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HomeMy WebLinkAbout40422-Z �N.S$ (,eco Town of Southold 6/3/2016 cf, s P.O.Box 1179 53095 Main Rd ts,�� O�4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38331 Date: 6/3/2016 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 9245 Route 25, East Marion SCTM#: 473889 Sec/Block/Lot: 31.-3-11.31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/15/2016 pursuant to which Building Permit No. 40422 dated 1/21/2016 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 co-location and related equipment on an existing wireless communications faciltiy(for Verizon)as applied for. The certificate is issued to East Marion Fire District of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40422 4/27/2016 PLUMBERS CERTIFICATION DATED Auth.b ed Signat re ,,,, �"� TOWN OF SOUTHOLD orFour vy BUILDING DEPARTMENT +o TOWN CLERK'S OFFICE ;�oga. SOUTHOLD, NY ,1 01 „ ,,�a�a' 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#: 40422 Date: 1/21/2016 Permission is hereby granted to: East Marion Fire District PO BOX 131 East Marion, NY 11939 To: install a wireless co-location and related equipment as per planning board approval. • At premises located at: 9245 Route 25, East Marion SCTM #473889 Sec/Block/Lot# 31.-3-11.31 Pursuant to application dated 1/15/2016 and approved by the Building Inspector. To expire on 7/22/2017. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 ELECTR C $143.00 Tota $693.00 / �'�Buildi g Inspe • Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. July 9. 2015 New Construction: Old or Pre-existing Building: (check one) Location of Property: 9245 Main Road. East Marion House No. Street Hamlet Owner or Owners of Property: East Marion.Fire District Suffolk County Tax Map No 1000,Section 31 Block 3 Lot 11.031 Subdivision Filed Map. Lot: Permit No. l r)--- Date of Permit. Applicant: New York SMSA Limited Partnership d/b/a Verizon Wireless Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted:$ 519 '16-1 New Yor SMSA Limited Partnership d/b/a Verizon Wireless By: Applicant Signature N : John Walden Title: Senior Engineer-Equipment /''�,�®SOF SOUp�,®l ® . Town Hall Annex ; Telephone(631)765-1802 gig 54375 Main Road % glg Fax(631)765-9502 P.O.Box 1179 a @ ��' roper.richert(a�town.southold.ny.us Or Southold,NY 11971-0959 LINTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE J SITE LOCATION Issued To: East Marion Fire District Address: 9245 Main Road City: East Marion St: New York Zip: 11939 Building Permit#: 40422 Section: 31 Block 3 Lot: 11 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Charles M. Dwyer License No: 4278-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment' Radio Cell Site to Include; Radio Cabinet (Base Station), Battery Cabinet, 3-Antennas with 3 Radios,3-Lightning Arresters,2-Light Fixtures,1-GFCI Recepticle Notes: Inspector Signature: Date: April 27, 2016 Electncal 81 Compliance Form xls CONSENT TO INSPECTION JN Vandernoth ,on behalf of the East Marion ,the undersign d do(es) hereby state: Owner(s)Name(s)Fire tjot,I _ That the undersigned (is) (are)the owner(s) of the premises in the Town of Southold, located at 92 45 Main Road, Esst Marion, NY which is shown and designated on the Suffolk County Tax Map as District 1000, Section 31 , Block 3 , Lot 11.031 That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: To install a Public Utility Wireless Communication Facility That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. East Marion Fire District Dated: 6/5" By: .;, ( i•nature) d7. (Print Name) (Signature) (Print Name) (-FOL( SOplat ' Cl)# * \3. 11 y 'j1 kb TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: `y C A,4-I At/ cg- 7.1 A7.)-et e 411/ d 07,2 4,5;4,04, 496 L.051:4"2- 7;1 I/1;ift/44744,V 4444-4,-wt- ifeic,f_ma DATE )1 ` INSPECTOR ARCH.f ITECTS Partners May 2016 Steven Rm ven Samero,AIA,LEED AP 12, Neil A.MacDonald,AIA,LEED AP Eldon W Smith,ALA Robert F Hevmach,AIA Partners,Emeritus Town of Southold William F Collins,AIA ECEIVE Thomas R Turkel,AIA 54375 Route 25 Director of Planning Southold,NY 11971 Gary S Shumway Associates Christopher M Cran.,AIA,NCARB Re: New Yo SMSA Limited Partnership d/b/a Verizon Wireless Site Name: East Marion BUILDING DEPT. 9245 Main Road TOWN OF SOIJTHOLD East Marion,NY 11939 Tax ID: Sec. 31 /Blk. 3 /Lot 11.031 WFC Project No.: 14-10837 To Whom It May Concern: William F. Collins, AIA Architects LLP (WFC) visited the above referenced site on May 3, 2016 and has also reviewed photographic documentation of the completed wireless telecommunications facility and find it to be in accordance with the plans dated January 21, 2016 issued for filing and the Building Code of New York State. An electrician's certificate of electrical inspection shall be issued concurrently with this letter by others. We trust the foregoing provides the information you have requested. If you have any questions, please do not hesitate to contact of office. Very truly yours, ;% '��`. ��C'/y • Q Neil A. MacDonald, AIA 1 �+��{ts� r Partner " ch '� 12. 0269/4 J\ Cc: Denise Vista(Amato Law Group PLLC), OF N Kenny Uhll(Verizon Wireless), File 12-1 TECHNOLOGY DRIVE EAST SETAUKET.NY 11733 PH 631-6895450 FAX 631-689-8459 WWW WFCAIA COM • 'S • , FIELD P C QN=Or AAT CON ,NTS.. •• , • .. .__}= ...+.4 .fr .. . , F4�'UN7�,A.�Ori(1ST) ••••-•••-•-•••7••••-•••-•-•••7-.-..-.. ... . • • . ., •, . - - , V-•----,.�-,• � ' . . • FOUIIDA,TION(2ND) ..-_-._• • 1 ' .. . . . . . 1 i tll • ._..._.......,�. �. . . . • VI • • f 4. ROUGH FSG& - • • PLUMBING • . • • , . , • • . gl , g p • •• . ........_.,� . _ . .. . • .. . • • ' -sw- .,� • r tzl ' TNSULATSON'PEA N,Y. .. ' . H STATE ENERGY CODE • , .. . , .. . • ,- r • G 0+, i �'.,® / I `' •i • • • • ,—.— . , ti..,‘__.-e 1 'is,. ,. CPA A-16('' A All•-"-' 'D) 5 m\.,.._ 7.1 • . . . . 7 . . . . , . . . . , . . , . . . . . . , . . . •. , � .• . . ........ . ,. �. r N • • . • . It ... �' M n! •. J �. . _ ' - • /+ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ��� Survey SoutholdTown.NorthFork.net PERMIT NO. l0 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined / ,20 Single&Separate Storm-Water Assessment Form 2/ //, Contact: Denise J. Vista, Esq. Amato Law Group, PL LC Approved ,20 Mail to: fi old c un Road, Su;te 901 Disapproved a/c , Garden City, NY 77530 Phene: (516) 227-6363 Expiration ,20/7 in nspector '1 1ti/ f: rb) r (J • PLICATION FOR BUILDING PERMIT tniJUJUL13 Mg Date July 9 , 2015 INSTRUCTIONS This appIlOion(:) UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p . ,,. . . - . . . .1 . . -- according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. - New Yo 7thership d/b/a Verizon (Si nature of applicant or name,if a corporation). N : John Walden Title: Senior Engineer-Equipment c/o 666 Old Country Road, Suite 901 Garden City, NY 11530 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is Lessee of property Name of owner of premises East Marion Fire District (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) • Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9245 Main Road, East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 3 Lot 11.031 • Subdivision Filed Map No. Lot 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Fire Department and public utility wireless communication facility b. Intended use and occupancy Same and new public utility tameless communication facility 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work public utility.wifeless communicatiol (Description) Facility 4. Estimated Cost IlliasnIxitft $ 125,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling 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. ici aynb ; wireless communication facilit tower 7. Dimensions of existing , if any: Front N/A Rear N/A Depth N/A Height uo•± agl Number of Stories N/A Dimensions of same structure with alterations or additions: Front N/A , Rear N/A Depth N/A Height No change Number of Stories (equipment c Length Width 8. Dimensions of entire new consrugon: �4•� � • Depth N/s Height 9•j Number of Stories N/A . 9. Size of lot: Front Rear Depth 3.0583 acres 10. Date of Purchase N/A Name of Former Owner Applicant its lessee of property 11. Zone or use district in which premises are situated Ilett ]Business and N 40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises?YES _NO x East Marion 14.Names of Owner of premises Fire District Address 9245 Nein Road Phone No. (631) 477-0163 Name of Architect William F. Collins Address 1O-31. Technology Dr. Phone No (638.) 689-8450 Name of Contractor Comcell Construction Corp. Address 1373 Lincoln Avenue Phone No. (631) 654-5915 Holbrook 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO I * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES x NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Nassau on behalf of New York SNSA Limited Partnership John Walden, d/b/a Verizon Wireless being duly sworn,deposes and says that 04he is the applicant (Name of individual signing contract)above named, (g)Heisthe Senior Engineer-Equipment of the lessee of the property (Contractor,Agent,Corporate Officer,etc.) ►•y:�'�,.•�, � ,.►,< ►_;;►•:�:,� and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this j h day of LM./ 20/5_ New Yl- ,;,.:.. .' Partnership d/b/a Verizon Wireless _ Ffya ' _e." /Jolla WaleS� ature of Applicant NO'?'(`''< _ ., RK Titles SeniorEngineer-Equipment 1Net 1838 849 t n FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination -z - � ','z-: � _: Date Sent: _fG/ r S Date:_2:-______/JEI t fly J. l tta Project Name:_ -' - Project Address:___ _ i2.---_____\____-____?-__ __i____216k----_ _________ . !!�3 J Zoning District:-�f�`. - Suffolk County Tax Map No.:1000�A__- —_—— • Requesf•_. — - orting documentation a5 to (Note: Copy of Building Permit Application and suPe proposed use or uses should be submitted.) OS ne 'rE initial Determination as to Whether use is permitted:________-_---- hitt al-Determination as to whether site plan is requir d:= - l • •I de v`_1, • Signature of Building Inspector • Planning Department (P.D.) Referral: - - P.O.Date Received: I- — Date of Comment__ / — • - Comments: Signature of Planning Dept.-Staff Reviewer . . Final Determili ion - . Date: 1 Decision: e:r,,, fitrP of Riiildin❑ Inspector ItElm .- En ;i,:,; r, I]` Chi 2 71 FOR INTERNAL USE ONLY ri _)) D� JUL S 0 2115 _,.. .0 I ; TE PLAN USE DETERMINATIO JUL 3 1 2015 - Southold Town (nifi Mectp ion Planning Board _ . „”,a ,,l�nilitn Sent:-f- --15 1"-T-. ._ Date - Dater = — - Project Name:= 2 - Project Address:" . - �I•�I Zoning District: -�--��J��- • Suffolk County Tax Map No.:1000-` I_____- =---- . Request. ' e_ss • L. . _— - supporting documentation as to of Building Permit Application and (Note: Copy . • proposed use or uses should be submitted.) • Initial Determination as to Whether use is permitted: c whether site plan is r- ' -•• . �l,l kV Nub•Initial-Determination as to „_ , , ' • Signa • - - Planning Department (P.D.) Referral: - f •, � / ( � -Date of Commt_/�-enl c. P,D. Date Received:= - 1.c_.. 14--- rti �, - Comments: '-6 S. - ' • 07 ' - Signature of P anning Dept-Staff Reviewer (Fina[ �eAerminaion Date: I / Decision: c.,,nafiire of Ritildina Insnactor TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 3, 2015 TO: Amato Law Group(Verizon Wireless) 666 Old Country Road Suite 901 Garden City, NY 11530 Please take notice that your application dated July 13, 2015 For permit for construction of a new public utility wireless facility at Location of property: 9245 Main Road, East Marion, NY County Tax Map No. 1000- Section 31 Block 3 Lot 11.031 Is returned herewith and disapproved on the following grounds: The proposed use os 's parcel in the HB Zone is permitted pursuant to Site Plan review by the PhaiolgaZo. .. utho 'ed - CC: file, planning Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �� c* S®Urjy® P.O. Box 1179 54375 State Route 25 , ,`O l® . Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) 4 3 Telephone: 631 765-1938 Southold,NY irfri . cn _ www.southoldtownny.gov PLANNING BOARD OFFICE - -- -' -' I' TOWN OF SOUTHOLD I J) �. , January 12, 2016 j � �A ' 15 2016 L Denise J. Vista, Esq. Amato Law Group, PLLC 666 Old Country Road, Suite 901 Garden City, NY 11530 Re: Approval - Amended Site Plan for Verizon Wireless @ East Marion Fire District 9245 Main Road, ±525' e/o Stars Road, East Marion SCTM#1000-31-3-11.31 Zoning District: HB/R-40 Dear Ms. Vista: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 11, 2016: • WHEREAS, this Amended Wireless Communications Application is for a proposed Verizon Wireless co-location of an interior mounted antenna within the concealment cylinder between 90' and 100' above ground level of the approved 110' antenna support structure/tower with a diesel generator, associated ground equipment and additional landscaping behind the existing firehouse. There are ±9,800 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 3.1 acres in the R-40 and Hamlet Business Zoning Districts; and WHEREAS, on August 25, 2015, pursuant to §280-74A(4) of the Town Code, the Planning Board entered into a Letter of Agreement with CityScape Consultants, Inc. to assist the Board in reviewing and evaluating the proposed Wireless Application to co-locate; and WHEREAS, on October 19, 2015, Denise Vista, Esq., agent, submitted a Site Plan Application for review; and WHEREAS, on November 5, 2015, the Planning Board found the application incomplete for review; and WHEREAS, on November 19, 2015, the applicant submitted the remainder of the Application Fee for review; and , Vernon Wireless a East Marion FD Page 2 January 12, 2016 WHEREAS, on December 7, 2015, the Southold Town Planning Board pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, pursuant to SEQRA 6 NYCRR Part 617, the Planning Board performed an uncoordinated review of the Unlisted Action; and WHEREAS, on December 11, 2015, the Planning Board received a report from their Technical Consultant, CityScape Consultants, Inc., regarding the proposed co-location; and WHEREAS, on December 21, 2015, the Planning Board formally accepted the application as complete for review; and WHEREAS, on December 28, 2015, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed action is less than 5,000 sq. ft. of renovated floor area or less than 10,000 square feet of land disturbance; and WHEREAS, on December 29, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on January 5, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed Wireless Communication Facility as a permitted use in the R-40 Zoning District; and WHEREAS, on January 6, 2016, the Office of the Town Engineer determined the existing site to be in accordance with Chapter 236 and that the proposed action does not require additional storm water management controls; and WHEREAS, on January 11, 2016, a public hearing was held and closed; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of the parking requirements because the proposed co-location does not generate the need for parking, with exception of a single vehicle periodically; there is ample existing parking on the East Marion Fire District site; and WHEREAS, at a Work Session held on January 11, 2016, the Planning Board reviewed the report issued by CityScape Consultants including the recommendation of three (3) conditions; and , VeAzon Wireless (i East Marion FD Page 3 January 12, 2016 WHEREAS, on January 11, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with three (3) conditions entitled "Verizon Wireless at East Marion", prepared by Neil Alexander Macdonald, WFC Architects, dated February 18, 2015 and last revised September 23, 2015, and authorizes the Chairman to endorse the Site Plan including the following seven (7) plans: 1. T-100.00: Title Sheet 2. SP-100.00: Site Plan, Key Map and Notes 3. A-100.00: Enlarged Equipment Plan West Elevation and Details 4. A-101.00: Canopy Framing Plan and Details 5. A-102.00: Antenna and Equipment Info. 6. E-100.00: Electrical Riser Diagram and Details 7. E-101.00: Grounding Plan and Info. Conditions: 1. All of the applicant's feed lines/cables shall be installed inside the monopole structure; and 2. All ports shall remain sufficientlysealed to prevent access by birds and other wildlife; and 3. The facility shall remain secured and protected from unauthorized personnel. Please also note the following requirements relating,to Site Plans: 1. Any changes from the Approved Site Plan shall require Planning Board approval, including new uses, additional or new lighting, additional or new signs, and additional pavement or parking spaces. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 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. Verizon Wireless @ East Marion FD Pa e 4 January 12, 2016 4. 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 Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: d(e , Applicant/Agent Signature: // ��:✓�-----. /- Date: ///,, /‘ C FFICE LOCATION: ii,'' SO//45,- MAILING ADDRESS: / Town Hall Annex ' of SOU 45, P.O.Box 1179 54375 State Route 25 1',`O l® Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) : Southold, NY Telephone: 631 765-1938 µk";Q www.southoldtownny.gov COUNII oit PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance January 11, 2016 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: Verizon Wireless at East Marion Fire District SCTM#: 1000-31-3-11.31 Location: - 9245 NYS Route 25, ±525' w/o Stars Road & NYS Rt. 25, in East Marion SEQR Status: Type I (X) Unlisted ( ) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This Amended Wireless Communications Application is for a proposed Verizon Wireless co-location of an interior mounted antenna within the concealment cylinder between 90' and 100' above ground level of the approved 110' antenna support structure/tower with a diesel generator, associated ground equipment and additional landscaping behind the existing firehouse. There are ±9,800 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 3.1 acres in the R-40 and Hamlet Business Zoning Districts. SEQR Negative Declaration—January 11, 2016 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 property is currently improved with community facility (fire house) use. The property is zoned Hamlet Business (HB). Zoning Districts located within the vicinity of the parcel include HB to the west and Residential (R-40) to the north, south and east. The dominant surrounding land uses within the vicinity of the site include mixed residential and a small area of commercial. The site is improved with a fire house, therefore, the proposed action will not result in the significant removal or destruction of large quantities of vegetation. The impact to soils resulting from the construction of the new equipment cabinets would be negligible. The design includes the placement of a concealment cylinder between 90' and 100' above ground level of the approved 110' antenna support structure/tower with a diesel generator, associated ground equipment and additional landscaping behind the existing firehouse. Based on the existing use and improved facilities, the proposed action will not cause a substantial intensification of use over the current use. No agricultural soils, open space or recreational resources occur on site, therefore, 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 proposed monopole is visible from State Route 25, located to the south of the parcel. The roadway is a New York State Scenic Byway. The proposed action will not result in significant aesthetic impacts over existing conditions due to the mitigation proposed, concealment of antennas. Therefore, the Planning Board has determined that the action would not result in significant impacts to view sheds from SR 25 or those identified as important to the community. The proposed action is located within an Archeo-sensitive area (Mapinfo 2015). The applicant has submitted a map (Landmarks in the Surrounding Area) showing 8 properties within a 300' radius that are eligible for National Register of Historic Places listing. Since the pole structure is installed and the proposed antennae will be concealed within the structure, no impacts to the potential historic impacts would occur. Due to the improvements on the parcel and the minimal new ground disturbance proposed, the action would not result in adverse impacts to cultural/historic resources nor impair the character or quality of important historical or architectural resources. 2 ' SEQR Negative Declaration —January 11, 2016 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's 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. This determination is based, in part, on the Antenna Site FCC RF Compliance Assessment and Report (August 13 2015) prepared by Pinnacle Telecom Group and Telecommunications Site Review Colocation Application (Cityscape 2015). For Further Information: Contact Person: Mark Terry, Principal Planner Southold Town Planning Board, 631/765-1938 cc: Town Board Building Department Environmental Notice Bulletin 3 L J �', ��;; `7,--,,-77--'-7:7\ ` ��'1` FOR INTERNAL_ USE ONLY 2015 1\ \j,1! MI�.�►.��0� LO),, JUL 3 1 TE PLAN USE DETER �� JUL 3 0 2Q15 [I D6 ,P 't Tr'; ��i—�@ {`iitZfa toil Soutftold'ruwn oartl - Date Sent:_ . Dater! SO -'; 1`-s-: - - � project Nara - Project Address:____5_a_q____C: OncLA--________-_-_ (_L-A____11A--. . Suffolk County Tax Map No.:1O 00-5_ I - =I Zoning District: 'P __ • . Request`. �� e_sS _ -''— - orting documentation as to . (Note: Copy of Building Permit Application and suPe proposed use or uses should be submitted.) ` n as to Whether use is permitted: _ - i_A . Initial Determinat�oe Initial Determination as to whether site p iat� is r- • ' -..• _� �'1,i4� kaZv l 12Cb Signa • .:erector • • Planning Department (P.D.) Referral: - - � Date of Comment:=�--i�- • - P.D. Date Received:,= 30 � I-- - • Comments: 6 i r &i • Signature of Planning Dept.-Staff Reviewer . • Final Determination - Date: 1= Decision: e:,,,,attire of Ruilciina Insnectnr f,,. MAILING ADDRESS: PLANNING BOARD MEMBERS il#1*®F SO!