET BRIDGE CHANNEL. o r g o BRIDGE CUT ICE BRIDGE RIGID GALV. g CHANNEL 2 -WHEN USING COMPONENTS FOR SPLICING BRIDGE STEEL CONDUIT PVC SCHEDULE N - m m LENGTH TO SUIT (SEE NOTES) CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT 40 SIZE AS m a TRENCH FINISH GRADE, MATCH 3 ; THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 RIGID GALV. STEEL SHOWN ON p SLOPE AND THICKNESS FEET FROM THE SUPPORT. m _ OF EXISTING [TRAPEZE K003 (SEE TABLE)] TO PVC ADAPTER LAYOUTS I=I I I� I I I Ii I I=I II I IT �I COMPACTED BACKFILL PER (2) TRAPEZE KITS ARE INCLUDED 3•wHEN USING COMPONENTS, SUPPORT SHOULD BE r I I I -- I SPECIFICATION EARTHWORK E w b WITH ICE BRIDGE. ORDER PROVIDED AS CLOSE AS POSSIBLE TO THE ENDS OF ICE _ I I BRIDGES, WITH A MAXIMUM CANTIL AVER DISTANCE OF 2 -"'- UNDISTURBED SOIL o i4 ADDITIONAL TRAPEZE KITS AS FEET FROM THE SUPPORT TO THE FREE END OF THE ICE _ b I— = _-----_- =- I — v REQUIRED, TO MAINTAIN (MTMAXP) UM BRIDGE. DETAIL @UNDERGROUND 2:10 i I I I ( _ _ _ _ _ _ _ I 6 WIDE METAL CORE, CABLE SPAN OF 3'-0" °a� iv --- ----- UNDERGROUND WARNING TAPE PRINTED WITH "CAUTION a 4.CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES t b 1 I _ r o TREATED WITH A MATERIAL TO RESTORE THESE EDGES TO CONDUIT STUB -UP o — ---- ____ = BURIED UTILITY LINES" = m ANTENNA CABLES ARRANGEMENT THE ORIGINAL. CHANNEL, OR EQUIVALENT, FINISH. s BY SUB -CONTRACTOR SCALE11/4'=1'-0' m 2X12 CCA.04 TREATED w v c o , = iv S.ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS 0 I .L� CONTINUOUS PLANKS PAINTED a =1I� I—II IFROM OTHER MANUFACTURERS, PROVIDED THE c RED. NUMBER OF PLANKS AS _ o U REQ'D FOR WIDTH OF MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. Iy I TRENCH o &DEVIATIONS FROM STANDARDS FOR COMPONENT BACKFILL (SAND OR oCONCRETE in PIER INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE Em SCH. 40 PVC—I ; NATIVE SOIL) PER-wMANUFACTURER'S APPROVAL. o TELEPHONE I I -I I EARTHWORK SPECIFICATION ; ml Td CONDUIT (1 SCH. 40 PVC ¢ .,;• a � POWER CONDUIT ACTIVE, CONDUIT ="- w AS REQUIRED) 4" MIN TO SECONDARY ELECTRIC 00 SIZE PER LOCAL+ U a TEL. CO. 12" MIN TO PRIMARY ELECTRIC O N 0 a U m o `0 0 U 0 0 m PART # QTY. WB40001 ROHN PART #RN-WB-KS1 10- 1 3B VALMONT PART #802603 MTS PART #N/A WB40002 ROHN PART #RN-WB-KS110-15B VALMONT PART #802604 MTS PART #MT -C8269 7 DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE ENGINEERING APPROVAL A INSTALL DRIP LOOP ON ANTENNA CABLES AT C BOTTOM OF TOWER/MONOPOLE. BENDING RADIUS PER MANUFACTURER'S STANDARDS 0 b DETAIL @ TYPICAL UTILITY TRENCH /� TYP" ELEVATED ICE BRIDGE DETAIL m u SCALE. N.T.S. Z SCALE. N.T.S. � c u OUTLINE OF REAR OF NOKIA BCCH/GPS UNIT MOUNTED TO a o ULTRASITE POWER CABINET CABLE SUPPORT RACK "RIP LOOP, COIL 1'-6" FOR T1 CABLE AND JUMPER TERMINATION AT 0" TYP• 2'-6" FOR ALARM CABLE NOKIA EQUIPMENT UMTS 3/4 FLEX 3'-0" MAX. w till III n CONDUIT f -B J MPERS4 E911 COAX FROM TO ..c 24 VDC �+TT B'°TT TRANSITION NOKIA `o OAX LMFC AT 24VDC EQUIPMENT 0 o CONNECTOR CABINET 1/Y JUMPER WITH EXTEND LEAVE .o WEATHER - 0 o o o 0 0 0 o UNISTRUT RACK PIGTAIL •-� COAX B L E PROOFING AS REQUIRED FOR _ SUPPORT, $ UMTS YC FOR EACH n ` 3'-T CABINET, POWER TO DROPlill I SUPPORT 0 w MIN. TYP• 24VDC 24-#8 iv <'n FRAME AND 2-#14GND 1 COAX OAX 1"C FOR ALPHA co 9 w CONNECTOR 0 SnUPPPORT, T7 s TO E911 CABINET b NOKIA z WITH EQUIPMENT AND TYP 1 0 WEATHER- - SUPPORT TVSS ALARM it PROOFING FRAME EQUIPMENT CABLE TO z PLATFORM w v J J 1 OOBTS MAIN COAX := o �L B _ TO ANTENNA GROUND LEAD TO COAX IY2 AWG GREEN CONNECTOR PAIR GROUND LEAD TO COAX 0 F GROUND BAR INSULATED (RT) WEATHERPROOFED GROUND BAR c0 GROUND KR WITH WEATHER BCW GROUND GROUND KIT WITH PROOFING (yQj IN BEND OF NEW EQUIPMENT UNISTRUT 1 5/8" CHANNEL WEATHER PROOFING (UM O PLATFORM P1000 (TYP); USE UNISTRUT IN BEND OF COAX) oo CABLE SUPPORT COAX) MAIN COAX BOLTING HARDWARE AT ALL c - CONNECTIONS AND BASE A FOR EQUIPMENT CABINETS (UNISTRUT OR SIMILAR COLD (�Ep Aq^ ai J SCALE. 3/4 = ° I-0" FORMED STRUT CHANNEL) o C.P. C 4� kk ECT NO 99/u 11 swEn a PE%sRaM ROcw n �O 478 AT&T MOBILITY r r Q3 0)n9/D9 ,SSUEO Fdt LOMSIRUCIION GMM, ORIENT BY THE SEA RESTAURANT �� / U C Q OSn)/IH SSIIED Fpl roM51RUGTlOn GMM WILLIAM F. COLLINS, AIA NYCENY1059 / LI -1059 o A R C H I T E C T S, L L P NY7320 D °�n'/°'m F°" ?°" GMM Ws '';.�`% *? ARCHITECTURAL DETAILS r w AT&T MOBILITY Qo a/a/aa Iswm Faa camRuclnM Aw '�'-' ! J �� mt I0.ITECRNOLOGYDRIVE SETAUKET.NI'III33 40200 MAIN RD 15 EAST MIDLAND AVENUE VOBj#5ej SITE NO. DRAWING NUMBER REV .O .O VOICE: 631-689-8450 F.AT: 631-689-8459 ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652 ""`, As aTEO oc9Gnm oRAVM e:cP. 1 ;267 NYCENY1059 I A-4 6 U Z 6 l� /} DFN-STA160,02] .DWG 22 z 34 SIZE `t PSC- v3 U O� L 0, U O c m v 0 R POWDISTRIBUTION--- R BOX W/48V DC SURGE DC6-48-60-0-16-01 (NOTE 6) REMOTE RADIO HEAD (RR CALEB N.T.S. WILLIAM F. COLLINS, AIA A R C H I T E C T S. L L P 10.1 TECNNOLOGV DRIVE SETAUKET. W l 1733 VOICE 631.689-8450 FAX: 631-(89-8459 U -H b b 1 r7 1 b Z b I i•1 ICE BRIDGE ?l I ! •"I I 1 I LJ I 12"d PLAIN--*�L•o, CONCRETE OR SAKRETE PIER PIPE CAP (TYP) FIBER do POWER DISTRIBUTION BOX W/48V DC SURGE DC2-48-60-0-9E. SEE NOTE 6 AND DETAIL 1100 THIS SHEET FOR MORE INFORMATION 700 MHz RRH. SEE DETAIL 1104 THIS SHEET FOR MORE INFORMATION P1000 UNISTRUT CHANNEL OR EQUIVALENT (TYP) ICE BRIDGE POST, TYP. SEE 2/A-4 FOR MORE INFORMATION NEW EQUIPMENT PLATFORM HANDRAIL, TYP. SEE 1/A-2 AND 1/A-3 FOR MORE INFORMATION NOTES: 1. SUBCONTRACTOR SHALL SUPPLY AND INSTALL UNISTRUT (OR EQUIVALENT) MOUNTING CHANNELS. 2. SUBCONTRACTOR SHALL SUPPLY AND INSTALL ICE BRIDGE POSTS AS REQUIRED. 3. COAX. BRIDGE POSTS SHALL BE 3 1/2"O.D., SCHED. 40 PIPE (ASTM -A36, A53 OR EQUIVALENT). 4 SUBCOSPRING NRUTS.OTYPICAL OF FOUR (BUT P R RRH.1 SUB ONTR/AC1bWgAWBWLfIf ApR AF %ARE AND HANG FROM INSTALLED UNISTRUT FRAME. 5. SPACING MAY VARY BASED ON SELECTED EQUIPMENT. ADJUSTMENTS TO SPACING WILL BE MADE BY RRH INSTALLER. 6. THE BOX MAY BE MOUNTED DIRECTLY BEHIND THE RRH'S IF SPACE IS AVAILABLE. 7. NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED. RACK DETAIL ORIENT BY THE SEA RESTAURANT NYCENY1059 /1-1-1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 5 1p�? at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 Z' -p 1'-11•! I v� + t1 O 0 41 iv � • •1 1 • 1' 5/6" DtA BOLT HOLE (TYP) U FRONT RIGHT SIDE FRONT BOLT HOLE PLAN NOTE: PLAN ATTACH CABINET TO EXIST STEEL BEAM/GRATING/PURCELL CABINET USING 1/Y DIA BOLTS/J-BOLTS. WEIGHT 500 LBS PURCELL EQUIPMENT CABINET 1 SCALE, 1-1 = 1'- 6.29' (159.87mm) 6.20' COMMENTS (157.40mm) WEIGHT RRH WIDTH E MANAGEMENT COVER t I I I 1 I 1 Ra K1 I I I \ 2X40 (80W) � fV AIR FLOW L N CONDUIT ROUTING \ 7-- -E / N m POWDISTRIBUTION--- R BOX W/48V DC SURGE DC6-48-60-0-16-01 (NOTE 6) REMOTE RADIO HEAD (RR CALEB N.T.S. WILLIAM F. COLLINS, AIA A R C H I T E C T S. L L P 10.1 TECNNOLOGV DRIVE SETAUKET. W l 1733 VOICE 631.689-8450 FAX: 631-(89-8459 U -H b b 1 r7 1 b Z b I i•1 ICE BRIDGE ?l I ! •"I I 1 I LJ I 12"d PLAIN--*�L•o, CONCRETE OR SAKRETE PIER PIPE CAP (TYP) FIBER do POWER DISTRIBUTION BOX W/48V DC SURGE DC2-48-60-0-9E. SEE NOTE 6 AND DETAIL 1100 THIS SHEET FOR MORE INFORMATION 700 MHz RRH. SEE DETAIL 1104 THIS SHEET FOR MORE INFORMATION P1000 UNISTRUT CHANNEL OR EQUIVALENT (TYP) ICE BRIDGE POST, TYP. SEE 2/A-4 FOR MORE INFORMATION NEW EQUIPMENT PLATFORM HANDRAIL, TYP. SEE 1/A-2 AND 1/A-3 FOR MORE INFORMATION NOTES: 1. SUBCONTRACTOR SHALL SUPPLY AND INSTALL UNISTRUT (OR EQUIVALENT) MOUNTING CHANNELS. 2. SUBCONTRACTOR SHALL SUPPLY AND INSTALL ICE BRIDGE POSTS AS REQUIRED. 3. COAX. BRIDGE POSTS SHALL BE 3 1/2"O.D., SCHED. 40 PIPE (ASTM -A36, A53 OR EQUIVALENT). 4 SUBCOSPRING NRUTS.OTYPICAL OF FOUR (BUT P R RRH.1 SUB ONTR/AC1bWgAWBWLfIf ApR AF %ARE AND HANG FROM INSTALLED UNISTRUT FRAME. 5. SPACING MAY VARY BASED ON SELECTED EQUIPMENT. ADJUSTMENTS TO SPACING WILL BE MADE BY RRH INSTALLER. 6. THE BOX MAY BE MOUNTED DIRECTLY BEHIND THE RRH'S IF SPACE IS AVAILABLE. 7. NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED. RACK DETAIL ORIENT BY THE SEA RESTAURANT NYCENY1059 /1-1-1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 5 1p�? at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 Z' -p 1'-11•! I v� + t1 O 0 41 iv � • •1 1 • 1' 5/6" DtA BOLT HOLE (TYP) U FRONT RIGHT SIDE FRONT BOLT HOLE PLAN NOTE: PLAN ATTACH CABINET TO EXIST STEEL BEAM/GRATING/PURCELL CABINET USING 1/Y DIA BOLTS/J-BOLTS. WEIGHT 500 LBS PURCELL EQUIPMENT CABINET 1 SCALE, 1-1 = 1'- m I __ MTI FIBER AND POWER 0 DISTRIBUTION BOX DC2-48-60-0-9E SCALE. SIZE AND WEIGHT TABLE 4 PLACES) 6.29' (159.87mm) 6.20' COMMENTS (157.40mm) WEIGHT RRH WIDTH E MANAGEMENT COVER W10 BRACKET N o_ 12.2" 10.8" 21" 51 LBS. 2X40 (80W) � fV AIR FLOW L N m I __ MTI FIBER AND POWER 0 DISTRIBUTION BOX DC2-48-60-0-9E SCALE. SIZE AND WEIGHT TABLE 4 PLACES) NOTE: DIMENSIONS INCLUUt MUUNIINti tlKAI Ktl, aut Htc anlcw ruvu vlvlvc� IvrcJ. MINIMUM CLEARANCE TABLE N/]0/„ 6AL0 FOR ONISiRI1CMIN N/,v„ �,LU FOR rvnwlRrnr uwEw No.l w*c I REY610N5 er. r: AS NOlFO DFSIONm RRH CABINET CLEARANCES (INCHES) COMMENTS HEIGHT W/O CABLE WEIGHT RRH WIDTH DEPTH MANAGEMENT COVER W10 BRACKET RRH 700 MHz 12.2" 10.8" 21" 51 LBS. 2X40 (80W) 12" AIR FLOW BOTTOM 12" NOTE: DIMENSIONS INCLUUt MUUNIINti tlKAI Ktl, aut Htc anlcw ruvu vlvlvc� IvrcJ. MINIMUM CLEARANCE TABLE N/]0/„ 6AL0 FOR ONISiRI1CMIN N/,v„ �,LU FOR rvnwlRrnr uwEw No.l w*c I REY610N5 er. r: AS NOlFO DFSIONm RRH CABINET CLEARANCES (INCHES) COMMENTS FRONT 36" INSTALLATION ACCESS REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING SUPPLIED MOUNTING BRACKETS RIGHT 4" AIR FLOW LEFT 4" AIR FLOW TOP 12" AIR FLOW BOTTOM 12" CONDUIT ROUTING 7�OIUWN BY: CP, Alf 2 \\ J C L -LUCENT 9442 REMOTE RRH DETAIL A P NO iAT&T MOBILITY } * CABINET DETAILS SITE NO. DRAWING NUMBER REV 7 NYCENY1059 A-5 6 DFN-STV[160,02] DwG 22 , 34 D SIZE PSC- C O_ N (DIES: MOUNTING TO A POLF OR BES ASSEMBLE THE POLE MOUNTING HARDWARE ON THE TMA AND INSTALL THE DESIRED LOCATION AS DIA. (IN.) 18 NOTES DUAL LOAD (MPH) n u > MATING FLANGE DUAL TOP CAP, BY OTHERS MOUNTING TO A WALT 3. ATTACH THE REAR BRACKETS TO THE HEX ATTACHMENT BOLT r VIEW C 6 ANTENNA MOUNTING THE TMA CAN BE MOUNTED TO A SUITABLE BOLTS AND INSTALL FLAT WASHER, SPLIT LOCK WASHER, AND THE HEX NUT ON EACH BOLT. DIA. (IN.) 30.0 +/- ATTACHMENT BOLT b BRACKETS BY OTHERS, TYP. FLAT SURFACE. TIGHTEN HEX NUTS SECURELY WHILE SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH w o t INSTALL WEATHER THE TMA BRACKETS. BOLTS AND WASHERS MAY BE PRE-INSTALLED ON SOME VERSIONS OF THE ETB STANDARD PRACTICES IF REQUIRED BY LOCAL CONDITIONS. PROVIDED MATERIALS IF ANY, 1. THE REAR BRACKETS AND HARDWARE NOT USED. MAINTAINING ALIGNMENT BETWEEN TMA BRACKET MOUNTING PIPE a< ANTENNA MOUNTING CAN BE APPLIED ACCORDING TO THE INSTRUCTIONS DETAIL 6 2. IF PRE-INSTALLED. 3/8-16 UNC x 6 1/4" LG (M8 X AND REAR BRACKET. ANTENNA MANUF. H a _ . BRACKETS TO BE PLACED AS NEEDED �- OTHER"�°D, 4. ATTACH A GROUND CABLE TO THE TMA USING MM) HEX BOLTS MUST BE REMOVED PRIOR THE PRE-INSTALLED HEX BOLT AND WASHERS. WA WALL -MOUNTING. UNDO THE TWO CAP SCREWS TOO DETACH THE BTS PORT POINTING DOWN, OR AS REQUIRED. ALIGN THE V -GRIPS OF THE TMA RACKETS WITH THE POLE OR N M.2 ANTENNA MOUNTING / THE TMA BRACKET AND RETRACT THE BOLTS. RE -INSTALL ROUTE THE GROUND CABLE TO THE GROUND THE TMA BRACKETS AND TIGHTEN THE CAP SCREWS D BRACKETS BY OTHERS, 1 yQg; BAR ON THE TOWER STRUCTURE AND ATTACH SECURELY. c TYP 1\ % FOR ANTENNA INFORMATION SEE DETAIL SECURELY WITH SUITABLE FASTENER. 3. MOUNT THE TMA TO THE WALL USING FOUR M 2 AND 3 THIS SHEET. 5/16" OR 8 MM BOLTS (NOT SUPPLIED) THROUGH 5. ROUTE A JUMPER CABLE FROM THE 850 MHz «� THE HOLES IN THE TMA BRACKETS. ANTENNA TO THE TMA PORT MARKED "ANT 850''. c Z av • ' 5' O.D. MAST 4. CONNECT RF AND GROUND CABLES, WEATHERSEAL ROUTE A SECOND JUMPER CABLE FROM THE AND SECURE WITH STRAPS AS OUTLINED ABOVE. 1900 MHz ANTENNA TO THE TMA PORT MARKED • ANTENNA 8Y OTHERS ANDREW TOWER MAST AMPLIFIER "ANT 1900"• ROUTE A THIRD JUMPER CABLE Mo VIEW 8 N TYP• Iy • SPIDER FLANGE BY a OTHERS T 0 • • oU IIt ANTENNA MOUNTING 0 o BRACKETS TO BE ISOMETRIC m PLACED AS NEEDED DETAIL @ ANTENNA MOUNTING PLATES o SCALE: N.T.S. �0, °' COAX c N CABLES VIEW A 0 NOMINAL (DIES: MOUNTING TO A POLF OR BES ASSEMBLE THE POLE MOUNTING HARDWARE ON THE TMA AND INSTALL THE DESIRED LOCATION AS DIA. (IN.) 18 MAXIMUM WIND DUAL LOAD (MPH) 100 MATING FLANGE DUAL THICKNESS (IN.) 2.5 ATTACHMENT BOLT 6. TIGHTEN RF CONNECTIONS TO 18 FT -LBS QUANTITY 6 ATTACHMENT BOLT 1 DIA. (IN.) 30.0 +/- ATTACHMENT BOLT 7 LENGTH (IN.) 7. WEATHERSEAL THE CABLE CONNECTIONS PER /�A(TMA) ETD819HS12UB DETAIL 4 SCALE�N.T.S. TOW M (DIES: MOUNTING TO A POLF OR BES ASSEMBLE THE POLE MOUNTING HARDWARE ON THE TMA AND INSTALL THE DESIRED LOCATION AS FROM THE TMA PORT MARKED "BTS" TO THE TOWER FEEDER. BE SURE TO PROVIDE ADEQUATE CURVE OR LOOP TO RELIEVE UNDUE STRAIN ON CONNECTIONS AT EITHER END. P65 -15 -XLH -RR BAND DUAL FREQUENCIES, MHZ SHOWN IN DETAIL ABOVE. POL DUAL L -BRACKET GPS ANTENNA L, IN 6. TIGHTEN RF CONNECTIONS TO 18 FT -LBS W.IN MOUNT KIT D. IN 1. INSERT THE 3/8-16 UNC x 7" LG (M8 X 180 MM) (25Nm) TORQUE. 30.0 +/- 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR HEX BOLTS WITH THE WASHERS THROUGH THE HOLES IN 7. WEATHERSEAL THE CABLE CONNECTIONS PER SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH 3/4' TO 1 1/2" GALV. STEEL OR ALUM, INSTALL WEATHER THE TMA BRACKETS. BOLTS AND WASHERS MAY BE PRE-INSTALLED ON SOME VERSIONS OF THE ETB STANDARD PRACTICES IF REQUIRED BY LOCAL CONDITIONS. PROVIDED MATERIALS IF ANY, MOUNTING PIPE PROOFING PER SERIES TMA. CAN BE APPLIED ACCORDING TO THE INSTRUCTIONS SCREWS PROVIDED WITHEACH UNIT. POWERWAVE GSM/UMTS CADWELD ON STEEL PIPE. ANTENNA MANUF. 2. ORIENT THE TMA IN THE SELECTED LOCATION WITH ON THE PACKAGE CLAMP TO ALUM. W/BURNDY TYPE INSTRUCTIONS COAX CABLE THE BTS PORT POINTING DOWN, OR AS REQUIRED. ALIGN THE V -GRIPS OF THE TMA RACKETS WITH THE POLE OR 8. APPLY CABLE TIES OR STRAPS (NOT SUPPLIED) TO SECURE THE CABLES TO THE C o- C-1 IN (3/4' do 1- PIPE) OR CONNECTOR) EMBER. TOWER STRUCTURE. T « C -2j (1 1 /4 do 1 1 /2" COAX CABLE DETAIL B' @MOUNTING PLATE 5 0 I I SCALE: N.T.S. PIPE SUPPORT o OUND WIRE LUG TOACRGBWG R'P' SECTION OR ELEVATION NEAREST 'P' SUPPLEMENTAL N 0 GROUND BAR (L -BRACKET MOUNT) F 1. POLE WEIGHTS ARE APPROXIMATE AND ONLY INCLUDE GPS ANTENNA NOTES: 'v 'a THE WEIGHT OF THE STEEL POLE. THEY DO NOT INSTALL WEATHER PROOFING SET SCREWS 1. UNSCREW THE BAND CLAMPS UNTIL THE END COME REFLECT THE WEIGHT WITH ANTENNAS AND CABLES. w `E PER ANTENNA MANUF. COLLAR LOOSE AND THREAD THE ENDS THROUGH THE SLOTS 2.PRIOR TO FABRICATION OF THE MATING FLANGE, VERIFY INSTRUCTIONS �J 1- (1-5/16" O.D.) X 3'-0" IN THE MOUNTING BRACKET AS SHOWN, BEING ll MAX. CAREFUL NOT TO SCRATCH THE REAR FACE OF THE ° WITH MANUFACTURERS ITS DIAMETER AND THICKNESS. GALV. STEEL OR ALUM. TMA. `5 PROVIDE APPLICABLE MOUNTING PIPE 2. MOUNT THE TMA TO THE MOUNTING PIPE USING THE N TYPICAL ANTENNA MOUNTING DETAIL PIPE -To -PIPE CLAMP GROUND CABLE CLAMP BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE o 1 SCALEN.T.s. (BURNDY TYPE C-11 N OR OF 901b -in (10.2N -m). = I EQUIV.) 3. ATTACH THE JUMPER CABLES TO TMA CONNECTORS 2 INSULATED SPLIT -COLLAR J1(850/900MHz PORT) AND 2 (1800/1900/2100 t BUSHING (GARVIN P/N MHz PORT) AND TORQUE NUTS ON THE DIN m ICE BRIDGE POST GCHK100 WITH GROUND LUG CONNECTORS TO 2041b -in (23N -m). REPEAT WITH -2.2 OR SIMILAR POST. REMOVED) FEEDER CABLE CONNECTION TO TMA CONNECTOR ` COAX CABLE J3 (COMMON PORT). B �w (W/N-MALE CONNECTOR) 4 THE GROUMS GND ROUNDING STUD ON THE BY ATTACHING A USIDE ND SOTFTHE RAP O o COAX CABLE SUPPORT UNIT. ANDREW GROUNDING KIT, PART NUMBER a--2 AWG GROUND WIRE GND-IM-KT, OR EQUIVALENT, MAY BE USED. APPLY UMTS GSM renWFl n Tn DncT Am jr MANUFACTURER POWERWAVE MODEL P65 -15 -XLH -RR BAND DUAL FREQUENCIES, MHZ 698-894 1710-2170 POL DUAL RET INSTALLED L, IN 51.0 +/- W.IN 12.0+- D. IN 6.0 +/- WT, LB 30.0 +/- MANUFACTURER ANDREW MODEL DBXLH-6565-R2M BAND DUAL FREQUENCIES, MHZ 1710-2180, 824-960 POL DUAL RET INSTALLED L, IN 50.8 +/- W. IN 10.6 + - D. IN 5.2 +/- WT, LB 34.2 +/- UK LUG 10 B ELEVATION CONNECTION. P' SECTION OR NEAREST PUKVVNULU. 5. WEATHERPROOF THE TMA CONNECTIONS USING NOTES (COLLAR MOUNT) SUPPLEMENTAL GROUND BAR ANDREW WEATHERPROOFING KITPART NUMBER qw 221213 OR EQUIVALENT. FOLLOW THE 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY INSTRUCTIONS SUPPLIED WITH THE KIT TO AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25 WEATHERPROOF THE CONNECTORS. SURFACE AREA OF A HEMISPHERE AROUND THE GPA MTFNSA. 6. STACKING UNITS: 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR TO STACK TWO UNITS, REMOVE THE FOUR EXISTING SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH M6x5Omm SOCKET HEAD CAP SCREWS THAT ATTACH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. THE TMA OF THE MOUNTING BRACKET AND ATTACH 3. CADWELDING SHALL NOT BE PERFORMED ON ROOFTOPS. TOGETHER USING FOUR M6x10omm SOCKET HEADCAP 4. LTE -GPS ANTENNA SHALL BE LOCATED 10' FROM ALL ANTENNAS. SCREWS PROVIDED WITHEACH UNIT. POWERWAVE GSM/UMTS MOUNT THE TMA TO THE MOUNTING PIPE USING THE TSAW-07BP111-O01 CLAM D TIGHTEN CLAMPS TO A TORQUE NZ TYP. UMTS/GSM LTE -GPS ANTENNA 5 SCALE:N.T.s. p (1o. -m). TYPICAL LTE ANTENNA DETAILS ANTENNA DETAIL �P!IP&AND L- BRACKET MOUNT �E � STALIA N WITH STEP 3. A m 2 SCALES NOT 70 SCALE 3 1 2` C`1v1\ O > ANTENNA NOT TO SCALE 0 to/ze/li isam FOR mRnaucnoR uF ,ur \ C✓ qC O O C.P. U N Q N/If/tl tri'11ED FOR PERMYRYRY REVEW GP_ NFI ON w _ ORIENT BY THE SEA RESTAURANT d GY `w 5x 78 AT&T MOBILITY M//N m WILLIAM F. COLLINS, AIA NYCENY1059 / LI -1059 at&t N/24/N Iswm FOR coRslRuclaN enu IIF NTENNA MOUNTING DETAILS A R C H I T E C T S. L L P NY7320 01/ap° fDRTRK^0^ �� KF O+t 10.1 TECHNOLOG\'DRIVE SETAUKL7.NI'11733 40200 MAIN RD AT&T MOBILITY D �r ay VOICE. 631-fiN9-8950 FAX: 6t11�RY-8459 15 EAST MIDLAND AVENUE No. wTc R *NS w CNK SITE NO. DRAWING NUMBER REV ti o ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652 J c694A z scu "� ocvcNm ar r. uF4 NYCENY1059 A-6 6 6 5 4 3 2 DEN-SM160,02] DWG 22 x 34 7 SIZE RSG_ O 'N N E a d CORNER, GATE, END OR PULL POST 4'-0' d d CLEAR OPENING +• N d N 0 0 2 1/2" O.D. POST a'= 10'-0" O.C. (3' TOP BRACE RAIL TYPICAL WOVEN WIRE FENCING NOTES H a TERMINAL AND TOP RAIL TOP RAIL 1. INSTALL FENCING PER ASTM F-567, �_. CORNER POSTS) ECHER BAR SWING GATE PER ASTM F- 900) p GO o STRECHER BAR 2. GATE POST, CORNER, TERMINAL OR PULL POST SHALL GATE LATCH BE 2 71WO SCHEDULE 40 FOR GATE WIDTH OF 4 oFEET PER ASTM -F1083. WITH LOCK J 6 3. LINE POST: -3/870 SCHEDULE 40 PIPE PER wZ 6 b 6 6 b GATE FRAME b 4. GATE FRAME: 1 1/Ye SCHEDULE 40 PIPE PER a� I b I I ASTM -F1083. ;h n M 5. TOP RAIL do BRACE RAIL: 1 1/4"0 SCHEDULE 40 t o DIAGONAL PIPE PER ASTM -F1083. d c ROD/W 6. FABRIC: 11 GA. CORE WIRE SIZE Y MESH, M s CONFORMING TO ASTM -A392 CLASS 1. I :, 9GA. CHAIN LINK DIAGONAL ROD/W STEEL o Y DIAMOND. SEE STEEL TURNBUCKLE TURNBUCKLE 7. TENSION WIRE: 7 GA GALVANIZED STEEL. n 1/A-2 FOR MORE 8. 71E WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL 'o INFORMATION A SINGLE WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 24 INTERVALS. INSTALL HOG RINGS ON TENSION OUTSIDE ' WIRE AT 24' INTERVALS. UNE POST OTTOM TENSION Em IRE 9. GATE LATCH: 1-3/8' O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK (KEYED ALIKE FOR T; I ALL SITES OR COMBINATION AS SPECIFIED BY AWS). cGRADE _ _ 10. LOCAL ORDINANCE OF BARBED WIRE PERMIT � _ _ _ REQUIREMENT SHALL BE COMPLIED IF REQUIRED. • N `� I I II II I II II II I I � � II — I 'I _ I FINISH GRADE 11. HEIGHT = 6' VERTICAL + 1' BARBED WIRE VERTICAL m PORTION OF PIPE I FINISH GRADE o a OR GROUND OR GROUND DIMENSION. C .t EMBEDDED IN + t °� I CONCRETE SHALL I I 1 1/2- MAX 12. ALL WORK SHALL CONFORM WITH THE PROJECT T EA - BE PAINTED WITH CLEARANCE FROM SPECIFICATIONS. _ _ PORTION OF PIPE CUT BACK GRADE EMBEDDED IN °� _ ASPHALT PAINT, PORTION OF PIPE CONCRETE SHALL „° _ - 1 TYP• 7'-r EMBEDDED IN PAINTEDBE SEECTION CTION 1 Y ELEVATION S 1 Y CONCRETE SHALL CUTBAWITH H BE PAINTED WITH ASPHALT PAINT " DETAIL @ WOVEN ASPHAALLBACK PAINT N r DETAIL @ WOVEN WIRE FENCE DETAIL WIRE FENCE DETAIL DETAIL @ WOVEN WIRE GATE DETAIL 4 SCALE, N.T.S. 43 SCALE, NTS 44 SCALES N.T.S. a U 0 v O.D C t N " NOTES: SET SHRUBS AT ORIGINAL r DEPTH. SHRUB SHALL BE SET -o PLUMB REMOVE TIES AND t f WRAPPING AROUND TREE GO ° y< TRUNKS AND TWINE FROM AROUND TOP OF ROOT BALL -2.2 NEW 14'-O' HIGH, LEAVE BURLAP IN PLACE AND B (MINIMUM) JUNIPERUS ROLL BACK 1/3 (REMOVE, o VIRGINIANA EVERGREEN UNLESS BIODEGRADABLE d OF TREES PLANTED AT )' tEES O.C. GUARANTEE TREES FOR A PERIODSHRUB WRAP 50X 0 '�• ` x.+� � �� -�,' ONE YEAR) i ( {OVER -LAP) UP TO FIRST € o �( BRANCH (5) NEW 14'-0' HIGH EASTERN 12" RED -CEDAR ® 7'-0" O.C. SEE 1/A-2 ON ALL SIDES 6 r FOR MORE INFORMATION; 6' SOIL SAUCER N In Izli o r PP eNT D1 1 F• [€ QUANTITY KEY BOTANICAL NAME COMMON NAME SPACING PURCHASE SIZE FINISHED DEEP SHREDDED GRADE- WOOD CHIP MULCH U 5 JV EASTERN RED -CEDAR JUNIPERUS VIRGINIANA 7' O.C. 14'-0' HIGH ROLL BACK t BURLAP 1/3 o BACKFILL TOPSOIL :b E MIXTURE WITH TIME N z SUBSOIL RELEASE FERT. TABLETS PLANT SCHEDULE DETAIL ,�,ED q o U p o SCALES 7/4°=1'-0" s 1a/u/11 Assam Fort mRsrrtucnou AU ALF uM� 0 O O p5 M/Pa/11 ISStIFL FOR COHSLRUCIgN C.P. ,LLf NN ;`� �T R •� U y Q wu/1I I.— F I,:Ruuluarc REVEW C.P. ORIENT BY THE SEA RESTAURANT p ��o �„M f "' AT&T MOBILITY c NYCENY1059 / LI -1059 0 at&t p asn "°° `°R C0N5 P� °" °"' KF T I m 'v WILLIAM F. COLLINS, A 1 A a/zym ISalIEO ron cormxucnoR arta aF ; a- € AR HITECTU RAL DETAILS o A R C H I T E C T S. L L P NY7320 o+t AT&T MOBILITY pa a/sopa Issum roR causiRucnaR nw ur �' !' ITECHNOLOGY DRIVE SETA: 631, II'/33 4020 MAIN RD V 15 EAST MIDLAND AVENUE �" wtE REv5aN5 Rr pIN -ZN .NO. DRAWING NUMBER REV 11 v z VOICE: 67i-689-N45U FAX: 6716898459 ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652F, �� oFscrtm owwe e,cP, F �} NYCENY1059 A-7 6 DFN=STA160,021 .DWG 22 z J4 SIZE PSG_ ' `0 STRUCTURAL STEEL NOTES: NEW 1 1/2" GALVANIZED STEEL HANDRAIL TO BE An I. ALL STEEL WORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS. ALL NEW REMOVABLE E STRUCTURAL STEEL BEAMS CONFORM TO ASTM A-36 UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE HOT DIPPED STEEL PLATE. SEE 3/A-8 FOR a GALVANIZED AFTER FABRICATION. BEAMS THAT ARE SHOWN TO BE TOO LONG TO HOT -DIP GALVANIZE MAY BE SPLICED MORE INFORMATION • > DEVELOPING FULL STRENGTH OF MEMBER DESIGNED BY STEEL FABRICATOR. NEV/D 4 / .0 w 2 BE PERFORMEDUSING OXX AND SHALL FORM TO AWS DI PLATE 2/A-8 FOR MORE ROVIDE THEODES WHEREFILLETWELD NOT SHOWN, PMINIMUUM SIZEP R TABLE J2.4ING IN THE AIS C"MANUAL OV (4)KNEW 5/8"0 INFORMATION STEEL CONSTRUCTION". ALL DAMAGE TO GALVANIZED COATINGS SHALL BE RESTORED WITH COLDSPRAY GALVANIZING. BOLTS EACH SIDE, o a 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO TYP• g c BOLTS UNLESS NOTED OTHERWISE. NICHOLS w-4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED 1-1/2"x3/16" HANDRAIL ELEVATION OTHERWISE.CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH GALVANIZED o; MANUFACTURER'S REQUIREMENTS. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT SERRATED STEEL In o PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. CONCRETE EDGE GRATING t DISTANCES SHALL BE MAINTAINED DURING INSTALLATION. 0.2 4 5. STRUCTURAL STEEL BEAMS ARE DESIGNED FOR AN EXTREME FIBER STRESS OF 24,000 PSI FOR COMPACT AND 22,000 I w PSI FOR NON -COMPACT SECTIONS. a9 6. ALL WELDING TO BE DONE BY CERTIFIED WELDERS. PROVIDE COPIES OF THE WELDER'S CERTIFICATE TO ARCHITECT/ENGINEER. w ° 7. BEFORE PROCEEDING WITH FABRICATION AND ERECTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE o` ARCHITECT FOR APPROVAL AT GENERAL CONTRACTOR COST. THE REVIEW OF SHOP DRAWINGS SHALL NOT BE in 0CONSTRUED AS A COMPLETE CHECK BUT WILL INDICATE ONLY THAT GENERAL METHOD OF CONSTRUCTION AND DETAILING I « IS SATISFACTORY. REVIEW OF SUCH DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR °c c ERRORS OF FABRICATION WHICH MAY EXIST AS THE DIMENSIONS AND DESIGN OF ADEQUATE CONNECTIONS. CONTRACTOR a SHALL BE RESPONSIBLE FOR DETAILS AND THE CO CT FITTING OF THE STRUCTURAL MEMBERS. o" NEW 12"0 POURED CONGER SONO E 6 ° PIER, TYP. OF (2). SEE 5/A-8 FOR o w ORE INFORMATION Em w NEW 6"x 'x1 GALVANIZED STEEL PLATE SECURED WITH (2) 3 12" LONG REBAR WELDED TO BOTTOM OF PLATE PROVIDE �P• HANDRAIL MOUNTING DETAIL o m 1" HOOK AT BOTTOM OF REBAR, TYP. FOR (2) PLACES s�,Lg: 1 [ c \/ "' 26'-0 3/8" U 00 / N-4 3/4" 21'-7 1/2" NICHOLS 1-1/2"x3/16" GALVANIZED SERRATED d F STEEL GRATING —� 0 / 10x15.3 / W14x22 C U 6'-(f MAX. 1-6" NEW 1 1/2" GALVANIZED STEEL HANDRAIL TO BE 1 1/2"0 STANDARD 90' LIGHT WT MAX- b ELBOW 1 WELDED TO 6"x5'x3/8" GALV. PIPE i I p) STEEL PLATE. SEE 3/A-8 FOR APPROPRIATE POST ELAN MORE INFORMATION MOUNTING 12" 0 �/1 4 4" x 1/4 STEEL TOE PLATE. SEE HANDRAIL SP LICE (AS 1 V 2/A-8 FOR MORE REQUIRED) - is 1 NEW 12"x6"x3/S" GALV. STEEL INFORMATION TOE BOARD a o, 1 PLATE WELDED TO STEEL PLATFORM LINE SPICE DUNNAGE U y o 1 1-1/2" x 3/16" HOT -2 5/8" r� HANDRAIL ELEVATION 1/4 y '0 L 0 U U DIPPED GALVANIZED 14 3@ EQUIPMENT PLATFORM m 3 12" LONG REBAR WELDED TO BOTTOM OF PLATE PROVIDE �P• HANDRAIL MOUNTING DETAIL o m 1" HOOK AT BOTTOM OF REBAR, TYP. FOR (2) PLACES s�,Lg: 1 [ c \/ "' 26'-0 3/8" U 00 / N-4 3/4" 21'-7 1/2" NICHOLS 1-1/2"x3/16" GALVANIZED SERRATED d F STEEL GRATING —� 0 / 10x15.3 / W14x22 C U 10/25/11 UASHEU LINES / -0 0 w r 4:14 N r -- 0 In m [ ox ca C10x15.3 -oa 12" 0 GALVANIZED STEEL PLATE 3 • SECURED WITH (4) 12" ui � w E U 0 O mn 0 m o rn :4. U U y o --- --- -� -_7 -� r-jI LJ LJ 1—J W14x22 1-1/2" x 3/16" HOT -2 5/8" r� 6 4/A-8 FOR MORE INFORMATION y '0 L 0 U U DIPPED GALVANIZED V-2 / m NEW GALVANIZED STEEL ACCESS STAIR. / 0.2 6 I o t, / / (6) #8 REBARS E 10/25/11 UASHEU LINES / / 'L.E 0 4:14 C -- O tD X w/]0/w NEW 10"x10"xi/2" N 12" 0 GALVANIZED STEEL PLATE 3 3 SECURED WITH (4) 12" 3 3 r---W14x26 O mn TO BOTTOM OF PLATE. SGLE: I ! I 1 1 I I 3 1 I I I I I W14x261 1 i -�' _ \� --- --- -� -_7 -� r-jI LJ LJ 1—J W14x22 1-1/2" x 3/16" HOT o t, / / (6) #8 REBARS E 10/25/11 UASHEU LINES / / 'L.E 0 REPRESENT NEW NEW 10"x10"xl/2" GALVANIZED STEEL PLATE WITH I W14X22 BEYOND, TYP.— to w/]0/w NEW 10"x10"xi/2" N 12" 0 GALVANIZED STEEL PLATE 5o LO BOTTOM OF REBAR, TYP. FOR (4) SECURED WITH (4) 12" Qp E ° LONG #4 REBAR WELDED O mn TO BOTTOM OF PLATE. SGLE: n PROVIDE 2" HOOK °i o 1" NON -SHRINK GROUT 1-1/2" x 3/16" HOT 2'-0"0 POURED 4/A-8 FOR MORE INFORMATION CONCRETE SONOTUBE PIER, (4000 PSI DIPPED GALVANIZED CONCRETE AT 28 DAYS, NEW GALVANIZED STEEL ACCESS STAIR. AIR ENTRAINED) STEEL SERRATED GRATING. 6 o t, / / (6) #8 REBARS E 10/25/11 i / C4 Qy 'L.E 0 ISSUED FOR LONsfRUClION NEW 10"x10"xl/2" GALVANIZED STEEL PLATE WITH I 4 RZ�B��Tl w ar w/]0/w (4) 12" LONG #4 REBAR EACH, WELDED TO BOTTOM OF PLATE. PROVIDE 2" HOOK AT N 12" 0 0 Qj BOTTOM OF REBAR, TYP. FOR (4) 65UED 1W CONSiRUc1pN Qp E ° LSst1ED FOR ctm_Uc,ION NEW 2'-0"0 POURED CONCRETE mn REV6IONS SGLE: AS NOTED 0 SONOTUBE PIER, TYP. OF (4). SEE 1-1/2" x 3/16" HOT 4/A-8 FOR MORE INFORMATION DIPPED GALVANIZED t NEW GALVANIZED STEEL ACCESS STAIR. STEEL SERRATED GRATING. O h 5/A-8 FOR MORE INFORMATION C L 0 1 II I N-yD II II I I I II y I O 11 D• 1'-4' 2--8" 5'-4" ' 0 3 I ii ii U d' 14• tOQ j/I �.=I.—D• TN I ,F__=__ __=____L I I OJ L____________________J _ C'4 CD �? STRUCTURAL FRAMING PLAN IF THIS SHEET IS 11" X 17' REFER PIER DETAIL a� scALe: 3 'a, -o° TO ADJACENT GRAPHIC SCALE. NORTH 4 SCALE: , =r -o D O w= ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 00atmmy WILLIAM F. COLLINS, AIA o A R C H I T E C T S, L L P NY7320 o s 10.1 TECHNOLOGY DRIVE SETAUKET,NV II773 40200 MAIN RD AT&T MOBILITY15 EAST MIDLAND AVENUE dy VOICE: 63"89-8450 FAX: 63Ib89-8459 ORIENT POINT, N.Y. 11957 0 _ PARAMUS, NJ 07652 6 1 5 I 4 3 NICHOLS 1-1/2" GALVANIZED STEEL HANDRAIL. SEE DETAIL 3/A-8 FOR MORE INFORMATION NICHOLS 1-1/2"x3/15' GALVANIZED SERRATED STEEL GRATING NEW 4"x1/4" KICK PLATE C10x15.3 L4X4X5/16 CLIP 1" NON -SHRINK GROUT NEW 6"x6"x1/2" GALVANIZED STEEL PLATE SECURED WITH (2) 12" LONG J4 REBAR WELDED TO BOTTOM OF PLATE PROVIDE 1" HOOK AT BOTTOM OF REBAR, TYP. FOR (2) PLACES C10x15.3 STRINGER, TYP. OF' (2) (6) #4 REBAR— #4 REBAR TIES O 12" O.C. 12"0 POURED CONCRETE SONOTUBE PIER, (4000 PSI CONCRETE AT 28 DAYS, AIR ENTRAINED) LINE OF GRADE \ STEEL 5 SCALE: , =V- UU 10/25/11 1 ISSUm Rbl cONSIRwI1 Qy 01/M/II ISSUED FOR LONsfRUClION Qd/13/11 65Um FOR PERlMIN4fY REVIEW Qj w/]0/w ISSUED FOR CONswuCMIN Qw/27/ft ISSUED TOR CONSfRUC1pN Qj w/2./w 65UED 1W CONSiRUc1pN Qp w/w. LSst1ED FOR ctm_Uc,ION ND. mn REV6IONS SGLE: AS NOTED OESgNED 11 1 II 11 I 11 I I u u I N N IIG=====1 L --------- J _ DRAWN BY: CP, AlF 2 W14x26 8"X8" POURED CONCRETE Id II FOOTING, TYP. OF (2)- 11 �I I I I I u ii i 7T ® 11"= 4'-4 1/ II 1 II I 'I II I u n u TION 6 NOTE: — FE OTEr- r r N��.� -1 1/2" O.D. GALVANIZED STEEL PIPE RAIL WELDED TO CHANNELS TYPICAL SERRATED STEEL TREADS BOLTED TO STRINGERS Al C TURAL FRAMING PLAN A IL 1, THIS SHEET. AT&T MOBILITY ICTIJRAL FRAMING PLAN, NOTES AND DETAILS ;ITE NO. DRAWING NUMBER REV _NY1059 A-8 6 8[760,021 .DWG 22 x 3 DD SIZE PSC= c O H E °1 d am r m ;m g`L •` o o•c N Q _0 v m m m -m, o� � J Z nU m� U = u a m = m O I• o c c `O a c o` o U L O U Em 0 = m m c ; o � 1.0 N u � �,4. N 0 a" m o c O U dr o c U U m Ti N � n m m E I b U o m c r N • C o -o r m c 'o L = U O m U m = o T � o E a' - o m ay = m O m E 0 E .- o .- zr = rn o y a`, y U m 0 CO L U cN m o =3 U t0 Q J O � Z NOTES� SUBCONTRACTOR SHALL PROVIDE 200AMP, SINGLE PHASE, 120/240 VAC, 60HZ SERVICE FOR AT&T SITES. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY PANEL MANUFACTURER. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. SUBCONTRACTOR SHALL INSTALL SUFFICIENT LENGTHS OF LFMC INCLUDING ALL CONDUIT FITTINGS (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLING, ETC) NECESSARY FOR CONNECTION FROM THE NEMA BOX TO THE INTERIOR BTS CABINET. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG AND LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 917C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. CUT, COIL AND TAPE A 5 FOOT PIGTAIL FROM END OF LFMC FOR TERMINATING BY BTS EQUIPMENT MANUFACTURER. SUBCONTRACTOR SHALL COORDINATE WITH LOCAL TELCO UTILITY PRIOR TO PROCURING AND INSTALLATION OF SSC ENCLOSURE AND COMPONENTS. SUBCONTRACTOR SHALL FURNISH AND INSTALL SURGE PROTECTION DEVICESBY ATLANTIC SCIENTIFIC; ZONE BARRIER SERIES; PART NO. 90700 WITH MOUNTING DIN RAIL PART NO. 21607). BOND SURGE PROTECTION DEVICE DIN RAIL TO THE ENCLOSURE WITH #6 AWG INSULATED WIRE (REFERENCE STANDARD DETAIL 1015). BOND ENCLOSURE TO THE SITE GROUND RING OR BAR WITH #2 AWG COPPER WIRE. SUBCONTRACTOR SHALL PROVIDE 6"x6"x4 (MIN.) NEMA 3R STEEL ENCLOSURE AND MOUNT TO CONDUIT RACK AT REAR OF CABINET. TO NEW AT&T E8 EQUIPMENT CABINETS NOTE E9 NOTE E6 NOTE E2 TAP EXISTING PAD MOUNTED TRANSFORMER NEW AT&T EXISTING PAD METER AND MOUNTED DISCONNECT UME vx= TRANSFORMER ---- NOTE = m'vWILLIAM �I o L N E4 O+y II NOTE NOTE I I II E1 E3 U Z II II II Q09/12/11 p 2 p 65UED FOR PERL9M- REVIEW 07/29/49 151DEp FOR CO,ISIXDC110N p1/21/W 11A1E11 FOR CONSIRUCIIW C.P. ALF ONM CXM AlF LNOTE -1059 NY7320 ES 24 VDC NOTES. 1. 24VDC CABINET INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT 24VDC CABINET. 2. NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET. 3. 24VDS CABINET MANUFACTURER SHALL PROVIDE AND INSTALL BRIDGE KIT FROM 24VDC CABINET TO NOKIA BTS CABINET. 4. 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-3/0 AWG FOR EACH BTS. A. ASSOCIATED CIRCUIT BREAKER FOR DC DISTRICUTION CABLES SHALL BE LEFT OPEN AND PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT THE BREAKER CAN NOT BE CLOSED. 5. B. DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED. 6. C'NOKIA INSTALLER TO PROVIDE DC DISTRICUTION CABLES LUGS ON NOKIA END. 7. 24VDC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE(S) BELDEN PART #7919A COILED AND READY FOR FINAL TERMINATION BY NOKIA. 8. 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL CDS DATACOM ALARM CABLE(S) PART JC03610075 COILED AND READY FOR FINAL TERMINATION BY NOKIA. 9. ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE W/NEC AND LOCAL CODES. 10ALL CABLE ENDS AT THE NOKIA BTS SHALL BE IDENTIFIED AND TAPED. SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO TERMINATE ALL CABLES. AO 2-1/2" C WITH 3-4/0 AT&T ELECTRICAL SERVICENOTE: Nam;NOTE: ELECTRICAL SERVICE IS DESIGNED BY OTHERS FOR NOKIA CABINET CONDUIT AND CABLE FOR CIRCUITS AND RATINGS SEE PANEL O 2" C WITH 3-3/0 do 1 1114 CU WITHOUT INVOLVEMENT OF WFC. CONDUIT ROUTING TERMINATION POINTS SEE DETAIL 3 SHEET A-4. SCHEDULE, DETAIL 1 SHEET E-2 SHALL BE SHOWN ON DRAWINGS. AN ELECTRICAL INSPECTION CERTIFICATE SHALL BE PROVIDED TO AT&T AND WFC AT THE COMPLETION OF THE PROJECT. E1. COORDINATE ALL NEW SERVICE REQUIREMENTS WITH LIPA PRIOR TO BEGINNING NEW WORK. E2. ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE ALL UNDERGROUND EQUIPMENT IN THE AREA. E3. PROVIDE AND INSTALL NEW 120/240 VOLT 200 AMP SINGLE PHASE MAIN DISCONNECT SWITCH. E4• PROVIDE AND INSTALL NEW 120/240 VOLT SINGLE PHASE 200 AMP METER. E5. PROVIDE AND INSTALL NUMBER 2 COPPER GROUND AND 3/4" X 10' GROUND RODS FOR NEW SERVICE. MAXIMUM RESISTANCE TO GROUND SHALL BE 5 OHMS. PROVIDE AND INSTALL ADDITIONAL GROUND RODS NOT LESS THAN 6' APART TO MEET MINIMUM GROUND RESISTANCE AS NECESSARY. E6. NEW PANEL "A IN WEATHERPROOF ENCLOSURE MOUNTED TO NEW EQUIPMENT PLATFORM RAILING. PANEL RATED AT 200A, 42kcic MAIN BREAKER, ALL COPPER BUS, 30 BOLT ON 22koic BREAKERS AND DOOR IN DOOR HINGED CONSTRUCTION. E7. PROVIDE AND INSTALL SURGE EQUAL TO ARRESTOR SUPPLIED WITH SSC ENCLOSURE, EQUAL TO INNOVATIVE TECHNOLOGY INC., MODEL # PTE080. INSTALL WITH A 2P -30A BREAKER IN PANEL "A WITH 5 111 10 CONDUCTORS. E8. PROVIDE AND INSTALL CIRCUIT BREAKERS AND BRANCH CIRCUIT WIRING GFCI CONVENINENCE RECEPTACLES, 24 VDC CABINET ETC. PER PANEL "A SCHEDULE. COORDINATE WITH PROJECT MANAGER AS NECESSARY. E9. PROVIDE NEW 200A, SINGLE PHASE, 3 WIRE PIN AND SLEEVE EMERGENCY GENERATOR RECEPTACLE. PART # GRINWIRRELAY-RAND RECEPTACLE #AR20033-RS ELECTRICAL RISER DIAGRAM DIAGRAM oo � � SCALES N.LS. p O O O U m METER AND DISCONNECT RACK m 1591A!0 FON CONSIRLICipN L U, U NM = m'vWILLIAM F. COLLINS, AIA o L N A R C H I T E C T S. L LP O+y 10.1 TECNNOLOGI DRIVE SETAUKET. N1' 11777 C.P. VOICE: fillfiN9-N4iU FAX: bll-bR9-8459 'O O U Z 6 UNISTRUT PIPE/CONDUIT CLAMP P1119 OR 4'-0N MA P2558-35 (GALV.) (7ypICAL) FOLLOW MANUF. BREOLOMMORQDAE ONS FOR PIPE CAP (TYP) %—' --i 3 1/2" O.D. POST UNISTRUT P1001 R � 3"0 SCH.40 PIPE (GALV) S OR W -� 3"0 RGS CONDUIT (GALV) (TYP) UNISTRUT P1001 (GALV) UNISTRUT P1001 (GALV) ALV FINISHED GRADE 1 E' 10"0 PLAIN CONCRETE OR w?: SAKRETE PIER AT&T MOBILITY ICAIL RISER DIAGRAM AND NOTES it SITE N0. I DRAWING NUMBER IREVI NYCENY1059 E-1 6 DFN-SM160.021 .DWG 22 x 34 "IT' SIZE PSC- I C n "/)0-sCALE-MOUNTING METER AND DISCONNECT RACK Q10/]1/11 1591A!0 FON CONSIRLICipN ALF AlF NM Q01/30/11 ISSUFD FOR CONSfR11C110N C.P. ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI t&t Q09/12/11 p 2 p 65UED FOR PERL9M- REVIEW 07/29/49 151DEp FOR CO,ISIXDC110N p1/21/W 11A1E11 FOR CONSIRUCIIW C.P. ALF ONM CXM AlF - C C: -1059 NY7320 40 p 0 /2,/09 C 1UFll FUR CmLS RUC WM ONM A F 40200 MAIN RD AT&T MOBILITY ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 ND. WE CNK ' SCALE: AS NOTED DESIGNED OPANTI W. CP, ALF \ `�j• 5 4 3 2 9l y AT&T MOBILITY ICAIL RISER DIAGRAM AND NOTES it SITE N0. I DRAWING NUMBER IREVI NYCENY1059 E-1 6 DFN-SM160.021 .DWG 22 x 34 "IT' SIZE PSC- I C n I — IN 4 O O NOTES FOR TE20B INTRUSION ALARM: AC DISTRIBUTION PANEL WHT BLU o 1 o TERMINAL OF SW5 do CONNECT 240-120V 1 PHASE 20OA—BASED ON INTERSECT PANEL WITH STRIKESORB TVSS WHT ORG o 3 o FROM TE20B DOOR INTRUSION ALARM ORG o 4 o NA CABLE. USE PROVIDED FEMALE 0.25" QUICK LOAD (VA) CONNECT WHT GRN o 5 o 2. NOW CONNECT THE BLACK WIRE FROM Mo BRKR SIZE L1 L2 LCL L1 L2 RN HT o 8 o NA OPEN TERMINAL OF SW5 D BRKR SIZE TO X9 ALPHA WHT SLo 9 0 REV SERVICE DESCRIPTION AMPS BRKR VA VA VA VA VA BRKR AMPS SERVICE DESCRIPTION REV 0 24VDC CABINET #1 RECTIFIER #1 30 1 3 2P 326 326 652 652 326 326 2 4 2P 30 ARGUS 24VDC CABINET #1 RECTIFIER #2 0 24VDC CABINET 1 RECTIFIER 3 30 5 7 2P 326 326 652 652 326 326 6 8 2P 30 ARGUS 24VDC CABINET #1 RECTIFIER #4 0 p SILT RED o 20 0 ) NA 24VDC CABINET #1 RECTIFIER #5 30 9 11 2P 326 326 652 652 326 326 10 12 2P 30 ARGUS 24VDC CABINET 11 RECTIFIER #6 0 24VDC CABINET #1 RECTIFIER #7 FARGUS 30 13 15 2P 326 326 652 652 326 GRN BLK 26� BLU ) (EAC #7, TEXT ID 07 ECT 24V MINOR PRE WIRED 14 2P 30 ARGUS 24VDC CABINET #1 RECTIFIER #8 0 _E52 _S26 326 16 24VDC CABINET 1 RECTIFIER 9 # # 30 17 19 2P 326 326 652 18 2P 30 ARGUS 24VDC CABINET #1 RECTIFIER #10 p 326 20 0 24VDC CABINET 1 RECTIFIER 11 ## 30 21 2P 326 1076 750 22 2P 15 NOKIA HETA 19000ETA p 23 326 1076 750 24 850 15 25 2P 750 750 750 26 1P 15 FLXI2WS 0 27 750 750 326 28 2P 30 FL.X12WS 0 0 0 UMTS CABINET HEATER 15 29 2P 720 3600 2880 30 1P 30 ARGUS 24VDC CABINET 0 31 720 720 750 32 1P 15 Rx—AIT 0 0 1 TELCO BOX RECEPTACLE 15 33 1P 1 180 180 34 p 0 UMTS CABINET RECEPTACLE 15 35 1P 180 1 180 36 p 0 BATTERY CABINET NO.2 15 37 1P 180 180 38 p 0 39 0 40 p 0 41 0 42 p — IN 4 O O NOTES FOR TE20B INTRUSION ALARM: 1. DISCONNECT WIRE #22 FROM N.O. (OPEN WHT BLU o 1 o TERMINAL OF SW5 do CONNECT BLU/WHT o 2 — ) TO MALE 0.25" QUICK CONNECT (RED WIRE) WHT ORG o 3 o FROM TE20B DOOR INTRUSION ALARM ORG o 4 o NA CABLE. USE PROVIDED FEMALE 0.25" QUICK CONNECT WHT GRN o 5 o 2. NOW CONNECT THE BLACK WIRE FROM Mo GRN 6 INA THE TE20B DOOR WH7 BRN o 7 o INTRUSION ALARM CABLE TO THE N.O. o RN HT o 8 o NA OPEN TERMINAL OF SW5 D TO X9 ALPHA WHT SLo 9 0 ALARM PORT SLT T o 10 o NA ak RED BLU o 11 0 BLU RED 12 0 ) NA Q RED ORG 4 13 RED ORG R 14 INTRUSION (PRE—WIRED IN 24V) RE GRN �55 RED ( #1, XT ID #1) o GRN/RED GRN/RED16 GRN TEMP PRE—WIRED IN 24V) RED BRN 17 W� ( TEXT ID #2) cr BLU) S A (EAC TEXT ID 121) 19 RED SED Q- — w SILT RED o 20 0 ) NA 00 BLU BLK d 22 ORG FFOMM#5OWEER IDLAEV GC) x BLK ORG —23 ORG1( // ORG BLK �� YEL J RECT §V — MAJOR6�PRE—WIRED IN 24V)cn = BLK GRN 25 BRN GRN BLK 26� BLU ) (EAC #7, TEXT ID 07 ECT 24V MINOR PRE WIRED 00 BLK BRN �� VIO 2 N BRN BLK 28 ) g BATTERY ACTIVE PE—,IRED IN 24V) z 8IpRw LK SILTSLT30— a C 8LK o 30 0 ) NA 0 0p YE BLU o 31— w Z U L e 32 0 ) NA o PANEL SCHEDULE YE OR G a 33 ) NA u N 1 scALE:N.r.s. ORG EL — 34 0 YEL GRN o 35— GRN 50GRN L e 36— ) NA INTRUSION ALARMS JUMPER'D o J NA TOGETHER ABBREVIATIONS ELECTRICAL SY�18380L.0 e J BY ARGUS AND A AMPERE Q AC GENERATOR CONNECTOR o 0 39 o ROUTED TO PINS ° ACCA ANTENNA CABLE COVER ASSEMBLY CADWELD TYPE CONNECTION o 0 40 = , NA ROUT 0.w AWG AMERICAN WIRE GAUGE o 0 41 013.14 ` BCW BARE COPPER WIRE CIRCUIT BREAKER o c BGB BOTTOM GROUND BAR o e COAXIAL CABLE SHIELD ROUND 42 0 )NA m -SO RE v BTS BASE TRANSMISSION SYSTEM o N KIT CONNECTION e D o 4 0 0 75 D c C CONDUIT TEMP ALARMS BLK 44 CIBGE COAX ISOLATED GROUND BAR EXTERNAL COMPRESSION TYPE CONNECTION JUMPER'D 45 POWER COMPARTMENT o DWG DRAWING / HIGH/LOW TEMP AND m COPPER GROUND BAR 1 4"x4"x20", TOGETHER AND RED m (E) EXISTING l UNLESS NOTED OTHERWISEROUTED TO BLK 46 BATTERY COMPARTMENT 0 o EMT ELECTRICAL METALLIC TUBING 1/0 EXTENSION 47 HIGH/LOW TEMP ALARMS B E G GROUND a DISCONNECT SWITCH BOARD BY ARGUS o 0 48 0 o GEN GENERATOR 49 REAR PANEL, BATT AND ® GFl DUPLEX RECEPTACLE GPS GLOBAL POSITIONING SYSTEM cEN GENERATOR e o 50 PNTWE RUSIOBN ALARMS GR GROWTH o-� IGR INTERIOR GROUND RING (HALO) O' GROUND ROD 0 0 0 o m KWH KILOWATT HOUR ® GROUND ROD WITH ACCESS BATTERY CABINET CN.C. ORG NOTE 3 MIGB MASTER ISOLATED GROUND BAR LOW TEMP ALARM COM ORG HT RED 22 RED N.C. E (N) NEW GROUND WIRING BATTERY CABINET N O BLU ALARM CABLE `� M INTRUSION P PHASE HIGH TEMP ALARM CCDM BLU HT BACK ALARM MANUAL TRANSFER SWITCH TO 66—ALARM CABLE PCS PERSONAL COMMUNICATION SYSTEM METER ON METER/BREAKER UNIT BLOCK BLK FROM a „ PPC POWER PROTECTION CABINET COM FROM �y RGS RIGID GALVANIZED STEEL PANELBOARD S66M1-50 BATTERY o PRC PRIMARY RADIO CABINET POWER AND TELCO WIRING o r RWY RACEWAY SN SOLID NEUTRAL REPRESENTS DETAIL NUMBER REF. NOTES: CABINET N N SW SWITCH ®—DRAWING NUMBER 1. MOUNT S66M1-50 BLOCK W/898 BRACKET IN TELCO BOX OR ON TELCO w TCB TOP GROUND BAR T TRANSFORMER BACKBOARD OR IN NEW 3R ENCLOSURE AT OUTDOOR SITES. POWER COMPARTMENT 0 3 TYP. TYPI ❑ Z. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL REAR LIFT—OFF ACCESS `)af V VOLT B XIT GROUND ROD 3. INSTALL BRIDGING CUPS (SIEMON—SA-1-25 OR EQUIVALENT) AS REQUIRED. COM N.O. PANEL INTRUSION '6 < W WIRE 4. TURN BACK AND STORE UNUSED CONDUCTORS. ALARM N V' OZ ELECTRICAL SYMBOLS AND ABBREVATIONS 1 22 S66 BLOCK ALARM ASSIGNMENTS 24V Sw5 A O `° ai �,/Vy� SCALE: N.T.S. o5 \ / Qe wm/n Irnlca Fon rnRnRucnoR uF Ali R" 1,\�, O O \/ Q5 N/mm WS4.ED FOR COHSfrtULT0,1 C.P. IIF HM 1 Jf, m— FOR PER YIN4 Rt ew GHM N" �(J�`�� AT&T MOBILITY ORIENT BY THE SEA RESTAURANT �� p N/��"� A� R c as/z7� ism fnR� EL T CAL DETAILS, SYMBOLS m� WILLIAM F.COLLINS,AIA NYCENY1059 LI -1 059 D o A R C H I T E C T S. LLP NY7320 QQ a/zyns as�co Fqi coRsmuclro" cfiu AlF '' �'� * ND ABBREVIATIONS 1�? As omm asaea Part — m— Aw .uF R 10-11'ECNNOLOGYDRIVE SETAUKET.NY11733 40200 MAIN RD AT&T MOBILITY ,r -o o VOICC 631-689-8450 FAA: 631-MM459 ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE No. MTE REWswNs er c"K IPP ��B 0. SITE NO. DRAWING NUMBER REV O z PARAMOS, NJ 07652 scuc, NmFn oxlrN e: r, uF YCENY1059 E-2 6 6 5 4 3 2 + S DFN-SM160,021 DWG 22 x 34 D SIZE OF � PSC- O N E a Y CONDUIT W/16-1/C 8 AWG THHN OR THWN-2 c AND 1-1/C 10 AWG THHN OR THWN-2 GREEN INSUL GND, (FOR RECTIFIER) E 2-1/C 10 AWG THHN OR THWN-2 a N & 1/C 10 AWG GND, (FOR HVAC) o L 2-1/C 12 AWG THHN OR THWN-2 HQ S/G EG & 1/C 12 AWG GND, (FOR GFCI) • (NOTES 1 & 2) _ D t •N S/N u N • u m� 0 NOTE r < 30A 30A 2 i J 210 1L1 5L1 z 1L2 51_2 Fav 30A 30A UPPER SHELF u [4L1 1 61_1 m RECTIFIERS 6-11 Jm m `0 2 6 (NOTE 3) 0 0 30A 30A .0 1 71_1 �a o v 2 71_2 LOWER SHELF t 30A 30A m RECTIFIERS 1-5 lip o 8LiF-m 2 81_2 JUNCTION w c SEE DETAIL A (TYP) 20A (HACR) 15A BOX FOR o u WAC RTN SPLY RTN c coco O • • • • c u aAT&T PANELBOARD • • • • ` FOR—/120/240V AC 10. 3W OR FOR • • • • o HVAC GFCI Q • • • • 208/120V AC 30, 4W 5-15R ` J $ 0GFCI m ° SEE EQUIPMENT SINGLE -LINE DIAGRAM o - FOR DC BREAKERS H o GND BAR ARCUS Te41 CABINET • v n I d EE 2 AWG �U a 0 SHELF AC WIRING — COMPARTMENT O N C tA N `LEFT SIDE RIGHT SIDE o ` NOTES, u o W J J 51_1— 1. UPPER POWER MODULE (SHELF) HAS (6) POSITIONS FOR RECTIFIERS. _ `O LOWER POWER MODULE (SHELF) HAS (5) POSITIONS FOR RECTIFIERS. 0 o i oz'^ `� `� 51_2 — cn INSTALL CONDUIT AND CONNECT WIRING TO RECTIFIER MODULE B _ POSITIONS 1 TO 8. THE QUANTITY OF ACTIVE RECTIFIERS SHALL BE E — 1 L1 J J 4L1 — 3 a DETERMINED BY OTHERS. Zo_cn N NO U� n ` it c —1 L2 � � 4L2 — 2. INSTALL ONE 3QA CIRCUIT BREAKER FOR EACH RECTIFIER 3<0 $ TO BE INSTALLED. REFER TO PANEL SCHEDULE. UNTERMINATED WIRES c 2!5 — 21_1 J J 3L1 — IN THE PANELBOARD SHALL BE CAPPED AND COILED. BREAKER o Z O W n INTERRUPTING RATING SHALL MATCH PANELBOARD. E 0 2L2 3L2 — 0- z 3. SEE MWR/KITTING LIST FOR QUANTITY OF RECTIFIER MODULES TO BE DEPLOYED. —GND—O PE PE 0 4. THIS DETAIL IS APPLICABLE FOR EITHER A +24V OR -48V POWER PLANT. MODULE No. v N DETAIL A o- TERMINAL BLOCK WIRING U3 (LOWER SHELF SHOWN-UPPER SHELF SIMILAR) C, D: AC SINGLE- LINE DIAGRAM FOR ARCUS TE41 DC POWER PLANT '��_� A Z_ ai 42 SCALE: N.T.S. 0 1a/a/11 iswm Fon ca«nnucrwN AlF ALF Nu I.. D A 9`1 `o O.0 Q5 W/10/11 ISSUEU FOR CONSiRUCTON C.P. ALF NM • _ L C: AT&T MOBILITY y- ORIENT BY THE SEA RESTAURANT �� w.. C SIN E- INE DIAGRAM my WILLIAM F. COLLINS, AIA NYCENY1059 / LI-1059 ``� ja ` ,. _. '" o A a c x I r F c r S. LLP NY7320 3 R GUS -41 DC POWER PLANT AT&T MOBILITY OCL 10-1 TECNNOLOG3DRIVE SETAUKFT.NI' 11733 40200 MAIN RD 15 EAST MIDLAND AVENUE ra. aTE ncHsro„s er CHK B S NO. DRAWING NUMBER REV a'Y VOICE: 671-689-9450 FAX. 671-fiR9-13959 ORIENT POINT, N.Y. 11957 pARAMUS, NJ 07652ORAwNa+:cP,RF .� 2 ENY1059 E-3 6 0 0 • UZ 6 5 4 3 2 ? u��944 �fl FN-STV[160.02] DWG 22 z 34 'r SIZE r� 3 J r cD o U 4 L � U � in O I• cO o c `o oU r� t O U Em we m r� Cy 0 0 C N UOD �a N O np d 0 `o O U p `I v O � N - 3 d u E A p O N C .0 m ~ O � rd c 'o L U O y U m � 0 0 •- o >, E `o 0 � C n' 0 C U p N O E o O o+ o � v_ 0 or U c � o y c 03 U � 0 J O 0 N Z c U o, o > 0 0 p O 0 O U U y c my c 0 0 0 u COAX TO ANTENNAS - NOTES 3 do 4 (TYP FOR 6) AISG CABLE FOR RET Cb;;OL'--, NOTES: 3, 4, 21 (TYP FOR 3) COAX JUMPERS NOTES 3, 4 2 COUNT, SINGLE MODE FIBER CABLE NOTES: 3, 4, 5, 11 (TYP FOR 6) 2/C DC CABLES NOTES: 3, 4, 5, 11, 13 (TYP FOR 6) 1- LFMC NOTES: 3, 4, 6 (TYP FOR 6) ALARM CABLE NOTES: 3, 4, 5 (TYP FOR 3) Y FLEXIBLE CONDUIT NOTES: 3, 4, 21 (TYP OF 3) (2) 2/C DC CABLES - NOTES: 3, 4, 5, 13 (TYP FOR 3) (2) 2 COUNT, SINGLE - MODE FIBER CABLE NOTES: 3, 4, 5 (TYP FOR 3) DIPLEXER DIPLEXER NOTES 3, 4 NOTES 3, 4 L �1 DIPLEXER I I DIPLEXER NOTES 3, 4 NOTES 3, 4 COAXIAL SURGE ARRESTORS NOTES 3 do 4 `I (TYP FOR 6) DIPLEXER I I DIPLEXER NOTES 3, 4 NOTES 3, 4 700 RRH AWS RRH P2, AWS RRH 700 RRH AWS RRH NOTES NOTES NOTES NOTES NOTES 1, 2, 5 1, 2, 5 1, 2, 5 1, 2, 5 1, 2, 5 6 AWG �(TYP FOR 6) (NOTE 11) FIBER do POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) NOTES: 3, 4, 5, 17, 18 do 19 2 1/2" IMC CONDUIT (NOTE 15) (12) 1/C 12 NOTES: 3, 4 (2) 4/0 CLASS B OR 1 2 1/2" IMC/RNC CONDUIT NOTES 3, 23 (TYP FOR 2) TO (2) 250A BREAKERS IN - 24V DC _ POWER PLANT FIBER do POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) NOTES: 3, 4, 5, 17, 18 do 19 FIBER & POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) VOTES: 3, 4, 5, 17, 18 & 19 6 AWG (MIN.) (TYP FOR 3) PULL BOX (AT DC2 H -FRAME) 15" x W x6" (MIN.) FIBER MGMT TRAY DC SURGE SHELF NOTES: 3, 4, 14 6 AWG 48V DC BREAKER PANEL (1) 100A do (6) 15A BREAKERS NOTES: 3, 4, 8, 9 24V TO -48V CONVERTER W/ 2KW MODULES NOTES: 3, 4, 7 OUTDOOR CABINET SYSTEM DIAGRAM, TOWER SITE WITH OUTDOOR BASE BAND AND RHHs ON GROUND (6) 2 COUNT, SINGLE MODE FIBER CABLE IN 2" FLEXIBLE CONDUIT/INTEROUCT W/ 1 1/2' REDUCER NOTES: 3, 4, 5, 6 L (2) 1/C 1 AWG IN 1 1/2" LFMC CONDUIT NOTES: 3, 4, 5, 6 ALARM CABLE 9412 CABINET W/2 9926 (BBU) NOTES: 1, 2, 5 / AWS NOTES: a CL 700 MHz LTE BBU NOTES: 1, 2, 5 LTE BBU I _ (2) 2 AWG L (2) 1/C 1 AWG IN 1 1/2" LFMC CONDUIT NOTES: 3, 4, 5, 6 ALARM CABLE 9412 CABINET W/2 9926 (BBU) NOTES: 1, 2, 5 / AWS NOTES: 6 AWG 1, 2, 5 �6 AWG I _ (2) 2 AWG - AISG CABLE - NOTES: 3, 4, 21 (TYP FOR 3) 2 COUNT, SINGLE MODE FIBER CABLE NOTES 1. FURNISHED BY OEM/AT&T. 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. 3. FURNISHED BY BECHTEL 4*INSTALLED BY BECHTEL 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. 6. OPEN END OF CONDUIT TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. 7. ARGUS 053-997-20-0000 DUAL FEED DC -DC CONVERTER WITH 012-526-20-040 2KW MODULES. 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED SEPARATELY. 9. BREAKERS TO BE TAGGED AND LOCKED OUT. 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN IN BECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 10A BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH SPECIAL CONNECTOR. 11. LEAVE COILED AND PROTECTED UNTIL TERMINATED. 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. 13. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. 14. DC SURGE PROTECTION SHELF SHALL BE RAYCAP DC6-48-60-RM. SEE DETAIL 1409A FOR INTERNAL WIRING DIAGRAM. 15. CONDUIT WHEN INSTALLED UNDERGROUND SHALL BE SCHEDULE 40 PVC. 16. DC POWER CABLES SHALL BE COPPER, CLASS 8 STRANDING TYPE RHH/RHW UL LISTED FOR 90'C DRY/75'C WET INSTALLATIONS UNLESS NOTED OTHERWISE. 17. FIBER AND POWER DISTRIBUTION BOX W/48V DC SURGE SHALL BE RAYCAP MODEL DC2-48-60-0-9E. 18. SEE DETAIL 1411 FOR INTERNAL WIRING DIAGRAM. 19. FIBER AND POWER DISTRIBUTION BOX IS bM REQUIRED WHEN THE DC CABLE BETWEEN THE OUTDOOR CABINET AND RRH IS LESS THAN 50 FEET. 20. GROUNDING CABLES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90' DRY/ 75- WET INSTALLATION UNLESS NOTED OTHERWISE. 21. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. REFER TO RF DATA SHEET FOR APPLICABILITY. 22. TMAS MAY BE EITHER SINGLE UNITS (AS SHOWN) OR TWIN UNITS. 23. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO CONVERTER SHALL NOT EXCEED 44 FEET. 24. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL CABLE CONNECTION. 25. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. GPS ANTENNA & SURGE SUPPRESSORS NOTES: 3, 4, 24 COAX NOTES: 1, , 5 1 66 BLOCK SIAD NOTES: 1, 2, 5 COAX ------ - - NOTE: 10 (TYP FOR 2) JUMPER NOTES: 3, 4 \-I* LFNC CONDUIT ALARM 3CABLES,25 I (W/ PULL STRING) N NOTES: 3, 4, 6 BY OTHERS 'I' 6 AWG,EVI INTERFACE DEVICE CE GND (VARIES BY MARKET) 2 AWG NOTE: 12 ORIENT BY THE SEA RESTAURANT WILLIAM F. COLLINS, AIA NYCENY1059 /1-I-1059 AR C H I T E C T S. L L P NY7320 161 TECHNOLOG)' DRIVE SETAUKET. NY 1173) 40200 MAIN RD VOICE: 631-68944511 FAX: 631-6x9-9459 ORIENT POINT. N.Y. 11957 6 I 5 0 -J-` 2 AWG at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 LTE ANTENNA WITH RET NOTES: 3, 4 700 TMA NOTES 3, 4, 22 �,En .�, �,a,K,�f, 09/3]/11 ISSUED Z CMS,@,CIIDN LTE ANTENNA WITH RET NOTES: 3, 4 AWS700 TMA AWS TMA TMA 3N NOTES 3. 4.3, 4, 22 LTE ANTENNA WITH RET NOTES: 3, 4 700 TMA AWS TMA NOTES NOTES 3, 4, 22 3, 4, 22 AT&T MOBILITY DIAGRIA, TOWER SITE WITH OUTDOOR E B D AND RRHs ON GROUND SITE NO. DRAWING NUMBER I NYCENY1059 E-4 OFN=SM160.021 .DWG 22 z 34 PSC= FBI X 0 � C O .y E d� am c m `m f. N ;N 0 0 .n oa U N m N m-," o� rof 3 J r = z z p U m� t� U O m C m p I• o p c `o C' o oU Tv L O U Em wc u u o� c � N dr, U "} cq o_ no m ° c' 0 0' U -0 0 N r O c tJ p N � � N -o moo. N +� m E Q U 0 v O N C t N r • C O � c d 'o L c U O m 0 m� o T O >- E O � o •� C o m o. c m O N 0 o E `0 C L ._ 01 o c L � N - o o L U N -N C N O c U ,6 J C, � z oU o 0 ao 0 O O U m �y L p, U m m� p L N OCL 0 .0 0 � U Z INSTALL 250A B (2) 1 /C 1 AWG POWER CABLES 2 AWG ALCATEL-LUCENT CABINET W/ 9926 (BBU) 48V DC 9412 BB TYPE 2 INPUT ALCATEL-LUCENT 9926 (BBU) 48V DC + 8 AWS/700 INPUT ALARM JACKS O FIBER PORTS GNC 1 2 3 GR I T1 RJ45 ❑ ❑ ❑ ❑ JACKS (4) 1/C AWG POWER CABLES 4/0 24V (+) 0V PART OF DC POWER PLANT WIRING DIAGRAM, OUTDOOR BASE BAND AND RRHs ON GROUND SCALE: 3/8=1'-0' WILLIAM F. COLLINS, AIA ARC H I T E C T S. L L P IPI TECH OLOGV DRIVE. SETAUKET.N\' 1177) VOICE: 611-699-8450 FAX 611fi89-8959 6 1 TO GROUND I g 1 Ir Iloilo con 2 AWG TO RACK GROUND BAR }—(12) 1/C 12 AWG POWER CABLES +24V INPUT +24V INPUT 24V TO -48V CONVERTER FEED A FEED B (NOTE 3) WITH � INTEGRAL -48V BREAKER PANEL (NOTE 3) (NOTE 2) FACTORY WIRING +GND 0/P OV (NOTE 4) -GND 1/P (NOTE 3) 1 2/0 AWG 6 AWG (NOTE 10) (NOTE 5) NOIES TO TO GROUND GROUND 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; I.E. A -AWS+". 2. INSTALL IN AUXILIARY EQUIPMENT CABINET 3. CABLE TERMINALS FOR +24V INPUT FEED A. FEED 8 AND REFERENCE GROUND SHALL BE 2 -HOLE: 3/8" ON 1' CENTER. 4. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK-TO-BACK ON OPPOSITE SIDES OF PAD USING 1 -HOLE 3/8" TERMINALS. 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2 -HOLE, 1/4" ON 5/8" CENTER. 6. SEE DETAIL 1408 FOR CABLE SIZES. 7. SEE DETAIL 1411 FOR INTERNAL WIRING DIAGRAM. 8. FIBER AND POWER DISTRIBUTION BOX IS NOT REQUIRED WHEN THE DC CABLE BETWEEN THE DC POWER CABINET AND RRH IS LESS THAN 6'-6". 9.SEE DETAIL 1409A FOR INTERNAL WIRING DIAGRAM. 10. USE DETAIL 1424 FOR CONVERTER WIRING DIAGRAM. 11. DC POWER CABLES SHALL BE UL LISTED RHH/RHW RATED AT 90'C DRY/75'C WET INSTALLATIONS. 12. AC POWER AND GROUND CABLES SHALL BE UL LISTED. THHN/THHW RATED AT 90'C DRY/75"C WET INSTALLATIONS. ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 5 s 2/C POWER CABLES (6 TYP) (NOTE 6) a t & t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS. NJ 07652 3 `1`1/11 I= FOR mNz76ucuo,l N/2]/11 65uEp Z. roNSfR,Itt9M! scut: As NorFn 2/C 10 AWG - POWER CABLES (6 TYP) FIBER do POWER } DISTRIBUTION + WITH - + 48V SURGE PROTECTION + _ RAYCAP DC2 (NOTES 7 & 8) - �6 AWG TO GROUND FIBER do POWER + DISTRIBUTION + WITH - + 48V SURGE PROTECTION + _ RAYCAP DC2 (NOTES 7 do 8) - 6 AWG TO GROUND FIBER do POWER + DISTRIBUTION + - WITH - 48V SURGE PROTECTION + _ RAYCAP DC2 (NOTES 7 do 8) - Q— 6 AWG TO GROUND RLMp AWS SECTOR A U 0 O cr o m 0 o a Dorm Fim - 6 AWG TO GROUND AWS SECTOR B U FL R' O C3 0 m L) ao[,% F, II■ 1 6 AWG 70 GROUND AWS SECTOR C U K O .a". _ 6 AWG TO GROUND %pED Aq 700 SECTOR A FL O j 1 _ 6 AWG TO GROUND 700 SECTOR B O C' z O m + - 0 I _ 6 AWG TD GROUND 700 SECTOR C fL C O Q' ;.A 6 AWG TO GROUND AT&T MOBILITY OUTDOOR BASE BAND 1UND DC/DC CONVERTER SITE NO. DRAWING NUMBER IREVI NYCENY1059 E-5 6 DFN-STV[I60.02] DWG 21 z 34 T SIZE PSC- 0 GROUND 33 NEW SUPPLEMENTARY ROD, TYP. GROUND CABLE 2/0 AWG, TYP X T X X X X X x x X x 7•. m o y c 04 00 v ao ?r, ` x xx —xx x X x—x N \ / —% m O` O 0 v o m« y COAX GROUND I—NEW SUPPLEMENTARY 5 GROUND RING, TYP. GROUND CABLE 2/0 AWG 6mn a BAR AT NEW COPPER u SECTQR "C" GROUND BAR, TYP.— E -4 -4 -4 scut: AS HmED u a° �o GROUND RING #2 AWG O m C L ROUND ROD COPPERWELD m _ NOTE: 0. 1'-4" 2'-B" 5'-4" IF THIS SHEET IS 11" X 17' REFER o TO ADJACENT GRAPHIC SCALE. 