/7 P.O. Box 1179 DONALD J.WILCENSKI I ,pry_. Chair ;®� Southold,NY 11971 ® \p ; OFFICE LOCATION: WILLIAM J.CREMERS t/, ' Town Hall Annex PIERCE RAFFERTY ��� 54375 State Route 25 JAMES H.RICH III �� ''of� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �,COUNTO �.d Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 19, 2016 Ec.v. . {) MAY 1 9 2016 Denise J. Vista, Esq. Amato Law Group, PLLC BUILDING DEM 666 Old Country Road, Suite 901 TOWN OF SOUTHOLD Garden City, NY 11530 Re: Approved Site Plan: Verizon Wireless Co-location at East Marion Fire District Located at 9245 NYS Route 25, East Marion,'NY 11939 SCTM#1000-31-3-11.31 Zoning District: HB & R-40 Dear Ms. Vista: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made May 11, 2016 and the Work Session held on May 16, 2016. The site is now in conformance with the Site Plan entitled "Verizon Wireless at East Marion", prepared by Neil Alexander MacDonald, WFC Architects, dated February 18, 2015 and last revised September 23, 2015. This letter does not condone any changes from the approved Site Plan and from approvals permitted by 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 at 631-765-1938. Very truly yours, tac6,„.-ca.a 44,3 Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector 1 ` I - ,i"ofSO//rD Town Hall Annex * , *; Telephone(631)765-1802 54375 Main Road Fir{631}76595Q� P.O.Box 1179 Q*/ roper.richert(a�townsoutga.nv.us Southold,NY 11971-0959 Q ,� i I =lyeO U(iI`I,�,,,�f� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:1 N c r I,e_ ftU po I o Date: a I t3au t Company Name: l r r e S M , Day`f 1P I 11---) c_ . • Name: (Th O r I e S Dv\ y er- License No.: L.1 al R — M Address: I?-? Lincoln Ave/ HIbrOo ' N I 7LJ I • •Phone No.: - , C.D 3 1 — C054 - jq 15 rl i co e n@ CDm-Ce.i 14 corn JOBSITE INFORMATION: (*Indicates required information) *Name: ; Vei'l 7 Or) Ea S+ Mar I *Address: Ca`4 5 M G I n (20(1 C, 2 - Mo cion i\ J Y I 1139 _ *Cross Street: 1� cKy poi n-}- ;R co *Phone No.: , Permit No.: : /40/4eaD- - Tax•Map District: 1000 . Section: 31 Block: 3 Lot: 1/. 03 / • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • :_cea S1,C, (Please Circle All That Apply) *Is job ready for inspection: YES NO i Rough In Final *Do•you need a Temp Certificate: . �� NO Temp Information If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 , 400 Other *New Service: Re-connectUnderground Number of Meters - Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION $ 14 3;.00 sC?.' \> 0 82-Request for Inspection Form � e i\� 1 i . j o� a s : ,,,,� ,fit \..N,t,,..., ,.. " • .: �` + fir; .- 3iiii tJ. x x .r. i,y - .* , CONSTRUCTION CORP. F May 21, 2015 Town of Southold 53095 Route 25, PO Box 1179 Southold, NY 11971 RE: Verizon Wireless Premises: East Marion 9245 Main Road, East Marion NY 11939 Dear Sir or Madam: Please be advised that the cost of construction for Verizon Wireless on the site located at East Marion 9245 Main Road, East Marion is One Hundred Twenty Five Thousand dollars($125,000.00). Thank you. ;Regards, Mike Ada`mko Comcell Construction Corp. 1373 Lincoln Avenue, Holbrook 1.1.741 Phone•631 654-5915 Fax: 631554-5913 AMATO LAW GROUP, PLLC COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9TH FLOOR 405 LEXINGTON AVE GARDEN CITY,NEW YORK 11530 402 MAIN ST. CHRYSLER BLDG,26TH FLR (516) SUITE 204 NEW YORK,N.Y.10174 TEL: 227-6363 METUCHEN,NJ 08840 TEL:(212)485-6000 FAX:(516)227-6367 TEL:(732)317-1511 FAX:(212)485-6001 FAX:(732)317-1513 July 9, 2015 BY FEDERAL EXPRESS Building Department Town of Southold Town Hall Annex 54375 Main Road Southold,New York 11971 Re: Building Permit Application (the "Application") by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") to the Town of Southold . (the"Town")in connection with the proposed public utility wireless communication facility (the "Communication Facility") to be collocated at 9245 Main Road, East Marion,New York,known and designated as District 1000,Section 31,Block 3,and Lot 11.031 (the "Property") NYSMSA Site Reference: East Marion/Our File No. 100-0859 Dear Sir/Madam: In connection with Verizon Wireless' Application for the proposed Communication Facility to be collocated on the existing monopole on the Property, enclosed are the following materials: 1. Two Applications for Building Permit forms; 2. Application for Certificate of Occupancy; 3. Application for Electrical Inspection; 4. Copies of the covenants and restrictions recorded on the Property; 5. Survey of the Property; 6. Authorization and Consent, executed by the Property owner; 7. Consent to Inspect form, executed by the Property owner; 8. Structural analysis prepared,signed and sealed by Paul J.Ford and Company, and dated October 23, 2014; 9. Four sets of construction drawings,prepared,signed and sealed by William F. Collins, AIA Architects, LLP, last revised May 18, 2015; 10. Cost of construction letter from Comcell Construction Corp., the general contractor herein; I, (I _ 11. ,C.:i cates of liability, disability and workers' compensation insurance for \ i Cf I l;ell Construction Corp., naming the Town as Certificate Holder; 12. Atria cates of liability, disability and workers' compensation insurance for Ajut 1 a 205 IF.,„ , -ctrician, Charles M. Dwyer,naming the Town as Certificate Holder; BLDC DEPT ro+'' a. SMTHOLD AMATO LAW GROUP, PLLC and 13. Application filing fee in the amount of$550.00. If you should have any questions regarding the foregoing, please do not hesitate to contact me. Thank you for your assistance. Ve truly urs, Denise J. Vista Enclosures cc: Verizon Wireless (via email, without enclosures) 1 AMATO LAW GROUP, PLLC COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9TH FLOOR 405 LEXINGTON AVE GARDEN CITY,NEW YORK 11530 402 MAIN ST. CHRYSLER BLDG,26TH FLR • - TEL:(516)227-6363 NEW YORK,N.Y.10174 SUITE 204 METUCHEN,NJ 08840 TEL:(212)485-6000 FAX:(516)227-6367 TEL:(732)317-1511 FAX:(212)485-6001 FAX:(732)317-1513 August 13, 2015. BY FEDERAL EXPRESS Building Department Town of Southold Town Hall Annex 54375 Main Road Southold, New York 11971 Re: Building Permit Applications (the "Application") by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") to the Town of Southold (the"Town")in connection with the proposed public utility wireless communication facility(the"Communication Facility")and generator(the"Generator")to be located at 9245 Main Road,East Marion,New York,known and designated as District 1000, Section 31, Block 3, and Lot 11.031 (the"Property") NYSMSA Site Reference: East Marion/Our File No. 100-0859 Dear Sir/Madam: In connection with Verizon Wireless' Applications for both the proposed Communication Facility and the Generator to be located on the Property,which were filed with the Town on July 10, 2015, enclosed is a check, in the amount of$100.00, representing the fees to obtain the Notice of Disapprovals for both Applications($50.00 for each disapproval). Kindly forward the same to me at the above address. If you should have any questions regarding the foregoing,please do not hesitate to contact me. Thank you for your assistance. V r truly ours, • Denise J. Vista Enclosures _ti' cc: Verizon Wireless (via email, without enclosures) ``i, • nr- ti 3�; � , AUG 13 2015 L 1' AMATO LAW GROUP, PLLC COUNSELORS AT LAW 666 OLD COUNTRY ROAD 9TH FLOOR 405 LEXINGTON AVE GARDEN CITY,NEW YORK 11530 402 MAIN ST. CHRYSLER BLDG,26TH FLR TEL:(516)227-6363 SUITE 204 NEW YORK,N.Y.10174 METUCHEN,NJ 08840 TEL:(212)485-6000 FAX:(516)227-6367 TEL:(732)317-1511 FAX:(212)485-6001 FAX:(732)317-1513 January 18, 2016 BY FEDERAL EXPRESS Building Department :114H Town of Southold Town Hall Annex 11J A N 1 9 2016 ;!:I:, 54375 Main Road J Southold,New York 11971 - Attn: Connie Re: Building Permit Application (the "Application") by New York SMSA Limited Partnership d/b/a Verizon Wireless("Verizon Wireless")to the Town of Southold in connection with the proposed generator(the"Generator")to be located at 9245 Main Road, East Marion,New York,known and designated as District 1000, Section 31, Block 3, and Lot 11.031 (the"Property") NYSMSA Site Reference: East Marion/Our File No. 100-0859 Dear Connie: Pursuant to your request in connection with Verizon Wireless' Application for the proposed Generator to be utilized with its proposed communication facility to be located at the Property, enclosed are two sets of construction drawings,prepared, signed and sealed by William F. Collins, AIA Architects, LLP, last revised May 18, 2015 If you should require anything further, please do not hesitate to contact me. Thank you for your attention to this Application. Very truly yogrs, I niserVi a Enclosures cc: Verizon Wireless (via email, without enclosures) 1•01,*0f SO(/ly® Town Hall Annex �I ~® l® : Telephone(631)765-1802 54375 Main Road * z Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 0 -4-.•-(4- el' May 2, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Amato Law Group 666 Old Country Rd, 9th Fl Garden City, NY 11530 Re: East Marion Fire Dept,9245 Main Rd, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Inspector is requesting all work done under this permit be certified by an engineer. N _ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. Q/t. 3/ A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) - Trustees Certificate of Compliance. (Town Trustees#765-1892) 4-1/ Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40422 - Wireless �1 CHARMDW-01 KELLY AcoRo- • CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD YYY) 44../ 6/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-870302 CONTACT Darleen Aslanis, Ext.161 Millennium Alliance Group,LLC PHONE 516 496-8004 Fax 516 496-7811 6851 Jericho Tpke IATA.No.Exn•( ) (A/c,No): Ste.215 E-MAIL Syosset,NY 11791 ADDRESS. INSURER(S)AFFORDING COVERAGE 1 NAIC t/ --------- INSURER A:Merchants Mutual Insurance Co —_ 123329 INSURED INSURER B:RSUI Indemnity Insurance Company _ Charles M Dwyer Inc INSURER C:Atlantic Specialty Insurance Company 1373 Lincoln Avenue INSURER D: Holbrook,NY 11741 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR IADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSO WVD POLICY NUMBER (MMIDDIYYYY) (MMfDDlYYYY) LIMITS A X COMMERCIAL GENERAL LIABIUTY EACH OCCURRENCE $ 1,000,000 DAMAtiE'I O RENTED CLAIMS-MADE X OCCUR BOP9092667 05130/2015 05130/2016 PREMISES LEa occurrence) $ 500,000 MED EXP(Anyone person) ___ $ 15,000 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE UMIf APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY I X I)ECT r I LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER. I$ AUTOMOBILE LIABILITY Ea acMBuINdent)ED SINGLE LIMIT $ 1,000,000 --- A _A X ANY AUTO CAP9254010 05/30/2015 05(3012016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURYPer accident) AUTOS AUTOS ( $ — NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE CUP9132358 05/30/2015 05/30/2016 AGGREGATE _$ 5,000,000_ DEO X RETENTIONS 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER _ ANY PROPRIETORJPARTNERIEXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NH) EL DISEASE-EA EMPLOYEE$ If yes,descnbe under — DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ B Excess Liability NHA071957 05/30/2015'05/30/2016 5,000,000 C Equipment Floater 7900075240005 07/01/2015 07/01/2016 Leased/Rented Equip 500,000 DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Pollution Liability-Markel Ins.Co:Policy#15CPLONE60037, 5/7/15-5/7/16$1,000,000 each CPL Condition/$2,000,000 Aggregate-$5000 ded each CPL Condition. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25,P.O.Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS Southold,NY 11971 AUTHORIZED REPRESENTATIVE a a.ea 14('''. I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD COMCCON-01 DARLEENAS �eeoR'EP' CERTIFICATE OF LIABILITY INSURANCE DATE(MM1pDryYYYI 7/9/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsementls). PRODUCER NACOMNTACTE: Darleen Aslanls,Ext.161 FAA 6Millennium Group,LLC repf6.E,dl,(516)4964004 { ,No):(516)496-7811 Ste.215 ADDRESS: Syosset,NY 11791 INSURERS)AFFORDING COVERAGE NAIL INSURER A:State National Insurance Co. INSURED INSURERS:Merchants Preferred insurance Company 12901 Comcoll Construction Corp INSURER C:Markel Insurance Co. 38970 1373 Lincoln Avenue INSURER D:Hartford Fire Insurance Company 19682 Holbrook,NY 11741 INSURER E: INSURER F s COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO MICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR TYPE OF INSURANCE ADDL. POLICY FFP POLICY EYP UNITS(NSD WVD POLICY NUMBER (MD(YY MIDYY) (MwooKYYYI A X COMMERCIAL GENERAL UABIUTY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE a OCCUR X C741401245 07/08/2015 0710812016 WHAM l O HENT tD 50 000 PREMISES{Esomurwtcei S , MED EXP(Any me person) S 5,000 _ PERSONAL IADV INJURY S 1,000,000 GENL AGGREGATE UNIT APPLIES PER GENERAL AGGREGATE S 2,000,000 POLICY a Ter LOC PRODUCTS-COMP/OP AGO S 2,000,000 OTHER: S AUTOMOBILE LIABIUTY CO MBINEDDSINGLE UNIT S 1,000,000 B ANY AUTO CAP1052866 08/23/2014 08123/2015 BODILY INJURY(Per person) S '--- AALLL CRANED X SSCHEDULED BODILY MAY(Per widen* S X HIRED AUTOS X NON-DI ED PROPERTY DAMAGE S AUTI>5Peract9denil UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESStR CLAIMS-MADE AGGREGATE S OED I RETENTIONS S WORKERS COMPENSATION PER OTH. AND EIIPLOYERS'IIABILRY Y.,N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE [J N I A EL EACH ACCIDENT S OFFICER/MEMBER ESCLUDEo? (Mandatory In NH) E.L DISEASE-EA EMPLOYEE S Ii qes,desatbe under DESCRIPTION OF OPERATIONS Weew EL DISEASE•POLICY LIMIT S C Pollution Liability 15CPLONE60312 02/1712015 02/17/2016 $1,000,000/2,000,000 D Installation Floater 12MSJE3032 09/14/2014 09/14/2015 $1,000,000 DESCRIPTION OP OPERATIONS 1 LOCATIONS.,VEHICLES(ACORD lel,Additional Remarks Schedule,eny bo attacked If more space Is required) Equipment Floater-Hartford Fire Ins.Co.-Policy#12MSJE3032 10/22/144)/14M.$250,000 limit for leased or rented equipmenL The following Is Included as additional insured as required by written contract:Town of Southold CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25,P.O.Box 1179 ACCORDANCE WITH THE POUCY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ( ®1986-2014 ACORD CORPORATION. A8 rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier I a. Legal Name and Address of Insured (Use street address only) lb.Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 631-654-5915 23 HAMPTON DR. I c.NYS Unemployment Insurance Employer Registration CENTER MORICHES, NY 11934 Number of Insured PENDING Id.Federal Employer Identification Number of Insured or Social Security Number 27-0807207 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold 53095 Route 25 3b.Policy Number of entity listed in box"1a": P.O. Box 1179 R90293-000 Southold, NY 11971 3c.Policy effective period: 1/1/2013 to 5/19/2016 4.Policy covers: a. (X; All of the employer's employees eligible under the New York Disability Benefits Law b. l Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance covera:e as described above. Date Signed 5/21/2015 By t=, / - �/ (*pit Signature of insuran carrier's adthorized gn or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212)355-4141 Title SUPERVISOR-DBUPOLICY SERVICES IMPORTANT If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that earner,this certificate is COMPLETE Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law. It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207 PART 2.To be completed by NYS Workers'Compensation Board(Only if box"4b"of Part 1 has been checked) State Of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) NYSIF® New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AA AAAA 270807207 COMCELL CONSTRUCTION CORP 1373 LINCOLN AVENUE HOLBROOK NY 11741 POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUTE 25 HOLBROOK NY 11741 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12108 505-5 797481 08/02/2014 TO 08/02/2016 5/21/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2108 505-5 UNTIL 08/02/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 08/02/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER: 533890565 U-26.3 YSIF New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 Phone:(888)997-3863 CERTIFICATE OF WORKERS'COMPENSATION INSURANCE A A A A A A 113149687 KEEVI LY,SPERO-WH ITELAW INC 500 MAMARONECK AVENUE HARRISON NY 10528 POLICYHOLDER CERTIFICATE HOLDER CHARLES M.DWYER INC. TOWN OF SOUTHOLD LICENSED ELECTRICAL CONTRACTOR 53095 ROUTE 25 1373 LINCOLN AVE P.O BOX 1179 HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE G2009 151-8 798218 11/01/2014 TO 11/01/2015 6/29/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2009 151-8 UNTIL 11/01/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 11/01/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. CHARLES M DWYER,PRES 1 OF 1 S N D ELECTRICAL CONTRACTORS INC. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval asp or by calling(888)875-5790 VALIDATION NUMBER:748270740 U-26.3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured CHARLES M DWYER INC 631-654-5915 1c.NYS Unemployment Insurance Employer Registration Number of Insured 1373 LINCOLN AVENUE 8542013 HOLBROOIi, NY 11741 1d.Federal Employer Identification Number of Insured or Social Security Number 113149687 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box"la": Town of Southold DBL49226 53095 Route 25, P.O. Box 1179 3c.Policy effective period: Southold, New York 11971 06/26/2014 to 06/25/2016 4.Policy covers: a. El All of the employer's employees eligible under the New York Disability Benefits Law b.0 Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above.hi— Date Signed 5/21/2015 By_ ;(440 (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to al I of his/her employees Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number_ Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1(12-13) AUTHORIZATION AND CONSENT WHEREAS, New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"), having a principal place of business located at do Amato Law Group, PLLC, 666 Old Country Road, Suite 901, Garden City, New York 11530, desires to install and operate the proposed public utility wireless communication facility (the "Communication Facility") on certain real property located at 9245 Main Road, East Marion, in the Town of Southold, County of Suffolk, State of New York, and known as and designated as District 1000, Section 31, Block 3, Lot 11.031 (the "Property"), owned by the East Marion Fire District(the "Owner"), and WHEREAS, Verizon Wireless, in order to install and operate the proposed Communication Facility, must submit to the Town of Southold (the "Town") certain zoning applications and/or building permit applications. WHEREAS, the Owner agrees and consents to Verizon Wireless' submission of all necessary zoning and/or building permit applications to the Town, as well as any other application required by any federal, state or local entity with jurisdiction thereof, such that the required approvals for the proposed installation and operation of the proposed Communication Facility are necessary. NOW, THEREFORE, the Owner hereby authorizes, consents and agrees to have Verizon Wireless act as its agent, as follows: 1. The Owner hereby consents to the filing of all necessary applications by Verizon Wireless with the Town, and any other necessary federal, state or local agency, with respect to the installation and operation of the proposed Communication Facility on the Property. 2. Verizon Wireless shall have the authority to act as the limited Agent for the Owner, thereby permitting Verizon Wireless to execute and complete any necessary documents on behalf of said Owner as may be required in order to obtain the necessary approvals and permits to install and operate the proposed Communication Facility. 3. This Authorization shall be limited solely for the purpose of permitting Verizon Wireless to obtain the necessary approvals and permits to install and operate the proposed Communication Facility, and for no other purpose. 4. This Authorization shall terminate, and be of no further force and effect, only after Verizon Wireless receives the necessary Town, federal, state and/or local approvals and permits required to install and operate the proposed Communication Facility. EAST MARION FIRE DISTRICT By: d--t� Name:�� ,y/ r 0 Title: ecp.744 Me 5 S ied+Osle--- Sworn to before me this the / lay of ,. _015 e , NrjPu. is JOSEPH CHEREPOWiCH • Notary Public,State of New York No.4804615,Suffolk County Bran Expires September 30,2.0 11 • 0114— N PdtBoz s+s 7S �"0 m • •SURVEY OF PROPERTY + \ • lit \ d"01.",E AT EAST MARION ca, ‘ TOWN OF SOUTHOLD SUFFOLK 9 OUN2 Yl N.Y. SCALE 1' 30' MARC!24 2010 g(A$ DECEMBER 17.1070(PROPOSE,NE7RO PCS LEASE AREA) te �E ' °°p 4' \ tA I 46.0 Psi - 65 .. ( 9*9 1 Foe 0:11/4' �c• :: int•• \de war , 9A �,s* : ' '4 as f O Z N ('''' �1p1£ m °.: :8 oa fpr „d43101 T- �� (il s IP 16, se Is 40 op t.k. \ N . �/ `T? �n _'_ — _" '-- N •' — �'�, \ Eby d�N. ' /- , 10 ( p N 'Z��w is.1 s, •9 \ (I 0 V' 00 4 ii," \ %. .... /1 : 14\ \ .44:5 ` \ \ 4"; \ 4. 0. \ Oa e , 0 4 — Ay 1:4' A 1 �w 56co% <a+ `CS`�<r .i' Ary PEOF N6q. S es` 09 ro el!Mer / •=MONUMENT b.. /// 1, I ie N LIG NQ 49618 MY ALTERATION CRADDITION TO THIS SURVEY IS A V OLAIT N Ir SECTION 7289 DTHEF TAEV YORK STATE EXCATION LAW, 'COMM S 74;YCRS P.0 G A EXCEPT AS PER SECTION 7ae9-SUBDNISION a ALL colTIFICATIERS (631)765-5020 FAX(631)765-1797 ARGM-3.OS83 ACRES • SEROMA ARE VALID FOR THIS NAP AND COPSES LFOF M ONLY SURE P.O.BOX 909 / SATO NAP OR COPIESE DEAR THE DawEssED SEAL ME uRVEro4 1230 SOUTHOLDNY. STREET10 2_251—2 5"T ELEVATIONS REFERENCED R)N.A.V.D. '88 VM1SE SRidARRE APPEARS fir. 1 . alliPAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 250 East Broad Street • Suite 600 • Columbus, Ohio 43215-3708 Date: October 23,2014 Mitzi Parker Paul J. Ford and Company Crown Castle 250 East Broad St., Suite 600 3530 Toringdon Way, Suite 300 Columbus, OH 43215 Charlotte, NC 28277 (614)221-6679 Subject: Structural Analysis Report, Carrier Designation: Verizon Wireless Co-Locate Carrier Site Number: N/A Carrier Site Name: East Marion Crown Castle Designation: Crown Castle BU Number: 857111 Crown Castle Site Name: EAST MARION Crown Castle JDE Job Number: 296560 Crown Castle Work Order Number: 947131 Crown Castle Application Number: 247537 Rev. 5 Engineering firm Designation: Paul J. Ford and Company Project Number: 37514-2382.001.7805 Site Data: 9245 MAIN ROAD, EAST MARION, Suffolk County, NY Latitude 41° 7'41.71", Longitude-72°20'28.71" 109 Foot-Monopole Tower Dear Mitzi Parker, , Paul J. Ford and Company is pleased to submit this "Structural Analysis-Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 719109, in accordance with application 247537, revision 5. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5. Existing + Proposed Equipment Sufficient Capacity Note.See Table I and Table II for the proposed and existing/reserved loading,respectively The analysis has been performed in accordance with the TIA/EIA-222-F standard and 2010 New York Building Code a wind speed of 85 mph fastest mile. We at Paul J. Ford and Company appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: Maria C. Lopez, P.E. Project Manager tnxTower Report-version 6.1 4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805,Application 247537,Revision 5 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2- Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.1.4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382 001 7805,Application 247537, Revision 5 Page 3 1) INTRODUCTION This tower is a 109 ft Monopole tower designed by PENNSUMMIT TUBULAR, LLC in November of 2007. The tower was originally designed for a wind speed of 90 mph per TIA-222-G. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA/EIA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a fastest mile wind speed of 85 mph with no ice, 37.6 mph with 0.75 inch ice thickness and 50 mph under service loads. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed ounting ` Line Antenna. Antenna Model of Feed Line Note of Fevel (ft) Elevation Antennas Manufacturer Lines Size(in); I (ft) CWWX063X25x00 w/ 97.0 97.0 3 l amphenol I Mount Pipe 12 7/8 _ Notes: 1) Proposed Equipment Table 2-Existing and Reserved Antenna and Cable Information Center NumberNumber Feed Mounting Line Antenna of Model of Feed Line Note; Level(ft) Elevation Manufacturer (ft) ; Antennas Lines Size(in)'1 kmw 109.0 112.0 1 communications HB-X-AW-19-65-00T 1 7/8 1 3 j kathrein 800 10121 w/Mount Pipe 107.0 107.0 12 1-1/4 1 6 andrew ETM190G-12UB 3 [ rfs/cellwave ATMAA1412D-1A20 90.0 93.0 i 3 I andrew ETW190VS12UB 12 7/8 1 3 andrew TMBXX-6516-R2M w/ Mount Pipe i HBX-6516DS-VTM w/ 77.0 77.0 3 andrew 6 1-5/8 1 Mount Pipe [ 35.0 [ 2 [ andrew j PG7N0E-0090-313 30.0 2 tower mounts Side Arm Mount[SO 306-1]_ 30.0 4 1/2 1 26.0 [ 1 [ sinclair SD312-HF2P4SNM 24.0 1 andrew [ PG7N0E-0090-313 Notes: 1) Existing Equipment tnxTower Report-version 6 1.4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CC/BU No 857111 Project Number 37514-2382.001.7805,Application 247537, Revision 5 Page 4 Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer (ft) Lines Size(in) 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS Thomas D. Reilly, 12/06/2007 4567820 1 CCISITES 4-TOWER FOUNDATION PJF, 29207-0158, 01/03/2008 4567810 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER PennSummit, 29537, 11/20/2007 5172082 CCISITES DRAWINGS 3.1) Analysis Method tnxTower(version 6.1.4.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. "3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings 4) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by TIA/EIA-222-F. 5) At the time of analysis CCI Sites had documentation on (2) different types of foundations, a spread footing and a caisson. Both foundations were analyzed with the worst case scenario reported in Table 6 of this report This analysis may be affected if any assumptions are not valid or have been made in error. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 6.1 4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805,Application 247537, Revision 5 Page 5 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Section Component Critical SF*P_allovti % No. Elevation(ft) ,Type Size Element P(K) Capacity Pass!Fail L1 I 109-89 Pole TP4.5x4.5x0 5 1 -2.24 351 77 I 83.4 Pass _ L2 I 89-69 Pole TP8x8x1 2 -5.73 738 72 T-6-8.3 Pass r 13 I 69-18 Pole TP37.14x30x0.2188 3 -11.14 1249.81 306 Pass L4 18-0 Pole TP39 22x36.0375x0.25 r 4 -14.38 1580.78 35.5 Pass Summary Pole(L1) 83.4 Pass Rating= I 83 4 Pass Table 6-Tower Component Stresses vs. Capacity Notes , Component Elevation (ft) % Capacity Pass/Fail 1 Anchor Rods 0 I 53.2 Pass 1 Base Plate 0 70.7 Pass Base Foundation 1,3 0 18.5 Pass Steel Base Foundation 1,2,3 0 35.8 Pass Soil Interaction 1 Flange Connection 89 72.4 Pass 1 Flange Connection 69 j 66.5 j Pass . Structure Rating (max,from all components)= 83.4% Notes. 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity consumed 2) According to the procedures prescribed and agreed to by the Crown Castle Engineering Foundation Committee,held in January 2010,the existing caisson foundation was analyzed using the methodology in the software'PLS-Caisson' (Version 8.10,or newer,by Power Line Systems,mc) Per the methods in PLS-Caisson,the soil reactions of cohesive soils are calculated using 8CD independent of the depth of the soil layer. The depth of soil to be ignored at the top of the caisson is the greater of the geotechnical report's recommendation,the frost depth of the site or half of the caisson diameter. 3) See assumption#5. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing and proposed loads. No modifications are required at this time. tnxTower Report-version 6.1.4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805, Application 247537, Revision 5 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.1.4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382,001 7805,Application 247537, Revision 5 Page 7 Tower Input:Data There is a pole section. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: 1) Tower is located in Suffolk County, New York. 2) Basic wind speed of 85.00 mph. 3) Nominal ice thickness of 0.7500 in. 4) Ice density of 56.00 pcf. 5) A wind speed of 37.62 mph is used in combination with ice. 6) Temperature drop of 50.00 °F. 7) Deflections calculated using a wind speed of 50.00 mph. 8) A non-linear(P-delta) analysis was used. 9) Pressures are calculated at each section. 10) Stress ratio used in pole design is 1.333. 11) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options , , Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals NI Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification J Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KUr SR Leg Bolts Resist Compression 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice 4 Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz "I Use Azimuth Dish Coefficients l Consider Feedline Torque Use Special Wind Profile q Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas , Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends J Include Shea-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC 6D+W Combination Use TIA-222-G Tension Splice Capacity Exemption . Tapered Pole Section Geometry ' Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 109 0000- 20 0000 0 00 Round 4 5000 4 5000 0 5000 A582-70 89 0000 (70 ksi) L2 89.0000- 20.0000 0 00 Round 8.0000 8 0000 1.0000 A572-42 69.0000 (42 ksi) L3 69.0000- 51.0000 4 75 18 30.0000 37 1400 0.2188 0 8750 A572-65 18.0000 (65 ksi) L4 18.0000- 22.7500 18 36 0375 39.2200 0 2500 1.0000 A572-65 0.0000 (65 ksi Tapered Pole Properties Section Tip Dia. Area I r C I/C J lt/Q w wit in in2 in4 in in in3 in4 in2 in L1 4 5000 6 2832 12.7627 1 4252 2.2500 5.6723 25 5254 3.1397 0.0000 0 4 5000 6.2832 12.7627 1 4252 2.2500 5.6723 25 5254 3.1397 0.0000 0 tnxTower Report-version 6 1 4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382 001 7805, Application 247537, Revision 5 Page 8 Section Tip Dia. Area / r C I/C J It/9 w wit in in2 in4 in in in3 in4 in2 in L2 8.0000 21 9911 137.4447 2.5000 4.0000 34 3612 274.8894 10.9890 0 0000 0 8 0000 21.9911 137.4447 2 5000 4.0000 34.3612 274 8894 10 9890 0.0000 0 L3 30 4628 20.6775 2316.9742 10 5723 15.2400 152 0324 4636.9972 10 3407 4 8950 22.377 37 7129 25.6349 4414.9076 13 1070 18 8671 234 0001 8835 6245 12 8199 6.1516 28.122 L4 37.2682 28.3974 4594 9254 12.7046 18.3071 250 9921 9195 8969 14.2014 5 9026 23 61 39.8250 30 9227 5933 0171 13.8343 19 9238 297.7860 11873 841 15.4643 6 4627 25 851 0 Tower Gusset Gusset Gusset GradeAdjust Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Honzontals ft ft2 in in in L1 109.0000- 1 0 1 89.0000 L2 89 0000- 1 0 1 69.0000 L3 69.0000- 1 1 1 18.0000 L4 18.0000- 1 1 1 0.0000 .Feed Line/Linear Appurtenances - Entered.As Area „ Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Le. ft ft2/ft *If LDF5-50A(7/8") C No Inside Pole 109.0000-0 0000 1 No Ice 0.0000 0.33 1/2"Ice 0.0000 0.33 1"Ice 0 0000 0.33 Yrle LDF6-50A(1-1/4") C No Inside Pole 107.0000-0 0000 12 No Ice 0 0000 0 66 1/2"Ice 0 0000 0 66 1"Ice 0.0000 0.66 AVA5-50(7/8") C No Inside Pole 97.0000-0 0000 12 No Ice 0 0000 0 30 1/2"Ice 0.0000 0.30 1"Ice 0.0000 0.30 LDF5-50A(7/8") C No Inside Pole 90.0000-0 0000 12 No Ice 0.0000 0.33 1/2"Ice 0.0000 0.33 1"Ice 0.0000 0 33 LDF7-50A(1-5/8") C No Inside Pole 77.0000-0 0000 6 No Ice 0.0000 0 82 1/2'l Ice 0.0000 0 82 1"Ice 0.0000 0 82 LDF4-50A(1/2") C No Inside Pole 30.0000-0.0000 4 No Ice 0.0000 0.15 1/2"Ice 0 0000 0 15 1"Ice 0 0000 0.15 ..,. Feed'Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 L1 109.0000- A 0.000 0 000 0 000 0.000 0.00 89.0000 B 0.000 0 000 0.000 0.000 0.00 C 0 000 0.000 0.000 0.000 0 18 L2 89.0000-69.0000 A 0.000 0.000 0 000 0.000 0.00 B 0 000 0.000 0 000 0.000 0 00 C 0.000 0.000 0.000 0 000 0.36 L3 69.0000-18 0000 A 0 000 0.000 0.000 0.000 0.00 tnxTower Report-version 6 1 4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382 001.7805, Application 247537, Revision 5 Page 9 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K B 0 000 0 000 0 000 0.000 0.00 C 0 000 0.000 0.000 0.000 1 06 L4 18.0000-0.0000 A 0 000 0 000 0 000 0.000 0.00 B 0 000 0 000 0 000 0.000 0.00 C 0.000 0.000 0.000 0.000 0 38 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 109.0000- A 0.750 0.000 0 000 0 000 0 000 0.00 89 0000 B 0 000 0 000 0.000 0.000 0 00 C 0 000 0 000 0 000 0.000 0.18 L2 89 0000-69 0000 A 0 750 0 000 0 000 0.000 0.000 0 00 B 0 000 0 000 0 000 0.000 0.00 C 0 000 0.000 0.000 0.000 0.36 L3 69 0000-18.0000 A 0.750 0.000 0 000 0.000 0.000 0.00 B 0.000 0 000 0 000 0.000 0 00 C 0.000 0 000 0.000 0 000 1.06 L4 18.0000-0 0000 A 0 750 0.000 0 000 0 000 0.000 0 00 B 0 000 0.000 0.000 0.000 0.00 C 0.000 0.000 0 000 0.000 0 38 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice ft in in in in L1 109.0000-89 0000 0 0000 0.0000 0.0000 0 0000 L2 89.0000-69.0000 0.0000 0.0000 0.0000 0 0000 L3 69 0000-18 0000 0 0000 0.0000 0.0000 0.0000 L4 18.0000-0.0000 0.0000 0.0000 0 0000 0 0000 • User Defined'Leads • . . Description Elevation Offset Azimuth Weight a Wind Force CAAc From Angle Centroid ft ft K K K K ft2 Flag 109.0000 0.00 0 0000 No Ice 0 07 0 00 0.00 0.16 3.6049 Ice 0 11 0 00 0 00 0.00 0.2073 Service 0.07 0 00 0.00 0.06 4.1557 Discrete Tower'Loads' • Descnption Face Offset Offsets' Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft 0 ft tnxTower Report-version 6 1 4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805,Application 247537, Revision 5 Page 10 Descnption Face Offset set Offsets. Azimuth Placement CAAA CAAA Weight or Type Hoa Adjustmen Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft Lightning Rod 8'x 5/8" C From Face 0.0000 0.0000 109.0000 No Ice 0.5000 0.5000 0.01 0.00 1/2" 1.3135 1 3135 0.01 4 00 Ice 2.1437 2 1437 0.02 1"Ice ... HB-X-AW-19-65-00T A From Leg 0 5000 0 0000 109.0000 No Ice 4 8167 4.8167 0.03 0 00 1/2" 5 2650 5.2650 '0 06 3.00 Ice 5.7207 5 7207 0.10 1"Ice (2)ETM190G-12UB A From Leg 0 0000 0 0000 107 0000 No Ice 0 0000 0 0000 0.02 0 00 1/2" 0.0000 0 0000 0 02 0 00 Ice 0 0000 0.0000 0 03 1"Ice 800 10121 w/Mount Pipe A From Leg 0 0000 0.0000 107.0000 No Ice 0 0000 0 0000 0.07 0.00 1/2" 0 0000 0.0000 0 12 0.00 Ice 0.0000 0 0000 0.18 1"Ice (2)ETM190G-12UB B From Leg 0.0000 0.0000 107 0000 No Ice 0.0000 0.0000 0.02 0 00 1/2" 0 0000 0.0000 0.02 0 00 Ice 0 0000 0.0000 0 03 1"Ice 800 10121 w/Mount Pipe B From Leg 0 0000 0 0000 107 0000 No Ice 0.0000 0 0000 0.07 0.00 1/2" 0.0000 0.0000 0.12 0 00 Ice 0.0000 0.0000 0 18 1"Ice (2)ETM190G-12UB C From Leg 0.0000 0.0000 107.0000 No Ice 0 0000 0.0000 0.02 0.00 1/2" 0.0000 0.0000 0.02 0 00 Ice 0 0000 0 0000 0 03 1"Ice 800 10121 w/Mount Pipe C From Leg 0 0000 0.0000 107.0000 No Ice 0 0000 0.0000 0 07 0.00 1/2" 0.0000 0 0000 0.12 0.00 Ice 0.0000 0.0000 0.18 1"Ice CWWX063X25x00 w/ A From Leg 0 0000 0.0000 97.0000 No Ice 0 0000 0.0000 0 08 Mount Pipe 0 00 1/2" 0.0000 0 0000 0.17 0 00 Ice 0.0000 0 0000 0.27 1"Ice CWWX063X25x00 w/ B From Leg 0.0000 0 0000 97 0000 No Ice 0.0000 0.0000 0 08 Mount Pipe 0 00 1/2" 0.0000 0.0000 0.17 0 00 Ice 0.0000 0 0000 0.27 1"Ice CWWX063X25x00 w/ C From Leg 0.0000 0.0000 97.0000 No Ice 0 0000 0.0000 0 08 Mount Pipe 0 00 1/2" 0 0000 0 0000 0.17 0.00 Ice 0.0000 0 0000 0 27 1"Ice ETW190VS12UB A From Leg 0 0000 0 0000 90 0000 No Ice 0 0000 0.0000 0 01 0.00 1/2" 0 0000 0.0000 0 02 3 00 Ice 0 0000 0.0000 0.03 1"Ice TMBXX-6516-R2M w/ A From Leg 0.0000 0 0000 90.0000 No Ice 0.0000 0.0000 0.05 Mount Pipe 0 00 1/2" 0.0000 0.0000 0.10 3.00 Ice 0.0000 0 0000 0.16 1"Ice ATMAA1412D-1A20 A From Leg 0 0000 0.0000 90 0000 No Ice 0.0000 0.0000 0 01 0 00 1/2" 0.0000 0 0000 0.02 3 00 Ice 0.0000 0 0000 0 03 1"Ice ETW190VS12UB B From Leg 0 0000 0.0000 90 0000 No Ice 0 0000 0.0000 0 01 0 00 1/2" 0 0000 0.0000 0 02 tnxTower Report-version 6 1.4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382 001 7805, Application 247537, Revision 5 Page 11 Descnption Face Offset Offsets* Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ft 3.00 Ice 0 0000 0.0000 0.03 1"Ice TMBXX-6516-R2M w/ B From Leg 0 0000 0 0000 90 0000 No Ice 0.0000 0.0000 0 05 Mount Pipe 0 00 1/2" 0.0000 0.0000 0.10 3 00 Ice 0 0000 0.0000 0 16 1"Ice ATMAA1412D-1A20 B From Leg 0.0000 0.0000 90.0000 No Ice 0 0000 0.0000 0 01 0.00 1/2" 0.0000 0.0000 0.02 3.00 Ice 0.0000 0.0000 0 03 1"Ice ETW190VS12UB C From Leg 0.0000 0.0000 90 0000 No Ice 0.0000 0.0000 0.01 0 00 1/2" 0.0000 0 0000 0.02 3 00 Ice 0.0000 0 0000 0.03 1"Ice TMBXX-6516-R2M w/ C From Leg 0 0000 0.0000 90 0000 No Ice 0 0000 0 0000 0.05 Mount Pipe 0.00 1/2" 0.0000 0.0000 0.10 3 00 Ice 0.0000 0.0000 0.16 1"Ice ATMAA1412D-1A20 C From Leg 0 0000 0 0000 90 0000 No Ice 0.0000 0.0000 0 01 0 00 1/2" 0.0000 0 0000 0.02 3.00 Ice 0.0000 0.0000 0 03 1"Ice HBX-6516DS-VTM w/ A From Leg 0.0000 0.0000 77 0000 No Ice 0 0000 0.0000 0.03 Mount Pipe 0.00 1/2" 0.0000 0.0000 0 06 0 00 Ice 0.0000 0.0000 0.10 1"Ice HBX-6516DS-VTM w/ B From Leg 0 0000 0.0000 77.0000 No Ice 0.0000 0.0000 0 03 Mount Pipe 0 00 1/2" 0 0000 0 0000 0 06 0 00 Ice 0 0000 0 0000 0.10 1"Ice HBX-6516DS-VTM w/ C From Leg 0 0000 0.0000 77.0000 No Ice 0.0000 0.0000 0 03 Mount Pipe 0.00 1/2" 0 0000 0.0000 0.06 0.00 Ice 0.0000 0.0000 0.10 1"Ice PG7N0E-0090-313 A From Leg 3 0000 0 0000 30 0000 No Ice 5.7130 5 7130 0.00 0 00 1/2" 6.3208 6.3208 0 05 5 00 Ice 6.9378 6 9378 0 10 1"Ice PG7N0E-0090-313 C From Leg 3.0000 -60.0000 30 0000 No Ice 5 7130 5.7130 0.00 0.00 1/2" 6 3208 6 3208 0.05 5.00 Ice 6 9378 6 9378 0.10 1"Ice PG7N0E-0090-313 A From Leg 3 0000 0 0000 30 0000 No Ice 5.7130 5 7130 0.00 0 00 1/2" 6.3208 6.3208 0 05 -6 00 Ice 6 9378 6.9378 0.10 1"Ice SD312-HF2P4SNM C From Leg 3 0000 -60.0000 30 0000 No Ice 0 8800 0.8800 0.01 0.00 1/2" 1 6900 1 6900 0 01 -4 00 Ice 3.2400 3.2400 0 02 1"Ice Side Arm Mount[SO 306- A From Leg 0.0000 0.0000 30.0000 No Ice 0.9800 2.1800 0.04 1] 0.00 1/2" 1.7000 3.8000 006 0.00 Ice 2.4200 5.4200 0.08 1"Ice Side Arm Mount[SO 306- C From Leg 0 0000 -60.0000 30 0000 No Ice 0.9800 2.1800 0.04 1] 0.00 1/2" 1.7000 3 8000 0.06 0.00 Ice 2.4200 5.4200 0.08 1"Ice Canister Load1 C None 0 0000 109 0000 No Ice 6 7297 6 7297 0.07 1/2" 6.9755 6.9755 0 16 tnxTower Report-version 6 1 4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382 001 7805,Application 247537, Revision 5 Page 12 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 K ft ° ft Ice 7.2214 7 2214 0.25 1"Ice Canister Load2 C None 0 0000 99.0000 No Ice 13.6745 13.6745 0.70 1/2" 14.1661 14.1661 0.87 Ice 14.6578 14.6578 1.05 1"Ice Canister Load3 C None 0.0000 89 0000 No Ice 14.1047 14.1047 0 74 1/2" 14.5964 14.5964 0.92 Ice 15.0880 15.0880 1.10 1"Ice Canister Load4 C None 0.0000 79.0000 No Ice 14 5349 14.5349 0 78 1/2" 15 0266 15.0266 0 96 Ice 15.5182 15.5182 1.15 1"Ice Canister Load5 C None 0.0000 69.0000 No Ice 7.3750 7.3750 0.74 1/2" 7.6208 7.6208 0.83 Ice 7.8667 7 8667 0 93 1"Ice Truck Ball C None 0 0000 109.7500 No Ice 1.4137 1.4137 0.05 1/2" 1 5752 1 5752 0 07 Ice 1.7453 1.7453 0.09 1"Ice Tower'Pressures No'Ice. - GH=1.690 Section z Kz q= AG F AF AR A,eg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 L1 109.0000- 99.0000 1.369 25 32 7.500 A 0.000 0.000 0 000 0.00 0.000 0.000 89.0000 B 0.000 0 000 0.00 0.000 0 000 C 0.000 0 000 0.00 0.000 0.000 L2 89.0000- 79.0000 1.283 23.74 13.333 A 0.000 0.000 0 000 0.00 0.000 0.000 69.0000 B 0 000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0 000 L3 69.0000- 43 5581 1.083 19.92 142.67 A 0.000 142.673 142.673 100.00 0.000 0.000 18.0000 3 B 0 000 142 673 100 00 0 000 0 000 C 0.000 142.673 100.00 0.000 0.000 L4 18 0000- 8.9005 1 18 50 56.941 A 0.000 56.941 56.941 100.00 0.000 0.000 0.0000 B 0.000 56.941 100 00 0.000 0 000 C 0.000 56 941 100.00 0.000 0.000 . ' ; Tower'Pressur'e.-,With Ice , - . . . GH=1.690 Section z Kz qz tz AG F AF AR A,eg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf in ft2 ft2 ft2 ft2 ft2 ft2 L1 109.0000- 99.0000 1.369 4 96 0 7500 10 000 A 0.000 0 000 0.000 0.00 0 000 0 000 89.0000 B 0 000 0 000 0.00 0 000 0.000 C 0.000 0 000 0.00 0.000 0.000 tnxTower Report-version 6.1.4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805,Application 247537, Revision 5 Page 13 Section z Kz ch tz AG F AF AR Aieg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf in ft2 e ft2 ft2 ft2 ft2 ft2 L2 89 0000- 79.0000 1.283 4.65 0 7500 15.833 A 0.000 0.000 0.000 0 00 0.000 0.000 69 0000 B 0 000 0 000 0 00 0.000 0.000 C 0 000 0 000 0.00 0 000 0.000 L3 69 0000- 43 5581 1.083 3 90 0.7500 149.048 A 0 000 149 048 149.048 100 00 0.000 0.000 18.0000 B 0 000 149.048 100.00 0.000 0 000 C 0.000 149 048 100 00 0.000 0.000 L4 18 0000- 8 9005 1 3 62 0 7500 59.191 A 0 000 59.191 59.191 100.00 0.000 0.000 0 0000 B 0 000 59 191 100 00 0 000 0.000 C 0.000 59.191 100.00 0.0001 0 000 ' Tower Pressure - Service - . . GH=1.690 Section z Kz qz AG F AF AR Aieg Leg CAAA CAAA Elevation a % In Out c Face Face ft ft psf ft2 e ft2 ft2 ft2 ft2 ft2 L1 109 0000- 99 0000 1.369 8.76 7.500 A 0 000 0.000 0 000 0 00 0.000 0 000 89.0000 B 0.000 0 000 0 00 0.000 0.000 C 0 000 0.000 0.00 0.000 0 000 L2 89.0000- 79 0000 1.283 8.21 13.333 A 0.000 0.000 0 000 0.00 0.000 0.000 69.0000 B 0.000 0 000 0 00 0.000 0 000 C 0.000 0.000 0 00 0.000 0 000 L3 69.0000- 43.5581 1 083 6 89 142.67 A 0 000 142.673 142.673 100.00 0 000 0.000 18.0000 3 B 0 000 142.673 100.00 0 000 0 000 C 0 000 142 673 100.00 0 000 0 000 L4 18 0000- 8.9005 1 6.40 56 941 A 0.000 56 941 56 941 100.00 0.000 0.000 0.0000 B 0.000 56 941 100 00 0.000 0.000 C 0.000 56 941 100 00 0.000 0.000 Load Combinations ,. : Comb. Description No. 1 Dead Only 2 Dead+Wind 0 deg-No Ice 3 Dead+Wind 30 deg-No Ice 4 Dead+Wind 60 deg-No Ice 5 Dead+Word 90 deg-No Ice 6 Dead+Wind 120 deg-No Ice 7 Dead+Wind 150 deg-No Ice 8 Dead+Wind 180 deg-No Ice 9 Dead+Wind 210 deg-No Ice 10 Dead+Wind 240 deg-No Ice 11 Dead+Wind 270 deg-No Ice 12 Dead+Wind 300 deg-No Ice 13 Dead+Wind 330 deg-No Ice 14 Dead+Ice+Temp 15 Dead+Wind 0 deg+Ice+Temp 16 Dead+Wind 30 deg+Ice+Temp 17 Dead+Wind 60 deg+Ice+Temp 18 Dead+Wind 90 deg+Ice+Temp 19 Dead+Wind 120 deg+Ice+Temp 20 Dead+Wind 150 deg+Ice+Temp 21 Dead+Wind 180 deg+Ice+Temp 22 Dead+Wind 210 deg+Ice+Temp 23 Dead+Wind 240 deg+Ice+Temp 24 Dead+Wind 270 deg+Ice+Temp 25 Dead+Wind 300 deg+Ice+Temp 26 Dead+Wind 330 deg+Ice+Temp tnxTower Report-version 6.1.4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805,Application 247537,Revision 5 Page 14 Comb. Descnption No 27 Dead+Wind 0 deg-Service 28 Dead+Wind 30 deg-Service 29 Dead+Wind 60 deg-Service 30 Dead+Wind 90 deg-Service 31 Dead+Wind 120 deg-Service 32 Dead+Wind 150 deg-Service 33 Dead+Wind 180 deg-Service 34 Dead+Wind 210 deg-Service 35 Dead+Wind 240 deg-Service 36 Dead+Wind 270 deg-Service 37 Dead+Wind 300 deg-Service 38 Dead+Wind 330 de•-Service Maximum Member Forces Sectio Elevation Component Condition Gov Force Major Axis Minor Axis n ft Type Load Moment Moment No Comb. K ki.