3716-=1'_0" c U 0� EQUIPMENT GROUNDING PLAN 6 \ / SCALE: 3/8=1'-0' �0 \� a� 0 0 U m �y L � m'vWILLIAM F. COLLINS, AIA r A R C H I T E C T S. L L P UL 10.ITECHNOLOG\'DRIVE SETAUKF7.N\'11'/77 OO VOICE: 611.6N14410 FAX. 611{,114114 U Z 0 xxxx-<st- L -_._._._._._._._.J GROUNDING NOTES: CAUTION!: AT ALL SITES THE CONTRACTOR MUST VERIFY THAT THE SYSTEM IS EFFECTIVELY GROUNDED AND MEETS THE NEC ARTICLE 250 REQUIREMENTS AND ACCEPTABLE TO THE LOCAL INSPECTOR/ AUTHORITY. NEC ARTICLE 250-84 SPECIFIES GROUNDING RESISTANCE OF 25 OHMS OR LESS FOR THE GROUNDING SYSTEM. THE PROJECT REQUIREMENT IS FIVE (5) OHMS. um: 1. ALL METALLIC OBJECTS LOCATED WITHIN 6'-0' OF GROUND RING SHALL BE BONDED TO THE GROUND RING. 2.PROVIDE STRAIN RELIEF AND PROTECTION FROM SHARP MATERIAL FOR INDIVIDUAL CABLES. PROVIDE #6 GROUND CONDUCTORS WITH TWO -HOLE CONNECTORS TO CABLE RACK SECTIONS TOGETHER. NEW #2 AWG SOLID, COAX GROUND TINNED, BCW BURIED i GROUND RING, TYP. BAR AT NEW AT&TQUIPMENT BAR AT CABINETS,, TYP. e GROUNDING NOTES 1, THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS OPTED BY THE AHJ), THE SITE-SPECIFIC UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TW GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GESS) SWILL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 4, METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW 6. USED OND ANTIOXIDANT ALL COMPRESSIONnAND BOLTED GROUND CONNECTIONS) SHALL BE 7. SURFACES TO BE CONNECTED TO GROUND CONDUCTORS SHALL BE CLEANED TO A BRIGHT SURFACE AT ALL CONNECTIONS. 8. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION CONNECTORS WHICH ARE THEN BOLTED TO EQUIPMENT USING STAINLESS STEEL HARDWARE. INSTALLATION TORQUE SHALL BE PER MANUFACTURE'S REQUIREMENT. 9. ALL CABLE TRAYS SHALL BE BONDED TO THE EXISTING BURIED GROUND ELECTRODE SYSTEM WITH A SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER WIRE. COAX GROUND COAX GROUND COAX GROUND i Qj 07INM BAR AT BAR AT BAR AT 11\8/1 19 121 ! SECTQR "C" SECTO "B' SECTO "A -4 -4 -4 scut: AS HmED DcsK.Nm GROUND RING #2 AWG TYP. TYP. TYP. ROUND ROD COPPERWELD 5/8"0 X 10'-0" LONG 1 GROUND ROD 3 -4 TO EQUIPMENT E-3 TYP. GROUND RING 118 119 TO MONOPOLE COAX GROUND -4 -4 GROUND RING BAR TYP. TYP• #6 AWG #2/0 z 0 0 0 o MASTER GROUND BAR CONDUIT OR COAX CABLES UMTS X- 850 1900 4 VD BATT BATT PURCELL Nm: ARE GROUND WIRES GND&TELCO RRH RRH ARE #2 AWG GREEN CONDUIT BON ALL GROUND WIRES ARE #2 801 NEW GPS AWG GREEN INSULATED, INSULATED, TINNED 6 AWG -6 UNIT OTHERWISE. OBMETAL UNLESS NOTED UNLESS NOTED MI OB METAL OTHERWISE. JECTS T1 SURGE SUPF A#6 AWG TYP. GROUNDING SCHEMATIC SCALE: N.T.S. ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 5 51 W. at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 INSPECTION HAND HOLE ASSEMBLY - GRADE DETAIL @ GROUND ROD 3 SCALE: N.T.S. CABLE TO ROD CAD WELDED NOTE: INSPECTION HAND HOLE MAY BE PRE CAST CONCRETE OR PVC AND SHALL BE A MINIMUM OF 12e I.D.X36" DEEP. # 2 AWG SOLID TINNED BCW TEST LOOP CAD -WELDED TO EGR. .. CLEAN SAND FILL RING #2 AWG SOLID TINNED BCW GROUND CAST IRON FLANGE AND COVER WITH WORD 'GROUND' CAST INTO COVER. /— GRADE Qmmnl i Qj 07INM 55UE0 Epi COx5�NI1C60N Q05/i)/06 10 PROTECT THREADED AREA ! FROM DAMAGE DURING ;.� AND AFTER INSTALLATION. CADWELD scut: AS HmED DcsK.Nm GROUND RING #2 AWG ROUND ROD COPPERWELD 5/8"0 X 10'-0" LONG DETAIL @ GROUND ROD 3 SCALE: N.T.S. CABLE TO ROD CAD WELDED NOTE: INSPECTION HAND HOLE MAY BE PRE CAST CONCRETE OR PVC AND SHALL BE A MINIMUM OF 12e I.D.X36" DEEP. # 2 AWG SOLID TINNED BCW TEST LOOP CAD -WELDED TO EGR. .. CLEAN SAND FILL RING #2 AWG SOLID TINNED BCW GROUND CAST IRON FLANGE AND COVER WITH WORD 'GROUND' CAST INTO COVER. m C 1 b t — m"smucnau ISSUED ��. m„s6wc6bH Qmmnl as cD EA a 6 urc RENEY Qj 07INM 55UE0 Epi COx5�NI1C60N Q05/i)/06 ISSUED fYxl QM6IRIICIKIN I 1 I 1 Qp 01/3)/66 ISSUED Edi mNSIRUCMI ND. MTE REV5gN5 scut: AS HmED DcsK.Nm m C 1 b t GROUND ROD COPPER WELD GROUND ROD TEST WELL 5/8"X 1o'—D" LONG 1�ETER 4 SCALE: 1-1/2• = 1'-0' BANK . .A U ID/m/1,,sum — m"smucnau ISSUED ��. m„s6wc6bH Qmmnl as cD EA a 6 urc RENEY Qj 07INM 55UE0 Epi COx5�NI1C60N Q05/i)/06 ISSUED fYxl QM6IRIICIKIN w w. to 1 Qp 01/3)/66 ISSUED Edi mNSIRUCMI ND. MTE REV5gN5 scut: AS HmED DcsK.Nm GROUND ROD COPPER WELD GROUND ROD TEST WELL 5/8"X 1o'—D" LONG 1�ETER 4 SCALE: 1-1/2• = 1'-0' BANK . .A U ID/m/1,,sum — m"smucnau ISSUED ��. m„s6wc6bH Qmmnl as cD EA a 6 urc RENEY Qj 07INM 55UE0 Epi COx5�NI1C60N Q05/i)/06 ISSUED fYxl QM6IRIICIKIN w w. ISSIIm FOR Cm61R TC Qp 01/3)/66 ISSUED Edi mNSIRUCMI ND. MTE REV5gN5 scut: AS HmED DcsK.Nm ■m©® CAS ■®©QI � 9 VIII' AT&T MOBILITY :0, ELEC, GROUNDING PLAN AND DETAILS 10. DRAWING NUMBER REV 1059 E-6 6 0,027 Dwc 22 z 34 D SIZE PSC- o _ 'N E #6 AWG STRANDED Cu - `m � WIRE WITH GREEN, 60OV, EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND UM SHALL n� NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO. THWN INSULATION PART NO. DESCRIPTION O1 1 114`x4"x30" SOUD GND. BAR Q2 2 A-6056 WALL MTG. BRKT. O3 2 3061-4 INSULATORS m m77 = LOCKWASHER, T WASHER, TYP. 5/8"-11x1" H.H.C.S. Q5 4 3015-8 5/8 LOCKWASHER r STAINLESS STEEL TMP 3/8" x 1-1 /2" GROUND BAR S t HARDWARE HEX BOLT ON WALL, FLOOR OR ON ANTENNA N = -a; < TWO HOLE TOWER u COPPER COMPRESSION Nom'' TERMINAL 19 ROUND BAR -7 <@> m m 0 O O QO Q QO O O a EXPOSED BARE COPPER TO BE KEPT p O O O OO HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. SECTION "P" - SURGE PROTECTORS CABLE ENTRY PORTS (HATCH PLATES) (#2) GENERATOR FRAMEWORK (IF AVAILABLE) (02) TELCO GROUND BAR (12) D COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) +24V POWER SUPPLY RETURN BAR (#2) -48V POWER SUPPLY RETURN BAR (#2) R GROUNDING p O O O RECTIFIER FRAMES. COAX SUPPRESSION Da GROUNDING �� TO ABSOLUTE O DOUBLE CRIMP Z MINIMUM. NO SECTION "A" - SURGE ABSORBERS o - CONNECTION INTERIOR GROUND RING (#2) r c CABLE INSULATION ALLOWED WITHIN THE —EANGLE SHOWN TO ILLUSTRATE WELD INTERIOR 2 3 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) m COMPRESSION EXOTHERMIC WE AT THE LOWEST POINT ON THE BAR GROUND RING m METALUC COLD WATER PIPE (IF AVAILABLE) (#2) M.2 o TERMINAL. TYP. (WELDING PROHIBITED BUILDING STEEL (IF AVAILABLE) (#2) ON ROOFTOPS) #2 AWG SOUD BARE TINNED 0 c ELEVATION SECTION COPPER GROUND CONDUCTOR. 0 1 2 5 SECTION "I" -ISOLATED GROUND ZONE n EXOTHERMIC WELD TO BURIED GROUND o I 0 0 * ALL ISOLATED GROUND EQUIPMENT FRAMES. o v RING AND GROUND BAR O A (f2) ® P 1 DETAIL NOTES: L 4" EXOTHERMIC Em 1 1 WELDNOTES Q EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO w c GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE 1. "DOUBLING UP" OR `STACKING" OF CONNECTION IS NOT PERMITTED. PARALLEL EXOTHERMIC WELD. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 20 USE PERMANENT MARKER TO DRAW THE UNES BETWEEN EACH 00 SECTION AND LABEL EACH SECTION ("P", "A", "f) WITH 1" HIGH LETTERS. C N TYP" GROUND BAR CONNECTION DETAIL ,�,� INSTALLATION OF GROUND WIRE TO COAX CABLE GROUND BAR ,�,�RGB REFERENCE- GROUND BAR DETAIL Q u 1 SCALE: N.T.S. 1 1 SCALE: N.T.S. 1 1 .7 SCALE: N.T.S. m � c 0 0 U d .. O TRANSMIT MONOPOLE o c TO TOWER MOUNTED ANTENNA JUMPER REQUIRED ANTENNA AMPLIFIER UNITS /�,� ONLY FOR 1 5/9.0 TO ANTENNA GROUND BAR (CIGBE) U O `'-� ) y COPPER BONDING CONDUCTOR (WHEN REQUIRED AND COAX OR FOR TOP OF MONOPOLE EASE OF SEE NOTE 1. a RECEIVE ANTENNA CONNECTION (TYP.) SEE DETAIL 118 LUG TX m BONDING BUSHING LUG CONNECTOR WEATHERPROOFING KIT �;i U (TYP.) . S'o RX1/RX2 RXI/RX2 STANDARD O.TBONDING BUSHING ANTENNA CABLE 12" TO 24 WEATHERPROOFING GROUND KIT (TYP.) GROUND LUG N (MANUF. T & B KIT (TYP.) o P/N BG80X OR 1 STANDARD 6 AWG STRANDED Cu -E v APPROVED EQUAL) s NOTE: X SUBSTITUTED FOR LUG WEATHERPROOFING KIT GROUND KIT WIRE WITH GREEN, 60OV, t CONDUIT SIZE CONDUCTOR (TYP.) (SEE THWN INSULATION (TYP) ANTE NA GROUND (SEE NOTE 3) BAR CIGBE) 3 SCREW I I NOTE) co CABLE GROUND KIT BOTT M OF MONOPOLE I SEE NOTE 1. o 2 BONDING BUSHING ANTENNA (TYP. FOR ALL) SEE DETAIL 118 B SET SCREW #6 AWG STRANDED Cu WffWITH TO BTS TO SHELTER 0 o GREEN, 60OV, THWN INS (GROUNDED TO GROUND I I (TMP') ENTRY P0R70 BONDING EXOTHERMIC WELD NOTES 1 do 2) VIA TRAY OR o.y LUG CIGBE (GROUND BAR), ICEBRIDGE 2 AWG Cu SOLD c m DETAIL 118 MOUNTED BARE SCREW 2 AWG BCW o NEAR/BELOW ANTENNA SOUD TINNED COPPER WIRE o NED METALLIC CONDUIT GROUNDRING o (RGS, IMC, EMT, FLEX) MONOPOLE PIER 0 #6 AWG STRANDED Cu DIRECTIONS: EXOTHERMIC o m FROM TMA WIRE WITH GREEN, 2 AWG BCW SOUD 1. MOUNT BONDING BUSHING ONTO CONDUIT NOTES: 600V,THWN INSULATION WELD (• d 2. TIGHTEN BOND BUSHING SET SCREW (WHEN REQUIRED) I TINNED EXOTHERMIC v_ N 1. D0 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS i WELD TO MONOPOLE 0 3. INSERT COPPER CONDUCTOR INTO LUG DIRECT GROUND WIRE DOWN TO GROUND BAR. #2 AWG Cu STRANDED I BASE PLATE 0 r 4. TIGHTEN LUG CONDUCTOR SCREW WIRE WITH GREEN, 600V, - 5. TIGHTEN BONDING LUG SCREW 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS THWN INSULATION BONDED SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TO TOWER STEEL OR i d NOTE: BONDING BUSHING, SET SCREW, LUG, MONOPOLE NOTE: 0 w LUG SCREW, COND. LUG SCREW, SHOWN 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS NOTE: DO NOT INSTALL CABLE GROUND 1. NUMBER OF GROUND BARS MAY VARY o a AS COMPLETE UNIT. SUPPLED OR RECOMMENDED BY CABLE MANUFACTURER.) KIT AT A BEND AND ALWAYS DIRECT DEPENDING ON THE TYPE OF MONOPOLE, GROUND WIRE DOWN TO CIGBE. CATION AND CONNECTION oz GROUND WIRE TO GROUND BAR CONNECTION NT OVIDE AS REQUIRED. _0 CONDUIT BOND /GROUND BUSHING DETAIL �ONTION OF CABLE GROUND KIT TO ANTENNA CABLE 12 SCALE: N.T.S GROUNDING -MONOPOLE A 8 ai 2 SCALE: N.T.S. QA mw" Iswm roR m�w,cllo+ Alr A,r ». '�,, o 0 0 nn sQ m/m/II iswco roa rd,srm,ctaa C.P.ur rul �, 0 U m Q N/ty,l SSIFn roR 1"sieRrm REVlW c.v. w.f• RN / - C PR ORIENT BY THE SEA RESTAURANT p mro� R SRN Ar R ��' ryj 6 AT&T MOBILITY m 'v WILLIAM F. C O L L I N S, A I A / f# a t &t mp'/w aslEu rnit mxnRucrloR c"" Au '�� NYCENY1059 LI -1059 '),Y c Qi a/z,/m �ssum rat axsmuaax cm o A R C H I T E C T S. L L P NY7320 ROUNDING DETAILS AT&T MOBILITYQo a/DAM AVJ�- rnt 10-ITECHNOLOGYDRIVE SETAUKET.NY11733 40200 MAIN RD �3 VOICE. 631-689-8450 FAX: 631fi89-8459 15 EAST MIDLAND AVENUE No. DATE REV6K"IS Br nnc Aw JOB O SITE N0. DRAWING NUMBER REV 0 o ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652 U Z seise: As mien oEsmNEo oRA"R erc: cr, ur % YCENY1059 E-7 6 6 5 4 3 2 F V[ N DFN=S ,BD.D2] DWG 22 z 34 D SIZE NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO. REQ. PART NO. DESCRIPTION O1 1 114`x4"x30" SOUD GND. BAR Q2 2 A-6056 WALL MTG. BRKT. O3 2 3061-4 INSULATORS O4 4 3012-1 5/8"-11x1" H.H.C.S. Q5 4 3015-8 5/8 LOCKWASHER HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. SECTION "P" - SURGE PROTECTORS CABLE ENTRY PORTS (HATCH PLATES) (#2) GENERATOR FRAMEWORK (IF AVAILABLE) (02) TELCO GROUND BAR (12) D COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) +24V POWER SUPPLY RETURN BAR (#2) -48V POWER SUPPLY RETURN BAR (#2) R GROUNDING p O O O RECTIFIER FRAMES. COAX SUPPRESSION Da GROUNDING �� TO ABSOLUTE O DOUBLE CRIMP Z MINIMUM. NO SECTION "A" - SURGE ABSORBERS o - CONNECTION INTERIOR GROUND RING (#2) r c CABLE INSULATION ALLOWED WITHIN THE —EANGLE SHOWN TO ILLUSTRATE WELD INTERIOR 2 3 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) m COMPRESSION EXOTHERMIC WE AT THE LOWEST POINT ON THE BAR GROUND RING m METALUC COLD WATER PIPE (IF AVAILABLE) (#2) M.2 o TERMINAL. TYP. (WELDING PROHIBITED BUILDING STEEL (IF AVAILABLE) (#2) ON ROOFTOPS) #2 AWG SOUD BARE TINNED 0 c ELEVATION SECTION COPPER GROUND CONDUCTOR. 0 1 2 5 SECTION "I" -ISOLATED GROUND ZONE n EXOTHERMIC WELD TO BURIED GROUND o I 0 0 * ALL ISOLATED GROUND EQUIPMENT FRAMES. o v RING AND GROUND BAR O A (f2) ® P 1 DETAIL NOTES: L 4" EXOTHERMIC Em 1 1 WELDNOTES Q EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO w c GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE 1. "DOUBLING UP" OR `STACKING" OF CONNECTION IS NOT PERMITTED. PARALLEL EXOTHERMIC WELD. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 20 USE PERMANENT MARKER TO DRAW THE UNES BETWEEN EACH 00 SECTION AND LABEL EACH SECTION ("P", "A", "f) WITH 1" HIGH LETTERS. C N TYP" GROUND BAR CONNECTION DETAIL ,�,� INSTALLATION OF GROUND WIRE TO COAX CABLE GROUND BAR ,�,�RGB REFERENCE- GROUND BAR DETAIL Q u 1 SCALE: N.T.S. 1 1 SCALE: N.T.S. 1 1 .7 SCALE: N.T.S. m � c 0 0 U d .. O TRANSMIT MONOPOLE o c TO TOWER MOUNTED ANTENNA JUMPER REQUIRED ANTENNA AMPLIFIER UNITS /�,� ONLY FOR 1 5/9.0 TO ANTENNA GROUND BAR (CIGBE) U O `'-� ) y COPPER BONDING CONDUCTOR (WHEN REQUIRED AND COAX OR FOR TOP OF MONOPOLE EASE OF SEE NOTE 1. a RECEIVE ANTENNA CONNECTION (TYP.) SEE DETAIL 118 LUG TX m BONDING BUSHING LUG CONNECTOR WEATHERPROOFING KIT �;i U (TYP.) . S'o RX1/RX2 RXI/RX2 STANDARD O.TBONDING BUSHING ANTENNA CABLE 12" TO 24 WEATHERPROOFING GROUND KIT (TYP.) GROUND LUG N (MANUF. T & B KIT (TYP.) o P/N BG80X OR 1 STANDARD 6 AWG STRANDED Cu -E v APPROVED EQUAL) s NOTE: X SUBSTITUTED FOR LUG WEATHERPROOFING KIT GROUND KIT WIRE WITH GREEN, 60OV, t CONDUIT SIZE CONDUCTOR (TYP.) (SEE THWN INSULATION (TYP) ANTE NA GROUND (SEE NOTE 3) BAR CIGBE) 3 SCREW I I NOTE) co CABLE GROUND KIT BOTT M OF MONOPOLE I SEE NOTE 1. o 2 BONDING BUSHING ANTENNA (TYP. FOR ALL) SEE DETAIL 118 B SET SCREW #6 AWG STRANDED Cu WffWITH TO BTS TO SHELTER 0 o GREEN, 60OV, THWN INS (GROUNDED TO GROUND I I (TMP') ENTRY P0R70 BONDING EXOTHERMIC WELD NOTES 1 do 2) VIA TRAY OR o.y LUG CIGBE (GROUND BAR), ICEBRIDGE 2 AWG Cu SOLD c m DETAIL 118 MOUNTED BARE SCREW 2 AWG BCW o NEAR/BELOW ANTENNA SOUD TINNED COPPER WIRE o NED METALLIC CONDUIT GROUNDRING o (RGS, IMC, EMT, FLEX) MONOPOLE PIER 0 #6 AWG STRANDED Cu DIRECTIONS: EXOTHERMIC o m FROM TMA WIRE WITH GREEN, 2 AWG BCW SOUD 1. MOUNT BONDING BUSHING ONTO CONDUIT NOTES: 600V,THWN INSULATION WELD (• d 2. TIGHTEN BOND BUSHING SET SCREW (WHEN REQUIRED) I TINNED EXOTHERMIC v_ N 1. D0 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS i WELD TO MONOPOLE 0 3. INSERT COPPER CONDUCTOR INTO LUG DIRECT GROUND WIRE DOWN TO GROUND BAR. #2 AWG Cu STRANDED I BASE PLATE 0 r 4. TIGHTEN LUG CONDUCTOR SCREW WIRE WITH GREEN, 600V, - 5. TIGHTEN BONDING LUG SCREW 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS THWN INSULATION BONDED SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TO TOWER STEEL OR i d NOTE: BONDING BUSHING, SET SCREW, LUG, MONOPOLE NOTE: 0 w LUG SCREW, COND. LUG SCREW, SHOWN 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS NOTE: DO NOT INSTALL CABLE GROUND 1. NUMBER OF GROUND BARS MAY VARY o a AS COMPLETE UNIT. SUPPLED OR RECOMMENDED BY CABLE MANUFACTURER.) KIT AT A BEND AND ALWAYS DIRECT DEPENDING ON THE TYPE OF MONOPOLE, GROUND WIRE DOWN TO CIGBE. CATION AND CONNECTION oz GROUND WIRE TO GROUND BAR CONNECTION NT OVIDE AS REQUIRED. _0 CONDUIT BOND /GROUND BUSHING DETAIL �ONTION OF CABLE GROUND KIT TO ANTENNA CABLE 12 SCALE: N.T.S GROUNDING -MONOPOLE A 8 ai 2 SCALE: N.T.S. QA mw" Iswm roR m�w,cllo+ Alr A,r ». '�,, o 0 0 nn sQ m/m/II iswco roa rd,srm,ctaa C.P.ur rul �, 0 U m Q N/ty,l SSIFn roR 1"sieRrm REVlW c.v. w.f• RN / - C PR ORIENT BY THE SEA RESTAURANT p mro� R SRN Ar R ��' ryj 6 AT&T MOBILITY m 'v WILLIAM F. C O L L I N S, A I A / f# a t &t mp'/w aslEu rnit mxnRucrloR c"" Au '�� NYCENY1059 LI -1059 '),Y c Qi a/z,/m �ssum rat axsmuaax cm o A R C H I T E C T S. L L P NY7320 ROUNDING DETAILS AT&T MOBILITYQo a/DAM AVJ�- rnt 10-ITECHNOLOGYDRIVE SETAUKET.NY11733 40200 MAIN RD �3 VOICE. 631-689-8450 FAX: 631fi89-8459 15 EAST MIDLAND AVENUE No. DATE REV6K"IS Br nnc Aw JOB O SITE N0. DRAWING NUMBER REV 0 o ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652 U Z seise: As mien oEsmNEo oRA"R erc: cr, ur % YCENY1059 E-7 6 6 5 4 3 2 F V[ N DFN=S ,BD.D2] DWG 22 z 34 D SIZE ; If A' A rDO NGT PR, Z:y R AN,! N! N N N�ITP ;RA at&t D biD 914 _JRI J," !Y LO -1- qo FLO E D'' -11 TIFICA--r— W-r'!" " 1'f� " A r- Rl — SITE NUMBER: NYCENY1059 k -l'-1 �1. r 0 CIA�RLY WITH CHAPTER 148 1 1 OW,PRE MUf2'SITE NAME: ORIENT BY THE SEA RESTAUR OLO VENTIc*4 4 CDE T 4CAAW� SAPPR6VED AS NOTED DRAWINGNDEX I IREV. DIRECTIONS: PROJECT INFORLM-- T-1 TITLE SHEET 9 MIDLAND AVE (NORTH—WEST) TAKE RAMP (RIGHT) ONTO SR -17 z -- TURN RIGHT ONTO RAMP TAKE RAMP (LEFT) ONTO SR -4 SCOPE OF WORK: AN UNMANNED TELECOMMUNICATIO I ING A-1 SITE PLAN 9 TELECOMMUNICATIONS EQUIPMENT . r. I PC.' I " — TAKE RAMP (LEFT) ONTO 1-95 EXPRESS LN [NEW JERSEY TPKE] ELEVATED STEEL EQUIPMENT PLATFjW 6"IkiftElElfiVARTMENT AT 1) A-2 PARTIAL SITE PLAN *v z 9 MERGE ONTO 1-95 [NEW JERSEY TPKE1 KEEP STRAIGHT ONTO 1-295 [CROSS BRONX EXPY EXT) 5 — MOUNTED INSIDE NEW RF TRANSPA?"Tjl�b!�OP%EAM TO 4 PM FOR HE 9 A-3 EAST ELEVATION — TAKE RAMP (RIGHT) ONTO CROSS ISLAND PKY AT EXIT 30E, KEEP RIGHT ONTO RAMP (0.4 MI) T — TAKE RAMP (LEFT) ONTO 1-495 [LONG ISLAND EXPY] AT EXIT 73, TURN OFF ONTO RAMP SITE ADDRESS: 40200 MAIN RD. (a.k.a. S -R. 25) FOLLOWING INSPECTIIk!S- A-4 ARCHITECTURAL DETAILS AND GENERAL NOTES 9 — KEEP LEFT TO STAY ON RAMP BEAR RIGHT (EAST) ONTO CR -58 [OLD COUNTRY RD] ORIENT POINT, N.Y. 11957 ' N D KEEP STRAIGHT ONTO SR -25 [MAIN RD] TURN LEFT (NORTH—WEST) ONTO LOVE LN 1. FOUNDATIO - Tl' A-5 CABINET DETAILS 9 TURN RIGHT (NORTH—EAST) ONTO CR -48 [MIDDLE RD] TURN LEFT (NORTH) ONTO CR -48 [MAIN RD] PROPERTY OWNER: M.G.H. ENTERPRISES, INC. F 0 R POURED C (__ IN'll:, L A-6 ANTENNA MOUNTING DETAILS 9 KEEP STRAIGHT ONTO SR -25 [MAIN RD] ARRIVE AT MAIN RD, ORIENT POINT NY 11957 so __ 2. ROUGH - FRAMIN". 2' - N(7 9 A-7 ARCHITECTURAL DETAILS o -.KING VICIN14Y MAP CONTACT PERSON: BOB HAASE (631) 323-2424 STRAPPING, ELECTRI�l ; AUL A-8 STRUCTURAL FRAMING PLAN, NOTES AND DETAILS 9 3. INSULATION E-1 ELECTRICAL RISER DIAGRAM AND NOTES 9 APPLICANT: NEW CINGULAR WIRELESS PCS, LL04. FINAL - CONSTRUCTION & E-EC-TRI*L E-2 ELECTRICAL DETAILS, SYMBOLS AND ABBREVIATIONS 9 15 EAST MIDLAND AVENUE — PARAMOS, NJ 07652 MUST BE COMPLETE FOR C O. E-3 AC SINGLE -LINE DIAGRAM FOR ARGUS TE -41 DC POWER PLANT 9 — LATITUDE: N 41* 9' gr **NAD (83) ALL CONSTRUCTION SHALL MEET THIR E-4 SYSTEM DIAGRAM, TOWER SITE WITH OUTDOOR BASE BAND RRHs ON GROUND 9— PAd Paiiii - - I LONGITUDE: W 72' 14' 39.7" **NAD (83) REQUIREMENTS OF THE COD" OF NEOI.1 ELEVATION: 8'—(f AMSL **NAVD (88) YORK STATE. NOT RESPONSIBLE FOR E5 WIRING DIAGRAM, OUTDOOR BASE BAND RRHs ON GROUND _l - 44. DC/DC CONVERTER 9 amps* JURISDICTION: TOWN OF SOUTHOLD DESIGN OR CONSTRUCTION ERRORS. lvowl TAX I.D. NUMBER: BLK: 9 LOT: 8.1 SEC: 15 E-6 TELCO, ELECTRIC, GROUNDING PLAN AND DETAILS 9 ZONING DISTRICT: ZONE: MARINE 11 MAP:N/A RETAIN STOMA WATER RUNOFF E-7 GROUNDING DETAILS 9 u CURRENT USE: MARINA/RESTAURANT PURSUANT -I CHAPTER 2"' B ftu 4 PROPOSED USE: MARINA/RESTAURANT/WIRELESS COM"qTfLNSr" o "ODE. ELECTRICAL REQ 11 RIED ODAND STANDARDS - Bob %NYWALTHdATION PARTICIPANTS CE ALL CONSTRUCTION SHALL MEET OR EXCEED ALL APPLICABLE NATIONAL AND LOCAL CODES, INCLUDING BUT Orlo CkIb OW A/E NAME COMPANY NUMBER NOT LIMITED TO THE FOLLOWING: NEIL A. MACDONALD WILLIAM F. COLLINS, AIA (631) 689-8450 —BUILDING CODE OF THE TOWN OF SOUTHOLD —AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) SAC ARCHITECTS, LLP < —BUILDING OFFICIALS AND CODE ADMINISTRATION (BOCA) —AMERICAN STANDARDS ASSOCIATION (ASA) RF VICTORIA BRENNAN SHORE 2 SHORE (631) 807-7836 =- —BUILDING CODE OF THE STATE OF NEW YORK —UNDERWRITERS LABORATORIES (U —NATIONAL ELECTRIC CODE (NEC —NATIONAL ELECTRIC MANUFACTUREL� ASSOCIATION (NEMA) CON SHARED HUSAIN BECHTEL TELECOMMUNICATIONS (978) 239-5328 —NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RICHARD CHiAPPA BECHTEL TELECOMMUNICATIONS (201) 218-7763 mmAwl. CONTACT BOB HAASE ORIENT BY THE SEA RESTAURANT (631) 323-2424 < D ISSUE. MR CONSIRUC110N NS NF N. , Z 06/25/1] ISSUED FOR �A fFE D A D6/13/1z IssuEo MR <1 A ./w/" ISSUED MR -DN � U. M/M/Il ISSUED FOR CON5R2uc`ION C.P. W/12/11 IMED MR C.P.WFt_qp�ECJ NO ORIENT BY THE SEA RESTAURANT Z!�S 07/M/M Imm MR �!05-04181 AT&T MOBILITY o o WILLIAM F. COLLINS, AIA NYCENY1059 It LI -1059 Z2 � 05/37/09I—ED FOR -C- F TITLE SHEET .E A R C H I T E C T S. 1, L P NY7320 at&t 01/24/0 ISSUED MR CIXSfRUC AT&T MOBILITY h� /z,/. —ED MR lf� TE IIN E OL XA DRII E SETlIT ET N) 11'111 40200 MAIN RD E %0,CE 01189-Ra5o FAX h1lN09 ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE No. TE RMSIONS loe'jO[3 NO. SITE NO. DRAWING NUMBER REV PARAMUS, NJ 07652 1 SONE: I5 NOTED D1. MF 24897 INYCENY1059 I T-1 19 6 5 42 021 DING 22 x 34 IT SIZE I t Psc= NEW AT&T ELECTRIC CONDUITS TRENCHED UNDERGROUND FROM NEW AT&T ELECTRICAL METER AND DISCONNECT SUPPORT RACK TO NEW AT&T ELECTRIC PANEL MOUNTED ON NEW ELEVATED EQUIPMENT PLATFORM. SEE 1/A-4 FOR a MORE INFORMATION r U m c SITE DATA aP 1) NEW LEASE AREA (INCL MONOPOLE k VERIZON MESA SPAN CAB) 519 TSO. FT 2) (L NEW MONOPOLE TO SOUTH PROPERTY UNE SETBACK 240-10" 3) t NEW MONOPOLE TO SOUTH BULKHEAD SETBACK 196•-Y 4) Q NEW MONOPOLE TO SOUTH PROPERTY UNE SETBACK 40'-5 5) (L NEW MONOPOLE TO EXisTING BUILDING 274'-(f 6) IL NEW MONOPOLE TO NORTH PROPERTY UNE SETBACK 759•-1• 7) It NEW MONOPOLE TO NORTH BULKHEAD SETBACK 112-1(f 8) t NEW MONOPOLE TO NORTH O.H. UTILITY 773-31' 9) NEW MONOPOLE TO NORTH RESIDENTIAL PROPERTY UNE 831'-Y 10) E NEW MONOPOLE TO NORTH RESIDENTIAL HOME SETBACK BSW-W 11) NEW MONOPOLE TO EAST PROPERTY UNE SETBACK 253'-g' 12) Q NEW MONOPOLE TO EAST BULKHEAD SETBACK 175-9' 13) Q NEW MONOPOLE TO SE PROPERY UNE SETBACK 176-1' 14) PE NEW MONOPOLE TO SE BULKHEAD SETBACK 154'-1• 15) Q NEW MONOPOLE TO SOUTH EDGE OF PAVEMENT SETBACK 87'-0' 16) NEW MONOPOLE TO WEST PROPERTY UNE SETBACK 19-5 17) NEW EOUIPMENT COMPOUND TO WEST PROPERTY UNE SETBACK 7'-1' 18) NEW EQUIPMENT COMPOUND TO EAST BULKHEAD SETBACK 174'-9" 19 DEPTH OF HIGH GROUND WATER BELOW GRADE r lee pC.r�"C"Uf NORrHF��p� NEW AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM EXISTING UTILITY POLE X35 TO NEW MESA SPAN CABINET AT SOUTHWEST CORNER OF PROPERTY EXISTING TRANSFORMER, METER AND DISCONNECT LOCATION OF NEW AT&T ELECTRIC METER AND DISCONNECT SUPPORT RACK. SEE 1/A-4 FOR MORE INFORMATION EXISTING STORAGE / BUILDING —� r i' Lu I j / 'dam`: F aP TN 14' NORTH ANTENNA CABLE LENGTHS NEW 14'—O" HIGH X 6'-0" ANTENNA TYPE SECTOR "A" WIDE EASTERN RED CEDARS 0 LTE 6'-0" O.C., TYP. OF (9) I 94'-0" NEW AT&T EQUIPMENT ° 84'-0" CABINETS MOUNTED ON NEW SPECIFICATIONS FOR SITE ELEVATED GALVANIZED STEEL I V1E: 95 NOTED PLATFORM. SEE 1/A-2 FOR MORE INFORMATION NEW AT&T 70'-0" HIGH RF w COMPATIBLE MONOPOLE AND N ANTENNAS. TO BE EXTENDABLE TO 90'—O" r lee pC.r�"C"Uf NORrHF��p� NEW AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM EXISTING UTILITY POLE X35 TO NEW MESA SPAN CABINET AT SOUTHWEST CORNER OF PROPERTY EXISTING TRANSFORMER, METER AND DISCONNECT LOCATION OF NEW AT&T ELECTRIC METER AND DISCONNECT SUPPORT RACK. SEE 1/A-4 FOR MORE INFORMATION EXISTING STORAGE / BUILDING —� r i' Lu I j / 'dam`: F o=N EXISTING UNDERLYING VEGETATION, '411-41, _ r a TRAILER AND BOATS TO BE CLEARED PRIOR TO START OF 0 3 CONSTRUCTION z a- 0 a EXISTING SHORELINE CD L U SITE PLAN o_�y • SCALE: I'=40'-0' c � U .. C 3 N o O ,� `io WILLIAM F. COLLINS. AIA E A R C H I T E C T S. L L P n 'c o E 10-I TECIIA'(lL(XiY DRIVE SETAIIKET. .VY I1731 VOICE: 01fi89-8450 FAX 631fi89-N459 (L) O mU _. a% / S39— �oN � �RS IDA VY v. ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 6 1 5 1 EXISTING I MARINA 4 I�A7-.. EXISTING OVERHEAD \ UTILITY LINES FROM UTILITY POLE #35 BEYOND PROPERTY LINE, TYP.�b. d .� o � $o EXISTING RESJAURANT AND MARINE' FUELING STATION,," �e i mst ® s� ® 4a EXISTING w ` MARINA � Od K + GOA COQ -J � 5�P G\� L / + 4 j+/ 3+ EXISTING BOAT LAUNCH RAMP EXISTING BULKHEAD EXISTING BAY ENTRANCE atm AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMOS, NJ 07652 Qoe/o3/12 ISsuEo FOR wNsmucrwN 06/LS/It ISSUED FOR wNSDtULiIONmmmc Q Q06/13/11 ISSUED FOR wMS1RUCTION Q10/zfi/11 Isw6o FOR wNsmuttwN Qw/zD/11 Isw6D FOR wNsmurnoN Q0➢/12/11 ISSUED FOR PERUMINMv RENEW JQ 0]/49/09 RSUED FDR CON5IRUCDON QOS/i)/W ISSUED FOR CONSRiUCipN Qb/wOB ISSUED FOR wN51RUCTNMI a/n/afi Issuco FOR coNsmucraN No. w*E �sloNs 5 aP TN 14' NORTH ANTENNA CABLE LENGTHS CONTRACTOR IS TO o=N EXISTING UNDERLYING VEGETATION, '411-41, _ r a TRAILER AND BOATS TO BE CLEARED PRIOR TO START OF 0 3 CONSTRUCTION z a- 0 a EXISTING SHORELINE CD L U SITE PLAN o_�y • SCALE: I'=40'-0' c � U .. C 3 N o O ,� `io WILLIAM F. COLLINS. AIA E A R C H I T E C T S. L L P n 'c o E 10-I TECIIA'(lL(XiY DRIVE SETAIIKET. .VY I1731 VOICE: 01fi89-8450 FAX 631fi89-N459 (L) O mU _. a% / S39— �oN � �RS IDA VY v. ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 6 1 5 1 EXISTING I MARINA 4 I�A7-.. EXISTING OVERHEAD \ UTILITY LINES FROM UTILITY POLE #35 BEYOND PROPERTY LINE, TYP.�b. d .� o � $o EXISTING RESJAURANT AND MARINE' FUELING STATION,," �e i mst ® s� ® 4a EXISTING w ` MARINA � Od K + GOA COQ -J � 5�P G\� L / + 4 j+/ 3+ EXISTING BOAT LAUNCH RAMP EXISTING BULKHEAD EXISTING BAY ENTRANCE atm AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMOS, NJ 07652 Qoe/o3/12 ISsuEo FOR wNsmucrwN 06/LS/It ISSUED FOR wNSDtULiIONmmmc Q Q06/13/11 ISSUED FOR wMS1RUCTION Q10/zfi/11 Isw6o FOR wNsmuttwN Qw/zD/11 Isw6D FOR wNsmurnoN Q0➢/12/11 ISSUED FOR PERUMINMv RENEW JQ 0]/49/09 RSUED FDR CON5IRUCDON QOS/i)/W ISSUED FOR CONSRiUCipN Qb/wOB ISSUED FOR wN51RUCTNMI a/n/afi Issuco FOR coNsmucraN No. w*E �sloNs 5 TN 14' NORTH ANTENNA CABLE LENGTHS CONTRACTOR IS TO ANTENNA TYPE SECTOR "A" SECTOR "B" SECTOR "C" LTE 94'-0" 94'-0" 94'-0" UMTS 84'-0" 84'-0" 84'-0" MPATtBLE MONOPOLE TO BE /BLUE: SHERWIN—WILLIAMS #SW0068 BLUE. NOTE: ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE THAT EXISTING UNDERGROUND UTILITIES NOTE: CONTRACTOR IS TO CON RACTOR TO PROVIDE RESTORE ANY AREA SITE SPECIFIC SIGNAGE IN WHICH IS AFFECTED BY ACCORDANCE WITH AT&T THE INSTALLATION OF PROJECT TECHNICAL ANY ITEMS AND/OR SPECIFICATIONS FOR SITE EQUIPMENT WITHIN THIS V1E: 95 NOTED DESIGNED Rf. nEF MPATtBLE MONOPOLE TO BE /BLUE: SHERWIN—WILLIAMS #SW0068 BLUE. NOTE: ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE THAT EXISTING UNDERGROUND UTILITIES NOTE: CONTRACTOR IS TO CON RACTOR TO PROVIDE RESTORE ANY AREA SITE SPECIFIC SIGNAGE IN WHICH IS AFFECTED BY ACCORDANCE WITH AT&T THE INSTALLATION OF PROJECT TECHNICAL ANY ITEMS AND/OR SPECIFICATIONS FOR SITE EQUIPMENT WITHIN THIS SIGNAGE. SCOPE OF WORK. ARE NOT DISTURBED. MAKE ALL PVC JOINTS um WATERTIGHT. TEST PRIOR TO BACKFILLING. THE CONSTRUCTION AND PLACEMENT OF THE FACILITY WILL NOT INTERFERE WITH PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND CUSTOMARY TRANSMISSION OR RECEPTION OF RADIO, TELEVISION OR OTHER COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. wc SFA M -Nu J.3SLJ L DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE PROPOSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. 11Qg: INFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: HAWKINS WEBS JAEGER PLLC., 3239 ROUTE 112, BUILDING 8—BUTTE 1, MEDFORD, NY 11763, (631) 732-7777, (DATED JULY 2ND, 2009, PROJECT N0: 06-0099) 0' 20' 40' 80' n 17" REFER Fi O - . k �� ii AT&T MOBILITY SITE PLAN ). SITE N0. DRAWING NUMBER REV 7 NYCENY1059 A-1 9 cv, u DEN=SN[160,02] .DWG 22 X 34 1 SQE PSC= SYMBOL LEGEND: —A—lam ANTENNA CABLE —T—T— TELCO CONDUIT —E—E— ELECTRIC CONDUIT T/E T/E— TELCO &ELECTRIC CONDUIT DOCUMENTATION FOR THIS WORK SHALL BE FILED BY 8.6+ EXISTING AMSL SPOT ELEVATION I I OTHERS. 7 + c EXISTING AMSL SPOT ELEVATION,_ TYP. NEW AT&T TELCO CONDUIT ROUTED FROM NEW .00 MESA SPAN CABINET ALONG UNDERSIDE OF NEW N AT&T EQUIPMENT PLATFORM TO NEW AT&T HANDRAIL MOUNTED TELCO PANEL. SEE 1 AND 566/A-4 FOR MORE INFORMATION 0 DASHED LINES REPRESENT EXISTING SHRUBBERY AND UNDERLYING VEGETATION TO BE REMOVED n ^ oNEW AT&T LTE GPS UNIT MOUNTED TO 14EW J �� EQUIPMENT PLATFORM HANDRAIL. SEE 801/A-6 FOR MORE INFORMATION E U �° (2) NEW PURCELL CABINETS STACKED. NEW BBU TO BE INSTALLED IN NEW PURCELL FLX16WS CABINET. SEE 1/A-5 FOR MORE INFORMATION----__ s c 7+ 0 NEW AT&T TELCO AND POWER PANELS MOUNTED ° TO NEW PLATFORM HANDRAIL. SEE 416B/E-1 SIM.--,___ C O 0 0 E hm. DRAWING DEPICTS THE INSTALLATION OF NEW ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE NEW RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER SIGNED AND SEALED NEW AT&T EMERGENCY GENERATOR RECEPTACLE MOUNTED TO SIDE OF POWER PANEL. SEE 1/E-1 FOR MORE INFORMATION L r 0 I I EXISTING CONTOUR LINE, TYP: a D c� z -o U 0 ai 0 N O 0 0� N L _ (6) NEW AT&T ANTENNAS MOUNTED WITHIN RF < COMPATIBLE CONCEALMENT MONOPOLE, TYP. (2) ANTENNAS PER SECTOR. SEE 1/A-3 AND 3/A-6 FOR MORE INFORMATION w 3 NEW 70'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT 0 MONOPOLE (TO BE EXTENDABLE TO 90'-0") z Ir a NEW MONOPOLE FOUNDATION BY OTHERS. SEE NOTE BOX THIS SHEET € PARTIAL SITE PLAN O) ' ag V SCALE: 1/2'=1'-0' C �:01 U c o ao WILLIAM F. COLLINS, AIA A R CH I T E CT S. LLP 5 0 10.1 TECIINOLO(Y DRIVE SETAUKET. SY 11'133 U E MICE 531-689-8450 FAX _ R31fi 9-8459 Iu 0 m U NOTE: NOTE: NOTE: STORM WATER RUN-OFF MANAGEMENT PLAN THE CONTRACTOR IS TO REGRADE THE AT&T ANY EXISTING TREES, UNDERLYING VEGETATION, SEE SHEET A-4 FOR ADDITIONAL 1. ALL STORM WATER RUN-OFF GENERATED BY THE PROPOSED EQUIPMENT COMPOUND AREA TO A LEVEL TRAILERS AND BOATS IN AREA OF NEW CONSTRUCTION GENERAL NOTES. DEVELOPMENT SHALL BE CONTAINED WITHIN THE PERIMETER OF THE GRADE OF 8'-0" AMSL PRIOR TO START OF TO BE CLEARED PRIOR TO START OF CONSTRUCTION. PROPOSED CONSTRUCTION. EQUIPMENT PLATFORM CONSTRUCTION. 2. THE AREA BELOW THE ELEVATED STEEL EQUIPMENT PLATFORM EXISTING PROPERTY 3' 0" 3'-3" X—X—X— ,X % SHALL BE EXCAVATED DOWN TO CLEAN SAND OR WELL -DRAINED NEW "VERIZON" MESA SPAN CABINET MOUNTED SOIL. THIS AREA SHOULD BE BACKFILLED WITH LOOSE SAND AND ON NEW AT&T ELEVATED GALVANIZED STEEL GRAVEL THAT WILL BE GRADED TO ALLOW ALL STORM WATER PLATFORM BY OTHERS PASSING OVER OR THROUGH THE EQUIPMENT PLATFORM A PLACE TO BECWARr_E peCJ IWZO THE GROUND. 26'-0" ( %) ( �) i ��) \ 3. ALL CONSTRUCTION ON SITE SHALL BE PROTECTED BY HAY BAIL AND SILT FENCING PURSUANT TO THE MINIMUM REQUIREMENTS OF THE NY STATE STORM WATER DESIGN MANUAL. THESE FEATURES REMAIN IN PLACE UNTIL THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED TO PREVENT EROSION. ^ ALL WORK MUST CONFORM TO FEMA FLOOD ZONE REQUIREMENTS. \E\Er �/�\/�� p /�T1E T/E—T/E 'y�r \� �(l " NEW AT&T TELCO AND ELECTRIC CONDUITS / ( TRENCHED UNDERGROUND FROM EXISTING UTIL JI ��l ( JI ) � �-)( / r) DISCPOLE ONNECT TO NEW AT&T TELCO 35 AND NEW AT&T ELECTRIC ELECTRC C / X—X—X—X—X—X—X—X I IIIII� r 10 nn im Imp, 35'-0" 8.3+ :� Ar NEW AT&T E911 GPS UNIT MOUNTED TO NEW p 2 CABLE ICE BRIDGE POST. SEE 801/A-6 FOR �aY MORE INFORMATION NEW AT&T COAXIAL ANTENNA CABLES ROUTED THROUGH NEW ELEVATED ICE BRIDGE TO NEW MONOPOLE ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 —x PANELS MOUNTED ON NEW AT&T EQUIPMENT -x— PLATFORM. ORMORE INFORMATION SEE 1 AND 566/A-4 AND xT t N — NEW 400 SQ. FT. AT&T FENCED LEASE AREA J'vfl� � ( I X /,Il�l�� (3) NEW AT&T RRH'S MOUNTED ON UNISTRUT NEW AT&T ANTENNA CABLE SUPPORT RACK SECURED TO NEW AT&T ANTENNA CABLE FRAME. SEE 3/A-4 FOR MORE INFORMATION SUPPORT RACK FRAME. SEE 1 AND 1104/A-5 FOR MORE INFORMATION NOTE: 0' 2' 4' 8' IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE BAR. 1/5'=10- at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 6 1 5 1 4 3 09/W/12 x ( NEW AT&T EQUIPMENT CABINETS MOUNTED ON NEW ELEVATED GALVANIZED STEEL PLATFORM, 06/25/12 NOTES: 06/13/12 ISSUED MR CONST CIXA 10/26/11 1. ALL PROPOSED LANDSCAPING SHALL BE PLANTED TO PROVIDE CONTIGUOUS SCREENING TO THE NORTH AND WEST OF THE NEW W/20/11 L4 MORE INFORMATION EQUIPMENT AREA. SEE 1/A-7 FOR MORE 01/29/09 ISSUED FOR CONSFRUUTON 05/21/09 INFORMATION. \\/ z' -s" 10" 1 2. LANDSCAPING TO BE KEPT IN GOOD/HEALTI CONDITION AND SHALL BE REPLACED SHOULD DATE (9) NEW 14'-B' HIGH X 6'-0" WIDE EASTERN ^ N ANY TREE(S) DIE AT ANY POINT DURING THE DURATION OF THE SITE BEING IN USE. (3) NEW AT&T RRH'S MOUNTED ON UNISTRUT NEW AT&T ANTENNA CABLE SUPPORT RACK SECURED TO NEW AT&T ANTENNA CABLE FRAME. SEE 3/A-4 FOR MORE INFORMATION SUPPORT RACK FRAME. SEE 1 AND 1104/A-5 FOR MORE INFORMATION NOTE: 0' 2' 4' 8' IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE BAR. 1/5'=10- at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 6 1 5 1 4 3 09/W/12 x ( NEW AT&T EQUIPMENT CABINETS MOUNTED ON NEW ELEVATED GALVANIZED STEEL PLATFORM, 06/25/12 )� TVP. 06/13/12 ISSUED MR CONST CIXA 10/26/11 NEW 13'-0" HIGH CHAINLINK FENCE WITH 4'-0" LOCKABLE GATE AND GREEN 'PERMAHEDGE' x _� �� PRIVACY SLATS OR EQUAL. SEE SHEET A-7 FOR W/20/11 ISSUED FOR CONSIRUODON MORE INFORMATION ISSUED FOR PERUMRN RIMER 01/29/09 ISSUED FOR CONSFRUUTON 05/21/09 J ` AT&T BRIDGE. SEE 2/A-4 —x z' -s" 10" ) FNEW OR MORE INTION �/� 10" r J / ISSUED FOR CONSD2UORON DATE (9) NEW 14'-B' HIGH X 6'-0" WIDE EASTERN AS NOTED RED CEDARS O 6'-0" O.C.. SEE NOTE BOX ABOVE (3) NEW AT&T RRH'S MOUNTED ON UNISTRUT NEW AT&T ANTENNA CABLE SUPPORT RACK SECURED TO NEW AT&T ANTENNA CABLE FRAME. SEE 3/A-4 FOR MORE INFORMATION SUPPORT RACK FRAME. SEE 1 AND 1104/A-5 FOR MORE INFORMATION NOTE: 0' 2' 4' 8' IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE BAR. 1/5'=10- at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 6 1 5 1 4 3 09/W/12 ISSUED FOR CONSIRUCRON 06/25/12 ISSUED EOR CONSTRUCTON 06/13/12 ISSUED MR CONST CIXA 10/26/11 ISSUED FOR CONSO2UE W/20/11 ISSUED FOR CONSIRUODON W/12/11 ISSUED FOR PERUMRN RIMER 01/29/09 ISSUED FOR CONSFRUUTON 05/21/09 ISSUED FOR E.— -. 04/24/W ISSUED FOR CONSIRUCPM 01/21/06 ISSUED FOR CONSD2UORON DATE REMSIONS AS NOTED OESIGNEp W. ALF 1� �(E NORTH AT&T MOBILITY C M. NO A�R N T p ) PARTIAL SITE PLAN m - — Jff NJE I SITE N0.DRAWING NUMBER REV BY: cp. �? �„ / 7 NYCENY1059 A-2 9 A< 2 /'� DFN=SM160,021 DWG 22 X 34 7 SIZE \ O r NI r VA' � PSC= i, 70'-0"t AGL Y T.O. NEW R.F. COMPATIBLE MONOPOLE (EXTENDABLE TO 90'-0") Ai-\ 67'-O"t AGL Y RAD. 4; NEW AT&T ANTENNAS 5T -0"t AGL Y RAD. NEW AT&T ANTENNAS 14'-0"t AGL T.O. NEW SHRUBS (BEYOND) 13'-O"i AGL T.O. NEW FENCE AND T.O. NEW UPPER ICE BRIDGE X12' -5"t AGL Y T.O. NEW AT&T EQUIPMENT CABINET J� 9'-5"t AGL T.O. NEW LOWER ICE BRIDGE 5'-3t AGL 13'-3"t AMSL T5.' .NEW AT&T EQUIPMENT PLATFORM $64 '-tTt AGL (12'-O"f AMSL) .O. NEW AT&T EQUIPMENT PLATFORM (FLOOD LEVEL) Q Q a�0'-0" AGL (8'-0"t AMSL) THE CONTRACTOR IS TO REGRADE THE AT&T z -6EQUIPMENT COMPOUND AREA TO A LEVEL GRADE11 GRADE OF 8'-0" AMSL PRIOR TO START OF �OON-0P-0-�` °� EQUIPMENT PLATFORM CONSTRUCTION. BASETi I I o T NEW MONOPOLE FOUNDATInu av nTNrac crr o m Q) -c rn LEGEND c a —A—A— ANTENNA CABLE N N —T—T— TELCO CONDUIT L m —E—E— ELECTRIC CONDUIT 33 Z—T/E—T/E— TELCO & ELECTRIC Of E a CONDUIT O �o € EAST ELEVATION SCALE: 1/4'=1'-0' C � U . C O ,c NOTE BOX THIS SHEET NEW AT&T GALVANIZED STEEL DUNNAGE RAILING �j' I AND STAIR, TYP. SEE SHEET A-8 FOR MORE / I INFORMATION l _ u � y NEW AT&T TELCO CONDUIT ROUTED FROM NEW MESA SPWCABINEf ALONG UNDERSIDE OF NEW AT&T EQUIPMENT PLATFORM TO NEW AT&T HANDRAIL MOUNTED TELCO PANEL. SEE 1/A-2 FOR MORE INFORMATION NEW AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM EXISTING UTILITY POLE #35 TO NEW MESA SPAN CABINET. SEE 1/A-1 AND 566/A-4 FOR MORE INFORMATION NEW AT&T ELECTRICAL CONDUITS TRENCHED UNDERGROUND FROM NEW AT&T MI DISCONNECT SUPPORT RACK TO NEW AT&T ELECTRIC PANEL MOUNTED TO NEW EQUIPMENT PLATFORM HANDRAIL SEE 1 AND 566/A-4 FOR MORE INFORMATION Qo WILLIAM F. COLLINS. AIA A R C H I T E C T S, L L P N y E 10-I TE('IINUL()GY DRIVE SETAURET.TY I]tJ U E VOIC'F M131fiNY-R450 IAX N31fiR9-RQ$y N o Mu ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 T IL I I I _ _ T$ --T— T— T— NE 6 1 5 1 4 aut AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 (3) NEW AT&T LTE ANTENNAS AND (6) MHAs MOUNTED WITHIN RF COMPATIBLE CONCEALMENT MONOPOLE, TYP. SEE 3, 4 AND 5/A-6 FOR MORE INFORMATION (3) NEW AT&T UMTS ANTENNAS AND (6) MHAs MOUNTED WITHIN RF COMPATIBLE CONCEALMENT MONOPOLE, TYP. SEE 3, 4 AND 5/A-6 FOR MORE INFORMATION NEW 70'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT MONOPOLE (TO BE EXTENDABLE TO 90'-0") NEW AT&T COAXIAL ANTENNA CABLES ROUTED WITHIN NEW AT&T MONOPOLE. SEE 1/A-6 FOR MORE INFORMATION (9) NEW 14'-0" HIGH X 6'-0” WIDE EASTERN RED CEDARS ® 6'-O" O.C. BEYOND. SEE 1/A-7 FOR MORE INFORMATION (1) NEW AT&T LTE GPS UNIT MOUNTED TO NEW EQUIPMENT PLATFORM HANDRAIL BEYOND. SEE 1121A/A-6 FOR MORE INFORMATION (1) NEW AT&T E911 GPS UNIT MOUNTED TO NEW CABLE ICE BRIDGE POST. SEE 1121A/A-6 FOR MORE INFORMATION (3) NEW AT&T RRH'S MOUNTED UNISTRUT SECURED TO NEW AT&T ANTENNA CABLE SUPPORT RACK FRAME. SEE 111OB/A-5 FOR MORE INFORMATION NEW "VERIZOM MESA SPAN CABINET MOUNTED ON NEW GALVANIZED STEEL ELEVATED EQUIPMENT PLATFORM BEYOND. SEE 1/A-2 FOR MORE INFORMATION NEW AT&T ELEVATED CABLE ICE BRIDGE. SEE 2 AND 4/A-4 FOR MORE INFORMATION NEW AT&T ANTENNA CABLE SUPPORT RACK. SEE 3/A-4 FOR MORE INFORMATION NEW AT&T OUTDOOR EQUIPMENT CABINETS MOUNTED ON NEW GALVANIZED STEEL ELEVATED PLATFORM, TYP. SEE 1/A-8 FOR MORE INFORMATION NEW AT&T 13'-0" HIGH CHAINLINK FENCE WITH 4'-0" LOCKABLE GATE AND GREEN "PERMAHEDGE" PRIVACY SLATS OR EQUAL. SEE SHEET A-7 FOR MORE INFORMATION NEW GALVANIZED STEEL ELEVATED EQUIPMENT PLATFORM. SEE 1/A-8 FOR MORE INFORMATION CONCRETE PIER, TYP. OF (6) LOCATIONS. SEE 1 AND 4/A-8 FOR MORE INFORMATION N C 0 I I I I I NOTE: T —I a T� T— T— T— T— T— T THE MONOPOLE SHALL BE DESIGNED — NEIL NE — NE — NE — NE — NE TO ALLOW FOR FUTURE INTERNALLY I MOUNTED ANTENNAS AT A HEIGHT I I BETWEEN 40 AND 50 FEET AGL. L — J NOTE: DRAWING DEPICTS THE INSTALLATION NOTE: 0' 2' 4' 9' OF NEW ANTENNAS, CABLING ETC. IF THIS SHEET IS 11" X 17" REFER THAT ARE TO BE MOUNTED WITHIN THE 1 T TO ADJACENT GRAPHIC SCALE. /a"=I -o' NEW RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION Q MIWY12 Is ED MR 00127 urna+ r ur NM IS TO BE DESIGNED BY A NEW YORK PROFESSIONAL Qa 06/25/12 O6/13�12 Iwum — co,rsmu M —ED FOR L"Nsm Um ,,� ,� ;IG NM N `` D AND SEALED `OR NORTH THIS WORK A 0 10/M/11 Issum POR cDNsreucraN AEF AEF -. OTHERS. Q5 W/M/11 ISSUm FOR cONSfRU L.P.A AL Q{ W/13/11 IMUm FOR PERUMIN REVIEW C.P. _ F NO 03 m/Ie/ae ,ssum,w,LOMs,m,L„a, cRM _fin �r54' 8 AT&T MOBILITY QM/37/DB -ED FOR CO Ulm GNN � •�h Qi a/:4/w lssucD FOR coNslRucrwN c"M ' EAST ELEVATION Q 01/27/06 WUED MR LONSTR Um NO. DATE REVISIONS Bt 00 NO. SITE NO. DRAWING NUMBER REV slw : AS NOTED DEs1cNm er: Ats DRAwN Rv: cP, AEF �� <: !^:Cis--`-', •'•'�-/ • 4897 NYCENYI 059 A-3 9 CP. u 2 vl y DFN=STV[160,021 DWG 22 x 34 7 SIZE PSC= PART # QTY. WB40001 ROHN PART GENERAL NOTES: 1. EXISTING STRUCTURE, TRUE NORTH, AND MISC. INFORMATION WERE TAKEN FROM VARIOUS SOURCES OF INFORMATION, I.E.: VALMONT PART #802603 MTS PART #N/A WB40002 ROHN PART FIELD MEASUREMENTS, PLAN DRAWINGS SUPPLIED BY THE OWNER, PHOTOGRAPHS, INFORMATION FROM AT&T. THIS PLAN DOES #RN-WB-KS110-15B VALMONT PART #802604 MTS PART #MT -C8269 NOT REPRESENT AN ACTUAL SURVEY PERFORMED BY WILLIAM F. COLLINS, AIA ARCHITECTS, LLP OR ANY OTHER THIRD PARTY. 2. THIS PROPOSAL IS FOR THE PLACEMENT OF TELECOMMUNICATIONS EQUIPMENT ON AN ELEVATED PLATFORM AT GRADE LEVEL AND THE PLACEMENT OF ANTENNAS IN A NEW RF COMPATIBLE FLAGPOLE. TRENCH FINISH GRADE, MATCH 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY TWO TIMES PER MONTH, BY CINGULAR u SLOPE AND THICKNESS TECHNICIANS. m OF EXISTING 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. COMPACTED BACKFILL PER 5. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH CINGULAR PROJECT 3— I ---- — —III— SPECIFICATION EARTHWORK SPECIFICATIONS AND LOCAL CODES. UNDISTURBED SOILS. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. 6" WIDE METAL CORE, 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. ________________I a UNDERGROUND WARNING RIGID STEEL 8. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. a N _ o—_I I -_ _ --- - _ _ _ _ — TAPE PRINTED WITH "CAUTION RIGID GALV. STEEL CONDUIT PLUG CONDUIT COUPLING 9. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN DIMENSIONS. CONTRACTOR SHALL NOTIFY THE =III=II ___-_=_ III= BURIED UTILITY LINES" — ENGINEER AND BECHTEL COMMUNICATIONS OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH __ _= GRADE CONSTRUCTION. III—I I III—_ 2x12 CCA.04 TREATED 0. PHOTOGRAPH AND DOCUMENT EXISTING BUILDING OR SITE CONDITIONS OR DAMAGE WHICH MIGHT OTHERWISE BE CONSTRUED II III CONTINUOUS PLANKS PAINTED TO HAVE BEEN CAUSED BY WORK UNDER THIS CONTRACT. I=III- RED. NUMBER OF PLANKS AS RIGID GALV. STEEL CONDUIT 1 DING TO THE MANUFACTURER'S SPECIFICATIONS INSTALL ALL AL ICOD PMENT AND MATERIALS ATAKERPRECEDENCE. BNOTED REQ'D FOR WIDTH OF PVC SCHEDULE UNLESS OTHERWISECONTRACTOR OR WHERE LOCL S OR ORDINANCES = a i TRENCH 40 SIZE AS RIGID GALV. STEEL SHOWN ON 2.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY BACKFILL (SAND OR TO PVC ADAPTER LAYOUTS DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. o I = SCH. 40 PVC NATIVE SOIL) PER 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE a — TELEPHONE II-III— EARTHWORK SPECIFICATION PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS CONDUIT (1 SCH. 40 PVC DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL ACTIVE, CONDUIT POWER CONDUIT INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & AS REQUIRED) 4" MIN TO SECONDARY ELECTRIC EXCAVATION. o SIZE PER LOCAL4. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE TEL. CO. 12" MIN TO PRIMARY ELECTRIC WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE N WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. C 15.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE MONOPOLE OR EQUIPMENT SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION. DETAIL @ UNDERGROUND 16. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF C DETAIL @TYPICAL UTILITY TRENCH CONDUIT STUB REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT 1 SALE, N.T.S c -UP 6 CONTROL 0 SCALE:1/4'=1'-D' 17.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH AT&T PROJECT TECHNICAL SPECIFICATION FOR SITE o CUT POST LENGTH TO SUIT BY SIGNAGE DOCUMENT NO. 24897-011-000-3PS-AO02-00013. o REMOVING UNCAPPED END NOTES: E 1 -WHEN USING COMPONENTS AS SHOWN IN STANDARD ° [PN WB40001 OR WB40002 DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS (SEE TABLE)] ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL RIP LOOP, OUTLINE OF REAR OF UMTS CONNECTOR PAIR BCCH/GPS UNIT MOUNTED TO Of 12" WIDE X 120" LONG ICE SHALL BE 9 FEET FOR 10 FEET BRIDGE CHANNEL. TYP' NODE "B" CABINET WEATHERPROOFED CABLE SUPPORT RACK y O 0 S BRIDGE CUT ICE BRIDGE JUMPER TERMINATION AT w CHANNEL 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE UMTS UMTS NOKIA EQUIPMENT 3'-0" MAX 3 3 LENGTH TO SUIT (SEE NOTES) CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT (2)-1/Y0 E911 COAX FROM LAST THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 `[PN WB40003 (SEE TABLE)] FEET FROM THE SUPPORT. ij Hill III III 1 11 111 ml 1� VDC BATT ERS NOKIA SUPPORT TO TRAPEZE KIT 24 TRANSITION Er EQUIPMENT Z (2) TRAPEZE KITS ARE INCLUDED 3•WHEN USING COMPONENTS, SUPPORT SHOULD BE COAX LMFC AT 24VDC -0 WITH ICE BRIDGE. ORDER PROVIDED CLOSE POSSIBLE TO THE ENDS OF ICE CONNECTOR CABINET LEAVE 1/2" JUMPER v w o iv ADDITIONAL TRAPEZE KITS AS IT IM BRIDGES, WITH A MAXIMUM CANTILIVER DISTANCE OF 2 WITH EXTEND 5' 1 _0- r �- w , „ REQUIRED, TO MAINTAIN MAXIMUM FEET FROM THE SUPPORT TO THE FREE END OF THE ICE WEATHER o 0 0 0 ° o ° UNISTRUT RACK PIGTAIL COAX _N o CABLE SPAN OF 3'-0' (TYP) BRIDGE. PROOFING AS REQUIRED FOR 1 _5 SUPPORT, ti a 3 4.CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES UMTS 3'_p" CABINET, 2"C FOR EACH TYP. O x ANTENNA CABLES ARRANGEMENT TREATED WITH A MATERIAL TO RESTORE THESE EDGES TO MIN. TYP. POWER TO DROP SUPPORT 24VDC 24-#8 IN a z FRAME B 3 v v Lu BY SUB -CONTRACTOR THE ORIGINAL CHANNEL, OR EQUIVALENT, FINISH. AND 2-#14GND IL o a x 5.ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS -COAX SU PORT,III (D COAX 1"C FOR ALPHA NOKIA z CONNECTOR ' - WP FROM OTHER MANUFACTURERS, PROVIDED THE TYp, CA WITH T1s TO E911 CABINET z001- �°, ' MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. �y EQUIPMENT AND I � WEATHER- o g,DEVIATIONS FROM STANDARDS FOR COMPONENT SUPPORT EQUIPMEN FRAMECABLE TVSS ALARMTYPN PROOFING TO o' � � � CONCRETE PIER INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE PLATFORM11 1191"T 1 OOBTS "-Full Rw v f— MANUFACTURER'S APPROVAL. 1K 111 MAIN COAX 0 PART # QTY. WB40001 ROHN PART #RN-WB-KS110-13B VALMONT PART #802603 MTS PART #N/A WB40002 ROHN PART #RN-WB-KS110-15B VALMONT PART #802604 MTS PART #MT -C8269 7.DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE B TO ANTENNA ENGINEERING APPROVAL. #2 AWG GREEN UNISTRUT 1 5/8" CHANNEL GROUND LEAD TO COAX GROUND LEAD TO COAX INSULATED (RT) P1000 (TYP); USE UNISTRUT GROUND BAR )IE INSTALL DRIP LOOP ON ANTENNA CABLES AT GROUND BAR BCW GROUND BOLTING HARDWARE AT ALL GROUND KIT WITH BOTTOM OF TOWER/MONOPOLE. BENDING GROUND KIT WITH WEATHER NEW EQUIPMENT CONNECTIONS AND BASE WEATHER PROOFING (Wa RADIUS PER MANUFACTURER'S STANDARDS PROOFING (ME IN BEND OF PLATFORM (UNISTRUT OR SIMILAR COLD IN BEND OF COAX) COAX) MAIN COAX FORMED STRUT CHANNEL) CABLE SUPPORT 4S W� CANGiRU— NM QDE/M/12 ISSUED F°R CONSIItUCf10N PIF AF NM €� 2 TYP. ELEVATED ICE BRIDGE DETAIL FOR EQUIPMENT CABINETS o /13/12 ISSUED FOR00R UCDON A Wf NM ED A A V Q 10/w" ISSUED FOR ..—UCfKIN µF — a SCALES N.T.S. SCALE 3 4 = 1'-0' U Q OB/Zp/11 ISSu. FOR CO— C.P. ALF C w Q W/12/I1 I IJIM FOR MUMIN— RENEW C.P. AIS ,\�I 0 3 ORIENT BY THE SEA RESTAURANT 0 D7/m/M RUED FOR CONSIRUCNDN GHM A F N f(' AT&T MOBILITY NYCENY1059 / LI -1059 a �� p M/27/M I—ED FOR 60N4RIICDaN GHM MF RM ao WILLIAM I. COLLINS. AIA M - I ARCH ITECTS. 1. LP NY7320 Qi a/a/re IssuED FOR CON CTION DHu uF Nu , P� `, ! yj ARCHITECTURAL DETAILS AT&T MOBILITY Qo a/n/a RSUED MR coNs7RucnoR Ava A(F ,_' *„ "_ AND GENERAL NOTES ILLI TE('11NOLOGY DRI\E SETAUKET. TY 11733 40200 MAIN RD "aJ Vl KE 631fi89-84% FAX "31-94419 15 EAST MIDLAND AVENUE N0. DATE RENSIONS FN CHK SITE NO. DRAWING NUMBER REV Q) o ORIENT POINT, N.Y. 11957 PARAMUS, NJ 07652 (_' M U suit: As Norm DESIGNED Rr:AIF DRAWN er:cP, ASF �"`'� z•+ 9 NYCENY1 059 I A-4 9 6 5 4 DP. 3/� DFN=SN[160,02] DWG 22134 D SIZE L " �'.w�--^^"_ PSC= 6.29" (159.87mm) z• -a' r -i rt 1 i/s 6.20" U�'-g: d z._o * TMP • + (157.40mm) � o m o� � h . •I � I � 1 1 D � •1 E E E 5/8" D BOLT 0 o � vEi N o ro LINT FRONT RIGHT SIDE FRONT BOLT HOLE PLAN HOLE (TYP) N o n o Mo N NOTE: PLAN N N N ATTACH CABINET TO EXIST STEEL BEAM/GRATING/PURCELL CABINET USING 1/Y DIA BOLTS/J-BOLTS. WEIGHT 500 LBS O 10.38" WIDTH (263.31 mm) 10.25" (260.30mm) 8" (203.20mm) � 0 Is w e = SIZE AND WEIGHT TABLE f1 FIBER AND POWER 00.313"(7.94mm)(4 PLACES) N PURCELL EQUIPMENT CABINET DISTRIBUTION BOX DC2-48-60-0-9E a SCALES 7-1 2� = 1'-0 0 SCALE, 1 112 E 0 NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. I MINIMUM CLEARANCE TABLE RRH CABINET CLEARANCES (INCHES) RRH WIDTH DEPTH HEIGHT W/O CABLE WEIGHT 2" v RIGHT 4" AIR FLOW LEFT 4" MANAGEMENT COVER W 0 BRACKET 12- AIR FLOW RRH 700 MHz 2X40 (BOW) 12.2" T 10.8 21" 51 LBS. FIBER AND POWER 00.313"(7.94mm)(4 PLACES) N PURCELL EQUIPMENT CABINET DISTRIBUTION BOX DC2-48-60-0-9E a SCALES 7-1 2� = 1'-0 0 SCALE, 1 112 E 0 NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. I MINIMUM CLEARANCE TABLE RRH CABINET CLEARANCES (INCHES) COMMENTS FRONT 36" INSTALLATION ACCESS REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING SUPPLIED MOUNTING BRACKETS RIGHT 4" AIR FLOW LEFT 4" AIR FLOW TOP 12- AIR FLOW BOTTOM 1 Y CONDUIT ROUTING ALCATEL-LUCENT 9442 c FIBER &POWER DISTRIBUTION REMOTE RADIO HEAD RRH DETAIL I \ 1 BOX W/48V DC SURGE 10 SCALD N.T.S. o I n I 0 0 0 DC2-48-60-0-9E. SEE .0 co ro NOTE 4 AND DETAIL 1100 THIS SHEET FOR MORE INFORMATION i 700 MHz RRH. SEE DETAIL s `� 0 _ — 0 1104 THIS SHEET FOR MORE INFORMATION \`� P1000 UNISTRUT CHANNEL POWER DISTRIBUTION �_�= — OR EQUIVALENT, TYP. BOX W/48V DC SURGE ° DC6-48-60-0-1B-01 NEW AT&T ANTENNA CABLE SUPPORT RACK, (NOTE 4) n TYP. SEE 1/A-3 AND 3/A-4 FOR MORE ° INFORMATION i t NEW EQUIPMENT PLATFORM HANDRAIL BEYOND, TYP. s � Z GROU SEE 1/A-2 AND 1/A-3 FOR MORE INFORMATION _ ND BA p (1YMIN.x2"x1 ) 0 NEW AT&T ELEVATED EQUIPMENT PLATFORM, TYP. SEE 1/A-2 MORE INFORMATION B 3 a Z z� U > > n O � O to N r L NOTES = 1. SUBCONTRACTOR SHALL SUPPLY AND INSTALL UNISTRUT OR EQUIVALENT) MOUNTING CHANNELS. a 2. SUBCONTRACTOR SHALL SUPPLY (BUT NOT INSTALL) 3/8x0 UNISTRUT BOLTING HARDWARE AND ' SPRING NUTS. TYPICAL OF FOUR PER RRH. SUBCONTRACTOR SHALL BAG THE BOLTING HARDWARE N AND HANG FROM INSTALLED UNISTRUT FRAME. 3. SPACING MAY VARY BASED ON SELECTED EQUIPMENT. ADJUSTMENTS TO SPACING WILL BE MADE 3 BY RRH INSTALLER. ° 4. THE BOX MAY BE MOUNTED DIRECTLY BEHIND THE RRH'S IF SPACE IS AVAILABLE. a 5. NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED. (� CD CD 7%/25/12 ISSUED FOR CDNSRtucrpNISSUED i CONSIRUCfIDNRADIO HEAD (RRH) RACK DETAIL 1SSUEDFDRGON51RDGroNA �ISSl1ED FOR CON51RI1ETON QW/12/11 ISSUED FOR PERLwM•NV REVIEW LP. AlF NM AT&T MOBILITY AOB L I I 0 o ORIENT BY THE SEA RESTAURANT a Std l & M NYCENY1059 / LI -1059 at&t 7 a V WILL I AM F. COLLINS. AIA NY7320 Y- 7 %_ �7•- -'� CABINET DETAILS m •� A R C' H I T E CC T S. L L P 10-1 TE( 11N x;v DR1O E sETAo�ET. nr maa AT&T MOBILITY 40200 MAIN RD err. + VORE 631 9-8450 FAX 631- 9-N45Y 15 EAST MIDLAND AVENUE No. DATE REVISIDNS Em CNN J NO. SITE NO. DRAWING NUMBER REV o ORIENT POINT, N.Y. 1 1957 PARAMUS, NJ 07652 sem: NDTED DESIGNED Wv &F DruwN ar: cR, aE l.- ' 4897 NYCENY1059 A-5 9 mU cP, u 6 5 4 3 DFN=5X[160,02] DWG 22 x 34 'IY SIZE 2 PSC= oT CKETS BY OTHERS, Y VIEW B TYP. 0 • SPIDER FLANGE BY m II OTHERS ANTENNA MOUNTING I E BRACKETS TO BE I _ ISOMETRIC PLACED AS NEEDED DETAIL @ ANTENNA MOUNTING PLATES 0 SCALE: N.T.S. COAX CABLES y VIEW A NOMINAL p- o DIA. (IN.) 18 TOP CAP, BY OTHERS wl NOTES• MOUNTING TO A WALL 3. ATTACH THE REAR BRACKETS TO THE HEX LOAD (MPH) 100 MATING FLANGE THICKNESS (IN_) 2.5 ATTACHMENT BOLT h THE TMA CAN BE MOUNTED TO A SUITABLE BOLTS AND INSTALL FLAT WASHER, SPLIT LOCK QUANTITY 6 VIEW C DIA. (IN.) ANTENNA MOUNTING V "' FLAT SURFACE. WASHER, AND THE HEX NUT ON EACH BOLT. 7 LENGTH (IN.) J 3/4" TO 1 1/2" THE TMA BRACKETS. BOLTS AND WASHERS MAY BE STANDARD PRACTICES IF REQUIRED BY LOCAL BRACKETS BY OTHERS, TYP.TIGHTEN HEY NUTS GALV. STEEL OR ALUM, }--- INSTALL WEATHER PRE-INSTALLED ON SOME VERSIONS OF THE ETB CONDITIONS. PROVIDED MATERIALS IF ANY, CAN MOUNTING PIPE JJ PROOFING PER SERIES TMA. BE APPLIED ACCORDING TO THE INSTRUCTIONS 1. THE REAR BRACKETS AND HARDWARE NOT USED. MAINTA NINGXALI ALIGNMENT BRETWEENHILE TMA BRACKET m ANTENNA MOUNTING JI 0 DETAIL B 2. IF PRE-INSTALLED. 3/8-16 UNC x 6 1/4" LG (M8 X AND REAR BRACKET. III BRACKETS TO BE BULKHEAD, BY 160 MM) HEX BOLTS MUST BE REMOVED PRIOR TO �� i 4. ATTACH A GROUND CABLE TO THE TMA USING �, 3 PLACED AS NEEDED - OTHERS; jI1',� WALL -MOUNTING. UNDO THE TWO CAP SCREWS TO DETACH THE PRE-INSTALLED HEX BOLT AND WASHERS. THE TMA BRACKET AND REFRACT THE BOLTS. RE -INSTALL ROUTE THE GROUND CABLE TO THE GROUND ANTENNA MOUNTING �'Illy'i THE TMA BRACKETS AND TIGHTEN THE CAP SCREWS BAR ON THE TOWER STRUCTURE AND ATTACH BRACKETS BY OTHERS, I TYP % SECURELY. SECURELY WITH SUITABLE FASTENER. I \ FOR ANTENNA INFORMATION SEE DETAIL 3. MOUNT THE TMA TO THE WALL USING FOUR N II 2 AND 3 THIS SHEET. 5/16" OR B MM BOLTS (NOT SUPPLIED) THROUGH 5. ROUTE A JUMPER CABLE FROM THE 850 MHz THE HOLES IN THE TMA BRACKETS. ANTENNA TO THE TMA PORT MARKED "ANT 850". 0 • ' �• 5" O.D. MAST 4. CONNECT RF AND GROUND CABLES, WEATHERSEAL ROUTE A SECOND JUMPER CABLE FROM THE AND SECURE WITH STRAPS AS OUTLINED ABOVE. 1900 MHz ANTENNA TO THE TMA PORT MARKED > ANTENNA MOUNTING"ANT BRA 1900". ROUTE A THIRD JUMPER CABLE ANDREW TOWER MAST AMPLIFIER oT CKETS BY OTHERS, Y VIEW B TYP. 0 • SPIDER FLANGE BY m II OTHERS ANTENNA MOUNTING I E BRACKETS TO BE I _ ISOMETRIC PLACED AS NEEDED DETAIL @ ANTENNA MOUNTING PLATES 0 SCALE: N.T.S. COAX CABLES y VIEW A NOMINAL NOTES: FROM THE TMA PORT MARKED "BTS" TO THE DIA. (IN.) 18 MAXIMUM WIND LOAD (MPH) 100 MATING FLANGE THICKNESS (IN_) 2.5 ATTACHMENT BOLT SHOWN IN DETAIL ABOVE. QUANTITY 6 ATTACHMENT BOLT DIA. (IN.) 1 ATTACHMENT BOLT 7 LENGTH (IN.) (W -MALE NOTES: FROM THE TMA PORT MARKED "BTS" TO THE ALMA) ETD819HS12UB DETAIL MOUNTING TO A POLE OR BEAM TOWER FEEDER. BE SURE TO PROVIDE ADEQUATE 4 ASSEMBLE THE POLE MOUNTING HARDWARE ON CURVE OR LOOP TO RELIEVE UNDUE STRAIN ON scALE:N.Ts. THE TMA AND INSTALL THE DESIRED LOCATION AS CONNECTIONS AT EITHER END. SHOWN IN DETAIL ABOVE. 6. TIGHTEN RF CONNECTIONS TO 18 FT -LBS L -BRACKET GPS ANTENNA 25Nm MOUNT KIT 1. INSERT THE 3/8-16 UNC x 7" LG (M8 X 180 MM) ( )TORQUE. n HEX BOLTS WITH THE WASHERS THROUGH THE HOLES IN 7. WEATHERSEAL THE CABLE CONNECTIONS PER 3/4" TO 1 1/2" THE TMA BRACKETS. BOLTS AND WASHERS MAY BE STANDARD PRACTICES IF REQUIRED BY LOCAL GALV. STEEL OR ALUM, }--- INSTALL WEATHER PRE-INSTALLED ON SOME VERSIONS OF THE ETB CONDITIONS. PROVIDED MATERIALS IF ANY, CAN MOUNTING PIPE JJ PROOFING PER SERIES TMA. BE APPLIED ACCORDING TO THE INSTRUCTIONS ANTENNA MANUF. 2. ORIENT THE TMA IN THE SELECTED LOCATION WITH ON THE PACKAGE CADWELD ON STEEL PIPE. INSTRUCTIONS THE BTS PORT POINTING DOWN, OR AS REQUIRED. 