-ft ki•-ft L1 109-89 Pole Max Tension 21 0 00 -0 00 0.00 Max.Compression 14 -3 97 0 00 0 06 Max Mx 11 -2.24 24.06 0 02 Max My 2 -2 24 0 00 24 08 Max.Vy 11 -1 53 13.60 0.01 Max.Vx 2 -1.53 0.00 13.62 Max Torque 11 -0.14 L2 89-69 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 14 -8 29 0.00 0 06 Max.Mx 11 -5.73 71 47 0 02 Max My 2 -5.73 0.00 71.48 Max Vy 11 -2.69 47 56 0.02 Max.Vx 2 -2 69 0 00 47 58 Max.Torque 5 0.14 L3 69-18 Pole Max Tension 1 0 00 0 00 0 00 Max.Compression 14 -15 57 0 43 0 57 Max Mx 11 -11.14 277.17 0.04 Max.My 2 -11 14 0 10 276 56 Max.Vy 11 -6 41 277 17 0 04 Max Vx 2 -6.34 0.10 276.56 Max.Torque 4 1 58 L4 18-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 14 -19 57 0.43 0.57 Max Mx 11 -14.38 438.46 0.04 Max.My 2 -14 38 0.10 436.13 Max Vy 11 -7.78 438 46 0 04 Max Vx 2 -7.70 0.10 436.13 Max.Torque 4 1.58 Maximum Reactions Location Condition Gov Vertical Honzontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 14 19 57 0.00 0 00 Max.Hz 11 14.38 7.78 0 00 Max.HZ 2 14.38 0 00 7.70 Max Mx 2 436.13 0.00 7.70 Max MZ 5 438 25 -7.78 0.00 Max.Torsion 4 1.58 -6.73 3.85 Min Vert 36 14 38 2.70 0.00 Min H,, 5 14 38 -7 78 0.00 Min.H= 8 14.38 0 00 -7.70 Min.Mx 8 -436.03 0 00 -7 70 Min.MZ 11 -438 46 7.78 0 00 tnxTower Report-version 6.1.4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805,Application 247537, Revision 5 Page 15 Location Condition Gov Vertical Honzontal,X Horizontal,Z Load K K K Comb. Min.Torsion 10 -1.58 6.73 -3.85 • Tower Mast Reaction Summary , , Load Vertical Shears Shearz Overturning Overturning Torque Combination Moment,Mx Moment,MZ K K K kip-ft kip-ft kip-ft Dead Only 14.38 0.00 0.00 -0.05 0.10 0.00 Dead+Wind 0 deg-No Ice 14.38 0.00 -7.70 -436.13 0.10 -0.85 Dead+Wind 30 deg-No Ice 14.38 3.89 -6 67 -377 71 -219 08 -1 40 Dead+Wind 60 deg-No Ice 14.38 6.73 -3 85 -218 09 -379 53 -1.58 Dead+Wind 90 deg-No Ice 14.38 7.78 0.00 -0.04 -438.25 -1.34 Dead+Wind 120 deg-No Ice 14.38 6.73 3 85 218.00 -379.52 -0.73 Dead+Wind 150 deg-No Ice 14.38 3 89 6.67 377.61 -219.07 0.07 Dead+Wind 180 deg-No Ice 14.38 0.00 7 70 436.03 0 10 0.85 Dead+Wind 210 deg-No Ice 14 38 -3.89 6.67 377.61 219.28 1.40 Dead+Wind 240 deg-No Ice 14.38 -6.73 3.85 218.00 379 73 1 58 Dead+Wind 270 deg-No Ice 14.38 -7.78 0 00 -0.04 438.46 1.34 Dead+Wind 300 deg-No Ice 14 38 -6 73 -3.85 -218.09 379.73 0 73 Dead+Wind 330 deg-No Ice 14.38 -3.89 -6.67 -377.71 219.28 -0.07 Dead+Ice+Temp 19 57 -0.00 -0.00 -0.57 0.43 0.00 Dead+Wind 0 19.57 0.00 -1.60 -90.88 0 44 -0.24 deg+Ice+Temp Dead+Wind 30 19.57 0.81 -1.38 -78.78 -45.18 -0.35 deg+Ice+Temp Dead+Wind 60 19 57 1.41 -0.80 -45.73 -78 58 -0 37 deg+Ice+Temp Dead+Wind 90 19 57 1 63 -0.00 -0.59 -90 80 -0 29 deg+Ice+Temp Dead+Wind 120 19.57 1 41 0.80 44.56 -78.58 -0.14 deg+Ice+Temp Dead+Wind 150 19.57 0.81 1.38 77.61 -45.18 0.06 deg+Ice+Temp Dead+Wind 180 19.57 -0.00 1.60 89.70 0.44 0.24 deg+Ice+Temp Dead+Wind 210 19 57 -0.81 1.38 77 61 46.06 0.35 deg+Ice+Temp Dead+Wind 240 19 57 -1.41 0.80 44 56 79.46 0.37 deg+Ice+Temp Dead+Wind 270 19.57 -1.63 -0 00 -0.59 91 68 0.29 deg+Ice+Temp Dead+Wind 300 19.57 -1.41 -0.80 -45.73 79.46 0.14 deg+Ice+Temp Dead+Wind 330 19.57 -0 81 -1.38 -78.78 46 06 -0 06 deg+Ice+Temp Dead+Wind 0 deg-Service 14.38 0.00 -2 67 -151.96 0.10 -0.29 Dead+Wind 30 deg-Service 14.38 1.35 -2 31 -131.61 -76.25 -0.49 Dead+Wind 60 deg-Service 14.38 2.34 -1.34 -76.00 -132.14 -0.55 Dead+Wind 90 deg-Service 14 38 2.70 0.00 -0.05 -152.59 -0.46 Dead+Wind 120 deg- 14 38 2 34 1.34 75 91 -132.14 -0.25 Service Dead+Wind 150 deg- 14.38 1.35 2.31 131.51 -76.25 0.02 Service Dead+Wind 180 deg- 14.38 0.00 2.67 151.86 0.10 0.29 Service Dead+Wind 210 deg- 14.38 -1.35 2.31 131.51 76 45 0.49 Service Dead+Wind 240 deg- 14.38 -2.34 1 34 75 91 132.34 0 55 Service Dead+Wind 270 deg- 14.38 -2.70 0.00 -0.05 152.80 0.46 Service Dead+Wind 300 deg- 14.38 -2.34 -1.34 -76.00 132.34 0.25 Service Dead+Wind 330 deg- 14.38 -1 35 -2 31 -131 61 76.45 -0 02 Service tnxTower Report-version 6.1 4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805, Application 247537, Revision 5 Page 16 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0 00 -14 38 0.00 0 00 14 38 0.00 0.000% 2 0 00 -14 38 -7.70 0.00 14.38 7 70 0.000% 3 3 89 -14 38 -6.67 -3 89 14 38 6.67 0 000% 4 6.73 -14 38 -3.85 -6 73 14 38 3.85 0.000% 5 7.78 -14.38 0.00 -7.78 14.38 0.00 0.000% 6 6.73 -14.38 3.85 -6.73 14.38 -3.85 0.000% 7 3.89 -14.38 6.67 -3.89 14 38 -6.67 0.000% 8 0.00 -14 38 7.70 0.00 14.38 -7.70 0.000% 9 -3.89 -14.38 6.67 3 89 14 38 -6.67 0.000% 10 -6.73 -14.38 3 85 6.73 14.38 -3.85 0.000% 11 -7.78 -14.38 0.00 7.78 14.38 0.00 0.000% 12 -6.73 -14.38 -3 85 6.73 14.38 3.85 0.000% 13 -3.89 -14 38 -6 67 3 89 14 38 6.67 0.000% 14 0.00 -19.57 0 00 0.00 19.57 0.00 0.000% 15 0.00 -19.57 -1.60 0.00 19.57 1.60 0.000% 16 0.81 -19.57 -1 38 -0 81 19.57 1.38 0.000% 17 1.41 -19.57 -0 80 -1.41 19 57 0 80 0.000% 18 1.63 -19 57 0.00 -1.63 19.57 0 00 0.000% 19 1.41 -19.57 0 80 -1.41 19.57 -0.80 0 000% 20 0 81 -19 57 1.38 -0.81 19 57 -1.38 0.000% 21 0.00 -19.57 1.60 0.00 19.57 -1.60 0.000% 22 -0 81 -19.57 1.38 0.81 19 57 -1,38 0.000% 23 -1.41 -19 57 0 80 1.41 19.57 -0.80 0.000% 24 -1.63 -19.57 0 00 1.63 19 57 0.00 0.000% 25 -1.41 -19.57 -0.80 1.41 19.57 0 80 0.000% 26 -0 81 -19.57 -1.38 0.81 19 57 1.38 0.000% 27 0.00 -14.38 -2.67 0.00 14.38 2.67 0.000% 28 1.35 -14 38 -2.31 -1.35 14.38 2.31 0.000% 29 2.34 -14.38 -1.34 -2.34 14 38 1 34 0.000% 30 2 70 -14.38 0.00 -2.70 14.38 0 00 0.000% 31 2 34 -14 38 1 34 -2 34 14 38 -1.34 0.000% 32 1.35 -14.38 2 31 -1.35 14.38 -2.31 0.000% 33 0.00 -14.38 2 67 0 00 14 38 -2 67 0.000% 34 -1.35 -14 38 2 31 1 35 14 38 -2.31 0.000% 35 -2.34 -14 38 1 34 2 34 14 38 -1.34 0.000% 36 -2.70 -14.38 0.00 2.70 14.38 0.00 0.000% 37 -2.34 -14.38 -1.34 2.34 14.38 1.34 0.000% 38 -135 -14.38 -2.31 1.35 14.38 2.31 0.000% ' Non-Linear-Convergence Results, . . . ' : . Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0 00000001 0 00001476 3 Yes 5 0 00000001 0 00046599 4 Yes 5 0.00000001 0.00054728 5 Yes 5 0.00000001 0.00009771 6 Yes 5 0 00000001 0.00045190 7 Yes 5 0 00000001 0.00051794 8 Yes 5 0 00000001 0.00001474 9 Yes 5 0.00000001 0 00052301 10 Yes 5 0.00000001 0.00045038 11 Yes 5 0.00000001 0.00009772 12 Yes 5 0.00000001 0.00054423 13 Yes 5 0.00000001 0.00046952 14 Yes 4 0 00000001 0.00000001 15 Yes 5 0 00000001 0.00008009 16 Yes 5 0.00000001 0 00008873 tnxTower Report-version 6.1.4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382 001.7805, Application 247537,Revision 5 Page 17 17 Yes 5 0 00000001 0.00009253 18 Yes 5 0 00000001 0.00008140 19 Yes 5 0 00000001 0 00008719 20 Yes 5 0 00000001 0.00008877 21 Yes 4 0 00000001 0.00098954 22 Yes 5 0 00000001 0.00008928 23 Yes 5 0.00000001 0.00008744 24 Yes 5 0 00000001 0.00008159 25 Yes 5 0.00000001 0.00009245 26 Yes 5 0 00000001 0.00008891 27 Yes 4 0.00000001 0.00043418 28 Yes 4 0 00000001 0 00052393 29 Yes 4 0.00000001 0.00063557 30 Yes 4 0.00000001 0.00047547 31 Yes 4 0 00000001 0 00051316 32 Yes 4 0.00000001 0 00058565 33 Yes 4 0.00000001 0.00043078 34 Yes 4 0.00000001 0.00059365 35 Yes 4 0.00000001 0.00051318 36 Yes 4 0.00000001 0.00047570 37 Yes 4 0.00000001 0.00063052 38 Yes 4 0.00000001 0.00052677 Maximum Tower Deflections-Service Wind: , ' Section Elevation Horz. Gov Tilt Twist No. Deflection Load ft in Comb. ° L1 109-89 15.347 27 2.7558 0.0326 L2 89-69 6 107 36 1 0410 0 0039 L3 69-18 2 927 36 0 3633 0 0014 L4 22 75-0 0.368 36 0.1383 0.0008 ' ' 'ritical Deflections and Radius .of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 109 7500 Truck Ball 27 15 347 2.7558 0 0326 2134 109.0000 Lightning Rod 8'x 5/8" 27 15.347 2.7558 0 0326 2134 107 0000 (2)ETM190G-12UB 27 14 273 2 5601 0 0291 2134 99 0000 Canister Load2 37 10.162 1 8067 0.0157 1066 97.0000 CVWVX063X25x00 WI Mount 37 9 225 1.6330 0 0128 888 Pipe 90.0000 ETW190VS12UB 36 6.430 1.1041 0 0047 586 89.0000 Canister Load3 36 6.107 1.0410 0.0039 580 79.0000 Canister Load4 36 3.935 0 5889 0.0007 1028 77 0000 HBX-6516DS-VTM w/Mount 36 3.675 0 5301 0.0007 1263 Pipe 69.0000 Canister Loads 36 2.927 0.3633 0 0014 6963 30 0000 PG7N0E-0090-313 36 0.601 0 1557 0.0012 8993 Maximum Tower Deflections - Design Wind. Section Elevation Horz. Gov. Tilt Twist No Deflection Load ft in Comb. ° L1 109-89 43.447 11 7 7518 0.0931 L2 89-69 17.438 11 2.9583 0.0111 L3 69-18 8 381 11 1.0394 0.0039 tnxTower Report-version 6.1 4 1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CO BU No 857111 Project Number 37514-2382 001 7805, Application 247537,Revision 5 Page 18 ...... ...... ............ .. .... .......... Section Elevation Horz. Gov. Tilt Twist No Deflection Load ft in Comb. ° L4 22.75-0 1.055 11 0.3966 0.0023 . , ' Critical Deflections and Radius of Curvature = Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ft 109.7500 Truck Ball 11 43.447 7.7518 0.0931 778 109.0000 Lightning Rod 8'x 5/8" 11 43.447 7.7518 0 0931 778 107.0000 (2)ETM190G-12UB 11 40.430 7 2054 0.0830 778 99.0000 Canister Load2 11 28.868 5.1009 0.0449 388 97.0000 CWWX063X25x00 w/Mount 11 26 230 4.6154 0.0365 323 Pipe 90.0000 ETW190VS12UB 11 18 350 3 1353 0.0134 212 89.0000 Canister Load3 11 17.438 2 9583 0.0111 209 79 0000 Canister Load4 11 11 275 1.6825 0.0020 367 77 0000 HBX-6516DS-VTM w/Mount 11 10.532 1.5154 0.0020 451 Pipe 69.0000 Canister Load5 11 8.381 1.0394 0 0039 2409 30.0000 PG7N0E-0090-313 11 1.719 0.4463 0.0034 3155 Compression Checks 'PoIe'Des1gn Data Section Elevation Size L L„ Kl/r Fa A Actual Allow. Ratio No. P Pa P ft ft ft ksi in2 K K pa L1 109-89(1) TP4 5x4 5x0.5 20.0000 0.0000 0.0 42.000 6.2832 -2.24 263.89 0 008 L2 89-69(2) TP8x8x1 20.0000 0.0000 0.0 25.200 21.9911 -5 73 554.18 0.010 L3 69-18(3) TP37.14x30x0.2188 51.0000 0.0000 0.0 37 246 25 1732 -11 14 937.59 0.012 L4 18-0(4) TP39 22x36.0375x0 25 22.7500 0.0000 0 0 38.350 30.9227 -14.38 1185.88 0 012 Pole Bending Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. Mx fbx Fbx fbx My fby Fby iby ft kip-ft ksi ksi Fbx kip-ft ksi ksi Fby L1 109-89(1) TP4 5x4.5x0.5 24.08 50 937 46.200 1.103 0.00 0.000 46 200 0.000 L2 89-69(2) TP8x8x1 71.48 24.964 27.720 0 901 0 00 0.000 27.720 0.000 L3 69-18(3) TP37 14x30x0.2188 277.17 14.742 37.246 0 396 0 00 0.000 37.246 0.000 L4 18-0(4) TP39 22x36.0375x0 25 438.46 17.669 38 350 0.461 0 00 0 000 38.350 0.000 Pole Shear Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. V f0 F0 fa T ff F01 f,1 ft K ksi ksi Fa kip-ft ksi ksi F„, L1 109-89(1) TP4.5x4 5x0.5 1.4-7 0 233 28 000 0.017 0 00 0 000 28 000 0 000 L2 89-69(2) TP8x8x1 2.62 0.119 16.800 0 014 0 00 0 000 16 800 0.000 tnxTower Report-version 6 1.4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382 001 7805, Application 247537, Revision 5 Page 19 Section Elevation Size Actual Actual Allow Ratio Actual Actual Allow Ratio No. V f„ F,, f„ T f„r F„r f„1 ft K ksi ksi F„ kip-ft ksi ksi --F— . „1 L3 69-18(3) TP37 14x30x0 2188 6.41 0 255 26 000 0 020 1 34 0.035 26.000 0.001 L4 18-0(4) TP39.22x36.0375x0.25 7.78 0.252 26.000 0.019 1 34 0 026 26.000 0 001 Pole Interaction Design Data ” - . Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Critena No. P fox fby f,, f„r Stress Stress ft Pa Fbx Fby F,, F„1 Ratio Ratio L1 109-89(1) 0.008 1 103 0 000 0.017 0.000 1.111 1.333 H1-3+VT V if L2 89-69(2) 0.010 0.901 0.000 0 014 0.000 0.911 1.333 H1-3+VT L3 69-18(3) 0 012 0.396 0.000 0.020 0.001 0.408 1.333 H1-3+VT V V L4 18-0(4) 0.012 0 461 0 000 0 019 0.001 0 473 1.333 H1-3+VT#, . - , Section Capacity Table Section Elevation Component Size Critical P SF*Penow % Pass No ft Type Element K K Capacity Fail L1 109-89 Pole TP4 5x4 5x0 5 1 -2.24 351.77 83 4 Pass L2 89-69 Pole TP8x8x1 2 -5 73 738.72 68 3 Pass L3 69-18 Pole TP37.14x30x0.2188 3 -11 14 1249.81 30 6 Pass L4 18-0 Pole TP39.22x36.0375x0 25 4 -14 38 1580 78 35.5 Pass Summary Pole(L1) 83.4 Pass RATING= 83.4 Pass tnxTower Report-version 6.1.4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001.7805,Application 247537, Revision 5 Page 20 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.1.4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382 001 7805, Application 247537, Revision 5 Page 21 (INSTALLED) (INSTALLED) (4) 1/2"TO 30 FT LEVEL (1) 7/8"TO 109 FT LEVEL (6) 1-5/8"TO 77 FT LEVEL (INSTALLED) . (12) 1-1/4"TO 107 FT LEVEL ,!..k- /-i \ \ 4,'y� \\ \ IL /� \ \ \ \ / / \ \ I I I I 04 01 i I 0' 0.2 I I (INSTALLED) (12) 7/8"TO 90 FT LEVEL 1\ I I \ \ / I \ \ / 1 / / \ \ / / N _ i /^ \ • -- C t -000�'v (PROPOSED) (I'l 7/8"TO 9/ FT LEVFL tnxTower Report-version 6 1 4.1 October 23, 2014 109 Ft Monopole Tower Structural Analysis CCI BU No 857111 Project Number 37514-2382.001 7805,Application 247537, Revision 5 Page 22 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.1.4.1 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 109 0 H Truck Ball 109 75 TMBXX-6516-R2M w/Mount Pipe 90 HB-X-AW-19-65-00T 109 ATMAAI412D-1A20 — 90 Canister Load1 109 TMBXX-6516-R2M w/Mount Pipe 90 Lightning Rod 8'x-5767- 109 ETW19OVS12UB 90 Flag 109 ATMAA1412D-1A20 90 0 800 10121 w/Mount Pipe __107 - ETW19OVS12UB 90 _ 0 c 5 5 5 (2)ETM190G-12UB 107 Canister Load3 89 c N N n o 800 10121 wI Mount Pipe 107 Canister Load4 79 o a a N (2)ETM19OG-12UB 107 HBX-651605-VTM w/Mount Pipe 77 I 800 10121 w/Mount Pipe 107 HBX-6516DS-VTM w/Mount Pipe 77 (2)ETM190G-12UB 107 HBX-65160S-VTM w/Mount Pipe 77 I Canister Load2 _ ___ 99 ___ _ Canister Load5 —— 69_ _ _ _ o W CWX063X25x00 w/Mount Pipe 97 Side Arm Mount[SO 306-1] 30 m 89 0 N • CW WX063X25x00 w/Mount Pipe 97 PG7NOF-0090-31330 -- CW WXO63X25x00 w/Mount Pipe _97 PG7NOF-0090.313 30 A TMBXX-6516-R2M wI Mount Pipe 90 SD312•HF2P4SNM 30 ATMAA14120-1A20 90 Side Arm Mount[SO 306-1] 30 i ETW190VS12UB 90 PG7N0E-0090-313 30 o rsJ g o a o SMATERIAL STRENGTH 5 GRADE Fy Fu GRADE Fy__ Fu A582-70 70 ksi 90 ksi A572-65 65 ksi 80 ksi A572-42— 42 ksi -- 60 ksi - '— TOWER DESIGN NOTES 69 0 n 1,I 1. Tower is located in Suffolk County,New York 2. Tower designed for a 85 00 mph basic wind in accordance with the TIA/EIA-222-F Standard. I 3 Tower is also designed for a 37 62 mph basic wind with 0 75 in ice. 4 Deflections are based upon a 50 00 mph wind 5 TOWER RATING 83 4% 'v 1 Ho I o' o . m o o o ; M 0, N r a N G a (7 M i I' I � I II;, it I I i AXIAL 20 K /— _____ _ _ _ —_ 160n SHEAR MOMENT 2 K 1 - 92 kip-ft S 1 TORQUE 0 kip-ft � I 3762 mph WIND-07500 in ICE Fl S Li 0 ,n I; a S S ' ' AXIAL ' 14K 1 SHEAR MOMENT 8 K / 1 438 kip-ft OOfl 2 v m TORQUE 2 kip-ft N --== t REACTIONS-85 00 mph WIND Fa- E d 5 y d -i N •q E, = E 6 O m rn m yr 2g (7) rte- m 6 In Paul J. Ford and Company Job 109'flag pole 250 East Broad St., Suite 600 Prosect BUo#857111/PJF#37514-2382.001 Columbus, OH 43215 client' Crown Castle Drawn by Maria C Lopez ^ppd Phone (614)221-6679 Code TIA/EIA-222-F Date 10/23/14 Scale NTS FAX (614)448-4105 Path n „� Dwg No E-1 Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assumptions 1)Rod groups at corners. Total#rods divisible by 4. Maximum total#of rods=48(12 per Corner). 2)Rod Spacing=Straight Center-to-Center distance between any(2)adjacent rods(same corner) 3)Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Base Reactions BU#' 857111 TIA Revision. „ .'• F Site Name. Unfactored Moment,M: • 438 ft-kips App#' Unfactored Axial, P. -14 kips Anchor Rod Data Unfactored Shear,V: , ,8 . ,kips Qty. 4 Diam: 2.25 in Anchor Rod Results Rod Material A615-J TIA F-->Maximum Rod Tension 103.8 Kips Yield, Fy: 75 ksi Allowable Tension. 195.0 Kips Strength, Fu 100 ksi Anchor Rod Stress Ratio: 53.2% Pass Bolt Circle 49 ,in Plate Data Base Plate Results Flexural Check PL Ref. Data W=Side 44 , in Base Plate Stress: 35.3 ksi Yield Line(in). Thick: 2 in Allowable PL Bending Stress: 50.0 ksi 23.01 Grade: 50 ksi Base Plate Stress Ratio: 70.7% Pass Max PL Length Clip Distance' 4 in 23 01 N/A-Unstiffened Stiffener Data(Welding at both sides) Stiffener Results Configuration Unstiffened Horizontal Weld: N/A Weld Type. ** Vertical Weld. N/A Groove Depth' in** Plate Flex+Shear,fb/Fb+(fv/Fv)^2: N/A Groove Angle: • degrees Plate Tension+Shear,ft/Ft+(fv/Fv)^2. N/A Fillet H.Weld <--Disregard Plate Comp. (AISC Bracket): N/A Fillet V.Weld' in Pole Results Width: • in Pole Punching Shear Check N/A Height in Max PL Length Thick. in Yield Line Notch' in Anchors t= BASE PL of corner= J THICKNESS Grade. ksi °ty/4 Weld str.: ksi A � Anchor, Typ• Clear Space - i STIFFENED TOOL RATION ASSUMED IN TOOL between GHQ ' C BC Stiffeners at in rB.C. nput Clear Space I of B C, for __, Anchor Case ySp \' Pole Data 47-p Pole =/o Diam 39.22 in Anchor Spacing Some As Thick' 0.25 in stiffener Spacng, Except for Sianle Corner Grade' 65 ksi Anchor (Input Clear Space) #of Sides: 18 "0"IF Round Stress Increase Factor ASD ASIF. 1.333 **Note for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CCIplate 1.5-Square Base F-G 1.2, Effective March 19,2012 Analysis date' 10/23/2014 PAUL J. FORD AND COMPANY PJF Job#: 37514-2382 STRUCTURAL123 ENGINEERS Date° XX 250 East Broad Street • Suite 600 • Columbus, Ohio 43215-3708 Engineer. XX Stiffened or Unstiffened, Stealth Flange Plate TIA Rev F Reactions Site Data Mu 71.48 ft-kips BU#. 857111 Axial, Pu: ,5.73 kips Site Name: Shear,Vu: 2.62 kips App#: Elevation:, 69 . feet Max Ratio: 105% Bolt Data Flange Bolt Results Qty. 6 Bolt Tension Capacity: 46.08 kips Diameter(in ): 1 ° Bolt Fu._ 120 Bolt Tension: 25 42 kips Bolt Material: A325 Bolt Fy ` 90 Bolt Stress Ratio. 55.2% Pass Circle(in.): - 22 5 Spoke Data Flange Plate Results Spoke Thick,t. 2 in Plate Bending Capacity: 50.00 kip*in Spoke Width,w: 5 in Plate Bending: 32.63 kip*in Grade(Fy): 50 ksi Plate Bending Ratio. 65.3% Pass Stiffener Data Config. . 1 * Stiffener Results Weld Size: 0 25 in Stiffener Shear Capacity' 120 00 kips Width: 5.5 ' in Stiffener Shear 53.61 kips Height: 9.75 in Stiffener Shear Ratio: 44.7% Pass Thick: 0 5 in Notch 0.75 in Stiffener Tension/Compression Capacity: 93 54 kips Grade* - 50 ksi Stiffener Tension/Compression: 30.10 kips Weld str.: 70 ' ksi Stiffener Tension/Compression Ratio 32 2% Pass *0=none,1=1 per spoke,2=2 per spoke Concealment Spine Data Stiffener Weld Capacity. 4.95 kip/in Diam: 8 in Stiffener Weld Tension 3.29 kip/in Thick: 1 - in Stiffener Weld Ratio: 66 5% Pass Grade' 42 ksi Fu ` '60 ksi Monopole Top Plate Monopole Top Plate Data** Monopole Plate Bending Capacity: 50.00 ksi Connected to: Monopole Monopole Plate Bending: 27.94 ksi Weld Type: Groove Monopole Plate Bending Ratio: 55.9% Pass Pole Diam: 30 in Pole Thick: 0.21875 in Monopole Plate Weld Capacity. 54 18 kips Spoke Thick,t: 2 in Monopole Plate Load. 26.37 kips Spoke Width,w. 5 in Monopole Plate Weld Ratio 48.7% Pass Plate Fy: 50 ksi Assumes the weld is continuous around the ID of the monopole Weld Size. 0.25 in Weld St' 70 ksi Only for the flange connected directly to the monopole Stress Increase Factor ASIF:I 1.333333 Analysis Date. 10/23/2014 PAUL J. FORD AND COMPANY PJF Job#: XX STRUCTURAL ENGINEERS Date: XX 250 East Broad Street • Suite 600 • Columbus, Ohio 43215-3708 Engineer: XX Stiffened or Unstiffened, Stealth Flange Plate TIA Rev F Reactions Site Data Mu 24.08 ft-kips BU#. 857111 Axial, Pu. ,2.24 . kips Site Name. Shear,Vu L:1.47 kips App#: Elevation: 89 feet Max Ratio: 105% Bolt Data Flange Bolt Results Qty 6 Bolt Tension Capacity. 25.92 kips Diameter(in.). 0.75 Bolt Fu: 120 Bolt Tension. 8 76 kips Bolt Material: A325 Bolt Fy. 90 Bolt Stress Ratio: 33.8% Pass Circle(in.): 22 , Spoke Data Flange Plate Results Spoke Thick,t: 1.375 in Plate Bending Capacity: 50.00 kip*in Spoke Width,w. 4.5 in Plate Bending. 36.22 kip*in Grade(Fy): 50 ksi Plate Bending Ratio. 72.4% Pass Stiffener Data _ Config: 1 * Stiffener Results Weld Size: 0.25 • in Stiffener Shear Capacity 120.00 kips Width: : ' 5 5 in Stiffener Shear. 32.11 kips Height: 9.75' in Stiffener Shear Ratio 26.8% Pass Thick: 0:5 in Notch. 0.75 in Stiffener Tension/Compression Capacity: 93.54 kips Grade: 50 ksi Stiffener Tension/Compression: 13.44 kips Weld str.. 70 ksi Stiffener Tension/Compression Ratio. 14.4% Pass *0=none,1 =1 per spoke,2=2 per spoke Concealment Spine Data Stiffener Weld Capacity: 4.95 kip/in Diam: . 4.5 in Stiffener Weld Tension: 1.69 kip/in Thick: 0.5 in Stiffener Weld Ratio. 34.2% Pass Grade. 70 • ksi Fu 90 ksi Stress Increase Factor AS I F:l 1.333333 I Analysis Date: 10/23/2014 PAUL J. FORD AND COMPANY Job Number: 37514-2382 Page: 1 STRUCTURALai E N C; I N N E R S Site Number: 857111 By: mcl 250 East 8nad snc a • <wm use • columbs.Ohio 43n,•1708 Site Name: Site Name Date: 10/23/2014 DRILLED PIER SOIL AND STEEL ANALYSIS -TIA/EIA-222-F Un factored Base Reactions from RISA Safety Factors/Load Factors/cP Factors Com• + Tension - Tower Type= Monopole DP Moment,M= 438 0 ti'- i ;•;u; 'Z,k-ft ACI Code= ACI 318-02 Shear,V= 8 0 Frr_72 f F" kips Seismic Design Category= D Axial Load,P= 14.0 `7M r.1 '.:a]kips Reference Standard= TIA/EIA-222-F Use 1 3 Load Factor? Yes OTM= 442 0 i r--.— k-ft@Ground Load Factor= 130 r,_,.k, ':• • Drilled Pier Parameters Safety Factor 0 Factor Diameter= 6 ft Soil Lateral Resistance= 2 00 __ Height Above Grade= 0 5 ft Skin Friction= 2 00 1----:--------031 Depth Below Grade= 18.5 ft End Bearing= 2.00 0 5 fc'_ 3 ksi Concrete Wt.Resist Uplift= 1 25 ,. ---- _j EC= 0.003 in/in Load Combinations Checked per TIA/EIA-222-F Mat Ftdn Cap Width= ft 1 Ult Skin Friction/2 00+Ult.End Bearing/2 00 Mat Ftdn Cap Length= ft +Effective Soil Wt -Buoyant Conc Wt a Comp. Depth Below Grade= ft 2.Ult.Skin Friction/2.00+Buoyant Conc.Wt./1.25 a Uplift 3 Ult.Skin Friction/1.50+Buoyant Conc Wt./1.50 a Uplift Steel Parameters Soil Parameters Number of Bars= 16 Water Table Depth= 99 00 1 Rebar Size= #11 Depth to Ignore Soil= 3 00 1 Rebar Fy= 60 ksi Depth to Full Cohesion= 0 4 Rebar MOE= 29000'ksi Full Cohesion Starts at? Ground Tie Size= #5 Above Full Cohesion Lateral Resistance=4(Cohesion)(Dia)(H) Side Clear Cover to Ties= 4 in Below Full Cohesion Lateral Resistance=8(Cohesron)(Dra)(H) Direct Embed Pole Shaft Parameters Maximum Capacity Ratios Dia©Grade= in Maximum Soil Ratio= 110 0% Dia©Depth Below Grade= in Maximum Steel Ratio= 105 0% Number of Sides= Thickness= - in Fy= ksi Backfill Condition= Define Soil Layers Note Cohesion=Undrained Shear Strengh=Unconfined Compressive Strength/2 , Friction, Ultimate Comp.Ult. Tension Ult. Thickness Unit Weight Cohesion Angle End Bearing Skin Friction Skin Friction Depth Layer ft pcf psf degrees Soil Type psf psf psf ft 1 2 100 Sand 2 2 28 100 30 ' Sand 8000 30 3 4 - 5 6 - , - 7 ' 8 9 , 10 - 11 - 12 - i Soil Results: Overtumin Depth to COR= 13 56 ft,from Grade Shear,V= 8 00 <ips Bending Moment,M= 550 49 k-ft,from COR Resisting Shear,Va= 22 33 <ips Resisting Moment,Ma= 1536 79 k-ft,from COR MOMENT RATIO= 35.8% OK SHEAR RATIO= 35.8% OK Soil Results: Uplift Soil Results: Compression Uplift,T= — 0 00 kips Compression,C= 14.00 <ips Allowable Uplift Cap.,Ta= 64 47 kips Allowable Comp Cap,Ca= 84 82 cps UPLIFT RATIO= 0.0% OK COMPRESSION RATIO= 16.5% OK Steel Results(ACI 318-02): Minimum Steel Area= 13 57 sq in Axial Load,P= 36.27 <ips @ 4.75 ft Below Grade Actual Steel Area= 24.96,sq in Moment,M= 474 69 <-ft @ 4 75 ft Below Grade Allowable Moment,Ma= 2572 34 k-ft Allowable Min Axial,Pa= -1036 80 kips,Where Ma=0 k-ft MOMENT RATIO= 18.5% OK Allowable Max Axial,Pa= 4726 51 kips,Where Ma=0 k-ft v4 0-Effective,10-18-13 lc)Copyright 2013 by Paul I Ford and Company,all rights reserved Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G Note: Shaft assumed to have ties, not spiral,transverse reinforcing Site Data Maximum Shaft Superimposed Forces BU#: 857111 TIA Revision: A,. F . Site Name: Site Name Max. Service Shaft M: 474.69 ft-kips(*Note) App#: Max. Service Shaft P: 36.27 kips Max Axial Force Type: Comp. (*)Note. Max Shaft Superimposed Moment does not necessarily Enter Load Factors Below: equal to the shaft top reaction moment For M(WL) 1.3 <----Enter Factor For P(DL) 113 <----Enter Factor Load Factor Shaft Factored Loads 1.30 Mu: 617.097 ft-kips Pier Properties 1.30 Pu: 47.151 kips Concrete: Pier Diameter= 6:.0`: - ft Material Properties Concrete Area= 4071.5 in2 Concrete Comp strength, fc= 3000 psi Reinforcement yield strength, Fy= 60 ksi Reinforcement: Reinforcing Modulus of Elasticity, E= 29000 ksi Clear Cover to Tie= 4.00 in Reinforcement yield strain= 0.00207 Horiz. Tie Bar Size= 5' Limiting compressive strain= : 0003- Vert. Cage Diameter= 5.11 ft ACI 318 Code Vert. Cage Diameter= 61.34 in Select Analysis ACI Code= 2002 Vertical Bar Size= 11.