8. APPLY CABLE TIES OR STRAPS (NOT CLAMP TO ALUM. W/BURNDY COAX CABLE ALIGN THE V -GRIPS OF THE TMA RACKETS WITH THE SUPPLIED) TO SECURE THE CABLES TO THE TYPE N POLE OR TOWER MEMBER C 'o (/ ) CONNECTOR) TOWER STRUCTURE. C -11N 3 4 & 1" PIPE OR C-22 (1 1/4" & 1 1/2- 0 DETAIL 'B' @ MOUNTING PLATE PIPE) COAX CABLE SCALE: N.T.S. SUPPORT 2 AWG GROUND WIRE LUG E TO CRGB 'P' SECTION OR ELEVATION NEAREST 'P' SUPPLEMENTAL NOTES: ° GROUND BAR (L -BRACKET MOUNT) 1. POLE WEIGHTS ARE APPROXIMATE AND ONLY INCLUDE GPS ANTENNA 1. UNSCREW THE BAND CLAMPS UNTIL THE END COME LOOSE AND THREAD THE ENDS THROUGH THE SLOTS a THE WEIGHT OF THE STEEL POLE. THEY DO NOT INSTALL WEATHER PROOFING REFLECT THE WEIGHT WITH ANTENNAS AND CABLES. SET SCREWS IN THE MOUNTING BRACKET AS SHOWN, BEINGCOLLAR a PER ANTENNA MANUF. CAREFUL NOT TO SCRATCH THE REAR FACE OF THE 2. PRIOR TO FABRICATION OF THE MATING FLANGE, VERIFY INSTRUCTIONS 1" (1-5/16" O.D.) X 3'-0" TMA. o WITH MANUFACTURERS ITS DIAMETER AND THICKNESS. MAX.2. MOUNT THE TMA TO THE MOUNTING PIPE USING THE GALV. STEEL OR ALUM. BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE /ATYPICAL ANTENNA MOUNTING DETAIL PROVIDE APPLICABLE MOUNTING CABLE CLAMP ffi" OF 901b -in (10.2N -m). PIPE -TO -PIPE CLAMP 1 / scALE:N.Ts. �� (BURNDY TYPE C -11N OR 3 J1TACH THE JUMPER 850 900MHz PORTCpANDS2T0MA 5 EQUIV.) ( / ) (1800/1900/2100 o INSULATED SPLIT -COLLAR ,. MHz PORT) AND TORQUE NUTS ON THE DIN BUSHING (GARVIN P/N r, CONNECTORS TO 204115 -in (23N -m). REPEAT WITH ICE BRIDGE POSTGCHK100 WITH GROUND LUG FEEDER CABLE CONNECTION TO TMA CONNECTOR REMOVED) J3 COMMON PORT B a OR SIMILAR POST. ( )• 4. GROUND TMA BY ATTACHING A GROUND STRAP TO COAX CABLE Of W 1 THE M8 GROUNDING STUD ON THE SIDE OF THE Of ( /N -MALE CONNECTOR) UNIT. ANDREW GROUNDING KIT, PART NUMBER a _�COAX CABLE SUPPORT GND-IM-KT, OR EQUIVALENT, MAY BE USED. APPLY �2 AWG GROUND WIRE ANTI -CORROSION PASTE TO THE GROUND z UMTS LTE CADWELD TO POST ONLY IF CONNECTION. i MANUFACTURER ANDREW GROUNDED, OR LUG TO CRGB 5. WEATHERPROOF THE TMA CONNECTIONS USING ELEVATION p SECTION OR NEAREST 'P' ANDREW WEATHERPROOFING KITPART NUMBER oa MODEL DBXNH-6565A-A2M SUPPLEMENTAL GROUND BAR 221213 OR EQUIVALENT. FOLLOW THE o y BAND DUAL NOTES: (COLLAR MOUNT) INSTRUCTIONS SUPPLIED WITH THE KIT TO WEATHERPROOF THE CONNECTORS. o FREQUENCIES, MHZ 700MHz to 2100MHz 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY 6. STACKING UNITS: - POL DUAL AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25 X OF THE TO STACK TWO UNITS, REMOVE THE FOUR EXISTING SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. a RET INSTALLED2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR M6x5Omm SOCKET HEAD CAP SCREWS THAT ATTACH o m THE TMA OF THE MOUNTING BRACKET AND ATTACH L, IN 50.8 +/- SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH POWERWAVE UMTS TOGETHER USING FOUR M6x100mm SOCKET HEAD W. IN 10.6 +/- HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. /\ TSAW-076P111-001 TMA CAP SCREWS PROVIDED WITHEACH UNIT. 3. CADWELDING SHALL NOT BE PERFORMED ON ROOFTOPS. 0 3 D. IN 5.2 + - C MOUNT THE TMA TO THE MOUNTING PIPE USING THE / 4. LTE -GPS ANTENNA SHALL BE LOCATED 10' FROM ALL ANTENNAS. •� scALE:N.T.S. BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE o j WT, LB 34.2 OF 90115 -in (10.2 N -m). TYP. UMTS/LTE E911 /LTE GPS ANTENNA o «/WISSUED EOR CONSTRUC N ALF NM CONTIN INSTALLATION WITH STEP 3. N ISSUED FOR CON5IRUCTRNJ ALF u£ NN i _ _..._. Q 06/25/1] _. _.. U NOT USED , 06/10/12 ISSUED FOR CONSRiULTON O1F AV - -2 \ ANTENNA DETAIL ,��,, Pf AND L- BRACKET MOUNT o ;, _�, ,� A El y� SCALE: NONE V SCALE: NOT TO SCALE 1 2 1 CALE: N.T.S. 0 10/n/11 1 UED FOR CO-1- A5 ONSRmc -Q W/x0/11 IAUED FOR CON UC C.P. ;Vll '3 Q w/1x/11 Issum FDR KRUM- REVIEN cr. . ROJECT NO yr6478 AT&T MOBILITY o .s ORIENT BY THE SEA RESTAURANT �� p D) 9/� 155DED EOR CONS RDC ION c:l " .Q E, W I L L I A M E. COLLINS, A I A NYCENY1059 / LI-1059ie «� ,$\ I,, x 05/2)/09 ISSUED FOR CONSfRUCIION CNM A R C H I T E C T S, L L P NY7320 Qi w/xyD9 ISsuEO EOR coNsrRucrgN ceM N'c ANTENNA MOUNTING DETAILS 0 I 09/x1/6 SSUED FOR CONSR9UCl10N qyJ N AT&T MOBILITY 0 11-1 TECI IVI)LI)G4511 E SETAI!KET.G1'll1}} 40200 MAIN RD 15 EAST MIDLAND AVENUE NO. WE RENSIONs er _.._� - B N0, SUE NO. DRAWING NUMBER REV eou'E}IfiRy_rigso FAX n}I-�Ry-ansy ORIENT POINT, N.Y. 11957 ; r PARAMOS, NJ 07652 .m U SCALE: AS NOTED DESICNEp BY: uF DRgYM er: cv, `; \ ., �/' .,�� -��24897 NYCENYI 059 A-6 9 cv, u DPN=SN[ 60,02] DWG 22 x 34 D SIZE -`� PSC= .y m FD m 2 1/2" O.D. POST 10'-0" O.C. (3" TERMINAL AND s CORNER POSTS) U c 0I U M 0 � [r9GA. CHAIN LINK ° 2" DIAMOND. SEE 1/A-2 FOR MORE o INFORMATION c E U O D TOP BRACE RAIL — c 10i M LINE POST---\ GRADE n 7'-7" ELEVATION PORTION OF PIPE TOP RAIL 1. INSTALL FENCING PER ASTM F-567, EMBEDDED IN ° 1 STRECHER BAR CONCRETE SHALL BE PAINTED WITH ° CUT BACK ASPHALT PAINT, STRECHER BAR 2. GATE POST, CORNER, TERMINAL OR PULL POST SHALL TYP. SECTION 12" G—a TOP BRACE RAIL 0 I TOP RAIL M LINE POST---\ n 7'-7" ELEVATION FCORNER, GATE, END OR PULL POST 4'-0" i CLEAR OPENING BE PAINTED WITH CUT BACK BACK ASPHALT PAINT CUT DETAIL @ WOVEN ASPHALT PAINT O�F!T AIL @ WOVEN WIRE FENCE DETAIL "13219SCALDNTS WIRE FENCE DETAIL DETAIL @ WOVEN WIRE GATE DETAIL T.S. 44 SCALE: N.T.S. T ) 'rcr '`(J 1`�tlf r{ }r�NEW 14'-0" HIGH, NOTES: ,m _ (MINIMUM) JUNIPERUS ( 1. SET SHRUBS AT ORIGINAL DEPTH. SHRUB SHALL B VIRGINIANA EVERGREEN BE SET PLUMB. REMOVE ALL TIES AND WRAPPING ;f TREES PLANTED AT 6'-0" AROUND TREE TRUNKS AND TWINE FROM AROUND O.C. (GUARANTEE TREES -+ TOP OF ROOT BALL. LEAVE BURLAP IN PLACE AND (9) NEW 14'-0" HIGH X 6'-0" FOR A PERIOD OF ONE ROLL BACK 1/3 (REMOVE, UNLESS BIODEGRADABLE). I v WIDE EASTERN RED—CEDAR O YEAR) SHRUB WRAP (50% 2. ALL PROPOSED LANDSCAPING SHALL BE PLANTED ° OVER—LAP) UP TO FIRST 6'-0" O.C. SEE 1/A-2 FOR MORE INFORMATION TO PROVIDE CONTIGUOUS SCREENING TO THE NORTH BRANCH AND WEST OF THE NEW EQUIPMENT AREA. SEE ° ` 12" 1/A-2 FOR MORE INFORMATION. r ON ALL SIDES 3. ALTHY 6" SOIL SAUCER CO DITIONAPING AND SHALLEBEEPT REPILACEDOSHOULD ANY TREE(S) DIE AT ANY POINT DURING THE DURATION OF Q THE SITE BEING IN USE. PLANT S -H D FINISHED 4" DEEP SHREDDED GRADE WOOD CHIP MULCH 3 QUANTITYEY KBOTANICAL NAME COMMON NAME SPACING PURCHASE SIZE ROLL BACK a 9 JV EASTERN RED—CEDAR JUNIPERUS VIRGINIANA 6' O.C. 14'-0" HIGH X 6'-0" WIDE BURLAP 1/3 BACKFILL TOPSOIL MIXTURE WITH TIME 0 A/0/12 ISSUED FON CONSRUCTDN qU M NM SUBSOIL RELEASE FERT. TABLETS Q os/�/ = IssuED roR cONs RucnoN ur ur NM Z PLANT SCHEDULE DETAIL o DB/13/,z -ED FDR CD,S,R„�DHAll /� +• 1 SCALEI ISG =�-0 6 10/2B/11 ISSUED FOR CON5IRUCTIDN W MF T/' "- 7 C Q W/m/i1 ISSUED FOR CDNSLRUCENNI C.P. r "N:`. S QW/1T/il ISSUED FOR REREIMIN— REVIEW C.P. NI( - FC ECT N T MOBILITY ORIENT BY THE SEA RESTAURANT p D707/n/0 SSUED FDR DDNSRNCiIDN DHM f 5 }. 13, f 78 AT&T IV OB u�/ NYCEN at&t� { o WILLIAM F. COLLINS. AIA Y1059 / LI -1059 p OS/3)/B9 ISSUED FDR CDNSTRUCIION CHM '�;1 cNY7320 w/z./D� ISSUED FOR CDNSIRUC1x1N cHM ARCHITECTURAL DETAILS A R C H I T E C T S. L L P °AT&T MOBILITY Qo w/n/BB ISSUER FDR —TION TE('iil�l)LI )(l'DRIb'E SETAUKET. VV II733 40200 MAIN RD ^VJ �•,� E voice ntlaxe-xaso inx- fi3IIx9-xa° ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE No. wTE REwsto"s a, c No. SITE No. DRAWING NUMBER aEv ° PARAMOS, NJ 07652scuE: NOTED DESIGNED a ur oR- e:cP, aF('14897 NYC ENY1059 A-7 9 cP. u DFN=STV[160,02] DWG 22 x 34 D SIZE PSC= TOP BRACE RAIL TYPICAL WOVEN WIRE FENCING NOTES TOP RAIL 1. INSTALL FENCING PER ASTM F-567, STRECHER BAR WING GATE PER ASTM F— 900) STRECHER BAR 2. GATE POST, CORNER, TERMINAL OR PULL POST SHALL GATE LATCH BE 2 7/8"0 SCHEDULE 40 FOR GATE WIDTH OF 4 WITH LOCK FEET PER ASTM—F1083. ::X3. LINE POST: 2-3/870 SCHEDULE 40 PIPE PER 0 GATE FRAME ASTM—F7083. 4. GATE FRAME: 1 1/2"0 SCHEDULE 40 PIPE PER I I ASTM—F1083. 'r 5. TOP RAIL & BRACE RAIL: 1 1/4"0 SCHEDULE 40 DIAGONAL PIPE PER ASTM—F1083. ROD/W 6. FABRIC: 11 GA. CORE WIRE SIZE 2" MESH, DIAGONAL ROD/W STEEL CONFORMING TO ASTM—A392 CLASS 1. STEEL TURNBUCKLE TURNBUCKLE 7. TENSION WIRE: 7 GA. GALVANIZED STEEL. 8. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS ON TENSION AT 24" INTERVALS. OTTWIRE TENSION IRE 9. 9. GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK (KEYED ALIKE FOR ALL SITES OR COMBINATION AS SPECIFIED BY AWS). 10. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. r FINISH GRADE FINISH GRADE 11. HEIGHT = 6' VERTICAL + 1' BARBED WIRE VERTICAL OR GROUND OR GROUND DIMENSION. C 1 1/2` MAX 12. ALL WORK SHALL CONFORM WITH THE PROJECT `� CLEARANCE FROM SPECIFICATIONS. GRADE PORTION OF PIPE a PORTION OF PIPE EMBEDDED IN EMBEDDED IN CONCRETE SHALL SECTION 12" CONCRETE SHALL BE PAINTED WITH BE PAINTED WITH CUT BACK BACK ASPHALT PAINT CUT DETAIL @ WOVEN ASPHALT PAINT O�F!T AIL @ WOVEN WIRE FENCE DETAIL "13219SCALDNTS WIRE FENCE DETAIL DETAIL @ WOVEN WIRE GATE DETAIL T.S. 44 SCALE: N.T.S. T ) 'rcr '`(J 1`�tlf r{ }r�NEW 14'-0" HIGH, NOTES: ,m _ (MINIMUM) JUNIPERUS ( 1. SET SHRUBS AT ORIGINAL DEPTH. SHRUB SHALL B VIRGINIANA EVERGREEN BE SET PLUMB. REMOVE ALL TIES AND WRAPPING ;f TREES PLANTED AT 6'-0" AROUND TREE TRUNKS AND TWINE FROM AROUND O.C. (GUARANTEE TREES -+ TOP OF ROOT BALL. LEAVE BURLAP IN PLACE AND (9) NEW 14'-0" HIGH X 6'-0" FOR A PERIOD OF ONE ROLL BACK 1/3 (REMOVE, UNLESS BIODEGRADABLE). I v WIDE EASTERN RED—CEDAR O YEAR) SHRUB WRAP (50% 2. ALL PROPOSED LANDSCAPING SHALL BE PLANTED ° OVER—LAP) UP TO FIRST 6'-0" O.C. SEE 1/A-2 FOR MORE INFORMATION TO PROVIDE CONTIGUOUS SCREENING TO THE NORTH BRANCH AND WEST OF THE NEW EQUIPMENT AREA. SEE ° ` 12" 1/A-2 FOR MORE INFORMATION. r ON ALL SIDES 3. ALTHY 6" SOIL SAUCER CO DITIONAPING AND SHALLEBEEPT REPILACEDOSHOULD ANY TREE(S) DIE AT ANY POINT DURING THE DURATION OF Q THE SITE BEING IN USE. PLANT S -H D FINISHED 4" DEEP SHREDDED GRADE WOOD CHIP MULCH 3 QUANTITYEY KBOTANICAL NAME COMMON NAME SPACING PURCHASE SIZE ROLL BACK a 9 JV EASTERN RED—CEDAR JUNIPERUS VIRGINIANA 6' O.C. 14'-0" HIGH X 6'-0" WIDE BURLAP 1/3 BACKFILL TOPSOIL MIXTURE WITH TIME 0 A/0/12 ISSUED FON CONSRUCTDN qU M NM SUBSOIL RELEASE FERT. TABLETS Q os/�/ = IssuED roR cONs RucnoN ur ur NM Z PLANT SCHEDULE DETAIL o DB/13/,z -ED FDR CD,S,R„�DHAll /� +• 1 SCALEI ISG =�-0 6 10/2B/11 ISSUED FOR CON5IRUCTIDN W MF T/' "- 7 C Q W/m/i1 ISSUED FOR CDNSLRUCENNI C.P. r "N:`. S QW/1T/il ISSUED FOR REREIMIN— REVIEW C.P. NI( - FC ECT N T MOBILITY ORIENT BY THE SEA RESTAURANT p D707/n/0 SSUED FDR DDNSRNCiIDN DHM f 5 }. 13, f 78 AT&T IV OB u�/ NYCEN at&t� { o WILLIAM F. COLLINS. AIA Y1059 / LI -1059 p OS/3)/B9 ISSUED FDR CDNSTRUCIION CHM '�;1 cNY7320 w/z./D� ISSUED FOR CDNSIRUC1x1N cHM ARCHITECTURAL DETAILS A R C H I T E C T S. L L P °AT&T MOBILITY Qo w/n/BB ISSUER FDR —TION TE('iil�l)LI )(l'DRIb'E SETAUKET. VV II733 40200 MAIN RD ^VJ �•,� E voice ntlaxe-xaso inx- fi3IIx9-xa° ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE No. wTE REwsto"s a, c No. SITE No. DRAWING NUMBER aEv ° PARAMOS, NJ 07652scuE: NOTED DESIGNED a ur oR- e:cP, aF('14897 NYC ENY1059 A-7 9 cP. u DFN=STV[160,02] DWG 22 x 34 D SIZE PSC= 9 o Lri0 E to O �y C10x15.3 c 04 a� � M M ui ui oLr) o _o al � 31 v 3'-2 5/8" s 1' 2 1/8" � I � I I STRUCTURAL STEEL NOTES, 1. ALL STEEL WORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS. ALL O L -- O 3 3 STRUCTURAL STEEL BEAMS CONFORM TO ASTM A-36 UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE HOT DIPPED NEW REMOVABLE O I 16 GALVANIZED AFTER FABRICATION. BEAMS THAT ARE SHOWN TO BE TOO LONG TO HOT -DIP GALVANIZE MAY BE SPLICED DEVELOPING FULL STRENGTH OF MEMBER DESIGNED BY STEEL FABRICATOR. HANDRAIL I, 6'-0" MAX. 1'-5 I I I I I I I I I I 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF NEW 4 x1/4" KICK PLATE NEW 1 1/2" GALVANIZED STEEL HANDRAIL TO BE 90 LIGHT WTX 1 1/2 0 STANDARD ELBOW ' I I I I I I I W14x261 I I I I I I ° STEEL CONSTRUCTION". ALL DAMAGE TO GALVANIZED COATINGS SHALL BE RESTORED WITH COLDSPRAY GALVANIZING. (4) NEW 5/8"0 WELDED 5 PIPE M W14x22 / 3. BOLTED CONNECTIONS SHALL TO x6"x3/8" GALV. BOLTS EACH SIDE, � m BE ASTM A325 BEARING TYPE (3/470) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS STEEL PLATE. SEE 3/A-8 FOR APPROPRIATE POST �N o UNLESS NOTED OTHERWISE. MORE INFORMATION MOUNTING 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED NICHOLS HANDRAIL STEEL PLATE SECU(I OTHERWISE. CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 1-1/2"x3/16" 1/4" 4" x 1/4" STEEL I PROVIDE 2" HOOK r,= 4a v= b 1" NON -SHRINK II ;; " ` I Q, MANUFACTURER'S REQUIREMENTS. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION GALVANIZED TOE PLATE. SSPL EE REQUIRESPLICE D cn D o FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT SERRATED STEEL 2/A-8 FOR MORE I PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. CONCRETE EDGE GRATING INFORMATION TOE BOARD DISTANCES SHALL BE MAINTAINED DURING INSTALLATION. NEW tYxS x3/S" GALV. STEEL PLATFORM LINE SPLICE 2 PLACES2'-0O r -------- ;I I r---- --J1I1 5. STRUCTURAL STEEL BEAMS ARE DESIGNED FOR AN EXTREME FIBER STRESS OF 24,000 PSI FOR COMPACT AND 22,000 PLATE WELDED TO STEEL DUNNAGE CONCRETE SONOTUBE PSI FOR NON -COMPACT SECTIONS. O2 f7 0 6. ALL WELDING TO BE DONE BY CERTIFIED WELDERS. PROVIDE COPIES OF THE WELDER'S CERTIFICATE TO C10x15.3 STRINGER, TYP. ARCHITECT/ENGINEER. CONCRETE AT 28 DAYS, L ;; b OF (2) y „� o � 7. BEFORE PROCEEDING WITH FABRICATION AND ERECTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE a 1/4' HANDRAIL ELEVATION (6) #4 REBAR---------___4:" aa 0 ARCHITECT FOR APPROVAL AT GENERAL CONTRACTOR COST. THE REVIEW OF SHOP DRAWINGS SHALL NOT BE CONSTRUED AS A COMPLETE CHECK BUT WILL INDICATE ONLY THAT GENERAL METHOD OF CONSTRUCTION AND DETAILING @ EQUIPMENT PLATFORM --I II IS SATISFACTORY. REVIEW OF SUCH DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR 1/4^ 3 SCALE:2R=r-oR o ERRORS OF FABRICATION WHICH MAY EXIST AS THE DIMENSIONS AND DESIGN OF ADEQUATE CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR DETAILS AND THE CORRECT FITTING OF THE STRUCTURAL MEMBERS. NEW 12"0 POURED CONCRETE SONOTUBE NICHOLS 1-1/2" GALVANIZED PIER, TYP. OF (2). SEE 5/A-8 FOR STEEL HANDRAIL. SEE DETAIL MORE INFORMATION 3/A-8 FOR MORE 0 NEW V Wx1/2" GALVANIZED STEEL PLATE SECURED WITH (2) INFORMATION -1 1/2" O.D. 12" LONG #4 REBAR WELDED TO BOTTOM OF PLATE PROVIDE /,,, TYP• HANDRAIL MOUNTING DETAIL NICHOLS 1-1/2"x3/15' GALVANIZED 1" HOOK AT BOTTOM OF REBAR, TYP. FOR (2) PLACES GALVANIZED SERRATED STEEL PIPE \< SCALE: 1 1/2"=r-0" 26'-0 3/8" STEEL GRATING RAIL WELDED 1, TO CHANNELS 1 1 47-4 3/4" 21'-7 1/2" Q, NEW 70/4" KICK n C NICHOLS 1-1/2"x3/15 PLATE -TYPICAL 3'-7 7Ar 2'-2" GALVANIZED SERRATED 3'-0^ SERRATED oSTEEL i C10x15.3/ \� W14x22 / GRATING C1Ox15.3 STEEL TREADS 3-5/16" Nl BOLTED TO 9 o Lri0 E to O �y C10x15.3 c 04 a� � M M ui ui oLr) o _o al � 31 v 3'-2 5/8" s 1' 2 1/8" � I � I I I � I O L -- O 3 3 W8x10 ....rT T - W14x26 r I- O I 16 J I I I I I I I I I I I _co n i I I I I I I I I W14x261 I I I I I I 1__JL__� NEW 10"x10"x1/2" W14x26 --- --- \ 1'-4 3/8" W14x22 / v \ \ (6) #8 REBARS ° #4 REBAR TIES O , II � 1T O.C. ii eii ii ii ____daa to NEW 10"x10"x1/Y GALVANIZED STEEL PLATE #4 REBAR TIES O a WITH (4) 12" LONG #4 REBAR EACH, WELDED 12" 0. C. „ 12"O POURED CONCRETE ? o e ic— a=== —=v u n TO BOTTOM OF PLATE. PROVIDE 2" HOOK AT ° BOTTOM OF REBAR, TYP. FOR (4) d Y i, SONOTUBE PIER, 4000 ;b ;; ", 8"X8"NPOURED CONCRETE _----- - PSI CONCRETE AT 28 <II FOOTING, TYP OF 2 „ DAYS, AIR ENTRAINED) NEW 2'-0"O POURED CONCRETE -^-----^- --- SONOTUBE PIER, TYP. OF (4). SEE LINE OF GRADE x 3/16" HOT II I to -H 1-1/2o " s 4/A-8 FOR MORE INFORMATION DIPPED GALVANIZED ;; ;; ;; I 7T ® 11"= 4'-4 1/2" ----- JI a 5 NEW GALVANIZED STEEL ACCESS STAIR. STEEL SERRATED GRATING. I b I IL o+Q SEE 5/A-8 FOR MORE INFORMATION ba: n—T I 9 -� I(_____________�! I STEEL ACCESS STAT ELEVATION 3 3 0' 1.-4.. 2'-8" 5'-4' ii C J '- - SCALE: 1"=1'OR Of L____________________J Qp 9R//12 ISSUED FYM CONMUCTRM ALF ALf NM NOTE. REFER TO STRUCTURAL FRAMING PLAN Z STRUCTURAL FRAMING PLAN NOTE. °"�"2 ° `°" `°� °`°°" "M =� AND NOTES DETAIL ,, THIS SHEET. IF THIS SHEET IS 11" X 17 REFER PIER DETAIL 0 a/u/+z IssumFORcoNsmucwN A MF Nu ' TO ADJACENT GRAPHIC SCALE. NORTH 4DO— AS A 2 � SCALE: 1 =1'-0 Q +°/ae/n Issum FOR mNSTRucrbN AID Au � ll U QS W/20/11 ISSUED FOR CONSRUCT N CP. AlF lYL-'rQ C — Q OB/12/11 ISSUED FOR PERLIYINARY RE31EW C.P. �` F ECT NO ORIENT BY THE SEA RESTAURANT Al 07/29/ ISSUED FGR CONSR,(GTION GHN ` 0�i 478 AT&T MOBILITY o �� z as/27/°9 Issum FOR CONSIRUCTRMI c"u } /TRUCTURAL FRAMING PLAN, �o WILLIAM F. COLLINS, AIA NYCENY1059 / LI -1059 M/2�/W ISSUED FOR CONSIRUC GHN `E A R C H I T E C' T S. L L P NY7320 f NOTES AND DETAILS AT&T MOBILITY Q w/n/ ISSUED MR CONSTRUCTION E 10-I TE('II� OL—YDRI�E SETAUKET.NY11733 40200 MAIN RD 5'OKE 01181-845(1 FAX -. n31-es9- 1a ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO. DATE RENSIONS Dr "- Y. JO O. SITE N0. DRAWING NUMBER REV CP, PARAMUS, NJ 07652 U salt: As „o,m DESR:NED Hf: MF aurin er: cP, ALF � .4897 NYCENYI 059 A-8 9 Al 64 3 2 - _- DFN=STV[160.02] DWG 22 x 34 D SIZE 5 � PSG= DASHED LINES L4X4X5/16 CLIP STRINGERS REPRESENT NEW ANGLE W14X22 BEYOND, TYP. ------------------ 1__JL__� NEW 10"x10"x1/2" W14x26 1" NON -SHRINK GALVANIZED STEEL PLATE o GROUT � ;NEW SECURED WITH (4) 12" �_' �__; � W14x26 o LONG #4 REBAR WELDED ", 1/4 ---- �. NEW 5'x6"x1/2" GIWITH I 00 TO BOTTOM OF PLATE. ..:... STEEL PLATE SECU(I n °' PROVIDE 2" HOOK r,= 4a v= b 1" NON -SHRINK II ;; " ` I (2) 12" LONG #4 WELDED TO BOTTOM OF al N N a o GROUT li it ` PLATE PROVIDE 1" HOOK AT ° BOTTOM n n OF REBAR, TYP. FOR 3" _m_ POURED F _________ 2 PLACES2'-0O r -------- ;I I r---- --J1I1 CONCRETE SONOTUBE O2 f7 PIER, (4000 PSI �{ C10x15.3 STRINGER, TYP. CONCRETE AT 28 DAYS, L ;; b OF (2) y „� AIR ENTRAINED) u e e -- ilI - (6) #4 REBAR---------___4:" aa In --I II g v \ \ (6) #8 REBARS ° #4 REBAR TIES O , II � 1T O.C. ii eii ii ii ____daa to NEW 10"x10"x1/Y GALVANIZED STEEL PLATE #4 REBAR TIES O a WITH (4) 12" LONG #4 REBAR EACH, WELDED 12" 0. C. „ 12"O POURED CONCRETE ? o e ic— a=== —=v u n TO BOTTOM OF PLATE. PROVIDE 2" HOOK AT ° BOTTOM OF REBAR, TYP. FOR (4) d Y i, SONOTUBE PIER, 4000 ;b ;; ", 8"X8"NPOURED CONCRETE _----- - PSI CONCRETE AT 28 <II FOOTING, TYP OF 2 „ DAYS, AIR ENTRAINED) NEW 2'-0"O POURED CONCRETE -^-----^- --- SONOTUBE PIER, TYP. OF (4). SEE LINE OF GRADE x 3/16" HOT II I to -H 1-1/2o " s 4/A-8 FOR MORE INFORMATION DIPPED GALVANIZED ;; ;; ;; I 7T ® 11"= 4'-4 1/2" ----- JI a 5 NEW GALVANIZED STEEL ACCESS STAIR. STEEL SERRATED GRATING. I b I IL o+Q SEE 5/A-8 FOR MORE INFORMATION ba: n—T I 9 -� I(_____________�! I STEEL ACCESS STAT ELEVATION 3 3 0' 1.-4.. 2'-8" 5'-4' ii C J '- - SCALE: 1"=1'OR Of L____________________J Qp 9R//12 ISSUED FYM CONMUCTRM ALF ALf NM NOTE. REFER TO STRUCTURAL FRAMING PLAN Z STRUCTURAL FRAMING PLAN NOTE. °"�"2 ° `°" `°� °`°°" "M =� AND NOTES DETAIL ,, THIS SHEET. IF THIS SHEET IS 11" X 17 REFER PIER DETAIL 0 a/u/+z IssumFORcoNsmucwN A MF Nu ' TO ADJACENT GRAPHIC SCALE. NORTH 4DO— AS A 2 � SCALE: 1 =1'-0 Q +°/ae/n Issum FOR mNSTRucrbN AID Au � ll U QS W/20/11 ISSUED FOR CONSRUCT N CP. AlF lYL-'rQ C — Q OB/12/11 ISSUED FOR PERLIYINARY RE31EW C.P. �` F ECT NO ORIENT BY THE SEA RESTAURANT Al 07/29/ ISSUED FGR CONSR,(GTION GHN ` 0�i 478 AT&T MOBILITY o �� z as/27/°9 Issum FOR CONSIRUCTRMI c"u } /TRUCTURAL FRAMING PLAN, �o WILLIAM F. COLLINS, AIA NYCENY1059 / LI -1059 M/2�/W ISSUED FOR CONSIRUC GHN `E A R C H I T E C' T S. L L P NY7320 f NOTES AND DETAILS AT&T MOBILITY Q w/n/ ISSUED MR CONSTRUCTION E 10-I TE('II� OL—YDRI�E SETAUKET.NY11733 40200 MAIN RD 5'OKE 01181-845(1 FAX -. n31-es9- 1a ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO. DATE RENSIONS Dr "- Y. JO O. SITE N0. DRAWING NUMBER REV CP, PARAMUS, NJ 07652 U salt: As „o,m DESR:NED Hf: MF aurin er: cP, ALF � .4897 NYCENYI 059 A-8 9 Al 64 3 2 - _- DFN=STV[160.02] DWG 22 x 34 D SIZE 5 � PSG= m NOTES: -- SUBCONTRACTOR SHALL PROVIDE 200AMP, SINGLE PHASE, 120/240 VAC, 60HZ SERVICE FOR AT&T SITES. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY PANEL MANUFACTURER. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. SUBCONTRACTOR SHALL INSTALL SUFFICIENT LENGTHS OF LFMC INCLUDING ALL CONDUIT FITTINGS (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLING, ETC) NECESSARY FOR CONNECTION FROM THE NEMA BOX TO THE INTERIOR BTS CABINET. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG AND LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. CUT, COIL AND TAPE A 5 FOOT PIGTAIL FROM END OF LFMC FOR TERMINATING BY BTS EQUIPMENT MANUFACTURER. SUBCONTRACTOR ES;H9ECO UTILITY O PROCURING N OF SSC EAND CPNCLCTOR L SH AND ;ALL SURGE EION IEBY ATLANTIC SCENTFCZOE BARRIER SERIP TNO.0700WITH MUNTING DNRAILART NO. URGE PROTECTION DEVICEDNRAILTO THE ENCLOSURE WITH#6 AWGNSULATEDWIRE (REFERENCCESTANDARD DETAIL 1015). BOND ENCLOSURE TO THE SITE GROUND RING OR BAR WITH #2 AWG COPPER WIRE. SUBCONTRACTOR SHALL PROVIDE 6"x6"x4" (MIN.) NEMA 3R STEEL ENCLOSURE AND MOUNT TO CONDUIT RACK AT REAR OF CABINET. U NOTE o 10 NEW AT&T E8 U EQUIPMENT CABINETS 0 NEW AT&T o NOTE METER AND m E9 DISCONNECT a NOTE ____ E6 NOTE E E4 D o NOTE NOTE NOTE E2 E1 E3 c LNOT 'o TAP EXISTING E5 o PAD MOUNTED B 0 TRANSFORMER 0 0 EXISTING PAD MOUNTED 24 VDC NOTES: 1. 24VDC CABINET INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT 24VDC CABINET. 2. NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET. 3. 24VDS CABINET MANUFACTURER SHALL PROVIDE AND INSTALL BRIDGE KIT FROM 24VDC CABINET TO NOKIA BTS CABINET. 4. 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-3/0 AWG FOR EACH BTS. A. ASSOCIATED CIRCUIT BREAKER FOR DC DISTRICUTION CABLES SHALL BE LEFT OPEN AND PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT THE BREAKER CAN NOT BE CLOSED. 5. B. DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED. 6. C. NOKIA INSTALLER TO PROVIDE DC DISTRICUTION CABLES LUGS ON NOKIA END. 7. 24VDC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE(S) BELDEN PART #7919A COILED AND READY FOR FINAL TERMINATION BY NOKIA. 8.24VDC MANUFACTURER SHALL PROVIDE AND INSTALL CDS DATACOM ALARM CABLE(S) PART #C03610075 COILED AND READY FOR FINAL TERMINATION BY NOKIA. 9. ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE W/NEC AND LOCAL CODES. 10ALL CABLE ENDS AT THE NOKIA BTS SHALL BE IDENTIFIED AND TAPED. SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO TERMINATE ALL CABLES. o O 2-1/2 C WITH 3-4/0 AT&T ELECTRICAL SERVICE NOTE: NOTE: i NOTE: E ELECTRICAL SERVICE IS DESIGNED BY OTHERS FOR NOKIA CABINET CONDUIT AND CABLE FOR CIRCUITS AND RATINGS SEE PANEL o O Y C WITH 3-3/0 & 1 # 4 CU WITHOUT INVOLVEMENT OF WFC. CONDUIT ROUTING TERMINATION POINTS SEE DETAIL 3 SHEET A-4. SCHEDULE, DETAIL 1 SHEET E-2 s SHALL BE SHOWN ON DRAWINGS. AN ELECTRICAL a INSPECTION CERTIFICATE SHALL BE PROVIDED TO AT&T AND WFC AT THE COMPLETION OF THE PROJECT. D C ° UNISTRUT PIPE/CONDUIT CLAMP P1119 OR 4'-0" MAX. r E1. COORDINATE ALL NEW SERVICE REQUIREMENTS WITH LIPA PRIOR TO BEGINNING NEW WORK. P2558-35 (GALV.) m (TYPICAL FOLLOW MANUF. RECOMMENDATIONS FOR PIPE CAP (TYP) o E2. ENGAGE THE SERVICES NT AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE ALL BOLT TORQUE UNDERGROUND EQUIPMENT IN THE AREA. N 3 1/2" O.D. POST UNISTRUT P1001 GALV r E3. PROVIDE AND INSTALL NEW 120/240 VOLT 200 AMP SINGLE PHASE MAIN DISCONNECT SWITCH. UJ o E4. PROVIDE AND INSTALL NEW 120/240 VOLT SINGLE PHASE 200 AMP METER. B a a 3"0 SCH.40 PIPE (GALV) 3 v o OR E5. PROVIDE AND INSTALL NUMBER 2 COPPER GROUND AND 3/4 X 10' GROUND RODS FOR NEW SERVICE. 3"0 RGS CONDUIT (GALV) (TYP) < MAXIMUM RESISTANCE TO GROUND SHALL BE 5 OHMS. PROVIDE AND INSTALL ADDITIONAL a o GROUND RODS NOT LESS THAN 6' APART TO MEET MINIMUM GROUND RESISTANCE AS NECESSARY. h F- �I o z � E6. NEW PANEL "94 IN WEATHERPROOF ENCLOSURE MOUNTED TO NEW EQUIPMENT PLATFORM RAILING. `O w UNISTRUT P1001 (GALV) PANEL RATED AT 200A, 42koic MAIN BREAKER, ALL COPPER BUS, 30 BOLT ON 22koic ° BREAKERS AND DOOR IN DOOR HINGED CONSTRUCTION. o UNISTRUT P1001 (GALV) o E7. PROVIDE AND INSTALL SURGE EQUAL TO ARRESTOR SUPPLIED WITH SSC ENCLOSURE, 0 L EQUAL TO INNOVATIVE TECHNOLOGY INC., MODEL # PTE080. INSTALL WITH A 2P -30A BREAKER IN PANEL "A WITH 5 # 10 CONDUCTORS. FINISHED GRADE �a E8. PROVIDE AND INSTALL CIRCUIT BREAKERS AND BRANCH CIRCUIT WIRING GFCI CONVENINENCE RECEPTACLES, 24 VDC CABINET ETC. PER PANEL "A" SCHEDULE. COORDINATE WITH PROJECT MANAGER AS NECESSARY. 5 10"0 PLAIN CONCRETE OR O N E9. PROVIDE NEW 200A, SINGLE PHASE, 3 WIRE PIN AND SLEEVE EMERGENCY GENERATOR RECEPTACLE. PART # ;;� �. , b SAKRETE PIER 0 3 GRINWIRRELAY- RAND RECEPTACLE #R20033 -RS z 0_ s= a J N CD METER AND DISCONNECT o M/0/12 ISSUED FDR CONSRri LTI°" AF A NM QMM/12 ISSUED MR LONSRiUOT10N Al ALE Z ELECTRICAL RISER DIAGRAM w/13/12 ISSUED FDR OONSfR I— A MM E 16 MOUNTING RACK o'�� A 0 10/29/11 Issuc° FOR coNsmucTwN A(r ALi NM ✓ \� _..... +,:'` ria Elm SCALE: N.T,S. SCALE: 1 =1'-0 c Q w/m/11 -uEo EOR coNsmucnoN c.P. ALE �?' x c Q09/12/11 ISSUED FOR PERUMINARY REVIEW C.P_ ALE dAg c ORIENT AT&T MOBILITY T BY THE SEA RESTAURANT �� p °7/29/De ISSUEDoNsrauc ION ueo MR cGHM Af M o=G NYCENY1059/ LI -1059 p 05/27/De ISSUED FOR CDHS RUC; N GHA A N ao WILLIAM F. COLLINS. AIA �^ A R C H I T E C T S. L L P NY7320 p w/29/09 ISSUED FOR coNsmucTroN c"M ALE M /EL RICAL RISER DIAGRAM AND NOTES c AT&T MOBILITY Do w�v as ISSUED FOR cONSRUCgN Avu A E 1�1 TE( '11M)106) DRIVE SETAUKET. NY 11731 40200 MAIN RD 15 EAST MIDLAND AVENUE No. PATE REVISIONS w CHK AP f SITE NO. DRAWING NUMBER REV (D1CI A31l.R9-8450 IAK. F31.Aa9-WI? ORIENT POINT, N.Y. 11957 NYCENY1059 E-1 9 Goo PARAMOS, NJ 07652 SDA1E: AS NOT DESIGNED a AF DRAWN R: cP, LF m U P. u 6 5 4 3 2 {� DFN=STV[760,021 DWG 22 x 34 D SIZE -_''-� Psc= L U m 3 GO N c U .o 0 a E 0 c a, 0 0 O U `0 0 E 0 C r 0 s w 0 3 ., PANEL SCHEDULE SCALE N.T. S. A ACCA AWG BCW BGB BTS C CIBGE DWG EMT G GEN GPS GR IGR KWH MIGB (N) P PCS PPC RGS PRC RWY SN SW TCB TYP. V W ABBREVIATIONS AMPERE ANTENNA CABLE COVER ASSEMBLY AMERICAN WIRE GAUGE BARE COPPER WIRE BOTTOM GROUND BAR BASE TRANSMISSION SYSTEM CONDUIT COAX ISOLATED GROUND BAR EXTERNAL DRAWING EXISTING ELECTRICAL METALLIC TUBING GROUND GENERATOR GLOBAL POSITIONING SYSTEM GROWTH INTERIOR GROUND RING (HALO) KILOWATT HOUR MASTER ISOLATED GROUND BAR NEW PHASE PERSONAL COMMUNICATION SYSTEM POWER PROTECTION CABINET RIGID GALVANIZED STEEL PRIMARY RADIO CABINET RACEWAY SOLID NEUTRAL SWITCH TOP GROUND BAR TYPICAL VOLT WIRE 0 ELECTRICAL SYMBOLS AC GENERATOR CONNECTOR ■ CADWELD TYPE CONNECTION BLU WHT AC DISTRIBUTION PANEL o COAXIAL CABLE SHIELD ROUND ORG HT KIT CONNECTION • COMPRESSION TYPE CONNECTION --"'WHT COPPER GROUND BAR 1/4"x4 x20", 240-120V 1 PHASE 20OA-BASED ON INTERSECT PANEL WITH STRIKESORB TVSS UNLESS NOTED OTHERWISE a DISCONNECT SWITCH ® GFI DUPLEX RECEPTACLE cEN GENERATOR RED BLU GROUND ROD LOAD (VA) GROUND ROD WITH ACCESS RED ORG GROUND WIRING ORG RED MANUAL TRANSFER SWITCH RED GRN METER ON METER/BREAKER UNIT INIIIIIIII PANELBOARD RED BRN BRKR SIZE REPRESENTS DETAIL NUMBER REF. -- DRAWING NUMBER L1 L2 LCL L1 L2 l BLU BLK BRKR SIZE BLK ORG 3 ORG BLK REV SERVICE DESCRIPTION AMPS BRKR VA VA VA VA VA BRKR AMPS SERVICE DESCRIPTION REV 0 0 ARCUS 24VDC CABINET #1 RECTIFIER #1 30 1 2P 326 ORG'EL 652 326 o 35 0 2 2P 30 ARGUS 24VDC CABINET #1 RECTIFIER #2 0 00 39�� 3 00 41 326 652 326 4 44 45 0 0 0 ARGUS 24VDC CABINET #1 RECTIFIER #3 30 5 2P 326 652 326 0 0 0 __6_(2 P 30 ARGUS 24VDC CABINET #1 RECTIFIER #4 p p X/13/12 FOR DO—AF 7 yo' 326 652 A 326 8 ALF N ` 1 0 0 ARGUS 24VDC CABINET #1 RECTIFIER #5 30 2P 326 652 326 QX/12/11 10 2P 30 ARGUS 24VDC CABINET #1 RECTIFIER #6 0 OT/N/X cHM 1 11 AT&T MOBILITY 326 652 326 12 d_{ p 0 p ARCUS 24VDC CABINET #1 RECTIFIER #7 30 13 2P 326 652 326 14 2P 30 ARGUS 24VDC CABINET #1 RECTIFIER #8 Qi N/24/N ISSUED FOR CONSTRUCTION GHM 15 AND ABBREVIATIONS 326 652 QO 326 16 ..3, 0 0 0 ARGUS 24VDC CABINET #1 RECTIFIER g # 30 17 2P 326 SITE N0. DRAWING NUMBER REV 652 326 18 2P 30 ARCUS 24VDC CABINET #1 RECTIFIER #10 p DFN=STV[160,021 DWG 22 x 34 D SIZE PSC= 19 326 652 326 20 0 0 O ARGUS 24VDC CABINET# 1 RECTIFIER # 11 30 21 2P 326 1076 750 22 2P 15 NOKIA HETA 1900 0 23 326 1076 750 24 0 0 NOKIA HETA 850 15 25 2P 750 750 750 26 1P 15 FLX12WS 0 0 27 750 750 326 28 2P 30 FLX12WS 0 0 UMTS CABINET HEATER 15 29 2P 720 3600 2880 30 1P 30 ARGUS 24VDC CABINET 0 0 31 720 720 750 32 1P 15 Rx -AIT 0 0 TELCO BOX RECEPTACLE 15 33 1P 180 180 34 0 0 UMTS CABINET RECEPTACLE is 35 1P 180 1 1 180 1 1 36 p 0 BATTERY CABINET NO.2 15 37 1 P 180 180 1 1 1 38 p 0 39 1 0 1 1 1 40 0 0 41 1 0 1 1 1 42 0 ., PANEL SCHEDULE SCALE N.T. S. A ACCA AWG BCW BGB BTS C CIBGE DWG EMT G GEN GPS GR IGR KWH MIGB (N) P PCS PPC RGS PRC RWY SN SW TCB TYP. V W ABBREVIATIONS AMPERE ANTENNA CABLE COVER ASSEMBLY AMERICAN WIRE GAUGE BARE COPPER WIRE BOTTOM GROUND BAR BASE TRANSMISSION SYSTEM CONDUIT COAX ISOLATED GROUND BAR EXTERNAL DRAWING EXISTING ELECTRICAL METALLIC TUBING GROUND GENERATOR GLOBAL POSITIONING SYSTEM GROWTH INTERIOR GROUND RING (HALO) KILOWATT HOUR MASTER ISOLATED GROUND BAR NEW PHASE PERSONAL COMMUNICATION SYSTEM POWER PROTECTION CABINET RIGID GALVANIZED STEEL PRIMARY RADIO CABINET RACEWAY SOLID NEUTRAL SWITCH TOP GROUND BAR TYPICAL VOLT WIRE 0 ELECTRICAL SYMBOLS AC GENERATOR CONNECTOR ■ CADWELD TYPE CONNECTION BLU WHT CIRCUIT BREAKER o COAXIAL CABLE SHIELD ROUND ORG HT KIT CONNECTION • COMPRESSION TYPE CONNECTION --"'WHT COPPER GROUND BAR 1/4"x4 x20", WHT BRN UNLESS NOTED OTHERWISE a DISCONNECT SWITCH ® GFI DUPLEX RECEPTACLE cEN GENERATOR RED BLU GROUND ROD ® GROUND ROD WITH ACCESS RED ORG GROUND WIRING ORG RED MANUAL TRANSFER SWITCH RED GRN METER ON METER/BREAKER UNIT INIIIIIIII PANELBOARD RED BRN POWER AND TELCO WIRING REPRESENTS DETAIL NUMBER REF. -- DRAWING NUMBER RED 'SL TRANSFORMER B XIT GROUND ROD ELECTRICAL SYMBOLS AND ABBREVATIONS SCALE. N.T.S. 0-o WILLIAM F. COLLINS. AIA E A R C H I T E C T S. L L P E 10-1 TE( 11 R:OLt XrY DRI\'E SETAl1KET, VY 11731 U E VOICI-. 