- Seismic Properties Bar Diameter= 1.41 in Seismic Design Category= D Bar Area= 1.56 in2 Seismic Risk= High Number of Bars= 16 As Total= 24.96 in2 Solve. <--Press Upon Completing All Input A s/Aconc, Rho: 0.0061 0.61% (Run)? ACI 10.5 ,ACI 21.10.4, and IBC 1810. Results: Min As for Flexural, Tension Controlled, Shafts: Governing Orientation Case: 2 (3)*(Sgrt(fc)/Fy: 0.0027 •• 200/Fy: 0.0033 /war , �� Mu �•. Mu /Y ��. r i t I rr r 1 rr I{ I Case 1 Case 2 Dist. From Edge to Neutral Axis: 12.53 in Extreme Steel Strain, et: 0.0128 Minimum Rho Check. et>0.0050,Tension Controlled Actual Req'd Min. Rho: 0.33% Flexural Reduction Factor,cp: 0.900 Provided Rho: 0.61% OK Ref. Shaft Max Axial Capacities, 4)Max(Pn or Tn): Max Pu = (T=0.65) Pn. Output Note. Negative Pu=Tension Pn per ACI 318 (10-2) 6144.47 kips For Axial Compression, cp Pn= Pu: 47.15 kips at Mu=(c=0.65)Mn= 3164.92 ft-kips Drilled Shaft Moment Capacity, cpMn: 3344.05 ft-kips Drilled Shaft Superimposed Mu: 617.10 ft-kips Max Tu, (cp=0.9)Tn = 1347.84 kips at Mu=4=(0.90)Mn= 0.00 ft-kips ( (MukpMn, Drilled Shaft Flexure CSR: 18.5% Drilled_Shaft_Moment_Capacity, DSMC,Version 1.1 - Effective 04/01/2010 Analysis Date: 10/23/2014 PJF job no.37514-2382 Project name 0 Page 1 Overturning Moment=438 ft-k Foundation Loads: Comp Load=14 kips • Pole weight or tower leg compression= 14 (kips) Pier Projection=0.5 ft Horizontal load at top of pier= 8 (kips) Horizontal Load=8 k •`• Overturning moment at top of pier= 438 (ft-kips) • II I-Ill` , ` ill 1=111' A • Design criteria: 3 weights 6 ft round pier Safety factor against overturning= 1.5 = a°, /Soil=118 3 k 4 ! , (36)#8 vert cg to a Conc=116 3 k • #5 tiesco Soil Properties: co .n Water=0 k ,. ii Soilcg density= 100 (pcf) @ , . 8 k a Allowable soil bearing= 4 (ksf) I lf) 4 o Depth to water table= 99 (ft) 3. V .=L- 18)#8 ea way Am = I Top and Bottom o Dimensions _ • ii • Pier shape(round or square) _ r ("R"or"S") U U o • . U U Pier width= 6 (ft) .' •„• . •tet• • N Pier height above grade= 0.5 (ft) depth to bottom of footing= 6 (ft) i • A 4A A • Footing thickness= 2 (ft) i Footing width= 18 (ft) Footing length= 18 (ft) Ecc=1.971 ft 880 psf(net) Concrete. I 248 58k Concrete strength= 3 (ksi) 4 18 ft x 18 ft Rebar strength= 60 (ksi) ultimate load factor= 1.3 Reinforcing Steel. Pad minimum cover over rebar= 3 inches size of pad rebar= #8 bar Summary of analysis results quantity of pad rebar= 18 (ea direction) Maximum Net Soil Bearing=0.88 ksf Ult Bending Shear Capacity=110 psi Allowable Net Soil Bearing=4 ksf Ult Bending Shear Stress=14 psi Reinforcing Steel- Soil Bearing Stress Ratio=0.22 Okay Bending Shear Stress Ratio=0.13 Okay Pier size of vert rebar in pier= #8 bar Ftg Overturning Resistance=2237 ft-kips Pad Bending Moment Capacity=1198 ft-k vertical rebar quantity= 36 Overturning Moment=490 ft-kips Pad Bending Moment=193 ft-k size of pier ties= #5 bar Required Overturning Safety Factor=1 5 Bending Moment Stress Ratio=0.16 OK minimum cover over rebar= 3 inches Overturning Safety Factor=4.566 Ratio=0.33 Okay Total volume of concrete= 28.7 cu yd v3 3,Effective 2/10/14 CCI Flagpole Tool0 C` C) YPE`i Site Data BUM 857111 _ , ,. Site Name:' . , App#: '.: „., Code Code:'':TIA/EIA'222-F' Ice Thickness: . 0.75 in 1 Windspeed(V):: - ._ 851mph Ice Wind Speed(V):i ;mph ' Tower Information Total Tower Height:i `' 109;ft Base Tower Height:i 69 ft Total Canister Length: 40 ft Number of Canister Assembly -�. Sections: > ,, , •-4, Mating Mating Canister Canister Flange Flange Plate Canister Canister Section Number of Sides Plate Solidity Number* Assembly Assembly Canister Section Type: Plate Plate Ratio Weight Weight Length(ft): Diameter(in): Thickness Diameter (Kip): (Kip) (iAr*: AO): 1 ,,=„ri< .10'° , ' 27.375 .e Round;; , .4,.§-; 3.00:4; •27:375„ 0.55 0.551 0.143 2 10. 28: 5 ;,¢,.#Round :' , 4 ',N'; 4.00---, '`28.25 , 0.55 0.587 0.148 3 ' 'Z.5 1.0 , 29.125„,' Mound, ,,0,- :4 .-ze:,3.00,,, ;29.125 0.55 0.623 0.152 4 107y, .,,. ,30 Round.r 4- - ,3.00 30 , 0.55 0.661 0.157 •Sections are numbered from the top of the tower down **Mating Flange Plate Thickness at the bottom of canister section Flag on Tower: Yes ' ] Flag Width:"`,- lblft Flag Height: '''''6i ft Flag Elevation(z):F_ • ,.1091ft Truck Ball on Tower: - Yes '`=<s Diameter of Ball: 184 in Geometry:Base Tower +Spine 37514-2382.001.eri (last saved 10/23 8:05 am) Top Bottom Wall Pole Height Above Section Lap Splice Diameter Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides (in) (in) (in) Radius(in) Material Delete 109 20 0 0 4.5 4.5 0.5 n/a A582-70 [x] 89 20 0 0 ;8 8 1 n/a A572-42 [x] 69 51 4.75 18 30 37.14 0.21875 0.875 A572-65 [x] 22.75 22.75 0 18 36:0375 39.22 0.25 1 A572-65 [x] Page 1 of 2 CCIFlagpole Tool v1.0 Apply CaAA at Weight CaAA CaAA CaAA CaAA CaAA Weight No Discrete Loads: Elevation(z) 21/2 Ice No Ice(ft2) 1/2"Ice(ft2) 1 Ice(ft) 2 Ice(ft)z 4"Ice(ft2) Ice(Kip) Truck Ball (ft) (Kip) 109.75 1.414 1.575 1.745 2.112 2.950 ' 0.05 0.067 Discrete Loads:CFAF for Canister Assembly Canister Apply CFAF at Canister Assembly Canister LoadingElevation(z) CFAF CFAF CFAF CFAF CFAF Assembly Weight ( ) No Ice(ft2) 1/2"Ice(ft2) 1"Ice(ft2) 2"Ice(ft2) 4"Ice(ftZ) Weight No 1/2"Ice (ft) Ice(Kip) (Kip) Canister Load 1 109 6.730 6.976 7.221 7.713 8.696 0.072 0.157 Canister Load 2 99 13.674 14.166 14.658 15.641 17.608 0.696 0.869 Canister Load 3 89 14.105 14.596 15.088 16.071 18.038 0.737 0.915 Canister Load 4 79 14.535 15.027 15.518 16.502 18.468 0.778 0.962 Canister Load 5 69 7.375 7.621 7.867 8.358 9.342 0.740 0.833 User Forces:Flag Force Calculation Per ANSI/NAAMM FP 1001-07 F Flag force should be included at the top of the flag Wind FORCE= 0.159 Kip _ attachment elevation.If the Weight= 0.073 Kip attachment of the flag to the Wind FORCE,ICE= 0.002 Kip halyard distributes forces Weight la= 0.115 Kip equally to the pole,apply flag WFORCE,SERVICE WIND= 0.063 Kip forces accordingly in tnx file. Weight= 0.073 Kip Deflection Check Required: Yes Import Deflection Results 3%Spine Deflection Check Allowable(3%)Horizontal Spine Actual Sufficient/Insufficient Deflection(inches) Deflection ***finrhpal 14.400 ,, .12.420 Sufficient ***Relative deflection under service level wind speed Page 2 of 2 CCIFlagpole Tool v1.0 -"7! • 11028PG036 DECLARATIONS OF CO'?EN6NT5 ANIS_Rk 1'R1CTlONS • Mk HEABEST R,..MANDEL, This Declaration, made the Isar day of L34- , 1990, by HERBERT R. MANDEL, residing ria Inlet Lane, Greenport, NY 11944. WITE$SF,Tj WHEREAS, HERBERT R. MANDEL, is the owrur in fee simple of certain premises situate at East Marion, Town of Southold, Suffolk County, New York, described on the Suffolk County Tam Map as District 1000, Section 031.00, Block 03.00, Lot 011,25 and as more fully described in the attached "Schedule A" and - i WHEREAS, the Southold Town Planning Board,by R.dolution made on December 1)ISi 18, 1989, approved the subdivision of the property described in Schedule A into three lots us shown on subdivision map prepared by Young& Young N,Y.S,LS.dated November 13, d 3/0 1986 as last revised May 31, 1989 and $Coxa . 03 11) WHEREAS, the Southold Town Planning Board approved said sAiliviMon subject 1�r to certain covenants and rstrictions to be filed in the Office of the Clerk of Suffolk County, r O1 1C NOW, THEREFORE, in compliance with the resolution of said Southold Town i. Planning Board, Declarant herein declares that the land described in Schedule A is held s ,? and shall he conveyed subject to the following covenants and tes11'1cilons which shall run with the land: AR 7 1990 L I. Access to Lot number 50 shall be from the proposed road; there shall be no access to this lot from Main Road, ��t) i IN WITNESS WHEREOF, the foregoing Declaration has been executed by ,' HERBERT R. MANDEL, on the day and year fiat above .tten. 1 : F ,. ' . ben•.:/ ` . ` r k' /A ''\' ' ' ,_ n 11028P�037 SCRIDU,S a Description of parcel of land being developed as a realty Subdivision and as shown on a map entitled, 'Subdivision clap Hlghpoint at Sart Marion, ligation Three, Inc." at last Marion, Town of Southold, Suffolk County, New TorM, SIaINNINc at a point formed by the intsrssction of the westerly line of the lend now or formerly of stave» end beeping Moretti* with the northwesterly line of Main Road (N.V.'. Ito. 23), which point is 344.42 feet southwesterly se measured along the nei'thwesterly line of Main hoed 11.1.5., Mte. 25) from the westerly line of ltsrr loads end running thanes from said point of beginning South 39 dog, 02 min. O0 sec, West along the northwesterly line of Nein toed (11.7.e. Rte. 35), 215.44 feat to the land now or formerly of last Nation lire Districts thence northerly, woetsriy, again northerly and again westerly along the land now or fornarly of last Marlon Piro District the following course,* and distancesi (1) North 32 dee. 03 Min. 10 sea, Most 120,67 feet, (2) South 71 dog. 50 sin. 10 sec. Nest 20.50 feet. (7) South 05 ..aq. 40 stn. 00 sou. Nast 62.55 feet, (4) North 24 deg. 11 sin. So sec. Nest 50.00 feet, (5) South 65 deg. 90 nin. 00 sea. Nest 111.67 fest to the land nt.,, ..r formerly of Surge end aaettakis bortsalattss thence North 14 deg. 11 milt 50 moo. Meet along the lend now or for a rly of Ouorgs end asstratis Zorteolellr 141.74 feet to tr.v southerly lire of a certain realty subdivision shown on s wap entitled "Hlghpoint at last Marion, Sutton Iwo, Inc." tiled in the office of the Clerk of Suffolk County under lits No. 77$51 thence easterly along the southerly line of said subdivision, "Highpoint at Ian Ration. Sootier) ewe, Inc.' the following course* and distsnoest (1) North 45 deg. 41 sin. 10 Sec. last 175.01 fest, (3) North 71 de. 31 min. 31 sea. last 140.13 feet to the land of now or torserly of steven and Despina Menotti') thence Reath 10 deg. SO sin. 27 mea. Za•t aloes the land new or torosrly of Steven and Wspina Morsitis 342.57 feet to the point or pleas of NOS2*iW0. • L ., 110286'038 STATE OF NEW YORK: - COUNTY OF SUFFOLK: ss.: On this ` tib' day of MOO- , 1990, before me personally came HERBERT R, MANDEL to me known and known to me to be the person described in end who executed the foregoing Declaration of Covenants and Restrictions,end he duly acknowledged to me that he executed the tame, s • Notary Public • L L A 1 yftt •1 )r 141S -JO N ist 7.tl141,40U :0;143 66, 111 1 wol ft6 23 /t/// to N y' 1 . r � { 1 I THIS DECLARATION made this‘t day of May.2004 by EAST MARION FIRE DISTRICT, a municipal corporation,having its principal office and place of business at 9245 Route 25. P.O.Box 131,East Marion.New York, 11939,hereinafter referred to as the DECLARANT,as the owner of the premises described in Schedule"A"annexed hereto(hereinafter referred to as • the PREMISES)desires to restrict the use and enjoyment of said PREMISES and has for such purpose determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following. Covenants and Restrictions: { 1. WHEREAS DECLARANT has made application to the Southold Town Planning Board for a cluster set-off of a 30.000 square'but parcel from the existing 163.229 square toot parcel located in the R-40 Zoning District which requires a minimum of40,000 square feet per lot for yield purposes;and 2. WHEREAS following the set-off Lot I will equal 133,229 square feet and Lot 2 will equal 30,000 square feet.and pursuant to Article XVIII Cluster Development(100-180)of the Town of Southold Town Code,whereby the 10,000 square feet area requited for Lot 2 is being included with Lot 1; 3. THEREFORE,DECLARANT,its successors,heirs or assigns,AGREES that in the event of future subdivision of Lot I,the yield calculation of Lot 1 must deduct the 10,000 square feet of subdivision cluster open space committed to meeting the minimum lot size of Lot 2. This Covenant and Restriction shall run with the land and shall be binding upon the DECLARANT.its successors and assigns,and upon all persons or entities claiming under them. EAST MARION FIRE DISTRICT by Donald Dzcnko471, 1014,41 hairman State of New York,County of Suffolk).: On the`%th day of May.in the year 2004,before me,the undersigned,personally appeared Donald Dzenkuwski,personally known to me nr proved to me on the basis of satisfactory evidence to be the individuaits) whose names)Is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity,and that by his/her their signatures)on the instrument,the individual(s),or the person upon behalf of ch the individual(s)acted.executed the instrument. EDWARD JOHN BOYD Sth Notary Public State of New York NotaryPublic.State of New York 02800376525 Suffolk County iemmission Expires April 30, 2001 Suffolk County Tax Map 1000:031.00:03.00; 115$0 F SCl1E1)11LE A ALL that certain plot.piece or parcel of land.with the building and improvements thereon erected.situate, lying and being at East Marion,in the Town of Southold,County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northerly side of Main Road(S.R.25).which point is southwesterly along said northerly side of Main Road 364 feet from the intersection formed by the northerly side of Main Road and the westerly side of Stars Road; RUNNING THENCE along the northerly side of Main Road.South 39 degrees 02 minutes 00 seconds West,293.44 feet to land of East Marion War Memorial Association; 'I'I-IENCE along land of the East Marion War Memorial Association the following two courses and distances: 1)North 52 degrees 06 minutes 30 seconds West, 100.43 feet;and 2)South 65 degrees 40 minutes 00 seconds West. 19.38 feet to land now or formerly of Sylvia M. Daley; THENCE along land now or formerly of Sylvia M. Daley the following two courses and distances: 1) North 24 degrees 05 minutes 00 seconds West, 167.42 feet;and 2)South 66 degrees 20 minutes 00 seconds West, 106.24 fc..,ct to land now or tbrmerly of Geatrakis and George Kortsolakis; THENCE along land now or formerly of Geatrakis and George Kortsolakis North 24 degrees 11 minutes 50 seconds West,241.74 feet to land now or formerly of Highpoint at East Marion, Section Two,Inc.; '!'HENCE along land now or formerly of Highpoint at East Marion,Section Two,Inc.,the • following two courses and distances: 1)North 65 degrees 48 minutes 10 seconds East, 173.01 feet;and 2)North 71 degrees 21 minutes 31 seconds East,249.73 feet to land now or formerly of Despina&Steve Moraitis Living Trust; THENCE along land now or formerly of Despina&Steve Moraitis Living Trust South 25 degrees 59 minutes 17 seconds East,342.67 feet to the northerly side of Main Road(S.R.25),the point or place of BEGINNING. Suffolk County Tax Map 1000:031.00;03.00: 11.080 CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: ,k ` $: y ;E : - pPz --49 �a} ' ,),try; '., `:} ^'g'. b �, ,r,F:i:rijjr[1' • ,::;.5,;0:..:.:.::.:.:.:::::.:.:........... ::'',111i.',,4:p,� \YrillY tof C.) 9245 MAIN ROAD , EAST MARION , NEW YORK 11939 „„,„,_,: _ , , ,=S, ','::''',' 4 � 6 -t C�' .lf n \, .. ..=.--- "EAST mARIoNi , ‘ , „ , i„, , „ , ,• • . ,,, ,: : _ „ . 43 1 !:', :: , •14 "E S ,,,:, ,,,,,,_ ;,,,,,:,,,i,,,:. , $ � J ARCHITECTS- , , ''4''','1,t—' ''''' si,.;'"iY WFC PROJECT NO : 112-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com SITE INFORMATION PROJECT C DRAWING INDEX INITIAL ISSUANCE LATEST ISSUANCE /co'� ���Ln1t 444r i�REVISION NO. & DATE ,,�, : r.. VERIZON WIRELESS SITE NAME: EAST MARION APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE ( ;+- , ',- ,. "f -) ' d/b/a VERIZON WIRELESS r; . 7R SITE TYPE/DESCRIPTION: AT ANTENNA LEVEL: 4 CENTEROCK ROAD ARCHITECTURAL DRAWINGS INSTALL (3) ANTENNAS AND (6) DIPLEXERS WITHIN CONCEALMENT WEST NYACK, NY 10994 T-100.00 TITLE SHEET r' , POLE. (12) 7/8"0 ANTENNA COAX CABLES ON ICE BRIDGE. 4/30/15 3 9/23/15 `r. ; '':}:2-%'_ O PROPERTY OWNER: EAST MARION FIRE DEPARTMENT (631) 653-6603 SP-100.00 SITE PLAN, KEY MAP AND NOTES 4/30/15 3 9/23/15 ` . " _..---,-- '''...`-'- ..---=7.-_-:-------- 436A MONTAUK HIGHWAY, POST OFFICE BOX 3042 AT GRADE: A-100.00 ENLARGED EQUIPMENT PLAN, WEST ELEVATION AND DETAILS INSTALL NEW OUTDOOR EQUIPMENT CABINETS, (3) MAIN EAST QUOGUE, NY 11924 4/30/15 3 9/23/15 DISTRIBUTION BOXES AND DIESEL GENERATOR WITH SOUND A-101.00 CANOPY FRAMING PLAN AND DETAILS 4/30/15 3 9/23/15 CONSULTANT: ENCLOSURE ATOP A NEW CONCRETE EQUIPMENT PAD WITH NEW A-102.00 ANTENNA AND EQUIPMENT INFO WEATHER CANOPY; INSTALL (4) NEW GPS UNITS MOUNTED TO NEW POLE OWNER: CROWN CASTLE (518) 433-6265 4/30/15 3 9/23/15 WEATHER CANOPY 46 BROADWAY ALBANY, NY 12204 ELECTRICAL DRAWINGS ANTHONY STEGAGNO PROJECT LOCATION: 9245 MAIN ROAD LEASING CONTACT: SHORE 2 SHORE WIRELESS INC. (516) 557-2398 E-100.00 ELECTRICAL RISER DIAGRAM AND DETAILS 4/30/15 3 9/23/15 EAST MARION, NY 11939 KATIE JACOBS E-101.00 GROUNDING PLAN AND DETAILS 4/30/15 3 9/23/15 • VZW PROJECT CODE: 2010483143 VZW LOCATION CODE: 167468 CONSTRUCTION CONTACT: KENNY UHLL (631) 236-2108 NO. DATE SUBMISSION LATITUDE: N 41°07' 41.96" (NAD 83) 1 4/30/15 FOR REVIEW A/E (ENGINEER) CONTACT: NEIL A. MacDONALD,AIA, LEED AP (631) 689-8450 EXT.115 2 5/18/15 ISSUED FOR FILING LONGITUDE: W 72°20'28.73" (NAD 83) 3 9/23/15 ISSUED FOR FILING ELEVATION: 35' +/-AMSL (NGVD 29) PSEG CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 ZONING JURISDICTION TOWN OF SOUTHOLD DISTRICT: 1000 SECTION: 31 NEW YORK ONE-CALL PROCEDURES: BLOCK: 3 * CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE-CALL PROCEDURES BEFORE ANY LOT(S): 11.031 EXCAVATION, DRILLING OR BORING. ZONING CLASSIFICATION: HB (HAMLET BUSINESS) & R-40 (RESIDENTIAL LOW DENSITY) 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD NO. DATE REVISION THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS KEY PLAN: TO GIVE ADEQUATE TIME TOTHENOTIFIED OPERATORSTO RESPOND. i i„L v""`:"."�ivr oiPucitsuANT•1O SOUTHOLD TOWN CODE SECTION 3) ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE APP31(n SENOWLEDCESTI(AT THE CONDITIONS OF 1IESITEPLAN APPROV�/A„LSf FORTH IN THE RESOL(JT ION OF APPROVAL I)1TED ••�-/.4 oBARE ACCEPTS ONE CALL CENTER. n (,SEE coNDIT o ON RESOLUTION). ), O 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING PLEASE .r N1 ,E a R „ !� AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS. "'0 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY f AUT ORIZEDSIG.NATURE f�1I1'I E DATEUS RECOMMENDED THAT THE TICKET BE UPDATED EVERY 10 WORKING DAYS IN TOS{ 4 PROVED BY10 �� sT ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE UNDERGROUND UTILITIES. Call F ,IIo wyGt;oiRp Pa cl{AIRPERSo v slog�rURE .�.�,� ' nxr> A � �t�hs° a t6c da+t�of s development plan s6afl tre valid for a Actio �f fihtecu(I8j c!1;� \ l //o LOCATION MAP KEY MAP NOTES AREA OF WORK / ;,.,,. ID QUALITY ASSURANCE ,: 't ,,r r A. Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. sPlatt B. All work which fails to meet the standard as herein described, shall be replaced by the Contractor, at the Contractor's sole expense, including the work of others D :x . °'' damaged by the initial failure or the corrective repairs. C. All items of work identified on the drawings by name, note, or material designation are NEW, unless otherwise noted. Ver1177(217Dwireless ,, .. , ,, , ,,, mCo �z n t �r�r:01 SAFETY & HEALTH PROVISIONS 9.245 t4N in Rd E:' A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract. LjEci - nv.E EAST MARION s} :r..., 'w �:• The Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury or loss to employees executing the 111 OCT 2015 .,, -, '" , personsmaythereby. give notices and comply with applicable laws, ordinances, rules, regulations, and lawful fork ��� �; \ work and other who be affected The Contractor shall p y pp g „\ J_ '.,,/ c, orders of public authorities bearingon the safety of allpersons and /or theirprotection from injury. The Contractor shall erect and maintain, as required by existing Southold Town b' conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other ' 9245 n warnings against hazards, promulgating safetyregulations and notifying owners and users of adjacent sites, spaces, and utilities. Planning Board g g P g g g y gp 9245 MAIN ROAD --' l p Btue hn "6 `� •R��r°fhf�rFs `': w4 EAST MARION, NEW YORK 11939 "`L� �rd'r�Y't p v= °" 0 int nli<''',BMJ•,. ' B. All necessaryprecautions shall be taken bythe Contractor, throughout the course of the project, to ensure that: 4 and Pre '�r,isI • ,ncl SP: ',!r g P 1 Y r ter'; ,� Anchor ; , a 1. Safe and proper ingress and egress from the site and all project areas will be maintained. �, rtS,.nt, It TITLE: `, 2. Fire protection and life safety components within the site will be properly maintained. x TITLE SHEET i� � l� d s Ev;i Goff 4, 3. Structural integrity of the concealment pole will be maintained. 7,x4r 1'y CIO G it;' r . .R�.„t�A . "�`t, 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM unless agreed to in advance, in writing,with the property owner. ”- DATE: FEBRUARY 18, 2015 ='' ' 5. Site security shall be maintained in order to prevent unauthorized entry to the premises and / or secured portions thereof. PROJECT NO: 14-10837 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during construction, unless agreed to in advance, in writing,with the property owner. f. ltr Ply lin „ DRAWN BY: CPK "•.;,,4„,,,,: r at North Fork ` 7. The contractor shall leave the area of work clean at the end of each day. CHECKED BY: TM cN, Sf'p's f-Ar t.s I, - SCALE: AS NOTED DRAWING NO: SITE LOCATION NORTH0 SITE LOCATION SCALE: 1" = 500' NORTH 0 173 m 1 (I) 0 1) it o SHEET NO: 1 OF 7 - ZONING TABLE t< 3 := , ,s ,a q�,+ ;Js. ':rj_ ' 'a's: ^a..b!. ARTICLE IV. LOW —DENSITY RESIDENTIAL R-40 DISTRICT as i3 . ,'',A .. w '�,•,_ €'k'< REQUIRED PROPOSEDf. Fruth li•,r1 r serf s §280-18 MAXIMUM HEIGHT: 35' / 2-1/2 STORIES 9' CANOPY (COMPOUND) {} i £ i 1 XXX ' :455, F• §280-18 FRONT YARD: 50' 354'-6" (COMPOUND) ( , .r< %, §280-18 SIDE YARDS: 15 FEET 141'-3" (COMPOUND) ff 4 ': , f �'f pg _ .b€ . .. ..' Y Lw‘t M�!°i tkrl :i✓', a.('..'.s '.. iti', §280-18 AGGREGATE SIDE YARDS: 35' 165'-6" (COMPOUND) t'rrr,•: r imy ClIx i ' . € : ';, , 50' „ a . " .- , .t. . §280-18REAR YARD: 85'-7" (COMPOUND) `�• €- `, €V �� ��� � ��h '4��:" �� : its.y i �€ 1,'!; ! ,.; ,�€rsF std• :A ASF §280-70.4 FENCES: MAX. 6'-6" 6' (COMPOUND) f N/F CSF .' y ANTHONYLEKAKIS .m. A R 1,H,_/:,„\ ITECTS 9d5 fain � M�d g USE:RESIDENTIAL VACANT LAND `." , ZONED:R-40 /.... N� 12-1 TECHGYDRE, SETAUKET, NY11733 oP. 631.689. I F. 63189.8459Iwww.wfcaia.com37 T 2 • tO @'y $ gy p +.�1•_' O� V/ • 4'� �jg3 r"•,kg4 lt,CsL3igp < ,p F` 41,1,n .' /71"1::: ,\ C- . •°°. . . \ i C.i, (!f;'/ ), 7,fil/A, -\ 021'3 .v'e • SENOR , `i ` N/F o . • / 0 65 /: CHERYL L BONDARCHLICK /a aG i M _ c9. USE: 1 FAMILY RESIDENCE ...---#00 =---=-' ZONED:R-40 / ' \ e iiir,, ,b COIISULIANT• ? •�� I�I r14 7 0 XSUBJECT APPROVEDBY v°/ `o+ , / / :a _: PROPER' PLANNING BOARD • / LOCATION OF NEW VERIZON WIRELESS EQUIPMENT AT GRADE. 1,I0`L • • / .. \• REFER TO ENLARGED EQUIPMENT PLAN 2/A-100.00 TOWN OF SOUTHOLD • • / — — — — — •, KEY MAP DATE • ' �` \0 1 \ SCALE: 1 " = 500'-0" (--- ,•cili L.) I IP ,000, • I . f 4 1 0, s.,. 8 .? , • / ,�/e • N/F NEW LEYLAND CYPRESS \r WHITE SWAN EMLLC • )A,r° O \� I ,c,,... \ G� (GREEN 6' TALL) OR NO. DATE SUBMISSION •• ' O . ,� ' > r S� 1 /�� • USE: 1 FAMILY RESIDENCE EQUAL 1 4/30/15 FOR REVIEW (7.,,'", ♦ \ I >$ p ZONED:R-40 '<'"` .4,, ' „. t o •'1' .rt, \ 2 5/18/15 ISSUED FOR FILING • • 109'-2"` ►+`\ o."..: :V 0 00 • 3 9/23/15 ISSUED FOR FILING FALL \._S \� ' ;*iii; J 00 O I 6" SOIL SAUCER ZONE e: : ..