01189-8450 1-A% 01199-8419 ED o U I NOTES: 1. MOUNT S66M1-50 BLOCK W/898 BRACKET IN TELCO BOX OR ON TELCO BACKBOARD OR IN NEW 3R ENCLOSURE AT OUTDOOR SITES. 2. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL. 3. INSTALL BRIDGING CLIPS (SIEMON-SA-1-25 OR EQUIVALENT) AS REQUIRED. 4. TURN BACK AND STORE UNUSED CONDUCTORS. 66 BLOCK ALARM ASSIGNMENTS CALE: N.T.S. ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 5 11 at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 TO X9 ALPHA ALARM PORT O U w z z 0 U rn X m w J a Y 0. z O' PRE—INSTALLED RED TEMP ALARMS BLK JUMPER'D TOGETHER AND RED ROUTED TO I BILK 1/0 EXTENSION BOARD BY ARGUS NA NA NA NA _j NA NOTES FOR TE20B INTRUSION ALARM: 1. DISCONNECT WIRE #22 FROM N.O. (OPEN) TERMINAL OF SW5 & CONNECT TO MALE 0.25" QUICK CONNECT (RED WIRE) FROM TE20B DOOR INTRUSION ALARM CABLE. USE PROVIDED FEMALE 0.25" QUICK CONNECT 2. NOW CONNECT THE BLACK WIRE FROM THE TE20B DOOR INTRUSION ALARM CABLE TO THE N.O. RED INTRUSION (PRE -WIRED IN 24V) RED (EAC #1, TEXT ID #1) TEMP PRE -WIRED IN 24V) WHT (EAC ORE ID #2) BLU) (EAC 3Y TECX7 ID #21) NA COMM POWER FAIL BY GC) ((EAC #}}5, TEXT ID ##II ) RECT .24VTE XT MAJOIID �6�PRE-WIRED IN 24V) EAC #7, TEXT ID7 ECT 24V - MINO PRE -WIRED IN 24V) BATTERY ACTIVE (PRE -WIRED IN 24V) (EAC #8, TEXT ID #18) NA NA NA NA INTRUSION ALARMS JUMPER'D TOGETHER NA BY ARGUS AND ROUTED TO PINS NA 13,14 NA lir m POWER COMPARTMENT HIGH/LOW TEMP AND BATTERY COMPARTMENT HIGH/LOW TEMP ALARMS REAR PANEL, BATT AND POWER BAY INTRUSION ALARMS N 5 a z w a 0 Lu 0 0 C C BATTERY CABINET LOW TEMP ALARM 0 0 WHT BLU o 1 0 BLU WHT o 2 0 WHT ORG o 3 0 ORG HT o 4 0 WHT GRN o 5 0 --"'WHT o 6 0 WHT BRN o 7 0 BRN WHT o 8 0 WHT SILT o 9 0 SLT WHT o 10 0 RED BLU o 11 0 BLU RED o 12 0 RED ORG �� ORG RED ---14� RED GRN �� ':- GRN RED -4-1-6 RED BRN o 17 BRN RED -/- 8 RED 'SL o 19 0 SLT RED o 20 0 BLK BLU l BLU BLK =422 BLK ORG 3 ORG BLK 4 X25 �_227 BATTERY �28 RSLT �o 29o 30o 31 0 BLU EL o 32 0 YEL ORG o 33 0 ORG'EL o 34 0 YEL GRN o 35 0 GRN EL o 36 0 00 37�� 38�� 00 39�� 40�� 00 41 00 42�� 0 43 0 0 44 45 46 47 8/03/12 ISSUED FOR COHSTHUCTNkI 00 48� 0 0 49 50�� 0 0 0 NA NA NA NA _j NA NOTES FOR TE20B INTRUSION ALARM: 1. DISCONNECT WIRE #22 FROM N.O. (OPEN) TERMINAL OF SW5 & CONNECT TO MALE 0.25" QUICK CONNECT (RED WIRE) FROM TE20B DOOR INTRUSION ALARM CABLE. USE PROVIDED FEMALE 0.25" QUICK CONNECT 2. NOW CONNECT THE BLACK WIRE FROM THE TE20B DOOR INTRUSION ALARM CABLE TO THE N.O. RED INTRUSION (PRE -WIRED IN 24V) RED (EAC #1, TEXT ID #1) TEMP PRE -WIRED IN 24V) WHT (EAC ORE ID #2) BLU) (EAC 3Y TECX7 ID #21) NA COMM POWER FAIL BY GC) ((EAC #}}5, TEXT ID ##II ) RECT .24VTE XT MAJOIID �6�PRE-WIRED IN 24V) EAC #7, TEXT ID7 ECT 24V - MINO PRE -WIRED IN 24V) BATTERY ACTIVE (PRE -WIRED IN 24V) (EAC #8, TEXT ID #18) NA NA NA NA INTRUSION ALARMS JUMPER'D TOGETHER NA BY ARGUS AND ROUTED TO PINS NA 13,14 NA lir m POWER COMPARTMENT HIGH/LOW TEMP AND BATTERY COMPARTMENT HIGH/LOW TEMP ALARMS REAR PANEL, BATT AND POWER BAY INTRUSION ALARMS N 5 a z w a 0 Lu 0 0 C C BATTERY CABINET LOW TEMP ALARM r N•C- `COM ORG WHT NOTE 3 RED ED 22 RED BLU ALARM CABLE \ N_C_ INTRUSION BATTERY CABINET N.O. BACK F M ALARM HIGH TEMP ALARM COM BLU WHT TO 66—ALARM CABLE BLOCK BILK FROM COM TE20B S66M1-50 BATTERY CABINET POWER COMPARTMENT REAR LIFT-OFF ACCESS COM N.O. PANEL INTRUSION ALARM Qp 8/03/12 ISSUED FOR COHSTHUCTNkI QX/25/12 ISSUED FOR CONSTRUCTION ALF AIF, " NNC '\ / 5 p X/13/12 FOR DO—AF All yo' A © 10/28/11 ISSUED FOR CONSTRUC1gN ALF N ` 1 IW/19/11 ISSUED Fpt cow—u— D.P. QX/12/11 ISSUED FOR PERUMINARY RENEW C.P. OFC .PR CT NO OT/N/X cHM : AT&T MOBILITY d_{ QX/2)/08 ISSUED FOR CONSTRUCTION G„M 5 ” _.. • _ ELECTRICAL DETAILS, SYMBOLS Qi N/24/N ISSUED FOR CONSTRUCTION GHM AND ABBREVIATIONS QO N/27/X ISSUED FOR COI—RIXTION911L:l:, ..3, NO. DATE RENSIONS Br CHN F �...1 �i.ti f JOB NO. SITE N0. DRAWING NUMBER REV 24897 NYCENY1059 E-2 9 SCME: AS NOTFD DESIGNED 07': uF DRAWN BY: CP, KF 3 2 DFN=STV[160,021 DWG 22 x 34 D SIZE PSC= °30A U ° Y CONDUIT W/16 -1/C 8 AWG THHN OR THWN-2 30A 2L16L1 AND 1-1/C 10 AWG THHN OR THWN-2 v UPPER SHELF v RECTIFIERS 6-11 GREEN INSUL. GND, (FOR RECTIFIER) 2-1/C 10 AWG THHN OR THWN-2 2L2 6L2 m (NOTE 3) m 07 2-1/C 12 AWG THHN OR T WNC2 0 S/G EG & 1/C 12 AWG GND, (FOR GFCI) (NOTES 1 & 2) S/N D 00 � r NOTE N 30A 30A J 2 2 10 SL1 °30A U ° 1 30A 2L16L1 v UPPER SHELF v RECTIFIERS 6-11 2L2 6L2 m (NOTE 3) m 0 3QA 30A m 31_1 y 7L1 31_2 -0 71_2 30A 30A LOWER SHELF oRECTIFIERS 1-5 m4L1 8L1 I. -S F 0 4L2-0 0- 8L2 JUNCTION SEE DETAIL A (TYP) n 20A (HACR) 15A BOX FOR L HVAC SPLY RTN SPLY RTN C FOR AT&T PANELBOARD FOR O • • • • C o HVAC 120/240V AC 10, 3W OR • • • • GFCI 208/120V AC 30, 4W • • • • 0 u 5-15R GFCI SEE EQUIPMENT SINGLE -LINE DIAGRAM - FOR DC BREAKERS GND BAR ARGUS Te41 CABINET v l � I v n SHELF WIRING — COMPARTMENT 2 AWG – T - D LEFT SIDE RIGHT SIDE NOTES: , GK _ � o � J J SL1 - 1. UPPER POWER MODULE (SHELF) HAS (6) POSITIONS FOR RECTIFIERS. i_ to LOWER POWER MODULE (SHELF) HAS (5) POSITIONS FOR RECTIFIERS. o `" `� � 5L2 - u c INSTALL CONDUIT AND CONNECT WIRING TO RECTIFIER MODULE B POSITIONS 1 TO 8. THE QUANTITY OF ACTIVE RECTIFIERS SHALL BE - 1 L7 J J 4L1 - ; a o DETERMINED BY OTHERS. n 1n c� � m 3 -1 L2 41_2 - o E c 2. INSTALL ONE 30A CIRCUIT BREAKER FOR EACH RECTIFIER o 0 o TO BE INSTALLED. REFER TO PANEL SCHEDULE. UNTERMINATED WIRES 0 Z o °�° - 2L1 J F(a 3L1 - Z IN THE PANELBOARD SHALL BE CAPPED AND COILED. BREAKER > � w z n INTERRUPTING RATING SHALL MATCH PANELBOARD. i 2L2 3L2 - 3. SEE MWR/KITTING LIST FOR QUANTITY OF RECTIFIER MODULES TO BE r -GND---O PE DEPLOYED. c 4. THIS DETAIL IS APPLICABLE FOR EITHER A +24V OR -48V POWER PLANT. ,Q o. DETAILA TERMINAL BLOCK WIRING 3 (LOWER SHELF SHOWN -UPPER SHELF SIMILAR) Of AC SINGLE- LINE DIAGRAM o W/W/,2 -ED fOR CONS RUL pN A A NM Q06/25/12 ISSUED EOR CON5IRUCTION AlF Al NM UZ FOR ARGUS TE41 DC POWER PLANT 42 p D6/11/12 InDEa MR aDNSDpcipN uF uF � C 4s SCALE: N.T.S. 0 ,D/26/,i IMUED — MRMoN ur ur `S �—^"""'A � f ~ Uf R C Q5 OB/20/11 ISSUED FOR CONSRtUCipN C P MS �� , �1y JE E NO wag ORIENT BY THE SEA RESTAURANT �� AT&T MOBILITY NYCENY1059 / LI -1059 o SiNG WILLIAM F. COLLINS. AIA --i `r ARCHLE ITECTS. LLP NY7320 .'s''j 1 AA ACRAM US E-41 DC POWER PLANT – 10-1 TE('Ilhl )LlN'iV DRIVAT&T MOBILITYE SETAIIKET. \Y II]33 402D0 MAIN RD -- E void.. 631 89-9450 IAX 6319-e4w ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO. WiE RensloNs w CHK - – o SITE NO. DRAWING NUMBER REv 0 U PARAM US, NJ 07652, Naim DEspNED e:ur DRAwN R:ca. uF �2 NYCENY1059 E-3 9 ca, u 6 5 4 Z DFN=SN[160,02] DWG 22 X 34 D SIZE J PSC= COAX TO ANTENNAS - NOTES 3 & 4 (TYP FOR 6) AISG CABLE FOR RET CONTROL NOTES: 3, 4, 21 (TYP FOR 3) COAX JUMPERS NOTES 3, 4 2 COUNT, SINGLE MODE FIBER CABLE NOTES: 3, 4, 5, 11 (TYP FOR 6) 2/C DC CABLES NOTES: 3, 4, 5, 11, 13 (TYP FOR 6) 1" LFMC _ NOTES: 3, 4, 6 (NP FOR 6) ALARM CABLE NOTES: 3, 4, 5 (TYP FOR 3) 2" FLEXIBLE CONDUIT NOTES: 3, 4, 21 (TYP OF 3) (2) 2/C DC CABLES - NOTES: 3, 4, 5, 13 (TYP FOR 3) (2) 2 COUNT, SINGLE - MODE FIBER CABLE NOTES: 3, 4, 5 (TYP FOR 3) DIPLEXER DIPLEXER NOTES 3, 4 NOTES 3, 4 DIPLEXER DIPLEXER NOTES 3, 4 NOTES 3, 4 700 RRH AWS RRH 700 RRH AWS RRH NOTES NOTES NOTES NOTES 1, 2, 5 1, 2, 5 1, 2, 5 1, 2, 5 FIBER & POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) NOTES: 3, 4, 5, 17, 18 & 19 2 1/2" IMC CONDUIT (NOTE 15) (12) 1/C 12 AWG NOTES: 3, 4 (2) 4/0 CLASS B OR 1 2 1/2" IMC/RNC CONDUIT NOTES 3, 23 (TYP FOR 2) TO (2) 250A BREAKERS IN 24V DC _ POWER PLANT FIBER & POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) NOTES: 3, 4, 5, 17, 18 & 19 PULL BOX (AT DC2 H -FRAME) 15" x 6" x6" (MIN.) COAXIAL SURGE ARRESTORS NOTES 3&4 (NP FOR 6) DIPLEXER DIPLEXER NOTES 3, 4 NOTES 3, 4 700 RRH AWS RRH NOTES NOTES 1, 2, 5 1, 2, 5 -6 AWG J- ;,/ (NP FOR 6) � (NOTE 11) FIBER & POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) NOTES: 3, 4, 5, 17, 18 & 19 6 AWG (MIN.) (TYP FOR 3) FIBER MGMT TRAY DC SURGE SHELF NOTES: 3, 4, 14 6 AWG 48V DC BREAKER PANEL (1) 100A & (6) 15A BREAKERS NOTES: 3, 4, 8, 9 24V TO -48V CONVERTER W/ 2KW MODULES NOTES: 3, 4, 7 OUTDOOR CABINET SYSTEM DIAGRAM, TOWER SITE WITH OUTDOOR BASE BAND AND RHHs ON GROUND WILLIAM F. COLLINS. AIA A R C H I T E C T S, L L P 10-1 TECIIN t)L(X,Y DRIVE SETA UK ET. NY 11731 VOICE. 631 a 894450 FAX 631fi0-X459 1*1 9412 CABINET W/2 9926 (BBU) NOTES: 1, 2, 5 / (6) 2 COUNT, SINGLE MODE FIBER CABLE IN 2" FLEXIBLE CONDUIT/INTERDUCT W/ 1 1/2" REDUCER NOTES: 3, 4, 5, 6 6 AWG LTE BBU ' NOTES: 1, 2, 5 �6 AWG (2) 2 AWG NOTES: 1. FURNISHED BY OEM/AT&T. 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. 3. FURNISHED BY BECHTEL. 4. INSTALLED BY BECHTEL. 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. 6. OPEN END OF CONDUIT TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. 7. ARGUS 053-997-20-0000 DUAL FEED DC -DC CONVERTER WITH 012-526-20-040 2KW MODULES. 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED SEPARATELY. 9. BREAKERS TO BE TAGGED AND LOCKED OUT. 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN IN BECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 10A BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH SPECIAL CONNECTOR. 11. LEAVE COILED AND PROTECTED UNTIL TERMINATED. 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. 13. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. 14. DC SURGE PROTECTION SHELF SHALL BE RAYCAP DC6-48-60-RM. SEE DETAIL 1409A FOR INTERNAL WIRING DIAGRAM. 15. CONDUIT WHEN INSTALLED UNDERGROUND SHALL BE SCHEDULE 40 PVC. 16. DC POWER CABLES SHALL BE COPPER, CLASS B STRANDING TYPE RHH/RHW UL LISTED FOR 90-C DRY/7SC WET INSTALLATIONS UNLESS NOTED OTHERWISE. 17. FIBER AND POWER DISTRIBUTION BOX W/48V DC SURGE SHALL BE RAYCAP MODEL DC2-48-60-0-9E. 18. SEE DETAIL 1411 FOR INTERNAL WIRING DIAGRAM. 19. FIBER AND POWER DISTRIBUTION BOX IS �0 REQUIRED WHEN THE DC CABLE BETWEEN THE OUTDOOR CABINET AND RRH IS LESS THAN 50 FEET. 20. GROUNDING CABLES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90- DRY/ 75' WET INSTALLATION UNLESS NOTED OTHERWISE. 21. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. REFER TO RF DATA SHEET FOR APPLICABILITY. 22. TMAS MAY BE EITHER SINGLE UNITS (AS SHOWN) OR TWIN UNITS. 23. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO CONVERTER SHALL NOT EXCEED 44 FEET. 24. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL CABLE CONNECTION. 25. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. GPS ANTENNA & SURGE SUPPRESSORS NOTES: 3, 4, 24 COAX JUMP LTE ANTENNA WITH RET NOTES: 3, 4 (2) 1/C 1 AWG IN a 700 MHz AWS NOTES: 3, 4, 5, 6 [NOTES: LTE BBU LARM CABLE CL NOTES: 1, 2, 5 MODE FIBER CABLE 66 BLOCK SIAD NOTES: 1, 2, 5 COAX ----- - NOTE: 10 6 AWG LTE BBU ' NOTES: 1, 2, 5 �6 AWG (2) 2 AWG NOTES: 1. FURNISHED BY OEM/AT&T. 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. 3. FURNISHED BY BECHTEL. 4. INSTALLED BY BECHTEL. 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. 6. OPEN END OF CONDUIT TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. 7. ARGUS 053-997-20-0000 DUAL FEED DC -DC CONVERTER WITH 012-526-20-040 2KW MODULES. 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED SEPARATELY. 9. BREAKERS TO BE TAGGED AND LOCKED OUT. 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN IN BECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 10A BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH SPECIAL CONNECTOR. 11. LEAVE COILED AND PROTECTED UNTIL TERMINATED. 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. 13. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. 14. DC SURGE PROTECTION SHELF SHALL BE RAYCAP DC6-48-60-RM. SEE DETAIL 1409A FOR INTERNAL WIRING DIAGRAM. 15. CONDUIT WHEN INSTALLED UNDERGROUND SHALL BE SCHEDULE 40 PVC. 16. DC POWER CABLES SHALL BE COPPER, CLASS B STRANDING TYPE RHH/RHW UL LISTED FOR 90-C DRY/7SC WET INSTALLATIONS UNLESS NOTED OTHERWISE. 17. FIBER AND POWER DISTRIBUTION BOX W/48V DC SURGE SHALL BE RAYCAP MODEL DC2-48-60-0-9E. 18. SEE DETAIL 1411 FOR INTERNAL WIRING DIAGRAM. 19. FIBER AND POWER DISTRIBUTION BOX IS �0 REQUIRED WHEN THE DC CABLE BETWEEN THE OUTDOOR CABINET AND RRH IS LESS THAN 50 FEET. 20. GROUNDING CABLES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90- DRY/ 75' WET INSTALLATION UNLESS NOTED OTHERWISE. 21. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. REFER TO RF DATA SHEET FOR APPLICABILITY. 22. TMAS MAY BE EITHER SINGLE UNITS (AS SHOWN) OR TWIN UNITS. 23. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO CONVERTER SHALL NOT EXCEED 44 FEET. 24. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL CABLE CONNECTION. 25. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. GPS ANTENNA & SURGE SUPPRESSORS NOTES: 3, 4, 24 COAX JUMP LTE ANTENNA WITH RET NOTES: 3, 4 (2) 1/C 1 AWG IN 1 1/2" LFMC CONDUIT I NOTES:AISG 3, 4, 21 (TYP FOR 3) 700 TMA NOTES: 3, 4, 5, 6 [NOTES: NOTES LARM CABLE 2 COUNT, SINGLE 3, 4, 22 1, 2, 5 MODE FIBER CABLE 66 BLOCK SIAD NOTES: 1, 2, 5 COAX ----- - NOTE: 10 (TYP FOR 2) JUMPER NOTES: 3, 4 �1" LFNC CONDUIT ---� ALARM CABLES (W/ PULL STRING) NOTES: 3, 4, 25 NOTES: 3, 4, 6 BY OTHERS L 6 AWG NETWORK INTERFACE DEVICE CHASSIS GND (VARIES BY MARKET) 2 AWG NOTE: 12 ORIENT BY THE SEA RESTAURANT NYCENY1059 /1-1-1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 5 2 AWG Z±� W/M/Iz 1 ISSUED FOR CONSIRUOTION Q%/25/12 ISSUED FOR CONSTRUCTroN Z! W/I3/12 -ED FOR CONSTRUCTN)N Q10/Z9/I1 ISSUED FOR OONSTRUCTN)N QW/]II/11 ISSUED FOR CONSTRUCTION at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE NO. DATE REVISIONS PARAMUS, NJ 07652 salE. M No oEs cNEo B:A 4 Ai 3 AWS TMA NOTES 3, 4, 22 DRAWN W CP, µF 2 LTE ANTENNA WITH RET NOTES: 3, 4 LTE ANTENNA WITH RET NOTES: 3, 4 700 700 TMA AWS TMA TMA ANOTESA NOTES 3 NOTES 2T 3, 4, 22 3, 4, 22 3 y}f Fes' PRAECT Al ;0* 78 AT&T MOBILITY ! SYSXEM B AGRAM, TOWER SITE WITH OUTDOOR p E BAND AND RRHs ON GROUND -!"'J 0. 1 SITE N0. DRAWING NUMBER I _ 4897 NYCENY1059 E-4 4 DFN=SN[160,02] .DWG 22 z 34 D PSC= D C F L ALCATEL-LUCENT CABINET W/ 9926 (BBU) 9412 BB TYPE 2 (2) 1/C 1 AWG POWER CABLES 2 AWG 48V DC + INPUT - GND TO GROUND ALCATEL-LUCENT 06/25/12 9926 (BBU) 48V DC + B AWS/700 INPUT ISSUED FOR CONSIRU " s:2 ALARM JACKS INSTALL (2) (N) FIBER PORTS 2/C 10 AWG GND 1 2 3 GR T1 RJ45 POWER CABLES ❑❑❑❑ JACKS (4) 1/C AWG POWER CABLES 4/0 I+ I+ I t I+ I t I+ N NO O (n fn 00 Nf/1 00 3 3 0 0 3 3 0 0 3 3 0 0 a a __1 n a a n n a+ n n I I I I I I I I I I I I a< Q Q m m m m U U U U F��+ E�]F_P+ EHIFF DC SURGE SHELF RAYCAP DC6-48-60-0-1B-01 mE"mm�m 2 AWG TO RACK GROUND BAR }— (12) 1/C 12 AWG POWER CABLES +24V INPUT +24V INPUT 24V TO -48V CONVERTER FEED A FEED B NOTE 3 WITH INTEGRAL -48V BREAKER PANEL (NOTE 3) (NOTE 2) FACTORY WIRING WILLIAM F. COLLINS. AIA A R C H I T E C T S. L L P 141 TE(IIN0L00YDRIVE SFTAUKET_NY 11731 VOICF fit 1fi89-11450 FAX 631 fi99.8459 6 1 ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 6 0 06/25/12 AWS \J Z I I +GND 0/4/ ISSUED FOR CONSIRU " s:2 U OV (NOTE 4) -GND I/P (NOTE 3) INSTALL (2) (N) 2/C 10 AWG 0 a m 0 POWER CABLES 250A BREAKERS a w (6 TYP) o z U m 2/0 AWG -� 6 AWG c� o o o Ei (NOTE 10) (NOTE 5) + - a 24V -AWS+ �A_AWS- FIBER & POWER TO (+)� + NOTE#wTO GROUND GROUND A-700+ + 48V SURGE PROTECTION 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY A-700- _ RAYCAP DC2 PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF ADHESIVE, WRAPPED _ OV _ 6 AWG LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY TO BAND AND POLARITY; I.E. "A -AWS+". 2/C POWER CABLES 6 AWG 2. INSTALL IN AUXILIARY EQUIPMENT CABINET (6 TYP) (NOTE 6) 3. CABLE TERMINALS FOR +24V INPUT FEED A, FEED B AND REFERENCE SECTOR B GROUND SHALL BE 2 -HOLE: 3/8" ON 1" CENTER. PART OF DC POWER PLANT 4. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK-TO-BACK ON OPPOSITE SIDES OF PAD USING 1 -HOLE 3/8" TERMINALS. 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2 -HOLE, 1/4" ON 5/8" U CENTER. 6. SEE DETAIL 1408 FOR CABLE SIZES. a 7. SEE DETAIL 1411 FOR INTERNAL WIRING DIAGRAM. Ir o 8. FIBER AND POWER DISTRIBUTION BOX IS bM REQUIRED WHEN THE DC CABLE BETWEEN THE DC POWER CABINET AND RRH IS LESS THAN 6'-6". 9. SEE DETAIL 1409A FOR INTERNAL WIRING DIAGRAM. o a w 10. USE DETAIL 1424 FOR CONVERTER WIRING DIAGRAM. z U m 11. DC POWER CABLES SHALL BE UL LISTED RHH/RHW RATED AT 90-C DRY/75-C WET INSTALLATIONS. WIRING DIAGRAM, OUTDOOR 12. AC POWER AND GROUND CABLES SHALL BE UL LISTED. THHN/THHW RATED + - B -AWS+ AT 90•C DRY/75C WET INSTALLATIONS. BASE BAND AND RRHs ON GROUNn_ nc/nr- ('-nNVFRTFR WILLIAM F. COLLINS. AIA A R C H I T E C T S. L L P 141 TE(IIN0L00YDRIVE SFTAUKET_NY 11731 VOICF fit 1fi89-11450 FAX 631 fi99.8459 6 1 ORIENT BY THE SEA RESTAURANT NYCENY1059 / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 6 0 at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 FIBER & POWER DISTRIBUTION WITH 48V SURGE PROTECTION RAYCAP DC2 (NOTES 7 & 8) 08/0/12 ISSUED FOR CONSTRUCTION 06/25/12 AWS 700 ISSUED FOR SECTOR A SECTOR A ISSUED FOR CONSIRU " s:2 U a a 2/C 10 AWG 0 a m 0 POWER CABLES w a w (6 TYP) o z U m o z U m c� o o o Ei + - a + - o -AWS+ �A_AWS- FIBER & POWER + DISTRIBUTION + WITH A-700+ + 48V SURGE PROTECTION + A-700- _ RAYCAP DC2 (NOTES 7 & 8) _ _ 6 AWG —_ 6 AWG TO TO 2/C POWER CABLES 6 AWG GROUND GROUND (6 TYP) (NOTE 6) AWS 700 SECTOR B SECTOR B TO GROUND U U rL a Ir o 0: o o a w o a w z U m z U m + - + - B -AWS+ FIBER &POWER B -AWS- + DISTRIBUTION + - W ITH - B-700+ + 48V SURGE PROTECTION + B-700- _ RAYCAP DC2 _ (NOTES 7 & 8) _ 6 AWG 6 AWG TO _ TO ,c�6 AWG GROUND GROUND I AWS 700 TO SECTOR C SECTOR C GROUND U U a w o it0 o Lu 0 o m 0 o m at&t AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 FIBER & POWER DISTRIBUTION WITH 48V SURGE PROTECTION RAYCAP DC2 (NOTES 7 & 8) 08/0/12 ISSUED FOR CONSTRUCTION 06/25/12 ISSUED FOR -U- (011/13/12 ISSUED FOR --l-ISSUED FOR CONSTRUCTION ./20/11 ISSUED FOR CONSIRU " OATS I -SIONS AS NOTED DESIGNED 1 Y AFF �j, 6 AWG I TO GROUND DRAWN RY: CP, IIF 2 C B I _ 6 AWG _ 6 AWG TO TO GROUND GROUND 1 EA, � A `few+ ' 7— P J T ■ AT&T MOBILITY a'y i G DIAGRAM, OUTDOOR BASE BAND AN RHs ON GROUND DC/DC CONVERTER SITE NO. DRAWING NUMBER REV `.�z:� 897 NYCENY1059 E-5 9 cP, a DFN=STV[160.021 DWG 22 X 34 D SIZE RSc= GROUND ROD, TYP. E-3 s U I N c 1 -or, ._._.—._._._. r - 00 �otxxu ,OJ I=fii3YP N 1 1 C 0 U c 0 a I E I �, �—— - —- —'— L N O 0 0 NEW SUPPLEMENTARY o GROUND CABLE 2/0 AWG NEW COPPER s GROUND BAR, TYP. — 0 01— cQ a C.' o'rn NOTE: 0• 1•_4" z._8,. 5,_4. r IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE. 3�ts••_1•_s 03 z C Q oz € EQUIPMENT GROUNDING PLAN a � c os a� WILLIAM F. COLLINS. AIA E ARCH] T E C T S. L L P E IO -I TE('I IT)LtI(;Y DRIVE SETAUKET- VV 1 J73 U E VIJIC fii lfift9-N45U IAX. AiIfiRY-N4',9 a7 0 0] U NEW SUPPLEMENTARY GROUND CABLE 2/0 AWG, _4 ------ _— — GROUNDING NOTES: CAUTION!: AT ALL SITES THE CONTRACTOR MUST VERIFY THAT THE SYSTEM IS EFFECTIVELY GROUNDED AND MEETS THE NEC ARTICLE 250 REQUIREMENTS AND ACCEPTABLE TO THE LOCAL INSPECTOR/ AUTHORITY. NEC ARTICLE 250-84 SPECIFIES GROUNDING RESISTANCE OF 25 OHMS OR LESS FOR THE GROUNDING SYSTEM. THE PROJECT REQUIREMENT IS FIVE (5) OHMS. NOTE: 1. ALL METALLIC OBJECTS LOCATED WITHIN 6'-0" OF GROUND RING SHALL BE BONDED TO THE GROUND RING. 2. PROVIDE STRAIN RELIEF AND PROTECTION FROM SHARP MATERIAL FOR INDIVIDUAL CABLES. PROVIDE #6 GROUND CONDUCTORS WITH TWO -HOLE CONNECTORS TO CABLE RACK SECTIONS TOGETHER. I J NEW #2 AWG SOLID, TINNED, BCW BURIED GROUND RING, TYP. NEW AT&T EQUIPMENT CABINETS, TYP. GROUNDING NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCEWITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2, ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3, THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81 FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 4, METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5, EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6, APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 7. SURFACES TO BE CONNECTED TO GROUND CONDUCTORS SHALL BE CLEANED TO A BRIGHT SURFACE AT ALL CONNECTIONS. 8. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION CONNECTORS WHICH ARE THEN BOLTED TO EQUIPMENT USING STAINLESS STEEL HARDWARE. INSTALLATION TORQUE SHALL BE PER MANUFACTURE'S REQUIREMENT. 9. ALL CABLE TRAYS SHALL BE BONDED TO THE EXISTING BURIED GROUND ELECTRODE SYSTEM WITH A SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER WIRE. U( GROUNDCOAX GROUND COAX GROUND BAR AT BAR AT BAR AT 118 119 121 :CTR "C" SECTO "B" SECTO "A -4 E-4 -4 NP. TYP. NP. - 1 GROUND ROD -4 TO EQUIPMENT E33 NP. GROUND RING TO MONOPOLE COAX GROUND \� \� GROUND RING BAR TYP. NP. #6 AWG MASTER 0 0 0 o GROUND BAR CONDUIT FOR COAX - CABLES SPAN UMTS UMTS 24 VD BATT BATTPL ALL GROUND WIRES GND&TELCO RRH RRH RRH ARE #2 AWG GREEN CONDUIT BON NOTE' INSULATED, TINNED 6 AWG 801 ALL GROUND WIRES ARE #2 UNLESS NOTED A-6 AWG GREEN INSULATED, MISC. METAL NEW E911 TINNED UNLESS NOTED OTHERWISE. OBJECTS T1 SURGE GPS UNIT OTHERWISE.NEW LTE SUPPRESSO 1s GPS UN #6 AWG TM INSPECTION HAND HOLE ASSEMBLY - GRADE /_ GRADE z PROTECT THREADED AREA FROM DAMAGE DURING h AND AFTER INSTALLATION. CADWELD GROUND RING #2 AWG GROUND ROD COPPERWELD 5/8"0 X 10'-0" LONG DETAIL @ GROUND ROD 3 SCALE: N.T.S. CABLE TO ROD CAD WELDED NOTE: INSPECTION HAND HOLE MAY BE PRE CAST CONCRETE OR PVC AND SHALL BE A MINIMUM OF 12" I.D.X36" DEEP. # 2 AWG SOLID TINNED BCW TEST LOOP CAD -WELDED TO EGR. CLEAN SAND FILL RING #2 AWG SOLID TINNED BCW GROUND CAST IRON FLANGE AND COVER WITH WORD 'GROUND' CAST INTO COVER. /A\ GROUND ROD TEST WELL \ 4 / SCALE: 1-1/2' = 1'-0' 5 w J Dr CHK CR. ,q CIN GROUND ROD COPPER WELD 5/8" X 10'-0" LONG AT&T MOBILITY TELCO, ELEC, GROUNDING PLAN AND DETAILS SITE N0.DRAWING NUMBER NYCENY1059 E-6 OFN=SN[160,021 .DWG 22 X D C i A cP. M PSC= . . NORTH n TYP. GROUNDING SCHEMATIC METER BANK Q9 Q CB/0]/12 05/23/12 ISSUED FOR CONSTRUCTION ISSUED FOR CONVRUCTION o 05/13/12 I—ED FOR CO- ON ` SCALE: N.T.S. 10/25/11 ISSUED FOR CON—ON QW/20/11 ISSUED FOR —RUCTION ORIENT BY THE SEA RESTAURANT�� / LI -1059 NY7320 40200 MAIN RD ORIENT POINT, N.Y. 11957 AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 QI 09/12/11 ISSUED FOR M- 11— REN E" p 07/29/09 IADED FDR -_u__NYCENY1059 p 05/27/De ISSUED FOR CONSTRUCRON p «/29/59 ISSUED FOR CONSTRUCTION Qo 5/21/05 -M FOR CONSTRUCTKR, NO. WE RENSIONS SCALE: AS NOTED DESIGNED Bv. ALF 5 w J Dr CHK CR. ,q CIN GROUND ROD COPPER WELD 5/8" X 10'-0" LONG AT&T MOBILITY TELCO, ELEC, GROUNDING PLAN AND DETAILS SITE N0.DRAWING NUMBER NYCENY1059 E-6 OFN=SN[160,021 .DWG 22 X D C i A cP. M PSC= . . #6 AWG STRANDED Cu EACH GROUND CONDUCTOR TERMINATINC ON ANY GROUND RAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. SECTION "P" - SURGE PROTECTORS CABLE ENTRY PORTS (HATCH PLATES) (#2) GENERATOR FRAMEWORK (IF AVAILABLE) (#2) TELCO GROUND BAR (#2) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) +24V POWER SUPPLY RETURN BAR (#2) -48V POWER SUPPLY RETURN BAR (#2) RECTIFIER FRAMES. GROUNDING IINIMUMON ALLOWED OO 0 0 0 0 OO OO OO O COAX SUPPRESSION L CABLE DOUBLE CRIMP SECTION "A - R ABSORBERS WITHIN THE J ON IINTERIOR GROUND RING COMPRESSION CONNECT + (#2) o TERMINAL, TYP.INTERIOR 2 3 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) o EXOTHERMIC WEL ANGLE' THE LOWEST POINT ONTHETE WBAR ELD GROUND RING METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) ELEVATION SECTION (WELDING PROHIBITED BUILDING STEEL (IF AVAILABLE) (#2) o ON ROOFTOPS) C2 AWG OPPER SOLIDGROUBARE CONTINNED DUCTOR. 1 2 O SECTION "i - ISOLATED GROUND ONE a 0 ALL COMMUNICATIONS EQUIPMENT FRAMES. EXOTHERMIC WELD TO BURIED GROUND ISOLATED GROUND BAR - IGB (#2) NOTES: RING AND GROUND BAR ® P D A 13" DETAIL NOTES: 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 4 EXOTHERMIC E 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 13" 1 WELD 10 EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO U �° GROUND BAR. ROUE CONDUCTOR TO BURIED GROUND RING AND PROVIDE N PARALLEL EXOTHERMIC WELD. TY: N GROUND BAR CONNECTION DETAIL�I!NSTTA�LL�ATION OF GROUND WIRE TO COAX CABLE GROUND BAR 1\61-F GB REFERENCE- GROUND BAR DETAIL 2O USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SCALE: N,Ts. #\b\ 1 1 SECTION AND LABEL EACH SECTION ("P", "A"", "P) WITH 1" HIGH LETTERS. � SCALE: N.T,S, c ° TO TRANSMIT ° TO TOWER MOUNTED ANTENNA ONL1Y FOR REQUIREDPER 1/8.0 o AMPLIFIER UNITS (TMA) COAX OR FOR / MONOPOLE ` COPPER BONDING CONDUCTOR (WHEN REQUIRED) AND EASE OF E CONNECTION (TYP.) TO ANTENNA GROUND BAR (CIGBE) o TOPOFA RECEVEAN ENAMONOPOLE SEE DETAIL 118 BONDING BUSHING LUG TX CONNECTOR SEE NOTE 1. v_ WEATHERPROOFING KIT LUG (TMP.) RX1/RX2 RX1/RX2 n BONDING BUSHING ANTENNA CABLE 12" TO 24" WEATHERPROOFING 3 . T & B KIT (TMSTANDARD 4- P/N BG80X OR P.) GROUND KIT (TYP.) P/N APPROVED EQUAL) I STANDARD GROUND LUG '- NOTGROUND KIT E: X SUBSTITUTED FOR LUG WEATHERPROOFING KIT CONDUIT SIZE CONDUCTOR (TMP.) (SEE 6 AWG STRANDED Cu ' SCREW (SEE NOTE 3) I I I NOTE) WIRE WITH GREEN, 60OV, BONDING BUSHING CABLE GROUND KIT I ANTENNA THWN INSULATION (TYP) ANTE NA GROUND CABLE BAR CIGBE) SET SCREW #6 AWG STRANDED Cu WIRE WITH TO BTS COAX CABLE BOTT M OF MONOPOLE GREEN, 60OV, THWN INSULATIONSEE NOTE (GROUNDED TO GROUND BAR) (SEE I I (TMP') (TMP. FOR ALL) SEE DETAIL118 B BUG DING NOTES t & 2) CIGBE (GROUND BAR), TO ENTRYPORTEXOTHERMIC WELD DETAIL 118 MOUNTED VIA TRAY SCREW NEAR/BELOW ANTENNA CEBR DGE R 2 AWG Cu SOLID BARE METALLIC CONDUIT TINNED COPPER WIRE (RGS, IMC, EMT, FLEX) SOLID GBCW TINNED #6 AWG STRANDED Cu ° DIRECTIONS: FROM TMA WIRE WITH GREENGROUND RING , MONOPOLE PIER 1. MOUNT BONDING BUSHING ONTO CONDUIT NOTES: (WHEN REQUIRED) 600V,THWN INSULATION w 2. TIGHTEN BOND BUSHING SET SCREW 3. INSERT COPPER CONDUCTOR INTO LUG 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS EXOTHERMIC 2 AWG BCW SOLID 4. TIGHTEN LUG CONDUCTOR SCREW TM DIRECT GROUND WIRE DOWN TO GROUND BAR. #2 AWG Cu STRANDED WELD (P. WIRE WITH GREEN, 60OV, TINNED EXOTHERMIC WELD TO MONOPOLE 5. TIGHTEN BONDING LUG SCREW 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS THWN INSULATION BONDED BASE PLATE Q SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TO TOWER STEEL OR - _ NOTE: BONDING BUSHING, SET SCREW, LUG, OTE: DO NOT INSTALL CABLE GROUND MONOPOLE LUG SCREW, COND. LUG SCREW, SHOWN KIT AT A BEND AND ALWAYS DIRECT AS COMPLETE UNIT. 