< .• 4" DEEP • A' \' \�'.r: ''*1 cfi t k tWe•10 0,4-9 J141•-3" SHREDDED WOOD I r-' Z, '` �• '`� t ) CHIP MULCH / 4c \ �0 � ?"'•,fir. , 1\ 2 6• r 13W001 ON ' 65 kop ` 1 \ 1 / LOCATION OF EX4TINO CONCEALMENT �'90E ACONCEALMENT POLE 12" \ ` ON ALL SIDES • ,, ) \SeiP .� \ �000 �( . / •tJ�O O Tep• ^,.-__� �-�-_- NO. DATE REVISION Fa,r �, 9 AcG• 234.•1/4 `� \ \ \ i KEY PLAN: titt `. �� 1 h� `� FINISHED GRADE / / //\� • � Ate'% \ \\ \Illp1 •. . . ' • ////\ Q ` NEW LEYLAND CYPRESS TREES �� _ / `• \ // /....\\A"//\/\/\/• ///�/// tks • GEATRAKIS&GEORGE KORTOSALOXIS PLANTED AROUND PROPOSED cod N/F • ROLL BACK //\/ / / /\\/\\/\ \, , VERIZON WIRELESS COMPOUND BURLAP 1/3 ��/��/��/��/��/��/'�� ��/� \I. & '''-. USE:RURAL RESIDENTIAL EXTENSION 6'-O" O.C. DOUBLE ` EASTERN BREEZES R.E. \ ZONED:R-40 ALTERNATING ROWS. REFER TO USE: 1 FAMILY RESIDENCE DETAIL 3/A-SP-100 ZONED:R-40 NOTE:• BACKFILL TOPSOIL SHRUBS SHALL BE SET PLUMB. REMOVE TWINE MIXTURE WITH 0-20-0 .� FERTILIZER AT THE RATE y5� �P FROM AROUND TOP OF ROOT BALL LEAVE BURLAP ry ,_ \ ! O� �PF 5 LBS. PER YARD S`G�r �� �0 P UNLESS PLACE, BIODEGRADABLE.1/3 OF BURLAP (REMOVE, �ae, qP1. �-� \. N p * A / AREA OF WORK / ID Am- , �\ o . . PLANTING DETAIL 0.0 ,00• \ W5"D s / • c �� SCALE - N.T.S. cPo Z • �P' \P-. \ • • � ov. •• • , FAN ��o • P 1, (AO gP� ot, ` �,` • NOTE; '°'6020 0p •: C\ -GO� \ •• 0•0 1. DRAWINGS DEPICT THE INSTALLMENT OF Vrer•sq: ® irDwireless !Z • o�E GOJD PGS • PROPOSED VERIZON WIRELESS ANTENNAS TO BE MOUNTED WITHIN A CONCEALMENT POLE STRUCTURE S�P / BY OTHERS. CONCEALMENT POLE DESIGN, DESIGN OF FACILITY NOTES ��` •k,., + °� \ • ALL PROPOSED COMPONENTS AND THE EVALUATION ELSE EXISTING OR PROPOSED BY OTHERS. o0�y'. • REPORT SHALL BE PERFORMED PRIOR TO RECE Il �.� �� ' AST MARION A) PROPOSED FEATURES ARE LABELED AS SUCH; ALL L • . Y COMMENCEMENT OF ALL WORK. DESIGN DOCUMENTS -•�------nail I;1 B) THE PROPOSED PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS UNMANNED e ' AND EVALUATION REPORT SHALL BE SIGNED AND AND WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR MAINTENANCE p o, --°CT 19 2615 �-� y \ ` P SEALED BY A PROPOSED YORK STATE LICENSED 41, PURPOSES; THEREFORE IT IS NOT ANTICIPATED TO GENERATE ADDITIONAL NOISE, •• �Q �. PROFESSIONAL ENGINEER. DOCUMENTATION FOR FUMES, VIBRATIONS, DUST, ODORS OR TRAFFIC. `Y <V ti X / e � SoutholdTown� UIRED FOR THE PROPOSED USE AS THIS IS AN 0 4, THIS WORK SHALL BE FILED SEPARATELY AND g Planning Board • �.OJ • '`� �� • `'° CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH 9245 MAIN ROAD C) NO ADDITIONAL PARKING IS REQ CO \ ` • UNMANNED SITE. �'�' w ' 1` �1 �• WORK SHALL BE PERFORMED BY OTHERS (NOT 1 y� • 2 \ �Q'- ► 4:7)' X EAST MARION, NEW YORK 11939 D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE PROPOSED USE, AS r�A '� �•� �" WFC). THIS IS AN UNMANNED SITE. N/F <�' e° \ ._.- -"'.. RH.M.rt"•.Mk i-.-,Nv..s+.. urea n SYLVIA M. DALEY E) NO WATER OR SEWAGE FACILITIES ARE, REQUIRED FOR THE PROPOSED USE. USE: 1 FAMILY RESIDENCE • ` 898 o`sG , Ce TITLE: F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS THE PROPOSED SITE. ZONED:R-40 - � GJ SITE PLAN, • • kh� • O LATITUDE: N 41° 07' 41.96" (NAD 83) KEY MAP AND NOTES G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE MONITORING • ` °1 •CS . �s LONGITUDE: W 72' 20' 28.73" (NAD 83) 1 OF THE SUBJECT SITE. A 35' N ..c.°&‘-'0.,6 � A/1 °e +/- AMSL (NGVD 29) H) THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE WITH S \g. • . r °°� •' = DISTRICT: 1000 CHAPTER 27 OF THE BUILDING CODE OF PROPOSED YORK STATE AND NFPA 70, 6.c.1°06!0 0 �`S\ AREA 3.0583 ACRES SECTION: 31 DATE: FEBRUARY 18, 2015 FOR ELECTRICAL WORK AND GROUNDING. Wit] O , ` �` 3j. , O PROJECT NO. - i O TAX BLOCK: 3 14 10837 67 `0 ,L ' • c 6., •�p��' TAX LOTS: 11.031 THE ANTENNA AND ANTENNA MOUNT STRUCTURAL DESIGN BY OTHERS SHALL D �� ORAWN BY: CPK INCORPORATE CONSIDERATION OF ICING. FURTHER, THE STRUCTURAL DESIGN ZONING CLASS: HB Sc R-40 SHALL BE IN ACCORDANCE WITH CHAPTER 16, CHAPTER 17, CHAPTER 18, rn � O� ' N. � SITE INFORMATION NOTE: CHECKED BY: TM CHAPTER 19 AND SECTION 3108 OF THE BUILDING CODE OF PROPOSED YORK -I A` 1'' SCALE: AS NOTED STATE. C `V�� 70 • ,- INFORMATION SHOWN HEREIN IS BASED UPONA SURVEY DATED: MARCH 26, 2010, DONE BY DRAWING NO: N/F �`� PECONIC SURVEYORS, P C. AT 1230 TRAVELER fTl E.M. WAR MEMORIAL ASSOC. ��'� g3' " 0 15 30 60 z0 o USE:RESIDENCE OC STREET, SOUTHOLD, NY 11971, BY JOHN T. oo . co SITE PLAN ZONED:HB METZGER, P.E., L.S. „ „ 1 =30 -0 SCALE = 1 " = 30' & SHEET NO: P m 2 OF 7 NORTH --v,- NOTE: ' NEW CANOPY POST 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE � ALL UNDERGROUND EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. GALV. POST CAP tt •;< . :, ± 5'-5" (AS REQUIRED) PROVIDE (4) #4 REBAR, (2) TOP 3/4" CHAMFER 2. HAND EXCAVATE WITHIN 5' OF EXISTING UNDERGROUND UTILITIES (V.I.F.) MAINTAIN 18" MIN. CLEARANCE, >''" "" `< ,tJ„ =gig AND (2) BOTTOM OR AS DIRECTED BY THE VORC. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO 2 -0 2 -6 ATTACH UNISTRUT TO POST WITH 3/8"0 GALV. '� 11 \ BACKFILLING. U-BOLTS. PROVIDE ALL NECESSARY HARDWARE. 'f':, 10'-0"x25'-0"x8" THICK POURED , CONCRETE PAD WITH HAUNCH AT 6" MATCH EXISTING GRADE CONDITION PERIMETER. . 3" . .'; NEW GRAVEL COVER � BACKFILL AT TRENCH SHALL BE 'k PROVIDE #4 REBARS ® 12" N ` ` COMPACTED IN 12" LIFTS TO 95% DRY r O.C. EA. WAY STRUT P1000 BRACE AS REQUIRED 3 \ NEW FILTER FABRIC ` DENSITY . °- _ ., UNI ( ) ( " ', : , :, :< -�` �" COMPACTED SUBGRADE COMPACT IN 8 , , ,` ��`°� '�j`"p \ p N. ° ...44:,.,),, LIFTS TO 85% DRY DENSITY ' • /\/ ff i.„.T'f:i : .:43 r° ,hy ^.k-1,. 3"0 GALV. SCHEDULE 40 PIPE TO BE WELDED cr • ° ° • ' 1�' -2.• \— 1 �� \ / 6 WIDE METAL CORE UNDERGROUND TO 12 x12 x5 8 GALV. STEEL PLATE o1 N. \ _��' � • N•: ♦ `/ ; WARNING TAPE PRINTED WITH CAUTION ,� �:'� ; �' T-41" ' ', / w • 8rr •�• ' • ° 11=1 1=� ��\ BURIED UTILITY LINES" s.. ....F� _ � .,. . .. ._: op�o0op o0o�i ° 11 1=III- o � /�//\// S ,� �, - _ � ./ ARCHITECTS 11j) II) cr am o�0p9�OoQp Oo 4 _ o /�� / /\\\>\//// ,/ / y 2x12 MOISTURE TREATED WOOD PLANKS 1/4 �I1=1I1=f �Q� • I 1 / PAINTED RED. NUMBER OF PLANKS AS -1111=111-P0'001/411'• D _ III—I '� \/\ /�/ 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 TYP-/I o ; 0o� o I -- \- N //\\ `\\/\/\\\/\\\/ / �`S1/ / R EQ D FOR WIDTH 0 F TRENCH c I 1 111-�0 Q�00 Q�`� Q ETT // / / // // /// `�i�/ / P. 631.689.8450 I F. 631.689.8459 www.wfcaia.com 10 'i;III 1=t'' ( i I I \�\\� / � � =1 +I ' '-=.11.1. 111-1 .-111E-111E-11 -11,-1 I I 1 `1 C 1i I I 1=1 -\%\\� / NO-\> / _ 1E1 I I-1 / a''' o__._-. —1"--"-=a , , 6 THICK LAYER OF 1\ / �``;� / / / =11 ---111= I1 ��' iIIII I COMPACTED SAND ORCe'/ / / 1-=III -- 11- -III- (-" -C:.-- \:- ` , a;, i' '\ NEW 12"x12"x5/8" GALV. STEEL PLATE u GRAVEL BASE ' � I =1111=1 - 11=111=11 �O�Q� r`\ EXPANSION BOLTED TO NEW CONCRETE PAD ` 1'-0" io 1:1111111:::-F11111:111111111.‘h:::.:::.• ► -1 11--=1II=III=1II- ``., ',/,,,r- ={1,`. WITH (4) 3/8"0 S/S EXPANSION BOLTS (3 COMPACT EXISTING �� I=111= I =1 1=111=1I1=I ; " IEMBEDMENT) GRADE TO 95% DRY \ ..40 =111=-111- -- 1-1 1-1 11 1-I I- 1 • ' DENSITY - ¶I{ 11HNEW 8" CONCRETE PAD (SEE DETAIL 3/A-10200) :., _ - -III-III-III -� =1 I I I 1—'44114,7II=1 I I=1 I I ----• / • \ �- =1 =1 11=111-111-11- I 11 PVC CONDUIT, TYP. COORDINATE �, {�� '" -.:,1.4 -7 .' : A ;.:: ,'•`• • ._ , , ° : :...'a: .. •.•n: s _ _ _ TYPE, SIZE AND NUMBER OF :. . ' '•' •`• ` : . I I I -1 I I-III-III-III- • .: 1-1-1-111-=11 L-7=-111E-111_=1 CONDUITS WITH INFORMATION SHOWN co�SjJITANT. •• ' '�+� ' r'` ` ' III=III=III -III- ON ELECTRICAL DRAWINGS AND WITH APPROVED BY . =11 I-III-1 I H I p ELECTRIC AND TELEPHONE UTILITY �4/ 4" 4" -I 11 1111 H_ COMPANIES PLANNING BOARD TELCO/POWER PANEL RACK DETAIL CONCRETE PAD DETAIL UTILITY TRENC UNDISTURBED EARTH TOWN OF SOUTHOLD 0SCALE = 3/4" = 1 '-0" WASHED SAND IN 6" LIFTS DATE SCALE = 1 " = 1 '-0" SCALE = 3/4" = 1 '-0" /�/ �P EXISTING F.D. WHIP ANTENNA ATOP POLE NO. DATE SUBMISSION „ O 1 4/30/15 FOR REVIEW TOP OF EXISTINGI WHIPANTENNA2 5/18/15 ISSUED FOR FILING / ± AGL 0 ),- 3 9/23/15 ISSUED FOR FILING NEW VERIZON WIRELESS TELCO AND ELECTRICAL CONDUITS TRENCHED FROM EXISTING MESASPAN EXISTING AT&T ANTENNAS TO REMAIN 110'-0" ± AGL • CABINET/NEW METER TO NEW EQUIPMENT PANELS W TOP OF EXISTING MONOPOLE EXISTING 110' HIGH RF COMPATIBLE CONCEALMENT (RFCC) NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP NEW N, POLE WITH (3) NEW VERIZON WIRELESS ANTENNAS AND (6) CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE DIPLEXERS WITHIN 107'-0" ± AGL EXISTING METRO . OF EXISTING AT&T ANTENNAS y 14I I '-0" y 6'-6" J, I PCS EQUIPMENT 100'-0" ± AGL0 12'-0" AREA TOP OF VERIZON WIRELESS ANTENNA CAVITY / - 99'-6" f AGL0 I,:P 1. ;i�' �' 1"' T.O. NEW. VERIZON WIRELESS SECTOR ANTENNAS \, r� NO. DATE REVISION O W IQ 95'-6" f AGL0 NEW VERIZON WIRELESS 50KW DIESEL GENERATOR ATOP NEW CONCRETE PAD. REFER >/ ?, �' fir, iA '- ' � u KEY PLAN: O Q OF NEW. VERIZON WIRELESS SECTOR ANTENNAS TO SHT. E-100.00 FOR GENERATOR INFO , 401:',4 ,� � �r ;, I IF-11 4k �;v � .., x x x x x 90'-0" ± AGL ' -' � i �,� z � ;,, L\,*'‘ 4,,,Afr,2,: x x I I I H 0 BOTTOM OF NEW. VERIZON WIRELESS CAVITY NEW LEYLAND CYPRESS TREES PLANTED Ak 40' AROUND NEW VERIZON WIRELESS u \ » . - . � EXISTING T-MOBILE ' . COMPOUND EXTENSION 6'-0" O.C. j , p4 ' Iliii/11EQUIPMENT AREA ,I 11 DOUBLE ALTERNATING ROWS. REFER TO 4 - 9 � ,=4 87 -0 ± AGL0 DETAIL 3-SP-100 \ :� x x �' x x x OF EXISTING T-MOBILE ANTENNAS r,, ,At- ,I 14s \, ,� _ I 1 � � \ / ° u \ x x 1 \ " let ,- - - - - �- 77 -0 f AGL �, .. ll‘ Q. OF EXISTING METRO PCS ANTENNAS � r" f,/ I I GENERATOR I '\ x x x x x x I 1 I 1 'I DIESEL b d (4) NEW VERIZON WIRELESS GPS UNITS of <" f�'� x -��- - -- --�1 1 x < L _ 41__1 40 �4 T CANOPY .. ' /" SECURED TO NEW WEATHER C N � ,_4�� —TA-i.TA� TAS TA TAE TAS TA—TA—TA—TA—TA—TAS TAS TAS TA \ * / 7►` \' -/ \ \ x x x x x AREA OF WORK /, IlD (12) NEW 7/8"0 VERIZON WIRELESS ANTENNA COAX CABLESor, � y x•,� 4 0 x NEW VERIZON WIRELESS ELECTRIC METER AND 0-- % ROUTED UP WITHIN THE EXISTING CONCEALMENT POLE ? Ek ?, ." x DISCONNECT SWITCH MOUNTED TO BACKSIDE OF x f I ` ,BATTERY I EXISTING H-FRAME-METER BANK 1 o e A.. ,s I I N :r� ,, o„„ \ x I EXISTING AT&T COMPOUND g' • A-100 0 `7,-imir-2-- a. \ MOD x x "1--- ,,, --k§ ' 0- _:,- N ” �" = r T vg TAS I / % Q EXISTING F.D. WHIP ANTENNA, TYP. > . x MOD I I x NEW 6'-0" HIGH FENCE WITH 1 s - ��� _ • x x `� IVOINToonwireless 40 WIDE GATE. REFER TO DETAIL �; j' ✓ • ,� 3/A-101.00 BATTERY i'\ N x \ (3) NEW MAIN DISTRIBUTION BOXES `, ,a ,' ��© ° y L, I �' EXISTING F.D. ANTENNA CABLES TO BE RE-ROUTED THROUGH CABLE ENODE• �� 2 p E (� ST MARION PORT ON EAST SIDE OF PORT. MOUNTED TO NEW H-FRAME. REFERL. L __...© •, /tel ,� TO DETAIL 1/A-102,00 x -,....„MDB MOB MDB • \jI X \ / OCT 19 2015 30'-O" ± AGL0 {i C Ji ) , x x �/ NEW ELEVATED CABLE ICE BRIDGE FOR (12) NEW 7/8"0 OF F.D. WHIP ANTENNA MOUNTS 11 `� OJ \IPS SECTCR southOIdTown VERIZON WIRELESS ANTENNA COAX CABLES \ y' ; ,!k _! '"- x x x x A�" Planning Board ''''7 ,,„1,_V`� ' n �q 65° 9245 MAIN ROAD 4 NEW VERIZON WIRELESS GPS UNITS SECURED TO NEW '': 4 4 EAST MARION NEW YORK 11939 WEATHER CANOPY NEW 6'-0" HIGH FENCE WITH (1) 4'-0" WIDE GATE 4 ,,N ; r. . . ► . ._ 1 I, , /f fit. NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP 10'-6" ± AGL0 y 1 X11:It`i `�� ` NEW CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE / TOP OF NEW. VERIZON WIRELESS GPS UNITS NEW ELEVATED CABLE ICE BRIDGIE FOR (12) NEW 7/8"0 4 \ TITLE: ENLARGED EQUIPMENT PLAN VERIZON WIRELESS ANTENNA COAX CABLES rr ' ,�. . 9 0 _ ' - WEST ELEVATION AND DETAILS ' EXISTING 110' HIGH RF COMPATIIBLE CONCEALMENT ,��''t WEATHER ANOPL tl�a y �A y. t•<� k� .�.; � NEW VERIZON WIRELESS 50KW DIESEL. GENERATOR WITHt I n / TOP OF NEW. VERIZON WIRELESSCANOPY SOUND ENCLOSURE ATOP NEW CONCRETE PAD - ' J (RFCC) POLE WITH (3) NEW VER'IZON WIRELESS -/ 6 -0„ ± AGL 0 ANTENNAS AND (6) DIPLEXERS WITHIN DATE: FEBRUARY 18, 2015 • :;_`•• TOP OF NEW. CHAIN LINK FENCE PROJECT NO: 14-10837 © ICI] 0 EXISTING F.D. EQUIPMENT CABINET EXISTING ELECTRICAL TRANSFORMER -,''''r — DRAWN BY: CPK 0'-O” (35' ± AMSL)GRADE CHECKED BY: TM I II Q EXISTING MESASPAN CABINET AND TNI Cj� G� PULLBOX BELOW SCALE: AS NOTED �� lb ` ) Q. �� 2�$ DRAWING NO: NOTE: NEW PLANTINGS NOT SHOWN FOR CLARITY. - 0' 5' 10' 20' () ENLARGED EQUIPMENT PLAN 0' 1'-4" 2'-8" 5'-4" A ra 1 0 0 0 0 0 WEST ELEVATION 1 3 7 NORTH SCALE = 1 = 10 " » SCALE = 3/16" = 1 '-0"' 3/16"=1'-0" �� SHEET NO: OF 1 =10 -0 ` a STRUCTURAL STEEL NOTES GENERAL NOTES -;,! 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, , ,'1, -At' ',',, ., 1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO LOCAL ORDINANCES, BUILDING CODE OF NEW YORK i . . ,, ; `` STATE, AND THE LATEST EDITIONS OF THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR STATE, AND FEDERAL, LAWS, ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. _" . :_ :. m`' . _ ;;,l':•, ',' "BUILDINGS" AND THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED MEMBERS. CONTRACTOR SHALL COORDINATE AND ARRANGE ALL THIRD PARTY SPECIAL INSPECTIONS REQUIRED UNDER NYS BC CHAPTER 17. 4;:.. _' 2. ALL STEEL SHALL RECEIVE ASTM A525 HOT-DIPPED GALVANIZED COATING APPLIED AT 1.25 OZ./SQ.FT. STRUCTURAL STEEL SHALL "� CONFORM TO ASTM GRADE DESIGNATION A992, GRADE 50 (STANDARD STRUCTURAL SHAPES) OR A500, GRADE B (STRUCTURAL TUBING). 3. 2. EACH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE ' '- ' ' _ ' �` / y GROUT FOR STEEL BASE AND BEARING PLATES SHALL BE OF A NON-METALLIC, NON-SHRINK COMPOSITION. VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. ';' .• f ' .• / / / 4. SHOP AND FIELD CONNECTION NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE WELDED OR BOLTED. ALL BEAMS TO GIRDER 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED • 6'' SHEAR CONNECTIONS SHALL BE TWO-SIDED. WEB-ANGLE CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION. "-. Y ::P-4:, LINE OF NEW CONC. DASHED LINE 2A•3 4 IDIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. s • '- EQUIPMENT PAD BELOW REPRESENTS NEW A-101 I 5. ALL WELDING SHALL COMPLY WITH THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE STANDARDS. WELDING SHALLE KB ":.'. CANOPY ABOVE \__ 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS \ \ BE SUPERVISED AND INSPECTED BY AN APPROVED INSPECTION AGENCY AND LICENSED PROFESSIONAL ENGINEER RETAINED BY THE , �' \ CONTRACTOR. SAID ENGINEER SHALL FILE ALL NECESSARY INSPECTION REPORTS AND AMENDMENTS, AS REQUIRED BY LOCAL CODES WITH AND JOB CONDITIONS, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES °°•' : :.,-;:; W6 X 15 CONFLICTS, AND/OR OMISSIONS WHICHWOULDINTERFERE - W6 X 15 COPIES TO THE ARCHITECT. PROVIDE A COPY OF THE WELDERS CERTIFICATION. ALL WELDING IS TO BE PERFORMED WITH E70XX '� '•"'� � � ' • `. _ 3" / N ERFERE WITH THE SATISFACTORY � � � 3,;,',_�, , ,f ELECTRODES, UNLESS OTHERWISE NOTED OR REQUIRED. REMOVE ALL DIRT, GREASE, PAINT AND BURRS WITHIN OF ALL WELDS. ALL BEAM 3 3u ` �` r x � , m m m SPLICES SHALL DEVELOP THE FULL STRENGTH OF THE MEMBERS BEING JOINED. COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND , y ~' CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARCHITECTS 6. ALL WELDS NOT SPECIFICALLY CALLED OUT ON THE DRAWING SHALL BE THE MINIMUM WELD SIZE, AS SPECIFIED BY THE AISC ARISING THEREFROM. \ \ I MANUAL, LATEST EDITION. (SEE NOTE #10 FOR ADDITIONAL CRITERIA.) 12 1 TECHNOLOGY 11733 a.com w 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR 1,P. 631.689.8450 I F. 6 DRIVE,.8459 I SETAUKET,www. NYcai11733 7. BOLTED CONNECTIONS SHALL BE FRICTION-TYPE USING, GALVANIZED HIGH-STRENGTH, 3/4" DIAMETER, A-325 BOLTS SET IN 13/16" MATERIAL DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. d- \ DIAMETER HOLES, IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR STRUCTURAL JOINTS, LATEST EDITION. MINIMUM WEB CONNECTION(S) -=�- 6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE i`�r�=0 �,,y�' . SHALL HAVE (2) BOLTS. /,r c t C X X MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE PC-,/'� ";,= ,. r� r0 0 8. ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE REVIEWED AND APPROVED BY THE ARCHITECT. HOWEVER, THE REQUIREMENTS. it,- t;, ,. �`_�, \ � "� I I ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTABILITY, AND CONTRACTORS' BID SHALL ANTICIPATE THE USE OF ALL DETAILS AS SHOWN X \ X IN 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE I ` `' X - ON THE DRAWINGS. ANY APPROVED ALTERNATE DETAIL(S) SHALL BE INCORPORATED INTO THE WORK AT NO EXTRA COST TO THE OWNER. I ."•. ,.-- ' :to J PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB ; - 1 1.0-a 9. CONNECTIONS SHALL BE DESIGNED FOR THE LOADS INDICATED ON THE CONTRACT DRAWINGS. WHERE MEMBER REACTIONS ARE NOT SCHEDULING AND COMPLETION. (3) NEW LIGHT FIXTURES SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A VERTICAL SHEAR EQUAL TO 50% OF THE TOTAL UNIFORM LOAD CAPACITY �' ;:.c,, i TO UNDERSIDE OF OF THE BEAM, LATERALLY SUPPORTED, OR THE SHEAR CAPACITY OF THE WEB, WHICHEVER IS GREATER. 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE `,ti ` ' y " / � , _Ig•- CANOPY, OPERATED BY NEW STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR - `' TIMER SWITCH. SEE DETAIL 10. STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS THE ARCHITECTS REVIEW. CO :. • 5/A-101.00 "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", UNLESS OTHERWISE NOTED. 9. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING APPROVED BY JSECURED op11. BOLTS IN SLIP-CRITICAL CONNECTIONS SHALL BE FULLY PRETENSIONED BY THE TURN-OF-NUT METHOD IN ACCORDANCE WITH THEREMAINING AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED m - OY RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". SURFACES TO THEIR PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO PLANNING BOARD W6 X 15IV W6 X 15 COMPLETE THE ENTIRE SCOPE OF THE WORK. - II- i 1 J \�\ 12. ANCHOR BOLTS SHALL BE TENSIONED BY THE TURN-01F-NUT METHOD AFTER GROUTING OF BASE PLATES. TOWN OF SOUTHOLD II_ t- 13. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING AND/OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS DATE REPORTED TO THE OWNER AND THE ARCHITECT PRIOR TO REMEDIAL ACTION. ANY SUCH ACTION SHALL REQUIRE THE ARCHITECT'S NECESSARY, TO MATCH EXISTING CONTIGUOUS SURFACES OR NEW FINISHES SHOWN. _ .P r 2A2 APPROVAL, AND THE CONTRACTOR WILL BE FULLY RESPONSIIBLE FOR ALL CORRECTIVE MEASURES AT NO ADDITIONAL EXPENSE TO THE � 4��.,, � 2A1 \ A-101 OWNER. 11. AT THE COMPLETION OF EACH WORKDAY, EACH TRADE SHALL BE RESPONSIBLE `l '� . A-101 " FOR CLEANING UP THEIR WORK. RUBBISH REMOVAL SHALL BE DONE IN A DUST / 3"0 GALV. STEEL COLUMN 14. THE CONTRACTOR SHALL SUBMIT 24x36 SHOP DRAWINGS FOR STRUCTURAL STEEL AND METAL GRATING FOR REVIEW BY THE INHIBITIVE FASHION, AND THE JOB SITE SHALL BE FREE OF ALL DEBRIS AND BROOM ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS, AND ASSUME FULL RESPONSIBILITY FOR WITH 6"x6"x1/2" GALV. STL. DIMENSIONAL CORRECTNESS AND FIT. NO STRUCTURAL DRAWINGS ARE TO BE REPRODUCED FOR USE AS SHOP DRAWINGS. CONTRACTOR CLEAN UPON COMPLETION. NO. DATE SUBMISSION BASE AND CAP PLATES, TYP. SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE LOCATION OF MISCELLANEOUS OPENINGS AND RECESSES. DENOTES SPAN OF 22 GA. 3" OF (3 ) ON CONC. PAD 12. CLEAN ALL FLOORS, WALLS, DOORS, MISC., GLASS, ETC. LEAVING JOB FREE OF 1 4/30/15 FOR REVIEW GALV. STEEL ROOF DECK, TYPE NS 15. TEMPORARY BRACING SHALL BE INTRODUCED WHEREVER NECESSARY, TO ACCOMMODATE ALL LOADS WHICH THE STRUCTURE MAY BE DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. 2 5/18/15 ISSUED FOR FILING AS MANUFACTURED BY UNITED SUBJECTED TO DURING CONSTRUCTION, INCLUDING ANY EQUIPMENT AND THE OPERATION(S) OF SAME. SUCH BRACING SHALL BE DESIGNED 3 9/23/15 ISSUED FOR FILING STEEL DECK OR APPROVED EQUAL. AND INSTALLED BY THE CONTRACTOR, SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY, AND THEN REMOVED UPON 13. EXISTING EQUIPMENT AND MATERIALS TO BE REMOVED, WHICH ARE NOT FASTEN DECK TO STEEL WITH #12 COMPLETION OF PERMANENT INSTALLATION(S). REQUIRED TO BE RELOCATED OR RETAINED BY THE OWNER, SHALL BECOME THE S.S. OR GALV. STEEL SELF DRILLING TEK SCREWS © 8" O.C. MAX. 16. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE PREMISES. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS, COOPERATE WITH OTHER TRADES, PROVIDE A COMPLETE JOB, AND TAKE CARE 14. INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT 0 THAT GOOD WORKMANSHIP PREVAILS DURING ERECTION OF STRUCTURAL FRAME. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO INTENDED TO SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL THE ARCHITECT. 0' 1'-4" 2'-8" BE REMOVED, RELOCATED, AND/OR REINSTALLED, AS REQUIRED FOR INSTALLATION 14 CANOPY FRAMING PLAN 17. ALL STEEL WORK SHALL BE COMPLETED PRIOR TO SETTING THE EQUIPMENT CABINETS OR EQUIPMENT SHELTER. OF NEW WORK. SCALE - 3/8" = 1 '-07/ 3/8" = 1'-0" NORTH 18. TOUCH-UP FOR GALVANIZED COATING SHALL BE COLD-APPLIED GALVANIZED PAINT IN ACCORDANCE WITH FS TT-P-645. 15. ALL CONCRETE USED FOR ON-SITE CONSTRUCTION SHALL BE AIR ENTRAINED, MINIMUM 4,000 PSI AT 28 DAYS, AIR ENTRAINED FROM 4% TO 5%. NO. DATE REVISION 4'-0" 1 5/8" O.D. TOP , N KEY PLAN: RAIL LIGHTING FIXTURE SCHEDULE 1 t t ' PROVIDE ALIGN f9 0 A.F.G. k - - -\- DIAGONAL MICROFLECT 6509 PIPE HEAD THROUGH MEG. & CAT. NO. FIX. WATT LAMP TYPE NO.LAMP/ FINISH MOUNTING/HT. %:. TOP OF NEW ����� ����������������� N. BRACES AS BOLTED TO MOUNTING PIPE BELOW. VERIFY WATT Q .i WEATHER CANOPY i ----- �:�� �������� REQUIRED TYP. RAB LIGHTING 150 PAR-38 1 GRAY SURFACE MTD,. ��������� �;��� TENSION BAR. EXACT HT. IN FIELD. + J NEW 1-1/2 20 GA. TYPE i � ��������� arc" \� \ H 101 B \ - 'B' GALV. ROOF DECK. TACK �j,�j� ♦������♦ ♦� MICROFLECT 8502 GRATING TYPE CABLE ffi ����������������� ����� BRIDGE CHANNEL SECURE TO PIPE HEAD y ` J ft14 WELD TO NEW SUPPORTING ����� ♦�����♦ ♦�♦ / - - --:-- STEEL -`� - - ������ �� �� LATCH WITH MOUNT WITH MANUF. RECOMMENDED / , a o , �T -•_•_•�•. 1 jj ��������� �O�i'1 PADLOCKING HARDWARE. % NEW GALV. STEEL W6x15 1 � ��� :�: :�:� O0 =O PROVISIONS. ,� 6 0 L3x3x1/4" BRACING AT „ � �� ANTENNA CABLES ROUTED ALONG ICE BRIDGE v d-` Q 1/4"1/ UNDERSIDE OF DECK 1 6 ��� � 2" DIA. GATE UTILIZING MICROFLECT B502 TAP IN INSERTS J 0 NEW 6"x6"x1/2" GALV. STEEL o 4� �� FRAME. 3/8" S/S THREADED ROD, B1910 CROSS AND 0 17T / og" j� PLATE SECURED TO NEW I �� �� � 8 cm " ♦�♦ WAVEGUIDE CUSHION HANGER ASSEMBLIES. 5 �B �c \ ID " ���� > :..:$ 0 = NOTE: 14.3 cm �,a J ao W6x15 WITH (4) 3/4 �d A325 ����.; ��� 14 ,1 ALL LIGHTS TO BOLTS, TYP. ���� ������ ����� 2" DIA. BRACE r� BE FULLY AREA OF WORK / NEW 3"0 GALV. STEEL •w $$ ��������� ���0� (NP) ADJUSTMENT BOLTS. SHIELDED AS 1 °° COLUMN WELDED TO NEW3" z ���� ������������ ����� REQUIRED BY 1/2" THICK BASE PLATE L 3" X X GALV. ���� • ������������� ����� MICROFLECT B130 3 1/2" GALV STEEL SCH 40 a THE TOWN OF STL. ANGLE 3 SOFT.. GATES PIPE MOUNT SET IN CONCRETE BASE AS Q SOUTH H 0 LD (1) 3 4"� A325 BOLT. ���� .., POSTS. INDICATED. SEE MANUFACTURERS > NEW 6"x 6x1/2 GALV. STEEL / ♦♦ ���� �� SPECIFICATIONS FOR RECOMMENDED SPACING. PLATE SECURED TO NEW TYP. IN ��� ��j�j�j�j�j�j��j�j jj 1 1/4"V - �j�j���j�j�j�j�j��� ���j� 1 5/8" 0.D. WATERPROOF SEALANT `j Z �; 1 CONC. PAD WITH (4) 1/2"0 �� 1.- .•. .4.< -•- % HILTI KWIK BOLT II EXPANSION 3/8" TAB WELDED TO -� BOTTOM RAIL 3" kg Et ANCHORS (3-1/2" MIN. POST/BEAM \ ,,.r%,. if OA �,.r�,,.r�,.:r (TENSION)WIRE 3/4 CHAMFER ��m T ���.,,,,„/ EM DED. , TYP. OF (4) PLATES ( OPTIONAL). retivi,t0 , 00wireless N ) e I �I 1'-0"0 SONOTUBE I� . e I CONTRACTOR SHALL TRIM SONOTUBE w .ten is • FOFORMED OTINGCONCRETE I . , DOWN TO GRADE AFTER CONCRETE z r I ••'I I . • 1 FENCE FABRIC SHALL BE HAS CURED. s ____\_ NEW VERIZON WIRELESS GALVANIZED STEEL MESH 9 . lir EQUIPMENT PAD co 1 ' ( h --PAINT PORTIONS OF � GAUGE WITH 2" OPENINGS. PAINT PORTIONS OF POST TO BE \C. ' ' '\ \ \� �� ST IV ARI ►� VERTICAL SECTION 'Al' TYP. KNEE BRACE 'A3' 1 1 POST TO BE EMBEDDED FENCE POSTS SHALL BE 2 EMBEDDED IN CONCRETE WITH //// /,- • ' ���//j D -� --` OI v .0 I I . •I IN CONCRETE WITH CUT-BACK ASPHALT 1 1/4" OUTSIDE DIAMETER. CUT-BACK ASPHALT PAINT, TYPICAL. \ �/ • ' • \`/\� OUTDOOR LIGHT FIXTURE DETAIL 015 !> > I . I I GALVANIZED STEEL, SCHEDULE \/\. I / OCT 19 2 I I PAINT, TYPICAL. r 40. TOP AND BOTTOM RAILS ' '-' \i, • • �/j SCALE = 1 " = 1 -0 \ L_ °'J L. o J SHALL BE 1 5/8" OUTSIDE POURED CONCRETE FOOTING, SET PIPE /\\ : •, \//\ Southold Town DIAMETER SCHEDULE 40. MOUNT AS INDICATED WITHIN. // . .d �/ Planningt3oard FENCE POSTS SHALL BE CONTRACTOR TO 'DE-WATER' TRENCH AS i\\� >/\ NEW 1-1/2" 20 GA. TYPE 'B' NEW VERIZON WIRELESS 1'-O"/ SPACED A MAXIMUM OF REQUIRED DURING INSTALLATION OF \/4 ' °' \ \� GALV. ROOF DECK 9245 MAIN ROAD EQUIPMENT PAD 4" THK. LAYER OF 3/4" STONE OR 10'-O" INCHES ON CENTER. CONCRETE TO ENSURE PROPER \ \ EAST MARION, NEW YORK 11939 GRAVEL. \ , a \ 1 INSTALLATION STRENGTH. /.,. / / To NEW GALV. STEEL W6x15 1 5/8" BOTTOM RAIL. CHAIN LINK FENCE SYSTEM j�/ 4•: V 9'-0"0 NEW 3"0 GALV. STEEL MIRASCAPE FILTER FABRIC TYP. WITH PERMAHEADGE VISION . 4 • \/� T.O. CANOPY UNDISTURBED EARTH. a . • �/\ TITLE: COLUMN WELDED TO NEW 4" STONE OR GRAVEL. BLOCKING/ ANTI CLIMB SLATS \\ • as a . .�\// CANOPY FRAMING PLAN 1 " 1/2" THICK BASE PLATE N. %// 6" �. 7 `•�1•�- 12" 0 SONOTUBE FORMED j\\ •• 4•• > AND DETAILS 1/4"V \� / 2x6 PRESSURE //�//// ��''" • fir``'=r`''=r`'' CONCRETE BASE. \/\a a \� P-1000 UNISTRUT SECURED TO NEW �� \\j \ �; �. `//\; ° `\ '�' ` 'ulfW6x15 GALV. STEEL WITH 3/8"0 S/'S e\ "� NEW 6"x6"x1 2" GALV. STEEL TREATED LUMBER SET /// / 'I °' / /\/ \/\/� • . '>' � HARDWARE, TYP. PLATE SECURED TO NEW 12" OUTSIDE OF NEW \\�/ I �\\\ xi, '. \� r. • DATE: FEBRUARY 18, 2015 c° • / CONC. PAD WITH (4) 1/2"0 FENCE LINE. . ; / \c, ° a.4//..c.„ `D `, r. `.� '; c \' . NOTE: \ \ tri , .. ; d.. s4 R) PROJECT NO: 14-10837 0 ,t L\ HILTI KWIK BOLT II EXPANSION / . I FURNISH AND INSTALL SWING \/\ / /r. �.� �.�� �.! �.�- !• -N"- \ 1'-0"0 SONOTUBE FORMED / \ GATE AND ALL NECESSARY PROVIDE A MINIMUM OF (2) /\// /" /'//"// 1 / / \ TYPICAL UNISTRUT ANCHORS (3-1/2" MIN. /' \ \ \ \,�\ \ - \ Jr 1» CONCRETE FOOTINGS. �X \ \�//\%\/\\/\\/\\/\/\/j 3 8" GALV. STEEL HARDWARE DRAWN BY: /- EMDED.), TYP. OF (4) PLATES �// HARDWARE AND STIFFENERS SUPPORT POSTS PER TRAY SECTION. /\\\\\ /\\\\ / CPK / �' I REQUIRED TO PROVIDE A NOTE: CHECKED BY: TM PRESSURE TREATED / \\ 1-1�' :\ COMPLETE CHAIN LINK GATE 2 / UNISTRUT P1000 TO BE HIGH PLAN AT CANOPY POST 'A2' WOOD STAKE AT 4 O.C. / // ANDREWS SNAP-IN CLIPS SCALE: AS NOTED \/�, \\, INSTALLATION. STRENGTH HOT-DIPPED NEW CONCRETE FOOTING. \//\\ \//\�j GALVANIZED. NEW VERIZON WIRELESS ANTENNA DRAWING NO: \\ A , i'77 ell CABLES pi CANOPY POST DETAILS CHAIN LINK FENCE DETAIL EQUIPMENT ®ICE BRIDGE DETAIL ®CABLE/ CONDUIT SUPPORT AT CANOPYirli [ 0 [ 0 0 tt 1/2" A CO = '- SCALE = 1/2"=1 '--0" SCALE = 1 " = 1 '-0" SCALE = 1 1/2" = 1 '-0" SHEET NO 44 OF 7 SCALE - 1 1 0 - - ... _�� CROSSBAND COUPLER MANUFACTURER: RFSAir ,; f..; MODEL: FD9R6004/1 C-3Lf;1.i� 9'-0' ye 1.5" OUTDOOR CABINETS NEW ,;. I TOP OF CANOPY 5 8" ALCATEL—LUCENT LIGHTRADIO CABINET ,F , :; ;� ...7.2-7/8" PIPES (3" o.D. .. ,. n u 9712 OUTDOOR CABINET ;., ' FULLY WELDED TO BAE PLATE `� `� - FRONT -111J6- CUT TO REQUIRED LENGTH �` ' I P� HYBRIFLEX FOR ALPHA, BETA `` IJ N PLAN VIEW ; � ✓a 3/8" DIA FLAT AND GAMMA SECTORS i WASHER — — EXTEND TWO (2) 3" EMT NOTES: i� ,a '" y}' 3/8" DIA U-BOLT (TYP) _ CONDUITS FROM TOP OF ,� BATT i " 3 8" DIA _ . � TROUGH AND TERMINATE AT 1. ALL RAYCAP MAIN DISTRIBUTION BOXES FRONT VIEW SIDE VIEW , �� `'_ `a'",i U-BOLTS TO BE SIZED / CANOPY CEILING CABLE .°",,, �' ACCORDING ANTENNA NUT SHALL BE MOUNTED AT 48" A.F.F. a " - PIPE DIAMETER PROPOSED RAYCAP MAIN MOUNTING MEASURED AT THE CENTER OF THE UNIT. ` -> .' DISTRIBUTION BOXES MOUNTED TO NO OBSTRUCTIONS DIRECTLY ABOVE THE ,l. ?-,<, '{° '5E'^: 'Y ' is '"`I;''"`6i,,,, .,,::1:,':,';':, ,": ‘ i : '' — f a:,j SHELTER INTERIOR WALL. (NUMBER DISTRIBUTION BOX SO THAT THE COVER `.c ^''`'`, 2'-2" 2'-6" 2'-2" t OF MAIN DISTRIBUTION BOXES CAN BE REMOVED. .: ':.':..4.',.j,' Axl ;� SUBJECT TO CHANGE BASED ON CONTRACTOR PROVIDED AND PROPOSED PIPE—� SPECIFIC SITE REQUIREMENTS) INSTALLED (NEMA 1) 2'-4 1/2" I I �s ; A ," 2. ALL UNISTRUT (1-5/8" DEEP) SHALL 10"x10"x18" TROUGH MOUNTED CONCEALMENT POLE STRUCTURE _ ON SHELTER WALL BE SIZED TO ACCOMMODATE BOTH — —a- �� • CONDUIT INSTALLS, 12" MINIMUM. x°°v5 ° ° R C H I T E C T S i 91 — I.- J 3. ALL HARDWARE SHALL BE STAINLESS (2) GALV. STEEL PIPE CLAMPS PLAN VIEW - ° :',17:::::;::„.4:;:11!,:', ° STEEL 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 1-5/8" HORIZONTAL P 631.689.8 S EXTEND THREE (3) 3" EMT0 F. 631.689.8459 4 www.wf 'a UNISTRUT, PART ',1;,:.:7::: 4'`°'( � ca>! .comCONDUITS FROM TOP OF 4. REMOVE TWO (2) 2-1/2" BLACK 2'-4 1/2" 2'-5 1/2" s l #P1000T ATTACHED TO TROUGH AND TERMINATE AT HYBRIFLEX CABLE COMPRESSION FITTINGS "g ° ° PROPOSED PIPES, . �7� CUT TO REQUIRED LENGTH BOTTOM OF UPPER TROUGH SUPPLIED WITH THE RAYCAP BOX AND „ ,,., (TYP FOR 2) INSTALL TWO (2) 2-1/2" EMT }- ` 6` " ° "� •� CONNECTORS AND BUSHINGS BETWEEN , /r ° o „,,?."...-'AS) T('� THE RAYCAP BOX AND THE TOP ,I;0 co 00 ° ® ° 'ao j�. :: F'I`�_ \ PROVIDE TWO (2) 2-1/2” GRS TROUGH. NEW DIPLEXER SECURED TOiliiiI 1 ;zas 1 s;,g, _ t .igc2 `;\ s" MIN 6" MIN NIPPLES AND MYERS HUBS CO �" ii /-,P POLE 'o "'.„-- - ,, O BETWEEN THE RAYCAP BOX AND 5. EXTEND #2AWG INSULATED, STRANDED, STRUCTURE r°°'°mth °.:; o 'Py> s :=:=.5s4,...,. fa I, J. r/' z,� 0 0 0 0 0 THE TOP OF THE EXTERIOR ;! r.� , t L'„u ll��L.I I� a .BILI Iy• u,�g_a TROUGH. COPPER CONDUCTOR, BOLTED FROM BASE4I s Et: i AND BOND TO GROUND RONG. (TYP. FOR 6) ;° !i 'gillp5C 5 6. PULL STRING SHALL BE TERMINATED ;M A41-: - . - / • G G j G w° .. 1 pppp oo- G o G a , • INSIDE OF SHELTER AND TROUGH BOX '°�” +- ., 0,�f1 0"----r- a G G o FOR ALU USE. ': =ti'Ta'� z0,�_4>-.'..',,..- -I, HYBRIFLEX, POWER AND FIBER � CONTRACTOR PROVIDED AND INSTALLED WEATHERPROOF 0 0 1. ` ,.a- UNISTRUT CAP (TYP)—N" �.1 (NEMA 3R) 10"X10"X6'-0" ' Costur�zz. 51 TROUGH MOUNTED ON UNISTRUT \ \ _ APPROVED BY FRONT SIDE ELEV FRONT SIDE ELEV REAR ELEV PLANNING BOARD CONCRETE PAD ELEV ELEV COMPACT COMPACT 3/1s"< 1 - _ V-- 2,432 LBS. COMPACT CABINET 8"X8"X1/2" BASE PLATECABINET CABINET TOWN OF SOUTHOLD .„...../.----- \ EXTEND# 2AWG INSULATED, (STACKED) (STACKED) (STACKED) BOLTED TO CONC. SLABTYP. ELEVATION STRANDED, COPPER CONDUCTOR 180KG 180KG 180KG DATE AND BOND TO GROUND RING 1/2" DIA BOLT (TYP FOR 4 PER BASE PLATE) HORIZONTAL UNISTRUT, PART 6 CIRCUIT �� # P1000T ATTACHED TO . 1. PROPOSED PIPES, CUT TO REQUIRED LENGTH (TYP FOR 4) NO. DATE SUBMISSION FULLY WELDED" TO BA" PIPES SE" PLATE 1 4/30/15 FOR REVIEW 2 5/18/15 ISSUED FOR FILING CUT TO REQUIRED LENGTH , 3 9/23/15 ISSUED FOR FILING .., r to O I —i IK) CONTRACTOR II PROVIDED AND INSTALLED 1/2" DIA BOLT — WEATHERPROOF (TYP FOR 4 PER BASE PLATE) — L (NEMA 3R) O 10"X10"X6-0" TROUGH MOUNTED ON TYPICAL MAIN DISTRIBUTION BOX MOUNTING AT GRADE 8"X8"XB/OLTEDATO CONC. UNISTRUT DIPLEXER DETAIL BATTER CABINET DETAIL 9712 ENODE EQUIPMENT CABINET DETAIL SCALE = N/A SIDE VIEW SCALE = N.T.S. SCALE = 1 2" = 1 '-0" SCALE = 1/2" = 1 '-0" / / NO. DATE REVISION KEY PLAN: ANTENNA MANUFACTURER: AMPHENOL GPS MANUFACTURER: PCTEL EXISTING RF COMPATIBLE _ ANTENNA NOTES: 4-Lines 1 Antenna MODEL NO.: CWWX063X25G00 (700/AWS/PCS) MODEL NO.: GPS-TMG-HR-26N CONCEALMENT POLE BY OTHERS CABLE: SECTORS - 7/8" DIA. CABLE (UP TO 100') 7 1" �-: O SECTORS - 1 1/4" DIA. CABLE (UP TO 200') .63 LBS/FT. 12.0" „,- ,1-0%, 100'-0"t AGL SECTORS - 1 5/8" DIA. CABLE (201' OR GREATER) .70 LBS/FT. •• • 3.2 ' ` ,a ii v T.O. ANTENNA CAVITY o 0 0 • GPS - SHELTER MECHiliait _ DOWN CABLES / CABLE "700/850-PCS/AWS \ \ TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS �99'-6"f AGL /", 1 LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 65' 0' Y (4) 7/8” 160' • ' T.O. OF NEW VERIZON WIRELESS ,* SECTOR ANTENNAS r 1 . . \ LTE/PCS/AWS Bi CWWXO63X25G00 41.0 LBS. 228° 0' Y (4) 7/8" 160' 14 ,9 a�� N ID AREA OF WORK / Al.x : . ' L: ., LTE/PCS/AWS 01 CWWX063X25G00 41.0 LBS. 342' 3' Y (4) 7/8" 160' .„ EXISTING REMOVABLE COVER FOR X ` , ,,,,. 0 -- ANTENNAS , GPS UNIT • oo ao UNITS: GPS-1 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" X • X °' °' GPS-2 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" ,. ' 3° GPS-3 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" ok V iyQ� 1l ��a7 95'-6"t AGL - =a GPS-4 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" L13 q OF NEW VERIZON WIRELESS o < - :� .=e..,.. SECTOR ANTENNAS NOTES: D�F'A � IPA 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY CONTRACTOR TO VERIFY IN FIELD EAST MARION TRUE NORTH PRIOR TO SECTOR ANTENNA INSTALLATION. y -_LiE (3) NEW VERIZON WIRELESS [isp) 12.0" ANTENNAS AND MOUNTING 2. PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2" O.D. GALV. T OCT 1 2015 BRACKETS (TYP.) STEEL PIPE. THE MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS - ---"- • --•- • -� • -•- • f•-- - .—. • --• • --- • ®• . ,--. • -... • --- . ,-- . .,.•••N ,0 W. , I. PROJECT ARE #-919011 (:::::::) R Southold Town ,: Planning Board ?245 MAIN ROAD • BAST MARION, NEW YORK 11939 (6) NEW DIPLEXERS SECURED TO 3. INSTALL GPS UNITS AS INDICATED. ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY FRONT VIEW \ SIDE VIEW ` TOP VIEW EXISTING ANTENNA MOUNTING i MANUF. VERIFY EXACT MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER. POLE (TYP.) NOTE: ANTENNA MODELS ARE SUBJECT TO CHANGE, BASED TITLE: 4. ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS FOR ANTENNA UPON AVAILABILITY AT THE TIME OF APPROVAL CABLE INSTALLATION (TYPICAL FOR ALL ANTENNA CABLES) ANTENNA AND EQUIPMENT INFO 0.4 PA PA \ �I � PA 90'-0"t AGL 5. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH di o o o \ BRASS TAGS DENOTING COLOR CODE AND SECTOR. DATE FEBRUARY 18, 2015 B.O. EXISTING ANTENNA CAVITY „�.,. ,,. PROJECT NO: 14-10837 6. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS [x] WITHIN THE SCOPE OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS DRAWN BY: CPK WITH EXISTING SURROUNDING SURFACES CHECKED BY: TM LTE-7C LTE-AWS IwTE•r'cS SCALE: AS NOTED FRAME E . FRAME FRAMs DRAWING NO: 12) ANTENNA MOUNT DETAIL 6 ANTENNA INFO111231 0200 * SHEET NO: 4A-'' ' 5 OF 7 SCALE = N.T.S. SCALE = N/A 1, ::,:, 4 , - , 1 ,' 3'-2-5/16" £ 3'-2-5/16" / / � E, ..-..... ,M S £ eiI El 1 _. . , ,illi arir� t 1 ! 1 a •• •• e a • e • a •1 �`1 . , i 1 • • i}-s ''''..< 5 `'� . f ,..w•w�'•'.r. �.`T' �_� 0 a r }) _,1 ,« i s >�, : , . ri SS a] al1 LEGEND �, I © O MOTIIONI COMPANY STEEL INS GR�LATEDUND BGROU Y ND BAR ELECTRIC C ARCHITECTS © �' (� o 02 (2) WALL MOUNTING BRACKETS (ADD SUFFIX BIM) 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 • • = = 5' o ° IISP. 631.689'8450 F. 631.689.8459 I www.wfcaia.com 0.1) o ° o o ® (2) INSULATORS (ADD SUFFIX BI) — • a I u : ° o ° ° ° ® #2 AWG SOLID OR STRANDED COPPER WIRE F�`D A�C�� �° o ° / BOND TO GROUND BAR, ROUTE IN DOWNWARD 7:-5:C ? ,crF`'''DFR 4/q, ' 7• ° o o `� 0 DIRECTION TO WATER SERVICE ENTRANCE PIPE ;` �' •% -0(\ 0\� EU 0D m ;C (i• 0 4� is 1 _\ �` • 14p�J1 [�] I 4 o OR BUILDING STEEL. : f.< ,q' tli -4 •..,sr� ::� —sir— . •- ...... _.. 1.4 O NOTE: 1 I 1. FOR TWO HOLE LUGS W/ SPACING 1 <t4� ` t 0 0 O ; OTHER THAN THE PRE—DRILLED, / 7 �4 , �O THE CONTRACTOR SHALL DRILL THE `\! 'f N ..'.' BAR IN THE FIELD. FULL SIZE �=- 1•-3-1/16" BOLTS SHALL BE USED TO ATTACH COt`$L11�AtaIJ: � / LUGS TO THE GROUND BAR. 210 GAL. O 210 GAL. O N 210 GAL. APPROVED BY FUEL TANK FUEL TANK N FUEL TANK "' PLANNING BOARD TOWN OF SOUTHOLD DATE 1 I. , A / 8'-5 1/16" t REAR VIEW (INTAKE) SIDE VIEW FRONT VIEW s6'‘.474q(^- tairj., NOTES: 1. APPROXIMATE WEIGHT: 1920 LBS. (DOES NOT INCLUDE DIESEL TANK OR ENCLOSURE) 2. FUEL TANK: UL LISTED DOUBLE WALL WITH 125% CONTAINMENT NO. DATE SUBMISSION 3. FUEL TANK CAPACITY: 210 GALLONS 1 4/30/15 FOR REVIEW 4. ENCLOSURE: LEVEL 3. 190 MPH WIND RATED 2 5/18/15 ISSUED FOR FILING MODEL NUMBER 3 9/23/15 ISSUED FOR FILING MTU 4R0113 DS50 GROUND BAR DETAIL COGENERATOR DETAIL 2 SCALE = N.T.S. SCALE = N.T.S. VERIZON WIRELESS EQUIPMENT COMPOUND NOTE El NO. DATE REVISION 50KW DIESEL ENGINE DRIVEN GENERATOR NOTE E3 WITH WEATHERPROOF HOUSING INSTALLED RI m NOTE E4 KEY PLAN: - ATOP CONCRETE PAD. GENERATOR SHALL rai n H—FRAME BE FURNISHED BY VERIZON WIRELESS H—FRAME m m �� —� (EXISTING) AND INSTALLED & WIRED BY THE (NEW) CONTRACTOR. tto a . . I \• — n CI 200 200 -, T r: E �7 V • GRADE NOTE E7 • w w r �o NOTE E2 Pcs° NOTE E6 • • o=n CONTROL w• , EXISTING W w PANEL CB . . . . •• .. • ' . PSEGLI w w 0 i •. . . .. •• • • •• • -,\ ...• • . . . . . . 1—PHASE NOTE —0 O �/\'&/ �� • , . .. • .. • .. .. . . TRANSFORMER E5 EXTERIOR GRADE c ' /A\ . • ■ AREA OF WORK / \� ' /i\/ •_ O _ TT6 A B F '< . . . . „..\ ,, . . . .. . ,... .. .. .. • .. . . . . , \ /., • ..••. • .. . ,• /i\ /\\ i\ \i \ \/\/ . / \\/ �\,\\� \\/ �\ .., \ .\ --\\\ \ \\\ >\\\ \\/ \ \\ ELECTRICAL NOTESVerkanwireiess\ IP-, !\ A,\,,, ELECTRICAL INSPECTION CONDUIT/WIRE LEGEND \ i A / PROTECT THREADED AREA %c \\' 3 \ \ FROM DAMAGE DURING \\ El 120/208V, 1�, 3W WEATHERPROOF MULTI—METER ASSEMBLY (EXISTING) SHALL BE USED TO /��� \\ THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF AO EXISTING PRIMARY CONDUIT/CABLE SHALL BE LOCATED AND FEED THE VERIZON WIRELESS EQUIPMENT CABINETS. � ‘/> \\ \ \ \AND AFTER NS ALLATION ELECTRICAL INSPECTION FOR THE WORK FROM AN APPROVED PROTECTED DURING CONSTRUCTION. / \ / \\ \/\���j\\\/\���� ELECTRICAL INSPECTION AGENCY AND PAY ALL ASSOCIATED FEES. E2 NEW 225A SINGLE METER STACK WITH 200AMP CIRCUIT BREAKER AND ONE METER SOCKET IN A \ CADWELD \\ \\/ BO EXISTING SECONDARY CONDUIT/CABLE SHALL BE LOCATED AND NEMA 3R ENCLOSURE. MATCH EXISTING METER STACK MANUFACTURER. 200 AMPERE, 2 POLE EAST MARION \\ / \\ \\� \�/ /\ PROTECTED DURING CONSTRUCTION. CIRCUIT BREAKER SHALL BE LABELED "VERIZON WIRELESS . p n� \/ \ \ \\\ \ \\\ \\ _ _ E3 COORDINATE WITH PSEGLI TO SETA 200 AMP, SINGLE PHASE METER IN ACCORDANCE WITH v U U ' \\ \ \/GROUND RING \ O 2-1/2 SCHEDULE 80 PVC CONDUIT WITH 3 #4/0 + 1 #2 OCT 19 2015 \\ \ \/\\ \ #2 AWG \\/ GROUND BETWEEN THE EXISTING MULTI METER CENTER AND THE PSEGLI'S STANDARDS. LABEL METER PAN "VERIZON WIRELESS". MAIN CIRCUIT BREAKER IN THE INTEGRATED SERVICE PANEL. �, / \ \i\\�� E4 INTEGRATED SERVICE PANEL ISP FURNISHED BY VERIZON WIRELESS AND INSTALLED BY THE Southold Town \\` \%\\ GROUND ROD �\ UTILITY NOTE _ — CONTRACTOR. THE ISP SHALL CONTAIN 200 AMPERE UTILITY AND EMERGENCY CIRCUIT Planning Board 9245 MAIN ROAD \\/\- / / \ 3 r,\ DO 2-1/2" SCHEDULE 80 PVC CONDUIT WITH 3—#4/0 + 1 #2 BREAKERS, BREAK BEFORE MAKE AUTOMATIC TRANSFER SWITCH AND 42 POLE PANELBOARD ALL COPPERWELD /4 i \ / / X 10'-0" LONG �\ GROUND RUN 24 BELOW GRADE BETWEEN THE GENERATOR LINE ; / THE TRANSFER SWITCH IS BREAK BEFORE MAKE DEVICE UTILIZING HOUSED INA NEMA 3R ENCLOSURE. ISP SHALL BE UL LISTED AND SHALL HAVE A SUITABLE EAST MARION, NEW YORK 11939 \\/\ --\ \/\\\ \/ / \� \\ CIRCUIT BREAKER AND EMERGENCY CIRCUIT BREAKER IN THE FOR USE AS SERVICE EQUIPMENT" LABEL. MINIMUM INTERRUPTING CAPACITY SHALL BE 22,000 \\�\\/ \\/\\ / /\/ AN ASCO 300 ATS (UL 1008 LISTED) INTERNAL TO AN INTEGRATED INTEGRATED SERVICE PANEL. SEE NOTE E7. AMPERES FULLY RATED. CONTRACTOR SHALL COORDINATE WITH PSEGLI TO DETERMINE THE / \/\\\ \// SERVICE PANEL (UL 891 LISTED). ACTUAL AVAILABLE FAULT CURRENT AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IF j\\\/\/ \\/ EE 12 — #14 (2 FOR GENERATOR START SIGNAL + 10 SPARES) RUN IN THE SPECIFIED 22,000 AIC IS NOT ADEQUATE. TITLE: 3/4" SCHEDULE 80 PVC CONDUIT BURIED 24" BELOW GRADE ELECTRICAL RISER DIAGRAM \ \ \\�/ BETWEEN THE GENERATOR CONTROL PANEL AND THE AUTOMATIC E5 GROUND THE INTEGRATED SERVICE PANEL PER ARTICLE 250.32 OF THE NATIONAL ELECTRICAL AND DETAILS \\--\ / TRANSFER SWITCH. CODE. PROVIDE A #6 AWG COPPER GROUND WIRE AND 3/4" X 10' GROUND RODS (2 \� REQUIRED). MAXIMUM RESISTANCE TO GROUND SHALL BE 5 OHMS. PROVIDE AND INSTALL O4 — #10 + 1 — #10 GROUND RUN IN 3/4" SCHEDULE 80 PVC ADDITIONAL GROUND RODS NOT LESS THAN 6' APART TO MEET MINIMUM GROUND RESISTANCE CONDUIT BURIED 24" BELOW GRADE BETWEEN THE WEATHERPROOF AS REQUIRED. CONTRACTOR SHALL TERMINATE THE GROUNDING ELECTRODE AT THE GROUND DATE: FEBRUARY 18, 2015 JUNCTION BOX WITHIN THE GENERATOR HOUSING AND TWO 20 BUS WITHIN THE ISP AND ENSURE THAT THE SYSTEM BONDING JUMPER HAS BEEN REMOVED. AMPERE CB'S IN THE INTEGRATED SERVICE PANEL. PROJECT NO: 14-10837 E6 PROVIDE AND INSTALL A WEATHERPROOF JUNCTION BOX WITHIN THE GENERATOR ENCLOSURE CONTAINING TWO 20A, 120V CIRCUITS. ONE CIRCUIT SHALL BE DEDICATED TO THE BLOCK DRAWN BY: CPK HEATER AND THE OTHER CIRCUIT SHALL BE USED FOR THE BATTERY CHARGER. EXTEND THE CHECKED BY: TM CIRCUITS TO THE TERMINAL STRIP WITHIN THE GENERATOR CONTROL PANEL USING FLEXIBLE CONDUIT. SCALE: AS NOTED E7 EMERGENCY FEEDER DESIGN IS BASED ON A 50KW GENERATOR PROVIDED WITH A 200A TRIP DRAWING NO: LINE SIDE CIRCUIT BREAKER. THE ELECTRICAL CONTRACTOR SHALL INSPECT THE DELIVEREDIA 0 (1) 00 0 ta. GENERATOR AND NOTIFY THE ENGINEER IMMEDIATELY IF THE UNIT IS PROVIDED WITH A LINE SIDE GROUNDING ROD CIRCUIT BREAKER LARGER THAN 200 AMPERES. ELECTRICAL RISER DIAGRAM 0SCALE = N.T.S. HEET NO: 6 OF 7 SCALE = N.T.S.NTS GROUNDING KEY NOTES ,, ' #• ` lgx AO MASTER GROUND BAR (MOB) - GALVANIZED STEEL GROUND BAR BY ELECTRIC MOTION o 0 COMPANY WITH INSULATORS .'" x x x x TYPICAL VERIZON O #2/0 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE FROM MASTER GROUND , .. \ 1, I '., ,, •,,,,' WIRELESS ANTENNA BAR TO EXTERIOR GROUND RING (EGR). • •i .' \ / x j (SEE 6/A-102 FOR C #2 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE EQUIPMENT GROUND BUSS ffN f .. © \ / TYPE) OTO (MGB), ALONG EQUIPMENT LINE AS INDICATED. „ i0-,;41,'P. . _•_ ANTENNA MOUNTING D #6 AWG GREEN INSULATED STRANDED COPPER WIRE FROM EQUIPMENT TO EQUIPMENT . . ;` -:_, r-- - I PIPE AND RELATED GROUND BUSS. HARDWARE T GENERATOR I \\ #2 AWG SOLID TINNED COPPER WIRE EXTERIOR GROUND RING (EGR) BURIED 42” BELOW "w'' F { :, ` x l I I DIESEL I \ I E GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO THE EXTERIORS u i I I I O GROUND RING. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH IL__ ( x I COLD-GALVANIZED PAINT. ARCHITECTS x / \ OF #2 AWG SOLID TINNED COPPER WIRE FROM UNISTRUT FRAME (ELEC/TELCO RACK) TO EGR. 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 / \ OG TOWER GROUND BAR (TGB) P. 631.689.8450 I F. 631.689.8459 www.wfcaia.com 4 • . x #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE BOND JUMPERS AT ALL ICE -r x I o . OH BRIDGE CONNECTIONS. ,ED r-----A---N \ I I OI #2 AWG SOLID TINNED COPPER WIRE FROM CANOPY CONDUIT SUPPORT TO MGB. 7) \, ,„"DE ��''��;, '\ BATTERY J O I Q n I x OJ SECTOR ANTENNA GROUND BAR. (SAGB) ONE BAR PER SECTOR. x r- `\ T'P K COAXIAL GROUND KIT (CGK) DO NOT INSTALL ON BENDS. r :•.r`• .N o MOD O ._ I x \ , /r J;• __ ^,� x . '- • • M 1/2"e COAXIAL OL #2 AWG SOLID TINNED COPPER WIRE FROM MESA SPAN CABINET TO EGR. `� p1_-NJ v*I -// II I I_- �TYP JUMPERS ��v--- I w \ Z COI\,SULTANT-`� (M #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM EACH CGK TO SECTOR .i P ix MOD I • x t IL ANTENNA GROUND BAR (SAGB). APPROVEDBY ` �- TYP J 0 •x II U � O #2 AWG SOLID TINNED COPPER WIRE FROM EACH GPS CGK TO SAGB. PLANNING BOARD 0 �� ° • D O TOWN OF SOUTHOLD BATTERY. OTYP p0 � _ O 2 A G SOLID TINNED COPPER WIRE FROM R MOTE SECTOR ANTENNA GROUND BAR �� O (SAGE) ROUTED TO MONOPOLE GROUND BAR ((TYPICAL OF 3). DATE \ - )`© • 5[8 X 10'-0” LONG COPPER CLAD STEEL VERTICAL GROUND ROD BURIED 42 BELOW FIN I 7/-- ENODE I OP GKKADE. RODS SHALL BE PL,ACEp NOT MORE THAN 15' & NOT LESS THAN 6' APART FROM `"� E , x ADJACENT GROUND RODS. TYP ANTENNA COAXIAL CABLE TO I -111 ---- © COMMUNICATION EQUIPMENT 5/8" X 10'-0" LONG COPPER CLAD STEEL VERTICAL GROUND ROD IN INSPECTION TEST \ MDB MDB MDB • © O WELL BURIED 42" BELOW FIN GRADE, TYP. OF (2). (SEE DETAIL 3, THIS SHEET) x �� GROUND LEAD TO MASTER GROUND BAR NO. DATE SUBMISSION 4 • O # 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM COAXIAL GROUND KITS O (CGK) AT BASE OF TOWER TO TGB. (TYP FOR EACH CABLE.) 1 4/30/15 FOR REVIEW x •x • x • x• x2 5/18/15 ISSUED FOR FILING Q NOTE: O # 2 AWG SOLID TINNED COPPER WIRE FROM NEW TGB AT CANOPY CONDIUT SUPPORT TO 3 9/23/15 ISSUED FOR FILING NOTE: 0 EXCAVATE BY HAND FOR THE CONNECTIONS TO TOWER GROUND RING. THIS DETAIL DEPICTS GENERAL GROUNDING 0 0 THE EXISTING TOWER GROUND RING TO ENSURE METHODOLOGY FOR TYP. ANTENNA INSTALLATIONS, THAT SAID GROUND RING AND GROUND LEADS OF 0 # 2/0 AWG SOLID TINNED COPPER WIRE FROM MONOPOLE GROUND LUGS TO MONOPOLE SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC OTHER CARRIERS ARE NOT DAMAGED GROUND RING (TGR). (TYP OF 2) ANTENNA MOUNTING /� #BELOW 2/0 GRADEAWG SOLID CONNECTED TINNED CTO OPPERGROUWIREND MONOPOLETHAT ARE GROUND RING (TGR)INTO BURIEDTGR. 