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS GROUND WIRE DOWN TO CIGBE. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) NOTE: ,,GROUND WIRE TO GROUND BAR CONNECTION 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, Q 2SCALE: N,Ts' ANTENNA LOCATION AND CONNECTION CD0 m/0/12 ISSUED FOR cONsmu DN a Ar NN ORIENTATION. PROVIDE AS REQUIRED. Q06/25/12 ISSUED FOR CONSR KTION AU' ALF NN CONDUIT BOND / GROUND BUSHING DETAIL .,, CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE o M/13/12 I -ED FOR �N�N�DN NN �M, BLE GROUNDING -MONOPOLE A GV SCALE. N.T.S. G /� \ / SCALE: N.T,S, Q 10/28/11 ISSUED FOR CONSTRUCTNIN W µ)= - \V/ Q 08/211/11 ISSUED FOR CONSTRUCTION CP. DER C QI 08/12/11 ISSUED FOR PERVYIN— "M C P. - OJ T NO AT&T MOBILITY ORIENT BY THE SEA RESTAURANT �� p D]/26/D6 IssuED FDR DDNSRUC110N DNN «' v 78 NYCENY1059 LI-1059ie a WILLIAM F. COLLINS. AIA � Al as/n/D6 IssuED FOR LONSIRUCTION c A R C H I T E C T S, L L P NY7320 p2X/27/06 /D� ISSUED OR CONS RUC qN GHN-Al 4 j� GROUNDING DETAILS E AT&T MOBILITY QO ISSUED i0R CONSTRUCTIONE IU -1 TE('11T()Lt)(il'DRIVE SETAUKET. VY II]}; 4O2o0 MAIN RD E volr1 1366N9 -N450 Fnx. 631b8N845N ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO.E REVISIONS ar R. NO. SITE NO. DRAWING NUMBER REV ° PARAMOS, NJ 07652 souE: AS NOTED DEscNED E A DRAWN a:cP, A \/' 897NYCENY1059 E-7 9 w. u 6 5 4 3 2 r ~- DFN=STVLI6O,02] DWG 22 x 34 D SIZE a `".,✓': PSC= LOCKWASHER, STAINLESS STEEL HARDWARE TMP- FLAT WASHER, TYP. x 1-1/2" WIRE WITH GREEN, 600V, THWN INSULATION PART NO. DESCRIPTION O1 1 1/47x4"00" SOLID GND. BAR O2 2 A-6056 WALL MTG. BRKT. O3 2 3061-4 INSULATORS s °GROUND 4 �3/8" HEX BOLT BAR OS 4 3015-8 5/8 LOCKWASHER m TWO HOLE ON WALL, FLOOR COPPER NUT, TMP. COMPRESSION 119 OR ON ANTENNA TOWER a TERMINAL GROUND BAR E_� iu n 0 C-4EXPOSED BARE 00 COPPER TO BE KEPT 0000 O O 0 N o CAB TO ABSOLUTE EACH GROUND CONDUCTOR TERMINATINC ON ANY GROUND RAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. SECTION "P" - SURGE PROTECTORS CABLE ENTRY PORTS (HATCH PLATES) (#2) GENERATOR FRAMEWORK (IF AVAILABLE) (#2) TELCO GROUND BAR (#2) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) +24V POWER SUPPLY RETURN BAR (#2) -48V POWER SUPPLY RETURN BAR (#2) RECTIFIER FRAMES. GROUNDING IINIMUMON ALLOWED OO 0 0 0 0 OO OO OO O COAX SUPPRESSION L CABLE DOUBLE CRIMP SECTION "A - R ABSORBERS WITHIN THE J ON IINTERIOR GROUND RING COMPRESSION CONNECT + (#2) o TERMINAL, TYP.INTERIOR 2 3 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) o EXOTHERMIC WEL ANGLE' THE LOWEST POINT ONTHETE WBAR ELD GROUND RING METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) ELEVATION SECTION (WELDING PROHIBITED BUILDING STEEL (IF AVAILABLE) (#2) o ON ROOFTOPS) C2 AWG OPPER SOLIDGROUBARE CONTINNED DUCTOR. 1 2 O SECTION "i - ISOLATED GROUND ONE a 0 ALL COMMUNICATIONS EQUIPMENT FRAMES. EXOTHERMIC WELD TO BURIED GROUND ISOLATED GROUND BAR - IGB (#2) NOTES: RING AND GROUND BAR ® P D A 13" DETAIL NOTES: 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 4 EXOTHERMIC E 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 13" 1 WELD 10 EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO U �° GROUND BAR. ROUE CONDUCTOR TO BURIED GROUND RING AND PROVIDE N PARALLEL EXOTHERMIC WELD. TY: N GROUND BAR CONNECTION DETAIL�I!NSTTA�LL�ATION OF GROUND WIRE TO COAX CABLE GROUND BAR 1\61-F GB REFERENCE- GROUND BAR DETAIL 2O USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SCALE: N,Ts. #\b\ 1 1 SECTION AND LABEL EACH SECTION ("P", "A"", "P) WITH 1" HIGH LETTERS. � SCALE: N.T,S, c ° TO TRANSMIT ° TO TOWER MOUNTED ANTENNA ONL1Y FOR REQUIREDPER 1/8.0 o AMPLIFIER UNITS (TMA) COAX OR FOR / MONOPOLE ` COPPER BONDING CONDUCTOR (WHEN REQUIRED) AND EASE OF E CONNECTION (TYP.) TO ANTENNA GROUND BAR (CIGBE) o TOPOFA RECEVEAN ENAMONOPOLE SEE DETAIL 118 BONDING BUSHING LUG TX CONNECTOR SEE NOTE 1. v_ WEATHERPROOFING KIT LUG (TMP.) RX1/RX2 RX1/RX2 n BONDING BUSHING ANTENNA CABLE 12" TO 24" WEATHERPROOFING 3 . T & B KIT (TMSTANDARD 4- P/N BG80X OR P.) GROUND KIT (TYP.) P/N APPROVED EQUAL) I STANDARD GROUND LUG '- NOTGROUND KIT E: X SUBSTITUTED FOR LUG WEATHERPROOFING KIT CONDUIT SIZE CONDUCTOR (TMP.) (SEE 6 AWG STRANDED Cu ' SCREW (SEE NOTE 3) I I I NOTE) WIRE WITH GREEN, 60OV, BONDING BUSHING CABLE GROUND KIT I ANTENNA THWN INSULATION (TYP) ANTE NA GROUND CABLE BAR CIGBE) SET SCREW #6 AWG STRANDED Cu WIRE WITH TO BTS COAX CABLE BOTT M OF MONOPOLE GREEN, 60OV, THWN INSULATIONSEE NOTE (GROUNDED TO GROUND BAR) (SEE I I (TMP') (TMP. FOR ALL) SEE DETAIL118 B BUG DING NOTES t & 2) CIGBE (GROUND BAR), TO ENTRYPORTEXOTHERMIC WELD DETAIL 118 MOUNTED VIA TRAY SCREW NEAR/BELOW ANTENNA CEBR DGE R 2 AWG Cu SOLID BARE METALLIC CONDUIT TINNED COPPER WIRE (RGS, IMC, EMT, FLEX) SOLID GBCW TINNED #6 AWG STRANDED Cu ° DIRECTIONS: FROM TMA WIRE WITH GREENGROUND RING , MONOPOLE PIER 1. MOUNT BONDING BUSHING ONTO CONDUIT NOTES: (WHEN REQUIRED) 600V,THWN INSULATION w 2. TIGHTEN BOND BUSHING SET SCREW 3. INSERT COPPER CONDUCTOR INTO LUG 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS EXOTHERMIC 2 AWG BCW SOLID 4. TIGHTEN LUG CONDUCTOR SCREW TM DIRECT GROUND WIRE DOWN TO GROUND BAR. #2 AWG Cu STRANDED WELD (P. WIRE WITH GREEN, 60OV, TINNED EXOTHERMIC WELD TO MONOPOLE 5. TIGHTEN BONDING LUG SCREW 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS THWN INSULATION BONDED BASE PLATE Q SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TO TOWER STEEL OR - _ NOTE: BONDING BUSHING, SET SCREW, LUG, OTE: DO NOT INSTALL CABLE GROUND MONOPOLE LUG SCREW, COND. LUG SCREW, SHOWN KIT AT A BEND AND ALWAYS DIRECT AS COMPLETE UNIT. 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS GROUND WIRE DOWN TO CIGBE. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) NOTE: ,,GROUND WIRE TO GROUND BAR CONNECTION 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, Q 2SCALE: N,Ts' ANTENNA LOCATION AND CONNECTION CD0 m/0/12 ISSUED FOR cONsmu DN a Ar NN ORIENTATION. PROVIDE AS REQUIRED. Q06/25/12 ISSUED FOR CONSR KTION AU' ALF NN CONDUIT BOND / GROUND BUSHING DETAIL .,, CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE o M/13/12 I -ED FOR �N�N�DN NN �M, BLE GROUNDING -MONOPOLE A GV SCALE. N.T.S. G /� \ / SCALE: N.T,S, Q 10/28/11 ISSUED FOR CONSTRUCTNIN W µ)= - \V/ Q 08/211/11 ISSUED FOR CONSTRUCTION CP. DER C QI 08/12/11 ISSUED FOR PERVYIN— "M C P. - OJ T NO AT&T MOBILITY ORIENT BY THE SEA RESTAURANT �� p D]/26/D6 IssuED FDR DDNSRUC110N DNN «' v 78 NYCENY1059 LI-1059ie a WILLIAM F. COLLINS. AIA � Al as/n/D6 IssuED FOR LONSIRUCTION c A R C H I T E C T S, L L P NY7320 p2X/27/06 /D� ISSUED OR CONS RUC qN GHN-Al 4 j� GROUNDING DETAILS E AT&T MOBILITY QO ISSUED i0R CONSTRUCTIONE IU -1 TE('11T()Lt)(il'DRIVE SETAUKET. VY II]}; 4O2o0 MAIN RD E volr1 1366N9 -N450 Fnx. 631b8N845N ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO.E REVISIONS ar R. NO. SITE NO. DRAWING NUMBER REV ° PARAMOS, NJ 07652 souE: AS NOTED DEscNED E A DRAWN a:cP, A \/' 897NYCENY1059 E-7 9 w. u 6 5 4 3 2 r ~- DFN=STVLI6O,02] DWG 22 x 34 D SIZE a `".,✓': PSC= NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO. REQ. PART NO. DESCRIPTION O1 1 1/47x4"00" SOLID GND. BAR O2 2 A-6056 WALL MTG. BRKT. O3 2 3061-4 INSULATORS ® 4 3012-1 5/8"-11x1" H.H.C.S. OS 4 3015-8 5/8 LOCKWASHER EACH GROUND CONDUCTOR TERMINATINC ON ANY GROUND RAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. SECTION "P" - SURGE PROTECTORS CABLE ENTRY PORTS (HATCH PLATES) (#2) GENERATOR FRAMEWORK (IF AVAILABLE) (#2) TELCO GROUND BAR (#2) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) +24V POWER SUPPLY RETURN BAR (#2) -48V POWER SUPPLY RETURN BAR (#2) RECTIFIER FRAMES. GROUNDING IINIMUMON ALLOWED OO 0 0 0 0 OO OO OO O COAX SUPPRESSION L CABLE DOUBLE CRIMP SECTION "A - R ABSORBERS WITHIN THE J ON IINTERIOR GROUND RING COMPRESSION CONNECT + (#2) o TERMINAL, TYP.INTERIOR 2 3 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) o EXOTHERMIC WEL ANGLE' THE LOWEST POINT ONTHETE WBAR ELD GROUND RING METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) ELEVATION SECTION (WELDING PROHIBITED BUILDING STEEL (IF AVAILABLE) (#2) o ON ROOFTOPS) C2 AWG OPPER SOLIDGROUBARE CONTINNED DUCTOR. 1 2 O SECTION "i - ISOLATED GROUND ONE a 0 ALL COMMUNICATIONS EQUIPMENT FRAMES. EXOTHERMIC WELD TO BURIED GROUND ISOLATED GROUND BAR - IGB (#2) NOTES: RING AND GROUND BAR ® P D A 13" DETAIL NOTES: 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 4 EXOTHERMIC E 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 13" 1 WELD 10 EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO U �° GROUND BAR. ROUE CONDUCTOR TO BURIED GROUND RING AND PROVIDE N PARALLEL EXOTHERMIC WELD. TY: N GROUND BAR CONNECTION DETAIL�I!NSTTA�LL�ATION OF GROUND WIRE TO COAX CABLE GROUND BAR 1\61-F GB REFERENCE- GROUND BAR DETAIL 2O USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SCALE: N,Ts. #\b\ 1 1 SECTION AND LABEL EACH SECTION ("P", "A"", "P) WITH 1" HIGH LETTERS. � SCALE: N.T,S, c ° TO TRANSMIT ° TO TOWER MOUNTED ANTENNA ONL1Y FOR REQUIREDPER 1/8.0 o AMPLIFIER UNITS (TMA) COAX OR FOR / MONOPOLE ` COPPER BONDING CONDUCTOR (WHEN REQUIRED) AND EASE OF E CONNECTION (TYP.) TO ANTENNA GROUND BAR (CIGBE) o TOPOFA RECEVEAN ENAMONOPOLE SEE DETAIL 118 BONDING BUSHING LUG TX CONNECTOR SEE NOTE 1. v_ WEATHERPROOFING KIT LUG (TMP.) RX1/RX2 RX1/RX2 n BONDING BUSHING ANTENNA CABLE 12" TO 24" WEATHERPROOFING 3 . T & B KIT (TMSTANDARD 4- P/N BG80X OR P.) GROUND KIT (TYP.) P/N APPROVED EQUAL) I STANDARD GROUND LUG '- NOTGROUND KIT E: X SUBSTITUTED FOR LUG WEATHERPROOFING KIT CONDUIT SIZE CONDUCTOR (TMP.) (SEE 6 AWG STRANDED Cu ' SCREW (SEE NOTE 3) I I I NOTE) WIRE WITH GREEN, 60OV, BONDING BUSHING CABLE GROUND KIT I ANTENNA THWN INSULATION (TYP) ANTE NA GROUND CABLE BAR CIGBE) SET SCREW #6 AWG STRANDED Cu WIRE WITH TO BTS COAX CABLE BOTT M OF MONOPOLE GREEN, 60OV, THWN INSULATIONSEE NOTE (GROUNDED TO GROUND BAR) (SEE I I (TMP') (TMP. FOR ALL) SEE DETAIL118 B BUG DING NOTES t & 2) CIGBE (GROUND BAR), TO ENTRYPORTEXOTHERMIC WELD DETAIL 118 MOUNTED VIA TRAY SCREW NEAR/BELOW ANTENNA CEBR DGE R 2 AWG Cu SOLID BARE METALLIC CONDUIT TINNED COPPER WIRE (RGS, IMC, EMT, FLEX) SOLID GBCW TINNED #6 AWG STRANDED Cu ° DIRECTIONS: FROM TMA WIRE WITH GREENGROUND RING , MONOPOLE PIER 1. MOUNT BONDING BUSHING ONTO CONDUIT NOTES: (WHEN REQUIRED) 600V,THWN INSULATION w 2. TIGHTEN BOND BUSHING SET SCREW 3. INSERT COPPER CONDUCTOR INTO LUG 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS EXOTHERMIC 2 AWG BCW SOLID 4. TIGHTEN LUG CONDUCTOR SCREW TM DIRECT GROUND WIRE DOWN TO GROUND BAR. #2 AWG Cu STRANDED WELD (P. WIRE WITH GREEN, 60OV, TINNED EXOTHERMIC WELD TO MONOPOLE 5. TIGHTEN BONDING LUG SCREW 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS THWN INSULATION BONDED BASE PLATE Q SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TO TOWER STEEL OR - _ NOTE: BONDING BUSHING, SET SCREW, LUG, OTE: DO NOT INSTALL CABLE GROUND MONOPOLE LUG SCREW, COND. LUG SCREW, SHOWN KIT AT A BEND AND ALWAYS DIRECT AS COMPLETE UNIT. 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS GROUND WIRE DOWN TO CIGBE. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) NOTE: ,,GROUND WIRE TO GROUND BAR CONNECTION 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, Q 2SCALE: N,Ts' ANTENNA LOCATION AND CONNECTION CD0 m/0/12 ISSUED FOR cONsmu DN a Ar NN ORIENTATION. PROVIDE AS REQUIRED. Q06/25/12 ISSUED FOR CONSR KTION AU' ALF NN CONDUIT BOND / GROUND BUSHING DETAIL .,, CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE o M/13/12 I -ED FOR �N�N�DN NN �M, BLE GROUNDING -MONOPOLE A GV SCALE. N.T.S. G /� \ / SCALE: N.T,S, Q 10/28/11 ISSUED FOR CONSTRUCTNIN W µ)= - \V/ Q 08/211/11 ISSUED FOR CONSTRUCTION CP. DER C QI 08/12/11 ISSUED FOR PERVYIN— "M C P. - OJ T NO AT&T MOBILITY ORIENT BY THE SEA RESTAURANT �� p D]/26/D6 IssuED FDR DDNSRUC110N DNN «' v 78 NYCENY1059 LI-1059ie a WILLIAM F. COLLINS. AIA � Al as/n/D6 IssuED FOR LONSIRUCTION c A R C H I T E C T S, L L P NY7320 p2X/27/06 /D� ISSUED OR CONS RUC qN GHN-Al 4 j� GROUNDING DETAILS E AT&T MOBILITY QO ISSUED i0R CONSTRUCTIONE IU -1 TE('11T()Lt)(il'DRIVE SETAUKET. VY II]}; 4O2o0 MAIN RD E volr1 1366N9 -N450 Fnx. 631b8N845N ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO.E REVISIONS ar R. NO. SITE NO. DRAWING NUMBER REV ° PARAMOS, NJ 07652 souE: AS NOTED DEscNED E A DRAWN a:cP, A \/' 897NYCENY1059 E-7 9 w. u 6 5 4 3 2 r ~- DFN=STVLI6O,02] DWG 22 x 34 D SIZE a `".,✓': PSC= F,ka W -o C 70 • .a 0 NOTES: 1) ELEVATIONS NAVD! 2) PILINGS INSIDE MAI 3) FLOOD ZONES EXT F.E.M.A. FLOOD INS MAP#36103C0088 H f . PROJECT: PROJECT No. 06-0099 FILE No. a QF MAP OF LAND OF DATE: OCTOBER 2011 SCALE: 1"=40' D' DESIGNED BY: ' M.G.H. ENTERPRISES DRAWN BY: MS/KM/JD CKD. BY: M.S. M.C. (ORIENT POINT MARINA, 40200 MAIN ROAD) REVISED: SITE AREA= 4.64 ACRES 'F o C SURVEY UPDATED 7-2-2009, FB 529, P. 1-2 (FB 493, P. 20-22 SURVEY ORIGINALLY ysF PERFORMED 4-6-2006) ELEVATIONS UPDATED TO NAVD88 10-27-2011 (q N' SITUATE AT: ORIENT POINT, SOUTHOLD, N.Y. kT TAX MAP No. 1000-15-9-8.1 ESTAB.1872 F:P ROJ/2006/06-0099/DWG/06-0099-TITLE. DWG HAWKINS WEBB JAEGER PLC ENGINEERS -ARCHITECTS SURV-tYORS-P LANNERS 560 WALT WHITMAN ROAD, MELVILLE NY, 11747 PHONE (631) 732-7777, FACSIMILE (631) 732-7760 f�fffffff..ff�ffffffs PROPOSED AT&T ELECTRIC CONDUITS TRENCHED UNDERGROUND FROM PROPOSED AT&T ELECTRICAL METER AND DISCONNECT SUPPORT RACK TO PROPOSED AT&T ELECTRIC PANEL MOUNTED ON PROPOSED ELEVATED EQUIPMENT PLATFORM le PROPOSED 14'-0" HIGH X 0'-0" o WIDE EASTERN RED CEDARS AT SITE DATA 6'-0" O.C., TYP. OF (9) E 1) NEW LEASE AREA (INCL. MONOPOLE & VERIZON MESA SPAN CAB) 519 f SQ. FT 2) ELEVATED GALVANIZED STEEL NEW MONOPOLE TO SOUTH PROPERTY LINE SETBACK 240'-10" 3) �- NEW MONOPOLE TO SOUTH BULKHEAD SETBACK 196-7" 4) Ck NEW MONOPOLE TO SOUTH PROPERTY LINE SETBACK 40'-5" 5) Q NEW MONOPOLE TO EXISTING BUILDING 274'-0" 6) q NEW MONOPOLE TO NORTH PROPERTY UNE SETBACK 759'-1" 7) (. NEW MONOPOLE TO NORTH BULKHEAD SETBACK 112-10" 8) Ck NEW MONOPOLE TO NORTH O.H. UTILITY 773'-3" 9) Q NEW MONOPOLE TO NORTH RESIDENTIAL PROPERTY LINE 831'-2" 10) (L NEW MONOPOLE TO NORTH RESIDENTIAL HOME SETBACK 860'-8" 11) (L NEW MONOPOLE TO EAST PROPERTY UNE SETBACK -- 253'-6" 12) (L NEW MONOPOLE TO EAST BULKHEAD SETBACK 175'-9" 13) (Z NEW MONOPOLE TO SE PROPERY LINE SETBACK 176'-1" 14) Q NEW MONOPOLE TO SE BULKHEAD SETBACK 154'-1" 15) Q NEW MONOPOLE TO SOUTH EDGE OF PAVEMENT SETBACK 87'-0" 16) (. NEW MONOPOLE TO WEST PROPERTY LINE SETBACK 17) NEW EQUIPMENT COMPOUND TO WEST PROPERTY LINE SETBACK 7'-1" 18) NEW EQUIPMENT COMPOUND TO EAST BULKHEAD SETBACK 174'-9" 19 DEPTH OF HIGH GROUND WATER BELOW GRADE 8'—O" le PROPOSED 14'-0" HIGH X 0'-0" o WIDE EASTERN RED CEDARS AT E 6'-0" O.C., TYP. OF (9) E PROPOSED AT&T EQUIPMENT 1 0 CABINETS MOUNTED ON NEW 0 ELEVATED GALVANIZED STEEL v PLATFORM. SEE 1 /SP -2 FOR I MORE INFORMATION �o PROPOSED AT&T 70'-0" HIGH RF �0 COMPATIBLE MONOPOLE AND z ANTENNAS (TO BE EXTENDABLE TO co 90 3 SET Tp 240. R "c» c E TRUE T pF NORTH v c v APMO)CMA,>_UNE c 10 f41 v t- 0 0 a 0 U 41 0 N 00 0 4 h EXISTING OVERHEAD UTILITY LINES FROM UTILITY POLE X35 BEYOND PROPOSED AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM PROPERTY LINE, TYP. EXISTING UTILITY POLE #35 TO i CABINET AN S/ PROPOSED MESA PEXISTING RESTAURANT AT SOUTHWEST CORNER OF AND MARIV- FUELING PROPERTY s�yo STATION_ i" \10 '•� EXISTING TRANSFORMER, METER AND DISCONNECT R lo LOCATION OF PROPOSED AT&T ELECTRIC METER AND DISCONNECT / SUPPORT RACK. SEE 1/SP-2 FOR lool../ MORE INFORMATION EXISTING STORAGE ...001 ' �� I �o BUILDING�_-� •� w 1 ° o tx \�k�$ ao m 600 N U �c EXISTING .+ ' w �- 0 O oN / J / / Qr Q -s O �� 1 �o�� ° 1 EXISTING MARINA \ \ ' w ' w �-A V J� - -A CV'�A '--- OAAI R. ' Z a 348.4 io, EXISTING VEGETATION, TRAILER AND 3 BOATS TO BE CLEARED PRIOR TO START OF CONSTRUCTION 0 E EXISTING SHORELINE 0 0 • .c U) SITE PLAN 1 SCALE: 1'=40'-0' L 1� �C IU CO __ O WILLIAM F. COLLINS, AIA A R C H I T E C T S, L L P CV t I 12-1 TECHNOLOGY DFJVE SETAUKET, NY 11733 VOICE: 631-689-84510 FAX: 631-689-8459 I w i MARINA n i .+. S•9 � � / °�c`b° �°� ' Aon ,,off •�. /+ 00 °� + ., r� - ' 6, 01 S + Z5,13% lill s + �4 �GpR S39•44'40" W A IDN RS 13A Y ORIENT BY THE SEA RESTAURANT AT&T # NYCENY1059 / LI- 1059 40200 MAIN RD ORIENT POINT, N.Y. 11957 L� AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMOS, NJ 07652 oo + GOA COQ + + EXISTING BOAT LAUNCH RAMP EXISTING BULKHEAD EXISTING BAY ENTRANCE APPROVED BY I PLANNING BOARD TOWN OF SOUTHOLD DATES I 9 o -F Q7 08/11/12 07/27/11 12/17/09 04/30/09 04/01/09 DATE ISSUED FOR FILING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR FILING ISSUED FOR FILING ISSUED FOR FILING ISSUED FOR FILING REVISIONS Q11/18/11 A08/01/11 Q4 L v NO. v AS NOTED DESIGNED BY: ALF c CU 3 SET Tp 240. R "c» c E TRUE T pF NORTH v c v APMO)CMA,>_UNE c 10 f41 v t- 0 0 a 0 U 41 0 N 00 0 4 h EXISTING OVERHEAD UTILITY LINES FROM UTILITY POLE X35 BEYOND PROPOSED AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM PROPERTY LINE, TYP. EXISTING UTILITY POLE #35 TO i CABINET AN S/ PROPOSED MESA PEXISTING RESTAURANT AT SOUTHWEST CORNER OF AND MARIV- FUELING PROPERTY s�yo STATION_ i" \10 '•� EXISTING TRANSFORMER, METER AND DISCONNECT R lo LOCATION OF PROPOSED AT&T ELECTRIC METER AND DISCONNECT / SUPPORT RACK. SEE 1/SP-2 FOR lool../ MORE INFORMATION EXISTING STORAGE ...001 ' �� I �o BUILDING�_-� •� w 1 ° o tx \�k�$ ao m 600 N U �c EXISTING .+ ' w �- 0 O oN / J / / Qr Q -s O �� 1 �o�� ° 1 EXISTING MARINA \ \ ' w ' w �-A V J� - -A CV'�A '--- OAAI R. ' Z a 348.4 io, EXISTING VEGETATION, TRAILER AND 3 BOATS TO BE CLEARED PRIOR TO START OF CONSTRUCTION 0 E EXISTING SHORELINE 0 0 • .c U) SITE PLAN 1 SCALE: 1'=40'-0' L 1� �C IU CO __ O WILLIAM F. COLLINS, AIA A R C H I T E C T S, L L P CV t I 12-1 TECHNOLOGY DFJVE SETAUKET, NY 11733 VOICE: 631-689-84510 FAX: 631-689-8459 I w i MARINA n i .+. S•9 � � / °�c`b° �°� ' Aon ,,off •�. /+ 00 °� + ., r� - ' 6, 01 S + Z5,13% lill s + �4 �GpR S39•44'40" W A IDN RS 13A Y ORIENT BY THE SEA RESTAURANT AT&T # NYCENY1059 / LI- 1059 40200 MAIN RD ORIENT POINT, N.Y. 11957 L� AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMOS, NJ 07652 oo + GOA COQ + + EXISTING BOAT LAUNCH RAMP EXISTING BULKHEAD EXISTING BAY ENTRANCE APPROVED BY I PLANNING BOARD TOWN OF SOUTHOLD DATES I 9 o -F z ALF ALF NM ALF ALF NM C P ALF NM NOTE: CONTRACTOR IS TO RESTORE ANY AREA WHICH IS AFFECTED BY THE INSTALLATION OF ANY ITEMS AND/OR EQUIPMENT WITHIN THIS SCOPE OF WORK. NOTE: ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE THAT EXISTING UNDERGROUND UTILITIES ARE NOT DISTURBED. MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO BACKFILLING. NOTE: RF COMPATIBLE MONOPOLE TO BE "GRAY/BLUE: SHERWIN—WILLIAMS #SWO06 COPEN BLUE! . NOTE: CONTRACTOR TO PROVIDE SITE SPECIFIC SIGNAGE IN ACCORDANCE WITH AT&T PROJECT TECHNICAL SPECIFICATIONS FOR SITE SIGNAGE. NOTE: THE CONSTRUCTION AND PLACEMENT OF THE FACILITY WILL NOT INTERFERE WITH PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND CUSTOMARY TRANSMISSION OR RECEPTION OF RADIO, TELEVISION OR OTHER COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. NOTE: DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE PROPOSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. NOTE: INFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, (631) 732-7777, (DATED OCTOBER 27, 2011, PROJECT NO: 06-0099) DTE: THIS SHEET IS 11" X 17 REFER ADJACENT GRAPHIC SCALE. EAM ALF NM ED GHM ALF NM i5'C�' �;O GHM ALF NM C' GHM ALF NM »»A GHM ALF NM tw BY CHK APP�2 'D 3 DRAWN BY: ALF 2 0' 20' 40' 80' n WFC PROJECT`N0: 05-4'78- -__ AT&T MOBILITY L L s� PLAN JOB N0. SITE NO. DRAWING NUMBER REV 24897 NYCENY1059 SP -1 7 DFN=STV[ 160,021 DWG 22 x 34 D SIZE • PSC= Q7 08/11/12 07/27/11 12/17/09 04/30/09 04/01/09 DATE ISSUED FOR FILING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR FILING ISSUED FOR FILING ISSUED FOR FILING ISSUED FOR FILING REVISIONS Q11/18/11 A08/01/11 Q4 Q06/11/09 Qp NO. SCALE: AS NOTED DESIGNED BY: ALF z ALF ALF NM ALF ALF NM C P ALF NM NOTE: CONTRACTOR IS TO RESTORE ANY AREA WHICH IS AFFECTED BY THE INSTALLATION OF ANY ITEMS AND/OR EQUIPMENT WITHIN THIS SCOPE OF WORK. NOTE: ALL TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE THAT EXISTING UNDERGROUND UTILITIES ARE NOT DISTURBED. MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO BACKFILLING. NOTE: RF COMPATIBLE MONOPOLE TO BE "GRAY/BLUE: SHERWIN—WILLIAMS #SWO06 COPEN BLUE! . NOTE: CONTRACTOR TO PROVIDE SITE SPECIFIC SIGNAGE IN ACCORDANCE WITH AT&T PROJECT TECHNICAL SPECIFICATIONS FOR SITE SIGNAGE. NOTE: THE CONSTRUCTION AND PLACEMENT OF THE FACILITY WILL NOT INTERFERE WITH PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND CUSTOMARY TRANSMISSION OR RECEPTION OF RADIO, TELEVISION OR OTHER COMMUNICATIONS SERVICES OR WITH ELECTRICAL TRANSMISSION LINES. NOTE: DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE PROPOSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. NOTE: INFORMATION SHOWN HEREON IS BASED UPON A SURVEY PREPARED BY: HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN ROAD, MELVILLE, NY 11747, (631) 732-7777, (DATED OCTOBER 27, 2011, PROJECT NO: 06-0099) DTE: THIS SHEET IS 11" X 17 REFER ADJACENT GRAPHIC SCALE. EAM ALF NM ED GHM ALF NM i5'C�' �;O GHM ALF NM C' GHM ALF NM »»A GHM ALF NM tw BY CHK APP�2 'D 3 DRAWN BY: ALF 2 0' 20' 40' 80' n WFC PROJECT`N0: 05-4'78- -__ AT&T MOBILITY L L s� PLAN JOB N0. SITE NO. DRAWING NUMBER REV 24897 NYCENY1059 SP -1 7 DFN=STV[ 160,021 DWG 22 x 34 D SIZE • PSC= DASHED LINES REPRESENT EXISTING ( SHRUBBERY AND UNDERLYING ��dr)xl) VEGETATION TO BE REMOVED i;( � I ) 7/ 0 t- PROPOSED AT&T TELCO CONDUITo ROUTED FROM PROPOSED MESA SPAN CABINET ALONG UNDERSIDE OF PROPOSED EQUIPMENT 0 PLATFORM TO PROPOSED HANDRAIL MOUNTED TELCO PANEL U) J PROPOSED AT&T LTE G Q) UNIT MOUNTED TO L PROPOSED HANDRAIL 3 c - EXISTING 3 CONTOUR LINE, r I- m Z 1 C�� co v CV c 0 v 0 Q O U NOTE: THE CONI m PROPOSE[ I 0 TO A LEV (1 START OF 41 I� L • U v i3 D IU 0 NOTE: EXISTING TREES, LOW LYING VEGETATION, TRAILERS AND BOATS IN AREA OF PROPOSED CONSTRUCTION TO BE CLEARED PRIOR TO START OF CONSTRUCTION. I� EQUIPMENT LAYOUT PLAN 1 SCALE: 1/2"=1'-0" L i L v Iv U �O O O 04t I� 0- 0 U WILLIAM F. COLLINS, AIA A R C H I T E C T,S, LLP 12-1 TECHNOLOGY DRIVE SETAUKET, NY 11733 VOICE: 631-689-8450 FAX: 631-689-8459 �—PROPOSED AT&T EMERGENCY GENERATOR \ RECEPTACLE MOUNTED TO SIDE OF POWER PANEL �--PROPOSED AT&T E911 GPS UNIT MOUNTED TO PROPOSED CABLE ICE BRIDGE POST `--PROPOSED AT&T CABLE ICE BRIDGE `—PROPOSED AT&T COAXIAL ANTENNA CABLES ROUTED THROUGH PROPOSED CABLE ICE BRIDGE TO PROPOSED MONOPOLE `—(6) PROPOSED AT&T ANTENNAS MOUNTED WITHIN RF COMPATIBLE CONCEALMENT MONOPOLE, TYP. (2) ANTENNAS PER SECTOR. SEE SP -4 FOR MORE INFORMATION `—PROPOSED 70'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT MONOPOLE (TO BE EXTENDABLE TO 90'-0„ ) `—PROPOSED MONOPOLE FOUNDATION BY OTHERS. SEE NOTE BOX THIS SHEET ORIENT BY THE SEA RESTAURANT AT&T # NYCENY1059 / LI- 1059 40200 MAIN RD ORIENT POINT, N.Y. 11957 6 I 5 1 I 4 PROPOSED "VERIZON" MESA SPAN CABINET BY GENERAL NOTES: OTHERS MOUNTED ON PROPOSED AT&T ELEVATED GALVANIZED STEEL PLATFORM 1. EXISTING STRUCTURE, TRUE NORTH, AND MISC. INFORMATION WERE TAKEN -' FROM VARIOUS SOURCES OF ' INFORMATION, I.E.: FIELD MEASUREMENTS, PLAN DRAWINGS SUPPLIED BY THE OWNER, PHOTOGRAPHS, INFORMATION FROM AT&T. THIS PLAN DOES NOT REPRESENT AN ACTUAL SURVEY / 1 PERFORMED BY WILLIAM � ) / (9 PROPOSED 14'-0" THIRD PARTY. F. COLLINS, AIA ARCHITECTS, LLP OR ANY OTHER HIGH X 6'-U' WIDE 2. THIS PROPOSAL IS FOR THE PLACEMENT OF TELECOMMUNICATIONS EASTERN RED CEDARS AT EQUIPMENT ON AN ELEVATED PLATFORM AT GRADE LEVEL AND THE 6'-0 O.C.. SEE NOTE PLACEMENT OF ANTENNAS IN A NEW RF COMPATIBLE MONOPOLE. BOX BELOW 3.000UPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, (-.��_ —� APPROXIMATELY TWO TIMES PER MONTH, BY AT&T TECHNICIANS. �—`— E / �f`j t�l T/ �—��E T/E T/E �./E — _�`�`-" c �� 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. �� 5. ALL MATERIALS ' SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN \ (( PROPOSED AT&T ELECTRIC ACCORDANCE WITH AT&T PROJECT SPECIFICATIONS AND LOCAL CODES. CONDUIT TRENCHED / UNDERGROUND FROM 6. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS ( ` AND INSPECTIONS REQUIRED FOR CONSTRUCTION. x x x x x �� \ �� PROPOSED AT&T ELECTRIC X_ �� J METER AND DISCONNECT 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PROPOSED AT&T CAUSED BY THE CONSTRUCTION OPERATION. ELECTRIC PANEL MOUNTED 8. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON PROPOSED AT&T ON A DAILY BASIS. EQUIPMENT PLATFORM SP -1 FOR MORE 9•CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN SEE 1 / DIMENSIONS. CONTRACTOR SHALL NOTIFY THE ENGINEER AND BECHTEL I x �� ) INFORMATION TELECOMMUNICATIONS OF ANY DISCREPANCIES PRIOR TO ORDERING I (J L1 MATERIALS OR PROCEEDING WITH CONSTRUCTION. 10.PHOTOGRAPH AND DOCUMENT EXISTING BUILDING OR SITE CONDITIONS OR x 1 ( l�� w DAMAGE WHICH MIGHT OTHERWISE BE CONSTRUED TO HAVE BEEN CAUSED l^ I BY WORK UNDER THIS CONTRACT. \1 1.THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS r I x ACCORDING, TO THE MANUFACTURER'S SPECIFICATIONS UNLESS NOTED -� OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. ° °' 2.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, x N PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART BATTERY, BATTERY I �� SHALL BE REPAIRED AT SUBCONTRACTORS EXPENSE TO THE )4"NDC,, �� C \� SATISFACTION OF OWNER. CABINET, :CAB NE x (� 1 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE I ) WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME N �`? x ( �) W CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL I I ) N PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE U' I x( ` BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D TRENCHING & EXCAVATION. LA LA 4. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTSWHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE �� WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO -x x x x x x / ; THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. / ) / 5. THE AREAS 0 ' „ � � � F THE OWNERS PROPERTY DISTURBED BY THE WORK AND 2'-6!' 2'-6' 4 2 -6 10 10 (J ) NOT COVERED BY THE MONOPOLE OR EQUIPMENT SHALL BE GRADED TO LPROPOSED 400 SQ. FT. AT&T LEASE AREA WITH 13'-0" HIGH CHAINLINIK FENCE, 4'-0" WIDE LOCKABLE GATE AND GREEN 'PERMAHEDGE', OR EQUAL PRIVACY SLATS �—PROPOSED AT&T EQUIPMENT CABINETS MOUNTED ON PROPOSED ELEVATED GALVANIZED STEEL PLATFORM, TYP. \--PROPOSED AT&T ANTENNA CABLE SUPPORT RACK FRAME (3) PROPOSED AT&T IRRH'S MOUNTED ' ON UNISTRUT SECURED TO PROPOSED AT&T ANTENNA CABLE SUPPORT RACK FRAME LEGEND: A A ANTENNA CABLE _T ` ---T— TELCO CONDUIT —E—E— ELECTRIC CONDUIT —T/E T/E— TELCO & ELECTRIC CONDUIT 41 CFO I It mt AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE SEP 19 A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH AT&T PROJECT TECHNICAL SPECIFICATION FOR SITE SIGNAGE.,DOCUMENT rt, NO. 24897-011-000-3PS-AO02-00013. NOTES: 1. ALL PROPOSED LANDSCAPING SHALL- BE PLANTED TO PROVIDE CONTIGUOUS SCREENING TO THE NORTH AND WEST OF THE NEW EQUIPMENT AREA. 2. LANDSCAPING TO BE KEPT IN GOOD/HEALTHY CONDITION AND SHALL BE REPLACED SHOULD ANY TREE(S) DIE AT ANY POINT DURING THE DURATION OF THE SITE BEING IN USE. A7 08/11/12 ISSUED FOR FILING Q11/18/11 ISSUED FOR REVIEW Q08/01/11 ISSUED FOR REVIEW v 07/27/11 ISSUED FOR REVIEW Q3 12/17/09 E A06/11/09 ISSUED FOR FILING Q04/30/09 ISSUED FOR FILING Qp 04/01/09 ISSUED FOR FILING NO. DATE REVISIONS SCALE: AS NOTED DESIGNED BY: ALF Q) E U O c c- 41 10 y v ;a �0 Z �N r I- m Z 1 C�� co v CV c 0 v 0 Q O U NOTE: THE CONI m PROPOSE[ I 0 TO A LEV (1 START OF 41 I� L • U v i3 D IU 0 NOTE: EXISTING TREES, LOW LYING VEGETATION, TRAILERS AND BOATS IN AREA OF PROPOSED CONSTRUCTION TO BE CLEARED PRIOR TO START OF CONSTRUCTION. I� EQUIPMENT LAYOUT PLAN 1 SCALE: 1/2"=1'-0" L i L v Iv U �O O O 04t I� 0- 0 U WILLIAM F. COLLINS, AIA A R C H I T E C T,S, LLP 12-1 TECHNOLOGY DRIVE SETAUKET, NY 11733 VOICE: 631-689-8450 FAX: 631-689-8459 �—PROPOSED AT&T EMERGENCY GENERATOR \ RECEPTACLE MOUNTED TO SIDE OF POWER PANEL �--PROPOSED AT&T E911 GPS UNIT MOUNTED TO PROPOSED CABLE ICE BRIDGE POST `--PROPOSED AT&T CABLE ICE BRIDGE `—PROPOSED AT&T COAXIAL ANTENNA CABLES ROUTED THROUGH PROPOSED CABLE ICE BRIDGE TO PROPOSED MONOPOLE `—(6) PROPOSED AT&T ANTENNAS MOUNTED WITHIN RF COMPATIBLE CONCEALMENT MONOPOLE, TYP. (2) ANTENNAS PER SECTOR. SEE SP -4 FOR MORE INFORMATION `—PROPOSED 70'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT MONOPOLE (TO BE EXTENDABLE TO 90'-0„ ) `—PROPOSED MONOPOLE FOUNDATION BY OTHERS. SEE NOTE BOX THIS SHEET ORIENT BY THE SEA RESTAURANT AT&T # NYCENY1059 / LI- 1059 40200 MAIN RD ORIENT POINT, N.Y. 11957 6 I 5 1 I 4 PROPOSED "VERIZON" MESA SPAN CABINET BY GENERAL NOTES: OTHERS MOUNTED ON PROPOSED AT&T ELEVATED GALVANIZED STEEL PLATFORM 1. EXISTING STRUCTURE, TRUE NORTH, AND MISC. INFORMATION WERE TAKEN -' FROM VARIOUS SOURCES OF ' INFORMATION, I.E.: FIELD MEASUREMENTS, PLAN DRAWINGS SUPPLIED BY THE OWNER, PHOTOGRAPHS, INFORMATION FROM AT&T. THIS PLAN DOES NOT REPRESENT AN ACTUAL SURVEY / 1 PERFORMED BY WILLIAM � ) / (9 PROPOSED 14'-0" THIRD PARTY. F. COLLINS, AIA ARCHITECTS, LLP OR ANY OTHER HIGH X 6'-U' WIDE 2. THIS PROPOSAL IS FOR THE PLACEMENT OF TELECOMMUNICATIONS EASTERN RED CEDARS AT EQUIPMENT ON AN ELEVATED PLATFORM AT GRADE LEVEL AND THE 6'-0 O.C.. SEE NOTE PLACEMENT OF ANTENNAS IN A NEW RF COMPATIBLE MONOPOLE. BOX BELOW 3.000UPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, (-.��_ —� APPROXIMATELY TWO TIMES PER MONTH, BY AT&T TECHNICIANS. �—`— E / �f`j t�l T/ �—��E T/E T/E �./E — _�`�`-" c �� 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. �� 5. ALL MATERIALS ' SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN \ (( PROPOSED AT&T ELECTRIC ACCORDANCE WITH AT&T PROJECT SPECIFICATIONS AND LOCAL CODES. CONDUIT TRENCHED / UNDERGROUND FROM 6. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS ( ` AND INSPECTIONS REQUIRED FOR CONSTRUCTION. x x x x x �� \ �� PROPOSED AT&T ELECTRIC X_ �� J METER AND DISCONNECT 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PROPOSED AT&T CAUSED BY THE CONSTRUCTION OPERATION. ELECTRIC PANEL MOUNTED 8. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON PROPOSED AT&T ON A DAILY BASIS. EQUIPMENT PLATFORM SP -1 FOR MORE 9•CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN SEE 1 / DIMENSIONS. CONTRACTOR SHALL NOTIFY THE ENGINEER AND BECHTEL I x �� ) INFORMATION TELECOMMUNICATIONS OF ANY DISCREPANCIES PRIOR TO ORDERING I (J L1 MATERIALS OR PROCEEDING WITH CONSTRUCTION. 10.PHOTOGRAPH AND DOCUMENT EXISTING BUILDING OR SITE CONDITIONS OR x 1 ( l�� w DAMAGE WHICH MIGHT OTHERWISE BE CONSTRUED TO HAVE BEEN CAUSED l^ I BY WORK UNDER THIS CONTRACT. \1 1.THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS r I x ACCORDING, TO THE MANUFACTURER'S SPECIFICATIONS UNLESS NOTED -� OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. ° °' 2.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, x N PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART BATTERY, BATTERY I �� SHALL BE REPAIRED AT SUBCONTRACTORS EXPENSE TO THE )4"NDC,, �� C \� SATISFACTION OF OWNER. CABINET, :CAB NE x (� 1 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE I ) WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME N �`? x ( �) W CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL I I ) N PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE U' I x( ` BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D TRENCHING & EXCAVATION. LA LA 4. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTSWHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE �� WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO -x x x x x x / ; THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. / ) / 5. THE AREAS 0 ' „ � � � F THE OWNERS PROPERTY DISTURBED BY THE WORK AND 2'-6!' 2'-6' 4 2 -6 10 10 (J ) NOT COVERED BY THE MONOPOLE OR EQUIPMENT SHALL BE GRADED TO LPROPOSED 400 SQ. FT. AT&T LEASE AREA WITH 13'-0" HIGH CHAINLINIK FENCE, 4'-0" WIDE LOCKABLE GATE AND GREEN 'PERMAHEDGE', OR EQUAL PRIVACY SLATS �—PROPOSED AT&T EQUIPMENT CABINETS MOUNTED ON PROPOSED ELEVATED GALVANIZED STEEL PLATFORM, TYP. \--PROPOSED AT&T ANTENNA CABLE SUPPORT RACK FRAME (3) PROPOSED AT&T IRRH'S MOUNTED ' ON UNISTRUT SECURED TO PROPOSED AT&T ANTENNA CABLE SUPPORT RACK FRAME LEGEND: A A ANTENNA CABLE _T ` ---T— TELCO CONDUIT —E—E— ELECTRIC CONDUIT —T/E T/E— TELCO & ELECTRIC CONDUIT 41 CFO I It mt AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE SEP 19 A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH AT&T PROJECT TECHNICAL SPECIFICATION FOR SITE SIGNAGE.,DOCUMENT rt, NO. 24897-011-000-3PS-AO02-00013. NOTES: 1. ALL PROPOSED LANDSCAPING SHALL- BE PLANTED TO PROVIDE CONTIGUOUS SCREENING TO THE NORTH AND WEST OF THE NEW EQUIPMENT AREA. 2. LANDSCAPING TO BE KEPT IN GOOD/HEALTHY CONDITION AND SHALL BE REPLACED SHOULD ANY TREE(S) DIE AT ANY POINT DURING THE DURATION OF THE SITE BEING IN USE. ALF ALF C.P. EAM GHM GHM GHM GHM BY DRAWN BY: ALF I 1 IV NORTH M-111mmivIll ALF NM ALF NM ALF NM ALF NM ALF. NM ALF NM ALF NM CHK I APP'D NOTE: DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN PROPROSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. NOTE: IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE. 0 C I ■ 0' 1' 2' 4' 6 m mmmmmmi 11 X1/41=1'-0" A WFC PROJECT N0. E D A yPNDER y 05-6478 �'n �` AT&T MOBILITY Z�lD `�,•r ENLARGED_-ABc EQUIPMENT PLAN -AND °.GENER91_ NOTES '04� JOB NO. ,SITE NO. DRAWING NUMBER REV 24897 NYCENY1059 SP -2 7 DFN=STV[160,02] DWG 22 x 34 D SIZE PSC= A7 08/11/12 ISSUED FOR FILING Q11/18/11 ISSUED FOR REVIEW Q08/01/11 ISSUED FOR REVIEW �4 07/27/11 ISSUED FOR REVIEW Q3 12/17/09 ISSUED FOR FILING A06/11/09 ISSUED FOR FILING Q04/30/09 ISSUED FOR FILING Qp 04/01/09 ISSUED FOR FILING NO. DATE REVISIONS SCALE: AS NOTED DESIGNED BY: ALF ALF ALF C.P. EAM GHM GHM GHM GHM BY DRAWN BY: ALF I 1 IV NORTH M-111mmivIll ALF NM ALF NM ALF NM ALF NM ALF. NM ALF NM ALF NM CHK I APP'D NOTE: DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN PROPROSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. NOTE: IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE. 0 C I ■ 0' 1' 2' 4' 6 m mmmmmmi 11 X1/41=1'-0" A WFC PROJECT N0. E D A yPNDER y 05-6478 �'n �` AT&T MOBILITY Z�lD `�,•r ENLARGED_-ABc EQUIPMENT PLAN -AND °.GENER91_ NOTES '04� JOB NO. ,SITE NO. DRAWING NUMBER REV 24897 NYCENY1059 SP -2 7 DFN=STV[160,02] DWG 22 x 34 D SIZE PSC= 70'-0g'± AGL T.O. PROPOSED R.F. COMPATIBLE MONOPOLE EXTENDABLE TO 90'-0" 67'-0"f AGL RAD. PROPOSED AT&T ANTENNAS L 0 L v C U 0 57'-0"f AGL 'N RAD. PROPOSED T AT&T ANTENNAS L ° ° L 3 I° ,3 a U 'X E- 0 �v I� ° cn L �: 0 a 'ice 0 E 14'-0"f AGL T.O. PROPOSED SHRUBS Q (BEYOND) 13'-0"f AGL `T.O. PROPOSED FENCE AND T.O. I ° PROPOSED UPPER ICE BRIDGE Q Q w 12'-5"f AGL z T.O. PROPOSED AT&T ui EQUIPMENT CABINET Q 9'-5"f AGL I T.O. PROPOSED LOWER ICE BRIDGE .� 5'-3"f AGL 13'-3"f AMSL T.O. PROPOSED AT&T EQUIPMENT PLATFORM 4-1 i� 4'-0"f AGL (12'-0"f AMSL B.O. PROPOSED AT&T EQUIPMENT PLATFORM (FLOOD ° LEVEL) 0 0'-0" AGL 8'-0"f AMSL GRADE' 45' I MONOPOLE BASE L0 I a 10 PROPOSED MONOPOLE FOUNDATION BY OTHERS. --t"" I iizI SEE NOTE BOX THIS SHEET I 41 I I PROPOSED AT&T GALVANIZED STEEL X00 DUNNAGE RAILING AND STAIRS, TYP. — i PROPOSED AT&T TELCO CONDUIT ROUTED FROM— PROPOSED MESA SPAN CABINET ALONG UNDERSIDE v ° OF AT&T EQUIPMENT PLATFORM TO PROPOSED AT&T HANDRAIL MOUNTED TELCO PANEL 3 PROPOSED AT&T ELECTRICAL CONDUITS TRENCHED �a) UNDERGROUND FROM PROPOSED AT&T METER AND DISCONNECT E SUPPORT RACK TO PROPOSED AT&T ELECTRIC PANEL MOUNTED TO PROPOSED ELEVATED EQUIPMENT PLATFORM HANDRAIL !� PARTIAL EAST ELEVATION cn 01 SCALE: 1/4"=1'-0" j L I� �v �v �U o WILLIAM F. COLLINS, AIA o = - A R C H I T E C T S, LLP 12-1 TECHNOLOGY DRIVE SETAUKET, NY 11733 VOICE: 631-689-8450 FAX: 631-689-8459 �a I ° ■I:�II�:�C�i ��Ii�l� IIs Illisl IIS rmlm7 imm- M�l 0I�0II�ffl■ 1�1� ■�11® It® I NE NTE NE T EI T —j- NE I I I L - PROPOSED AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM EXISTING UTILITY POLE #35 TO PROPOSED MESA SPAN CABINET. SEE SP -1 FOR.'MORE INFORMATION, TYP. ' ORIENT BY THE SEA RESTAURANT AT&T # NYCENY1059 / LI- 1059 40200 MAIN RD ORIENT POINT, N.Y. 11957 5 m (3) PROPOSED AT&T LTE ANTENNAS AND (6) ANTENNA TYPE MHA'S MOUNTED WITHIN RF COMPATIBLE SECTOR "B" CONCEALMENT MONOPOLE, TYP. SEE SP -4 FOR LTE MORE INFORMATION 94'-0" (3) PROPOSED AT&T UMTS ANTENNAS AND (6) PROPOSED CONCRETE MONOPOLE MHA'S MOUNTED WITHIN RF COMPATIBLE FOUNDATION BY OTHERS. SEE CONCEALMENT MONOPOLE, TYP. SEE SP -4 FOR NOTE BOX BELOW AND SHEET MORE INFORMATION SP -2 FOR MORE INFORMATION PROPOSED 70'-0" HIGH AT&T RF COMPATIBLE PROPOSED 70'-0" HIGH AT&T R.F. CONCEALMENT MONOPOLE (TO BE EXTENDABLE COMPATIBLE CONCEALMENT MONOPOLE TO 90'-0") TO BE EXTENDABLE TO 90'-0" PROPOSED AT&T ANTENNA CABLES (6) PROPOSED AT&T ANTENNAS MOUNTED ROUTED WITHIN PROPOSED AT&T WITHIN R.F. COMPATIBLE CONCEALMENT MONOPOLE MONOPOLE, TYP. (2) PER SECTOR. SEE - PROPOSED 14'-0" HIGH X 6'-0" WIDE SP -4 FOR MORE INFORMATION EASTERN RED CEDARS AT 6'-0" O.C., TYP. SITE NO. OF (9) REV . (1) PROPOSED AT&T LTE GPS UNIT MOUNTED 24897 TO PROPOSED EQUIPMENT PLATFORM HANDRAIL SP -3 BEYOND ANTEN14A PLAN -(l) PROPOSED AT&T E911 GPS UNIT MOUNTED 2SCALE: NOT TO SCALE TO PROPOSED CABLE ICE BRIDGE POST - PROPOSED MESA SPAN CABINET BY OTHERS MOUNTED ON PROPOSED AT&T GALVANIZED STEEL ELEVATED EQUIPMENT PLATFORM ' BEYOND (3) PROPOSED AT&T RRH'S MOUNTED ON UNISTRUT SECURED TO PROPOSED AT&T - ANTENNA CABLE SUPPORT RACK FRAME PROPOSED AT&T ELEVATED CABLE ICE BRIDGE PROPOSED AT&T ANTENNA CABLE SUPPORT RACK -PROPOSED AT&T OUTDOOR EQUIPMENT CABINETS MOUNTED ON PROPOSED ELEVATED GALVANIZED STEEL PLATFORM, TYP. -PROPOSED AT&T 1,3'—U' HIGH CHAINLINK FENCE WITH 4'-0" LOCKABLE GATE AND GREEN "PERMAHEDGE°' PRIVACY SLATS OR EQUAL 4 3'-10' AGL 11'-10"f AMSL T.O. PROPOSED CONCRETE PIER NE T NE APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE SEI' 1 n 2012 - ANTENNA CABLE LENGTHS ANTENNA TYPE SECTOR "A" SECTOR "B" SECTOR "C" LTE 94'-0" 94'-0" 94'-0" UMTS 84'-0" 84'-0" 84'-0" AT&T MOBILITY 15 EAST MIDLAND AVENUE PARAMUS, NJ 07652 3 SECS S� OF p• �' NpR1N �R PROPOSED AT&T COAXIAL ANTENNA CABLES ROUTED THROUGH PROPOSED ELEVATED ICE BRIDGE FROM PROPOSED AT&T EQUIPMENT TO PROPOSED AT&T R.F. COMPATIBLE MONOPOLE A .h PROPOSED AT&T ELEVATED ICE BRIDGE TN 0' 2' 4' 8' eme I 14' 1/4'=V-0" NORTH STORM WATER RUN—OFF MANAGEMENT PLAN 1. ALL STORM WATER RUN—OFF GENERATED BY THE PROPOSED DEVELOPMENT SHALL BE CONTAINED WITHIN THE PERIMETER OF THE PROPOSED CONSTRUCTION. 2. THE AREA BELOW THE ELEVATED STEEL EQUIPMENT PLATFORM SHALL BE EXCAVATED DOWN TO CLEAN SAND OR WELL—DRAINED SOIL. THIS AREA SHOULD BE BACKFILLED WITH LOOSE SAND AND - GRAVEL THAT WILL BE GRADED TO ALLOW ALL STORM WATER PASSING OVER OR THROUGH THE EQUIPMENT PLATFORM A PLACE TO RECHARGE BACK INTO THE GROUND. 3. ALL CONSTRUCTION ON SITE SHALL BE PROTECTED BY HAY BAIL AND SILT FENCING PURSUANT TO THE MINIMUM REQUIREMENTS OF THE NY STATE- STORM WATER DESIGN MANUAL. THESE FEATURES SHALL REMAIN IN PLACE UNTIL THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED TO PREVENT EROSION. 4. ALL WORK MUST CONFORM TO FEMA FLOOD ZONE REQUIREMENTS. NOTE: THE MONOPOLE SHALL BE DESIGNED TO ALLOW FOR FUTURE INTERNALLY MOUNTED ANTENNAS AT A HEIGHT BETWEEN 40 AND 50 FEET AGL. NOTE: FOR GENERAL NOTES SEE SHT. SP -2. LEGEND: A A ANTENNA CABLE —T—T— TELCO CONDUIT —E—E— ELECTRIC CONDUIT —T/E T/E— TELCO & ELECTRIC CONDUIT Q6 11/18/11 ISSUED FOR REVIEW Q08/01/11 07/27/11 ISSUED FOR REVIEW ISSUED FOR REVIEW Q4 Q3 12/17/09 ISSUED FOR FILING Q06/11/09 05 — 6478 ISSUED FOR FILING Q04/30/09 NM ISSUED FOR FILING pQ 04/01/09 ISSUED FOR FILING NO. DATE REVISIONS SCALE: AS NOTED DESIGNED BY: ALF NOTE: RF COMPATIBLE MONOPOLE PROPOSED TO BE PAINTED "GRAY/BLUE: SHERWIN—WILLIAMS E." I 0, I #SW0068 COPE" BLU NOTE: �--v THE CONTRACTOR IS TO REGRADE THE AT&T EQUIPMENT COMPOUND AREA TO A LEVEL .`, GRADE OF 8'-0" AMSL PRIOR TO START OF EQUIPMENT PLATFORM CONSTRUCTION. NOTE: DRAWING DEPICTS - THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN PROPOSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. NOTE: o' 4' 8' A IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE. ALF ALF I NM �aEo A� �'�� 5 �pt1DER , -, ' �.�- $1 -69 k NEv. ALF ALF NM 05 — 6478 C.P. ALF NM NOTE: RF COMPATIBLE MONOPOLE PROPOSED TO BE PAINTED "GRAY/BLUE: SHERWIN—WILLIAMS E." I 0, I #SW0068 COPE" BLU NOTE: �--v THE CONTRACTOR IS TO REGRADE THE AT&T EQUIPMENT COMPOUND AREA TO A LEVEL .`, GRADE OF 8'-0" AMSL PRIOR TO START OF EQUIPMENT PLATFORM CONSTRUCTION. NOTE: DRAWING DEPICTS - THE INSTALLATION OF PROPOSED ANTENNAS, CABLING ETC. THAT ARE TO BE MOUNTED WITHIN PROPOSED RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS. NOTE: o' 4' 8' A IF THIS SHEET IS 11" X 17" REFER TO ADJACENT GRAPHIC SCALE. EAM ALF NM �aEo A� �'�� 5 �pt1DER , -, ' �.�- $1 -69 k NEv. WFC PROJECT NO. AT&T MOBILITY j 05 — 6478 GHM ALF NM GHM ALF NM PARTIAL EAST ELEVATION, ANTENNA PLAN & ANTENNA DETAILS GHM ALF NM.`'<: GHM ALF NM BY CHK APP'D JOB NO. SITE NO. DRAWING NUMBER REV DRAWN BY: ALF 24897 NYCENY1059 SP -3 7 2 DFN=STV[160,02] DWG 22 x 34 l SIZE PSC= s NOTES: �`1:' MOUNTING TO A WALL 3. ATTACH THE REAR BRACKETS TO THE HEX T� . ,.r' ;. ,Y,' • THE TMA CAN BE MOUNTED TO A SUITABLE BOLTS AND INSTALL FLAT WASHER, SPLIT LOCK WASHER AND THE HEX NUT ON EACH BOLT. FLAT SURFACE. ' TIGHTEN HEX NUTS SECURELY WHILE ° raw:.. ''' _ :J. ,'••,':,,k:.. 1. THE REAR BRACKETS AND HARDWARE NOT USED. ;�:• . _ , ? • -", ' ' . " , �, MAINTAINING ALIGNMENT BETWEEN TMA BRACKET L } ' , AND • REAR BRACKET. °.: �'' 2. IF PRE—INSTALLED. 3 8-16 UNC x 6 1 4 LG M8 X ;:. :,; / / ° -y'.. ' '>£: : • K•,Yz 160 MM HEX BOLTS MUST BE REMOVED PRIOR TO ) 4. ATTACH A GROUND CABLE TO THE TMA USING WALL—MOUNTING. UNDO THE TWO CAP SCREWS TO DETACH ''" "� " ' • `..;•: r THE PRE-INSTALLED HEX BOLT AND WASHERS. THE TMA BRACKET AND RETRACT THE BOLTS. RE—INSTALL " ROUTE THE GROUND CABLE TO THE GROUND �"`� ;'; `,£ THE TMA BRACKETS AND TIGHTEN THE CAP SCREWS BAR ON THE TOWER STRUCTURE AND ATTACH r ,;µ;:QF . is :;. SECURELY. ° SECURELY WITH SUITABLE FASTENER 'N;:: 3. MOUNT THE TMA TO THE WALL USING FOUR •F •.r ry - ��.::. ,�•'• :� •', ,�� ax :•• •� «.r_�< , • ,(: '; '-4£,:�, ss .',� ii riK.`.-• � ,. ?: r. 5/16 OR 8 MM BOLTS (NOT SUPPLIED) THROUGH 5. ROUTE A JUMPER CABLE FROM THE 850 MHz Yr"M;'•", " z" THE HOLES IN THE TMA BRACKETS ;l:"" , " "::•: `` ANTENNA TO THE TMA PORT MARKED "ANT 850" 4 CONNECT RF AND (GROUND CABLES WEATHERSEAL ROUTE A SECOND JUMPER CABLE FROM THE • . AND SECURE WITH STRAPS AS OUTLINED ABOVE. 1900 MHz ANTENNA TO THE TMA PORT MARKED "ANT A 900". ROUTE A THIRD JUMPER CABLE NOTES: FROM THE TMA PORT MARKED "BTS" TO THE ANDREW TOWER MAST AMPLIFIER MOUNTING TO A POLE OR BEAM TOWER FEEDER. BE SURE TO PROVIDE ADEQUATE A(TMA) ETD819HS112UB DETAIL. ASSEMBLE THE POLE MOUNTING HARDWARE ON CURVE OR LOOP TO RELIEVE UNDUE STRAIN ON, 2 CONNECTIONS ' SCALEIN.T.S. THE TMA AND INSTALL, THE DESIRED LOCATION AS AT EITHER END. x > I a) UMTS LTE SHOWN IN DETAIL ABOVE. I MANUFACTURER ANDREW MODEL DBXNH-6565A—A2M BAND DUAL FREQUENCIES, MHZ 700MHz to 210OMHz POL DUAL RET INSTALLED L, IN 50.8 +/— W. IN 10.6 +/— D. IN 5.2 +/— WT, LB 34.2 +/- P.UMTS/LTESUPPORT� 2 AWG GROUND WIRE LUG _0 ANTENNA DETAIL TO CRGB `P' SECTION OR, ELEVATION NOTES: NEAREST `P' SUPPLEMENTAL 1. UNSCREW THE BAND CLAMPS UNTIL THE END COME 1 SCALE1 NOT TO SCALE GROUND BAR (L—BRACKET MOUNT) LOOSE AND THREAD THE ENDS THROUGH THE SLOTS �o GPS ANTENNA IN THE MOUNTING BRACKET AS SHOWN, BEING Io SET SCREWS CAREFUL NOT TO SCRATCH THE REAR FACE OF THE! • G INSTALL WEATHER PROOFING PER ANTENNA MANUF. COLLAR TMA. INSTRUCTIONS 1" (1-5/16" 0. D.) X 3'-0" 2. MOUNT THE TMA TO THE MOUNTING PIPE USING THE MAX. BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE GALV. STEEL OR ALUM. OF 901b—in (10 2N—m) fiNJ^ v :' 3. ATTACH THE JUMPER CABLES TO TMA CONNECTORS . MOUNTING PIPE '' �L PROVIDE APPLICABLE GROUND CABLE CLAMP • �� •,�� 4: �w' PIPE—TO—PIPE CLAMP �`ry :'. `'. ::::::"�'�w. J1(850/90OMHz PORT) AND 2 (1800/1900/2100 BURNDY TYPE C-11 N OR J, .:' I ( MHz PORT) AND TORQUE NUTS ON THE DIN EQUIV.) :.— — WITH ` ` • CONNECTORS TO 2041b in 23N m . REPEAT INSULATED SPLIT—COLLAR FEEDER CABLE CONNECTION TO TMA CONNECTOR -� N J3 COMMON PORT BUSHING GARVIN P ..: .�.•^•,•.•,.,•.•••• .:'. h. ::.... :'.,..';., .;.:: y..•.�,.,„�,:j::'Ji..,.^,.'"`'•C+a. v!;:`•lc...:,';r;:::!f2:`.>h;....•/%. yl..:�S.J...y,s.:$-q ICE BRIDGE POST GCHK100 WITH GROUND LUG J ::••: "::;<::'.:>':', t�Nr>> ^v 4. GROUND TMA BY ATTACHING A GROUND STRAP TO IE^,.. OR SIMILAR POST. F REMOVED) �,....' :':':.:`::.....;.•..:.,..:::':.;'.<:::;':>' ;<<,;;:,::::>:.:.::: THE M8 GROUNDING STUD ON THE SIDE OF THE B :^4 ftif.':yrn.':.,k4::Z:•.. H.t`,,•":'^.::: "'•:' ...}.•;: .i.Jt,.:.`:•. `:;7,,,;. ,`!''.;' Y is " UNIT ANDREW GROUNDING KI PART NUMBER COAX CABLE ��::../,; ;lna.�`'%�'>:w` ,.t5;. �>' ' i,; .<: ;• GND-1 — T 0R EQUIVALENT, MAY B E USED. APPLY �;(W/N—MALE CONNECTOR) / �D.��„ .."•.:' ` ,;, ANTI—CORROSION PASTE TO THE GROUND COAX CABLE SUPPORT -y" ��.:•,.'' CONNECTION 2 AWG GROUND WIRE y:•` 5. WEATHERPROOF THE TMA CONNECTIONS USING ° J ' "`" ANDREW WEATHERPROOFING KITPART NUMBER CADWELD TO POST ONLY IF i, J f' GROUNDED, OR LUG TO CRGB 'J '` ..� �•• / <.. 221213 OR • EQUIVALENT. FOLLOW THE ELEVATION `P' SECTION OR NEAREST `P' ��'..,"'y��" INSTRUCTIONS SUPPLIED WITH THE KIT TO SUPPLEMENTAL GROUND BAR " „` WEATHERPROOF THE CONNECTORS. �.� NOTES: (COLLAR MOUNT) w APPROVED BY 6. STACKING UNITS: �m TO STACK TWO UNITS, REMOVE THE FOUR EXISTING PLANNING BOARD 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY M6x5Omm SOCKET HEAD CAP SCREWS THAT ATTACH Io AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25 % OF THE TOWN OF SOUTHOLD 1-0 SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. THE TMA OF THE MOUNTING BRACKET AND ATTACH DATE sr --p 19 2012 I� 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR TOGETHER USING FOUR M6x100mm SOCKET HEAD SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH CAP SCREWS PROVIDED WITH EACH UNIT. � I U cn HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. MOUNT THE TMA TO THE MOUNTING PIPE USING THE �. 3 3.- CADWELDING SHALL NOT BE PERFORMED ON ROOFTOPS. - BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE •" , ,, OF 901b in (10.2 N—m). 4. LTE—GPS ANTENNA SHALL BE LOCATED 10' FROM ALL ANTENNAS. POWERWAVE UMTS OF TSAW-07BP111-001 TMA E911 LTE GPS ANTE14NA 3 SCALE:N.T.S. MOUNT Q7 08/13/12 ISSUED FOR EIOI1}�RUCTION ALF ALF NMPIPEAND�L- BRACKETA Q10/28/11 ISSUED FOR BE7W6W2UCTION ALF ALF NM il��,• •' a CALEI N,T,S, Q08/80/11 ISSUED FOR GEMURUCTION C.P. ALF NM i 4 22 09 11 ISSUED FOR REGt1EIDYiNARY REVIEW EP.IRA ALF NM WFC PROJECT NO. // RED AR AT&T MOBILITY I ORIENT BY THE SEA RESTAURANT Q 02/28/09 ISSUED FOR EIOI118�'RUCTION GHM ALF NM � � ac IN �,I pNnE ,� 0 5— 6 4 7 8 o U ' 2 08/27/09 ISSUED FOR EIMURUCTION GHM ALF NM to WILLIAM F. IA AT&T # NYCENY1059 / LI- 1059 COLLINS,� j "� 1 04/29/09 ISSUED FOR Ep21iF8TRUCTION GHM ALF NM 0 5 '* ANTENNA DETAILS 'N _ _ = -= = =� AR C H I T E C T S, LLP 40200 MAIN RD AT&T MOBILITY A04/97/08 ISSUED FOR EIOWURUCTION cwm ALF NM c 12-1 TECHNOLOGY DRIVE SETAUKET, NY 11733 ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO. DATE REVISIONS BY CHK APP'D JOB NO. SITE NO. DRAWING NUMBER REV VOICE: 631-689-8450 FAX: 631-689-8459PA RA M U S IN J 07652 N a SCALE: AS NOTED DESIGNED BY: ALF DRAWN BY: ALF 24897 NYCENY1059 SP -4 7 O r DFN=STV[160,021 DWG 22 x 34 SIZE 6 5 PSC= 6. TIGHTEN RF CONNECTIONS TO 18 FT—LBS L—BRACKET GPS ANTENNA (25NM) TORQUE. 1. INSERT THE 3/8-16 UNC x 7" LG (M8 X 180 MM) MOUNT KIT HEX BOLTS WITH THE WASHERS THROUGH THE HOLES IN 7. WEATHERSEAL THE CABLE CONNECTIONS PER �l THE TMA BRACKETS. BOLTS AND WASHERS MAY BE STANDARD PRACTICES IF REQUIRED BY LOCAL 3/4" TO 1 1/27 PRE—INSTALLED ON SOME VERSIONS .OF THE ETB CONDITIONS. PROVIDED MATERIALS IF ANY, CAN I GALV. STEEL OR ALUM, INSTALL WEATHER SERIES TMA. BE "APPLIED ACCORDING TO THE INSTRUCTIONS MOUNTING PIPE PROOFING PER 2. ORIENT THE TMA IN THE SELECTED LOCATION WITH ON THE, PACKAGE ANTENNA MANUF. THE BTS PORT POINTING DOWN, OR AS REQUIRED. 8. APPLY CABLE TIES OR STRAPS (NOT CADWELD ON STEEL PIPE. INSTRUCTIONS ALIGN THE V—GRIPS OF THE- TMA RACKETS WITH THE SUPPLIED) TO SECURE THE CABLES TO THE CLAMP TO ALUM. W/BURNDY COAX CABLE POLE OR TOWER MEMBER. TOWER STRUCTURE. C TYPE (W/N — MALE i C-11 N (3/4" & 1" PIPE) OR CONNECTOR) 'i C-22 (1 1/4!' & 1 1 /2" r� COAX CABLE PIPE) P.UMTS/LTESUPPORT� 2 AWG GROUND WIRE LUG _0 ANTENNA DETAIL TO CRGB `P' SECTION OR, ELEVATION NOTES: NEAREST `P' SUPPLEMENTAL 1. UNSCREW THE BAND CLAMPS UNTIL THE END COME 1 SCALE1 NOT TO SCALE GROUND BAR (L—BRACKET MOUNT) LOOSE AND THREAD THE ENDS THROUGH THE SLOTS �o GPS ANTENNA IN THE MOUNTING BRACKET AS SHOWN, BEING Io SET SCREWS CAREFUL NOT TO SCRATCH THE REAR FACE OF THE! • G INSTALL WEATHER PROOFING PER ANTENNA MANUF. COLLAR TMA. INSTRUCTIONS 1" (1-5/16" 0. D.) X 3'-0" 2. MOUNT THE TMA TO THE MOUNTING PIPE USING THE MAX. BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE GALV. STEEL OR ALUM. OF 901b—in (10 2N—m) fiNJ^ v :' 3. ATTACH THE JUMPER CABLES TO TMA CONNECTORS . MOUNTING PIPE '' �L PROVIDE APPLICABLE GROUND CABLE CLAMP • �� •,�� 4: �w' PIPE—TO—PIPE CLAMP �`ry :'. `'. ::::::"�'�w. J1(850/90OMHz PORT) AND 2 (1800/1900/2100 BURNDY TYPE C-11 N OR J, .:' I ( MHz PORT) AND TORQUE NUTS ON THE DIN EQUIV.) :.— — WITH ` ` • CONNECTORS TO 2041b in 23N m . REPEAT INSULATED SPLIT—COLLAR FEEDER CABLE CONNECTION TO TMA CONNECTOR -� N J3 COMMON PORT BUSHING GARVIN P ..: .�.•^•,•.•,.,•.•••• .:'. h. ::.... :'.,..';., .;.:: y..•.�,.,„�,:j::'Ji..,.^,.'"`'•C+a. v!;:`•lc...:,';r;:::!f2:`.>h;....•/%. yl..:�S.J...y,s.:$-q ICE BRIDGE POST GCHK100 WITH GROUND LUG J ::••: "::;<::'.:>':', t�Nr>> ^v 4. GROUND TMA BY ATTACHING A GROUND STRAP TO IE^,.. OR SIMILAR POST. F REMOVED) �,....' :':':.:`::.....;.•..:.,..:::':.;'.<:::;':>' ;<<,;;:,::::>:.:.::: THE M8 GROUNDING STUD ON THE SIDE OF THE B :^4 ftif.':yrn.':.,k4::Z:•.. H.t`,,•":'^.::: "'•:' ...}.•;: .i.Jt,.:.`:•. `:;7,,,;. ,`!''.;' Y is " UNIT ANDREW GROUNDING KI PART NUMBER COAX CABLE ��::../,; ;lna.�`'%�'>:w` ,.t5;. �>' ' i,; .<: ;• GND-1 — T 0R EQUIVALENT, MAY B E USED. APPLY �;(W/N—MALE CONNECTOR) / �D.��„ .."•.:' ` ,;, ANTI—CORROSION PASTE TO THE GROUND COAX CABLE SUPPORT -y" ��.:•,.'' CONNECTION 2 AWG GROUND WIRE y:•` 5. WEATHERPROOF THE TMA CONNECTIONS USING ° J ' "`" ANDREW WEATHERPROOFING KITPART NUMBER CADWELD TO POST ONLY IF i, J f' GROUNDED, OR LUG TO CRGB 'J '` ..� �•• / <.. 221213 OR • EQUIVALENT. FOLLOW THE ELEVATION `P' SECTION OR NEAREST `P' ��'..,"'y��" INSTRUCTIONS SUPPLIED WITH THE KIT TO SUPPLEMENTAL GROUND BAR " „` WEATHERPROOF THE CONNECTORS. �.� NOTES: (COLLAR MOUNT) w APPROVED BY 6. STACKING UNITS: �m TO STACK TWO UNITS, REMOVE THE FOUR EXISTING PLANNING BOARD 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY M6x5Omm SOCKET HEAD CAP SCREWS THAT ATTACH Io AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25 % OF THE TOWN OF SOUTHOLD 1-0 SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. THE TMA OF THE MOUNTING BRACKET AND ATTACH DATE sr --p 19 2012 I� 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR TOGETHER USING FOUR M6x100mm SOCKET HEAD SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH CAP SCREWS PROVIDED WITH EACH UNIT. � I U cn HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. MOUNT THE TMA TO THE MOUNTING PIPE USING THE �. 3 3.- CADWELDING SHALL NOT BE PERFORMED ON ROOFTOPS. - BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE •" , ,, OF 901b in (10.2 N—m). 4. LTE—GPS ANTENNA SHALL BE LOCATED 10' FROM ALL ANTENNAS. POWERWAVE UMTS OF TSAW-07BP111-001 TMA E911 LTE GPS ANTE14NA 3 SCALE:N.T.S. MOUNT Q7 08/13/12 ISSUED FOR EIOI1}�RUCTION ALF ALF NMPIPEAND�L- BRACKETA Q10/28/11 ISSUED FOR BE7W6W2UCTION ALF ALF NM il��,• •' a CALEI N,T,S, Q08/80/11 ISSUED FOR GEMURUCTION C.P. ALF NM i 4 22 09 11 ISSUED FOR REGt1EIDYiNARY REVIEW EP.IRA ALF NM WFC PROJECT NO. // RED AR AT&T MOBILITY I ORIENT BY THE SEA RESTAURANT Q 02/28/09 ISSUED FOR EIOI118�'RUCTION GHM ALF NM � � ac IN �,I pNnE ,� 0 5— 6 4 7 8 o U ' 2 08/27/09 ISSUED FOR EIMURUCTION GHM ALF NM to WILLIAM F. IA AT&T # NYCENY1059 / LI- 1059 COLLINS,� j "� 1 04/29/09 ISSUED FOR Ep21iF8TRUCTION GHM ALF NM 0 5 '* ANTENNA DETAILS 'N _ _ = -= = =� AR C H I T E C T S, LLP 40200 MAIN RD AT&T MOBILITY A04/97/08 ISSUED FOR EIOWURUCTION cwm ALF NM c 12-1 TECHNOLOGY DRIVE SETAUKET, NY 11733 ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO. DATE REVISIONS BY CHK APP'D JOB NO. SITE NO. DRAWING NUMBER REV VOICE: 631-689-8450 FAX: 631-689-8459PA RA M U S IN J 07652 N a SCALE: AS NOTED DESIGNED BY: ALF DRAWN BY: ALF 24897 NYCENY1059 SP -4 7 O r DFN=STV[160,021 DWG 22 x 34 SIZE 6 5 PSC=