42" ALL MIN. 1. \ / , RODS INCORPORATED CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH COLD-GALVANIZED PAINT. ® GROUNDING SYSTEM CONNECTIONSCEXO # 2S AWG)SOLID TINNED COPPER WIRE FROM GENERATOR ENCLOSURE TO GROUND RING 0' 4' g,' COPPER GROUND RODS OX # 2 AWG SOLID TINNED COPPER WIRE AT CANOPY CORNER POST TO EGR (TYP) GROUNDING PLAN l NORTH 2p5 COPPER GROUND ROD IN TEST WELL DY #2 AWG SOLID TINNED COPPER WIRE FROM NEW GAS METER TO EGR. SCALE = 1/4"=1 '-0" NO. DATE REVISION KEY PLAN: GROUNDING NOTES 12. ALL ANTENNA MOUNTING HARDWARE TO BE GROUNDED TO APPROPRIATE ANTENNA GROUND BARS. 1. ALL GROUNDING SHALL COMPLY WITH THE MOST RECENT REQUIREMENTS OF ��,, O NEC ARTICLES 250 AND 810 AND VERIZON WIRELESS STANDARD NOTES AND CAST IRON FLANGE AND �13. ALL ABOVE GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS AND CORROSION (6)SPECIFICATIONS (LATEST VERSION). COVER WITH WORD 'GROUND'2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION MONTHS AFTER INSTALLATION AND EVERY (12) MONTHS THEREAFTER CAST INTO COVER. <\\\AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. IT IS NOT 14. FOR DISSIMILAR METALS, USE CONDUCTORS WITH THE PROPER BIMETALLIC TRANSITION CONNECTOR \\\�\\\\\��/\/ \'10 & rTHE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO DEPICT EVERY PIEECE OF BETWEEN THE TWO. INSPECTION HAND HOLE \\\/�\\� j\\��EQUIPMENT AND DETAIL BUT RATHER TO SHOW SYSTEMS TO BE INSTALL 15. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN ASSEMBLY //\\\/ \\\ \\\PROVIDE SYSTEMS WITH ALL APPURTENANT EQUIPMENT OR COMPONENTS, \i \\\� _ \� �� �''ACCORDANCE WITH NEC ARTICLE 820-40(A)5. PROVIDE GROUND JUMPER FROM BONDING BUSHING / \WHETHER SHOWN OR NOT, ER MAKE A COMPLETE OPERATIONAL SYSTEM INTO NEAREST BAR USING 2 WIRE AND OZ-GEDNEY TYPE HBLG BUSHINGS. .j\\\/\j\\\.„.. \\ \\,\\\ \\�\\\\/COMPLIANCE WITH THE CRITERIA SET FORTH. # GRADE , � \ \\,\�\\\j\\\\\j\/\\\,\,\\\/\,\\\\\3. RESISTANCE TO GROUND SHALL BE 10 OHMS OR LESS, MAX. CONTRACTOR SECTOR ALPHA SECTOR BETA SECTOR GAMMA \\\ \\\ /\\\ /\\\ /\\ /\\ /\ \'‘'\'it4' ry SHALL EMPLOY A GROUNDING EVALUATION COMPANY SUCH AS D&H V\\--•:":-.\ .,:\\ / / // // // // //DEVELOPMENT (515-461-2969) OR EQUAL. NOTIFY VERIZON WIRELESS ANT/MOUNTS ANT/MOUNTS ANT/MOUNTS /\\ /\\/\/\\\ \/\\\ \\/\\\ \\/\\\\\\j\\\\\ �°�aPROJECT MANAGER IF THERE ARE ANY SITE SOIL/RESISTANCE CONDITIONS GPS \j\/ \�\, \\ /\\ \i\�\\\/\�\\\/\j\\\/\j\\ \ NID THAT MAY PRECLUDE OR HAMPER A PROPER AND COMPLIANT GROUNDING ANTENNA 6ITEININ. \CGK O \/\ / \/\ . �-�-.-ice... \ \\/\\\\\\/\\ \\\i\\_\\\ AREA OF WORK / SYSTEM INSTALLATION. GROUNDING ARRANGEMENT SHALL BE TESTED FOR O UK ANTENNA \ \\i \ / � ����� ��• // i/ /\/COMPLIANCE WITH THE SPECIFIED CRITERIA. SUBMIT AN INDEPENDENT FALL OF � SUPPORTS � PORTS( � SUPPORTS /\ �\ / ����°�•• ��� ..��������' \�� \\�� \\...;-:;........,_ CGKS CGKS K CGK S / / \\ + ����4����`:�:��� ����:����:��� \\ /\ �\ \ POTENTIAL TEST REPORT. SHOULD THE CRITERIA NOT BE MET, CONTRACTOR (NP) (TYP.) O TYP. \\\ \ \\ \ \\ *:*:`••••�••••:::: \ \\- \\ \\\ \\ \\ \ PT T"P TYP ( ) %/ %/ Oi�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�0i j// %j SHALL COORDINATE ALL ENHANCEMENT WITH THE VERIZON WIRELESS PROJECT / / ,••••• •••••� / / o, � n -, O i\\\/j\\\�\ �:�:�:�i�i�: GROUND ;•:�;�;�:�;� \\j\/\\\�/\\\/ r, n - n TEST L00 P \\moi\\\/%\\ ,%•.:.•44:::$.4::#1:.�ii �� i�i� ,� � \\%�\\\!�\\\ MANAGER PRIOR TO THE COMMENCEMENT OF SUCH ENHANCEMENT WORK. OM \\\ /\\\ ,� 1:::r:: \moi 4. FOR GROUNDING OF PREFABRICATIED EQUIPMENT SHELTER, SEE SHELTERliPO SECTOR A O SECTOR B O SECTOR G DO NOT CAD WELD \\j\ / `�!������������• / \\ ,\\\\, ,, . ,,,,.,,,, MANUFACTURER'S DRAWINGS AND SPECIFICATIONS. GND BAR GND BAR 0 GND BAR TO THREADS \\\/ % �I ����•����������• / / 01 . 0 , \ \\ 5. SEE GROUNDING SCHEMATIC FOR ANTENNA GROUNDING REQUIREMENTS. CABLE TO ROD CAD / / \ + WELDED / 5 0 ' lir � � ..° (. wireless ireles 6. ALL CONNECTIONS ARE TO BE MADE TO BARE METAL. THOROUGHLY PREPARE O p n n n �. CONTACT SURFACES TO ENSURE A PROPER CONNECTION (I.E FILE PAINTED / I ' / AREAS). PROVIDE COATING OF AN ANTIOXIDANT COMPOUND (NO-OX, OR EQUAL) TOP OF MONOPOLE SECTOR SECTOR SECTOR 4.. i • % \ ON CONTACT SURFACES OF ALL CONNECTIONS. ALL BELOW GROUND 'V CONNECTIONS AND EXTERIOR CONINECTIONS TO EQUIPMENT SHALL BE CAD ALPHA BETA GAMMA /.(�'\ WELDED AND SPRAYED WITH COLD-GALVANIZED PAINT. ABOVE GROUND BOTTOM OF MONOPOLE MULTI.' MULTI. MULTI. 0 ' ; CONNECTIONS SHALL BE CAD WELDED, GROUND LUG, OR COMPRESSION FITTED. ti CGK'S 0 CCK'S 0 ICCK'S GROUND ROD COPPERWELD % I I ' • / 1 '� >tT MARION FOR GROUND LUG, USE STAINLESS STEEL HARDWARE CONSISTING OF TWO HOLE N. 3/4"0 X 1O'-O" LONG � / D l� LONG BARREL LUGS WITH A LOCK WASHER THAT SHALL BE PLACED ON THE NUT. G MONOPOLE ONI 0 NOTE: O - -. GND BAR 0 i / 7. ALL METAL OBJECTS WITHIN 6' SHALL BE GROUNDED BACK TO THE EQUIPMENT AT&T GROUNDING SIMILAR. #2 AWG SOLID TINNED O�I ' w ocT 192015 GROUND RING WITH #2 AWG INSULATED SOLID TINNED COPPER WIRE. T r, n O EXTERIOR GROUND RING %` ''� O6 o _ I Southold Town 8. ALL BENDS, CURVES, AND CONDUCTOR SPLICES SHALL BE TOWARDS THE U \ O CLEAN SAND FILL ': A planning Board . 45 MAIN ROAD GROUND LOCATION (GROUNDED END) OF THE CONDUCTOR AND SHALL MEET OR O . 0 • ' .. _ EXISTING ' . ' . '�' EAST MARION, NEW YORK 11939 EXCEED MINIMUM BENDING RADII. GROUNDING CONDUCTORS #6 AND LARGER SECTOR ALPHA SECTOR BETA SECTOR GAMMA OO CON EALMENT"0_E • ` • ” • SHALL HAVE A MINIMUM BENDING RADIUS OF 12", GROUNDING CONDUCTORS #6 ANT CABLES ANT CABLES ANT CABLES — NOTE: : • •• • ' ••'''ri. •.:•:••• ..",• •• •:' AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". MULTIPLE ELECTELCO RACK ICE BRIDGE INSPECTION HAND HOLE / MAY BE PRECAST :. }i: , : •' . ' 9. UNLESS OTHERWISE NOTED, GROUNDING CONDUCTORS SHALL BE: O OK OK GROUND -NOTE 2 & j CONCRETE OR PVC AND '. .• '' R' . •-.. •.'••.. :•'..•:. • • • :• TITLE: RODS ,-. O SHALL BE A MINIMUM OF i.i•• ' ' A. BETWEEN EXTERIOR ITEMS AND BARS AND FROM SECTOR ANTENNA GROUND CGK'S CCK'S CCK'S EQUIP �i•.. ....: :. BARS TO TOWER GROUND BAR, #2 SOLID, TINNED, COPPER CABS, 12 I.D.X36 DEEP. i� '' :.'•. .. •.. ' -: . . GROUNDING PLAN AND INFO #6 STRANDED GREEN G r' n n 0 TYP :. . io B. BETWEEN GROUND KITS & BARS O THWN INSULATED COPPER GENERATOR 0 O ' r, I : DATE: FEBRUARY 18, 2015 C. EXTERIOR GROUND RING - #2/0 CONTINUOUS SOLID, . .. , TINNED, COPPERi . , . . . . ., . :,• - . .• • .. • PROJECT NO: 14-10837 10. GPS TRANSMISSION LINES SHALL HAVE AT LEAST (1) GROUND KIT INSTALLED ATCZ) • • . •• . DRAWN BY: CHECKED BY: CPK THE WAVE GUIDE ENTRANCE PORT. MASTER GROUND BAR® • .. • •• • • TM 11. PROVIDE ALL NECESSARY GROUNDING KITS AND HARDWARE AS REQUIRED. (SEE VERIZON CONDUITS (SEE CONC. PAD SCALE: AS NOTED WIRELESS ENGINEERING STANDARDS (LATEST VERSION) FOR ADDITIONAL GROUNDING GROUNDING NOTE #15) - 1, DRAWING NO: INFORMATION AND SPECIFICATIONS). B O n W TYPICAL GROUNDING SCHEMATIC MULTIPLE ,• ,� E C-2) GROUND w O GROUND ROD TEST WELL E. MI 1 * 1 0 (11) 0 SCALE = NTS RODS = J SCALE = 1 ' = 1 '-0" SHEET NO: 7 OF 7 1 taaft.I.I) dt-- iiII ZONING DRAWINGS FOR WIRELESS COMMUNICATIONS FACILITY : �T ' �� - u ::.P). P..:1:'(---:-: 1a- a £ ''- N: i~ ' ',; \ 1 r- ' ? -,• r • JI ` r:°:: -Ic7---; '` ' k , c] 1 1 E A I I 1..„,. w.I ,� ". E----, €f. , �� ! _ `fit• �,„,,, ``'. V....7 t=4) w., : tftr, I ss _ � nl tSIV 3' .. r. •I CZ) ,f ,a' .... ^f �, a i (J.1J. X41 ry�� a ry ' ' e t :4k 7 7r�1 �� � °= Ir r.�; CT r.r MAIN ROAD , EAST MARION NEW Y RK E v 939 �r�.. :LTJ - ,U 03 CO'':f:r,rLvTlOrvr E AOR ARCHITECTS 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 \t'I F C PROJECT N O : 1 4.— 1 Q83 7 P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com .RED Aqc� c�NOER SITE INFORMATION PROJECT CONTACTS DRAWING INDEX LATEST ISSUANCE O `�� INITIAL ISSUANCE w �' ``�^ -2 REVISION NO. & DATE (Z- V f f �- - �-, VERIZON WIRELESS SITE NAME: EAST MARION APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 # :.� o DWG. NO. DRAWING TITLE ' '. '' � "`" d/b/a VERIZON WIRELESS //er 'SITE TYPE/DESCRIPTION: AT ANTENNA LEVEL: 4 CENTEROCK ROAD ARCHITECTURAL DRAWINGS INSTALL (3) ANTENNAS AND (6) DIPLEXERS WITHIN CONCEALMENT WEST NYACK, NY 10994 POLE. (12) 7/8"0 ANTENNA COAX CABLES ON ICE BRIDGE. T-100.00 TITLE SHEET 4/30/15 2 5/18/15 PROPERTY OWNER: EAST MARION FIRE DEPARTMENT (631) 653-6603 SP-100.00 SITE PLAN, KEY MAP AND NOTES 4/30/15 2 5/18/15 CONS TA►.436Ay�� AT GRADE: EAST MONTAUK HIGHWAY, POST OFFICE BOX 3042 A-100.00 ENLARGED EQUIPMENT PLAN, WEST ELEVATION AND DETAILS INSTALL NEW OUTDOOR EQUIPMENT CABINETS, (3) MAIN EAST QUOGUE, NY 11924 4/30/15 2 5/18/15 ".., .' i' f �� OF DISTRIBUTION BOXES AND DIESEL GENERATOR WITH SOUND A-101.00 CANOPY FRAMING PLAN AND DETAILS 4/30/15 2 5/18/15 '`l� ' ,'`-�:~;i, _ ^ ' ",• 1 D''a'`,11'F CODES ENCLOSURE ATOP A NEW CONCRETE EQUIPMENT PAD WITH NEW A-102.00 ANTENNA AND EQUIPMENT INFO %',3 TaL�. -�.)iFii=i�` " `�'' `-;O .9D!T ON3 OF WEATHER CANOPY; INSTALL (4) NEW GPS UNITS MOUNTED TO NEW POLE OWNER: CROWN CASTLE (518) 433 6265 4/30/15 2 5/18/15 46 BROADWAY a. ,. a :.- . ALBANY, NY 12204fL WEATHER CANOPY ELECTRICAL DRAWINGS �__..,-_. - ,/,_ _ 0,, ,; ' ' 7, ')':' ",)';n�0,V ANTHONY STEGAGNO PROJECT LOCATION: 9245 MAIN ROAD LEASING CONTACT: SHORE 2 SHORE WIRELESS INC. (516) 557-2398 E-100.00 ELECTRICAL RISER DIAGRAM AND DETAILS 4/30/15 2 5/18/15 5 X4 EAST MARION, NY 11939 KATIE JACOBS E:-101.00 GROUNDING PLAN AND DETAILS 4/30/15 2 5/18/15 VZW PROJECT CODE: 2010483143 CONSTRUCTION CONTACT: KENNY UHLL (631) 236-2108 VZW LOCATION CODE: 167468 NO. DATE SUBMISSION 1 4/30/15 FOR REVIEW OCCUPANCY OR .;.:-=`,.y:. 2 5/18/15 ISSUED FOR FILING LATITUDE: N 41°07'41.96" (NAD 83) An I A/E (ENGINEER) CONTACT: NEIL A. MacDONALD, AIA, LEED AP (631) 689-8450 EXT.115 -; E �S UNLAWFUL LONGITUDE: W 72°20'28.73" (NAD 83) WITH OUT CERTIFICATE ELEVATION: 35' +/-AMSL (NGVD 29) OF OCCUPANCY PSEG CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 _______ ZONING JURISDICTION TOWN OF SOUTHOLD DISTRICT: 1000 SECTION: 31 NEW YORK ONE-CALL PROCEDURES: BLOCK: 3 * CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE-CALL PROCEDURES BEFORE ANY NO. DATE REVISION LOT(S): 11.031 EXCAVATION, DRILLING OR BORING. 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD KEY PLAN: ZONING CLASSIFICATION: HB (HAMLET BUSINESS) & R-40 (RESIDENTIAL LOW DENSITY) THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS TO GIVE ADEQUATE TIME TO THE NOTIFIED OPERATORS TO RESPOND. ` 0 3) ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE : ONE CALL CENTER. 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING VAS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK-OUT CREWS. & ',.:. I` 10 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY ,..-=, " eo ' \ RECOMMENDED THAT THE TICKET BE UPDATED EVERY 10 WORKING DAYS IN 0511811 \. ORDER TO MAINTAIN MAXIMUM PROTECTION OF THE UNDERGROUND UTILITIES. beforeH-11019 \* ' ti / y4 4� P KEY MAP NOTES (ID LOCATION AREA OF WORK / r.,.. QUALITY ASSURANCE 0 °~ A,° Workmanship shall be of the highest quality and done by employees skilled in the practice of their trade. . `, B.. All work which fails to meet the standard as herein described, shall be replaced bythe Contractor, at the Contractor's sole expense, includingthe work of others s .. flat° P P <.,a Cr?;' Ps"A'"" damaged by the initial failure or the corrective repairs. if C:. All items of work identified on the drawings by name, note, or material designation are NEW, unless otherwise noted. w ,..., .,, ' 71/1fl 01341)wireless ,,,-: - c: aYA " `f , S -,if1 t;",airs Rt, East Marton , SAFETY & HEALTH PROVISIONS '\`';f/ °.. Corm-Amity cry,ih EAST MARION A. The Contractor shall be responsible for initiating, maintaining, and supervising all safetyprecautions and programs in connection with the performance of the Contract. 945 Main R The Contractor shall take reasonableprecautions for the safetyof, andpshallprovide reasonable protection toprevent damage, injury or loss to employees the ' 9 j rYexecuting F�r k And or ,:: ; d` "�. work and other persons who may be affected thereby. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations, and lawful �r: orders of public authorities bearing on the safety of all persons and / or their protection from injury. The Contractor shall erect and maintain, as required by existing f; 'zap tirt �¢x conditions and performance of the Contract, reasonable safeguards for safety and protection, including erecting temporary barriers, posting danger signs and other K: , warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites, spaces, and utilities. 9245 MAIN ROAD ���_ � r EAST MARION, NEW YORK 11939 ' sak,rir �ir3n . QIF to cr tir"' Beef . B.. All necessary precautions shall be taken by the Contractor, throughout the course of the project, to ensure that: „ d Breakfast net Spa �� ,4*$;'L. Ioil' , tAra lryor, =, 1. Safe and proper ingress and egress from the site and all project areas will be maintained. , TITLE: 2. Fire protection and life safety components within the site will be properly maintained. Im,2,I r,Fns CO e 3. Structural integrity of the concealment pole will be maintained. TITLE SHEET &co entry CI J1, g Y , E'' r�"r " ' 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM unless agreed to in advance, in writing, with the property owner. rsi `i.,= 9 P P Y ~`,, S111`"`J r-�'r,°i 5. Site security shall be maintained in order to prevent unauthorized entry to the premises and / or secured portions thereof. DATE: FEBRUARY 18, 2015 a PROJECT NO: 14-10837 r' 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during construction, unless agreed to in advance, in writing, with the property owner. DRAWN BY: CPK 1 tie blue.Int ,0',''''''' `_<<s =°' at Nord f"park ` " 4`; 7. The contractor shall leave the area of work clean at the end of each day. CHECKED BY: TM SCALE: AS NOTED SCALE: = SOO� NORTH DRAWING NO: SITE LOCATION NORTH 4 1 SITE LOCATION 4 T . Al 0 (0) . (0) 0, SHEET NO: 1 OF 7 FACILITY NOTES ..mt . A) NEW FEATURES ARE LABELED AS SUCH; ALL ELSE EXISTING OR NEW BY OTHERS. Z ti 3. W, B) THE NEW PUBLIC UTILITY WIRELESS COMMUNICATIONS FACILITY IS UNMANNED AND , WILL BE VISITED APPROXIMATELY ONCE A MONTH FOR MAINTENANCE PURPOSES; int 'e;Olat iva!`r$,'�rti THEREFORE IT IS NOT ANTICIPATED TO GENERATE ADDITIONAL. NOISE, FUMES, VIBRATIONS, DUST, ODORS OR TRAFFIC. xx C) NO ADDITIONAL PARKING IS REQUIRED FOR THE NEW USE, AS THIS IS AN _' UNMANNED SITE. `'<1, ga D) NO SOLID OR LIQUID WASTE WILL BE PRODUCED BY THE NEW USE, AS THIS IS ;-A' AN UNMANNED SITE. Lam ;,1 ,r ,t t= 1 Community Mitch t • ' ,�A "u E) NO WATER OR SEWAGE FACILITIES ARE REQUIRED FOR THE NEW USE. ' F) THERE WILL BE NO COMMERCIAL OR RETAIL SIGNS THE NEW SITE. i 0 t G) FIRE PROTECTION AND SECURITY PROVISIONS WILL INCLUDE REMOTE MONITORING 1716)1.119-1 , '` ARCHITECTS OF THE SUBJECT SITE. 924.5 Main R, r, H) THE CONSTRUCTION OF THIS FACILITY SHALL ALSO BE IN COMPLIANCE WITH / N�CHAPTER 27 OF THE BUILDING CODE OF NEW YORK STATE AND NFPA 70, FOR 12 1TECHNOLOGYDRIVE, SETAUKET, NY 11733 39 �3' / • ' ,sem00;=€. i;, f,:,i, ; i4 �. P. 631.689.8450 F. 631.689.$459 �vww.wfcaia.com ELECTRICAL WORK AND GROUNDING. O� fig' • _ ',Z �' • ,Z/ V"1 irrk ^�1.c. � RED AFr'. . I) THE ANTENNA AND ANTENNA MOUNT STRUCTURAL DESIGN BY OTHERS SHALL • / � `•• �0C INCORPORATE CONSIDERATION OF ICING. FURTHER, THE STRUCTURAL DESIGN �� ,aDER ,;1 /- (/), , SHALL BE IN ACCORDANCE WITH CHAPTER 16, CHAPTER 17, CHAPTER 18, / CHAPTER 19 AND SECTION 3108 OF THE BUILDING CODE OF NEW YORK STATE. ,31E . / C10R /4-'. `.` 4,, c Nlvia,,,......„, °?�• / ' o ALPHA SE rfr. �r� � M ' •(P / t1�: v fin, / \ t>f:l.rr. CONSULTANT: �' f,�,tX SUBJECT' 157 01 02 . • �_ \ / LOCATION OF NEW VERIZON WIRELESS EQUIPMENT AT GRADE. PROPERTY / / O REFER TO ENLARGED EQUIPMENT PLAN 2/A-100.00 b • ' / - - 12KEYMAP • �= SCALE: 1 " = 500'-0" °�$° • - ' • I i 0 fib Q •• �,�� 65 \ tJ 8 \ 8 \r . . / ' / I 00/"`�0y ' O \X • I GO (GREEN 6' TALL) OR C'' NEW LEYLAND SS NO. DATE SUBMISSION .� .``�_, •O, a I -$ �,S\ EQUAL 1 4/30/15 FOR REVIEW • 109'- y. .";�r� • O ti .. . ♦ .. C-42 5/18/15 ISSUED FOR FILING '°O t 6" SOIL SAUCER FALL ZONE ,`.. s . �� •. �` ' • 5• C..,.. , • • i ,\ cc♦* I • 4" DEEP j1 ul Ili ;7011 R• 141'-3" SHREDDED WOOD 'L " `5x", k 10 , . CHIP MULCH P° ` `te d `� • `OM , ��\ 2 • A-100 i 41c '. 6 LL \ 16• 5 \ ` LOCATION OF EXISTING CONCEALMENT POLE 12" • ON ALL SIDES )1i 44.3 .5' 'I . \ \ to •\*-(• ';4 dt,e_ v' -511 N� NO. DATE REVISION \ r-ii \\ 1111‘*°06:\ 5g `� \/ \i KEY PLAN: �5 FINISHED GRADE \��\ x J�� iii• / - •'• . iii\! 0 • % • 1: V• 1 Ps. \ NEW LEYLAND CYPRESS TREES _ _ \� �� • • /���� US ��, � PLANTED AROUND NEW VERIZON co�'G�� ' . ROLL BACK �\�\�\�\�\� �\ \ \\ ,`P S (1),(6 WIRELESS COMPOUND EXTENSION /������������������� ��/�j �� 6'-0" O.C. DOUBLE ALTERNATING ` BURLAP 1/3 \'10 & �� ROWS. REFER TO DETAIL • 3-SP-100 • NOTE: BACKFILL TOPSOIL '< . n SHRUBS SHALL BE SET PLUMB. REMOVE TWINE MIXTURE WITH 0-20-0 e� xb(D. Py\P� v FROM AROUND TOP OF ROOT BALL LEAVE BURLAP FERTILIZER AT THE RATE / P IN PLACE, ROLL BACK 1/3 OF BURLAP (REMOVE, �4 2 i OF 5 LBS. PER YARD " Q� ID \ O 7,,p UNLESS BIODEGRADABLE.) \ *ss • A / \ O� �o Ar. •• 7 c'p. AREA OF WORK / o \03 . ''C! PLANTING DETAIL SP-101 Iil-I • 1T6,2 ` X-5<'' s • co‘ SCALE = N.T.S.00 \,P• \ ; • O •c R.'` - PSP h� • •• • • \ R� Q° • ' (-1/ i. �,.,�•'.te " �. O �P o� ` DSV N OTE: a °20'� �p •: Fv�CO\Af . \ • D : 1. DRAWINGS DEPICT THE INSTALLMENT OF NEW `VERIZON WIRELESS ANTENNAS TO BE MOUNTED vvI� Iess • • off, GO��G WITHIN A CONCEALMENT POLE STRUCTURE BY \ . OTHERS. CONCEALMENT POLE DESIGN, DESIGN OF '? \ ,� �o �' °°. + ° ALL NEW COMPONENTS AND THE EVALUATION �� . COMMENCEMENT.• REPORT SHALL BOFE PALL WORK. DESIGN FORMED PRIOR TDOCUMENTS O EAST MARION T •�, �0 tre ). \ Q 0� AND EVALUATION REPORT SHALL BE SIGNED AND •N -z- • \ s ,NO P SEALED BY A NEW YORK STATE LICENSED I> •• ti o'�X 'l�� ,� PROFESSIONAL ENGINEER. DOCUMENTATION FOR • • , 2 ��� -7�� /o��aPV �J THIS WORK SHALL BE FILED SEPARATELY AND 0 `6 • CO��o \ ` ^ , CONCURRENTLY WITH THESE DOCUMENTS. ALL SUCH 9245 MAIN ROAD rn� � 2.1' ' `A �, /� PN. WORK SHALL BE PERFORMED BY OTHERS (NOT EAST MARION, NEW YORK 11939 C� �C 4. '� WFC). • o^�G , Ac TITLE: m a �`► SITE PLAN, C ,y 8' GGJ • X ��`� KEY MAP AND NOTES Z • � °y 0 LATITUDE: N 41' 07' 41.96" (NAD 83) O • LONGITUDE: W 72' 20 28.73 (NAD 83) z S6�g 3`a ‘ ' 'N>, 4' 35' +/- AMSL (NGVD 29) DISTRICT: 1000 ^' \ DATE: FEBRUARY 18, 2015 \, ,A. 'VS ' ,� Go ,J soo ° AREA = 3.0583 ACRES SECTION: 31 bu' i ->� /O TAX BLOCK: 3 PROJECT NO: 14-10837 lep 0% 6�� �p`L TAX LOTS: 11.031 DRAWN BY: CPK • ZONING CLASS: HB & R-40 • ii?Lvf • ` SITE INFORMATION NOTE: CHECKED BY: SCALE: TM 0 • • �' AS NOTED • INFORMATION SHOWN HEREIN IS BASED UPONA SURVEY DRAWING NO: �l5,'/`�' ,O•sro, X"ti PECON C SUDRVEYO ATED: S, P C.MARCH 2AT 16, 2230 TRAVELER DONE 0' 15' 30' 60' OC STREET, SOUTHOLD, NY 11971, BY JOHN T. 1 , SITE PLAN0 METZGER, P.E., L.S. 111=301-0" ® a (101;)7=3 T OSCALE = 1 " = 30' NORTH SHEETNO: 2 -,/'- NOTE: NEW CANOPY POST —, 1. CONTRACTOR SHALL ENGAGE THE SERVICES OF AN UNDERGROUND UTILITY LOCATING COMPANY TO LOCATE ¢,.I ALL UNDERGROUND EQUIPMENT IN THE TRENCHING AREA TO AVOID ANY DAMAGE. `�� .: GALV. POST CAP ± 5'-5" (AS REQUIRED) s E ` • ' :: PROVIDE (4) #4 REBAR, (2) TOP 3/4" CHAMFER 2. HAND EXCAVATE WITHIN 5 OF EXISTING UNDERGROUND UTILITIES (V.I.F.) MAINTAIN 18 MIN. CLEARANCE, ,„; . Et.,.:' `e .. , ; ,:, , F,;.. '' I AND (2) BOTTOM OR AS DIRECTED BY THE VORC. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT. TEST PRIOR TO 2 -0 2 •-6 \ BACKFILLING. ATTACH UNISTRUT TO POST WITH 3/8"0 GALV. 'r 't 10'-0"x25'-0"x8" THICK POURED ›. (...7.--*H i , 6" MATCH EXISTING GRADE CONDITION U-BOLTS. PROVIDE ALL NECESSARY HARDWARE. \ CONCRETE PAD WITH HAUNCH AT ; EYRE:RS © 12 O » N COMPACTED IN 12" LIFTS TO 95% DRY L-00/ ::P:::'::1LDED 3 \ NEW FILTER FABRIC Dco \cif A ct:: :::. SCHEDULE 40 5 cu 1 _ _ `t- Lu ♦ `/ � .{ s " " / / WARNING TAPE PRINTED WITH CAUTION TO 12 x12 x5/8 GALV. STEEL PLATE 0 •\ •\ v ut. 1.400 X000 • A 111---=---1 11= o �' `` `//� // BURIED UTILITY LINES •ooh oo • _ \ \ �, o u - - �� \ i A R C H I T E C T S �ooDoo M. - o \����///`/�/// y 2x12 MOISTURE TREATED WOOD PLANKS 1/4 'TT _ -61-2111,746,1N ,- �� • D I -1 I \\/\ /\/\\/\\/\\/\/\\ �� / PAINTED RED. NUMBER OF PLANKS AS / 111-111-P _ \-- N /\//\ \// // // // / / ,c1 / ) 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 TYP. o ,,-1= I � I�o•01�o I — - \ \ \ \ \ \ / / REQ'D FOR WIDTH OF TRENCH 111-Po p Qo • b% I I=�11 %//j// //%//�//�/�/ ��,�/ / / P. 631.689.8450 F. 631.689.8459 www.wfcaia.com lo 7------W 1111OC ' 0� 0T,=— \ //\�\i / =1 -H 1 ,1 I 1 I rr. �i 111=1 \�\\ /\\/ �o� / i = 11=111 1 �.„--.:-.....---...„:z...... a -1�l III-I I 1-I(I-I I 11 I 6 THICK LAYER OF _ �`� / / - 11 -I 1 I _ 11 f �EC AA'C 1 I-I 11-' 1-II I COMPACTED SAND OR Gp'/ / / =1 1= I 1 --Ill- 7//;'C'.../i:;DERNEW 12"x12"x5/8" GALV. STEEL PLATE u GRAVEL BASE I=111=) • / - 11=111=1 - 11=111=1l i- , ?c �' EXPANSION BOLTED TO NEW CONCRETE PAD 1 -0 - _ ► / _ =I O '`` , c^ / � -I�I—I�I • —I I 11-_=MEd11=111- ,� �Q�� ' .: • � � WITH (4) 3/8"0 S/S EXPANSION BOLTS (3" COMPACT EXISTING I—III-I I IL :.•.• `�� FE-W-= 1 _-Ill-111=111=111 t1Q I,,'� • I- ', o EMBEDMENT) GRADE TO 95% DRY \ III III 1 ..% • ,�'111=I I E- I I-I 11=111-III-III- DENSITY - I—III—III :...:;,.. - :114.0001W-=111=1Ii-111-11-111= _` 41 NEW 8" CONCRETE PAD (SEE DETAIL 3/A-102.00) u . _ 1, ,� =Ili =1 I I=111=1 I I . —II I ....••'• ::•.. ,-:: '% ''- 0 , . \ I - ` • • I— =II 1E-111E-111 -111E-111= PVC CONDUIT, TYP. COORDINATE TYPE, F. n,G i�� ' • t • • 1k4'••11111=_ _ _ TYPE, SIZE AND NUMBER OF III=�I I=11 I=1 I I=� I CONS � --� .. :�., .• `- ~ ` .,: _ _ CONDUITS WITH INFORMATION SHOWN 1-1 I 1—I 1 — =l 11=1 11= '°• ' = b11 -111 111= =111= ON ELECTRICAL DRAWINGS AND WITH =III-1 I 7-111E1 D ELECTRIC AND TELEPHONE UTILITY 4 4 III -Ill III= COMPANIES TELCO/POWER PANEL RACK DETAIL CONCRETE PAD DETAIL UTILITY TRENC UNDISTURBED EARTH 0SCALE = 3/4" = 1 '-0" = WASHED SAND IN 6" LIFTS SCALE = 1 " = 1 -0 SCALE = 3/4" 1 '-0" I EXISTING F.D. WHIP ANTENNA ATOP POLE NO. DATE SUBMISSION 1 18'-O" t AGL 1 4/30/15 FOR REVIEW TOP OF EXISTING WHIP ANTENNAS 2 5/18/15 ISSUED FOR FILING I / NEW VERIZON WIRELESS TELCO AND ELECTRICAL CONDUITS TRENCHED FROM EXISTING MESASPAN Gi EXISTING AT&T ANTENNAS TO REMAIN 110'-0" ± AGL CABINET/NEW METER TO NEW EQUIPMENT PANELS n TOP OF EXISTING MONOPOLE °"P N P EXISTING 110' HIGH RF COMPATIBLE CONCEALMENT (RFCC) NEW VERIZON WIRELESS EQUIPMENT CABIINETS SET ATOP NEW POLE WITH (3) NEW VERIZON WIRELESS ANTENNAS AND (6) — CONCRETE PAD WITH NEW WEATHER CANIOPY ABOVE I DIPLEXERS WITHIN 107'-O" ± AGL EXISTING METRO I I0 » PCS EQUIPMENT � OF EXISTING AT&T ANTENNAS 11:0 6 -6 100'-O" ± AGL 0 / y y AREA TOP OF VERIZON WIRELESS ANTENNA CAVITY / 10°° / - - 99'-6" ± AGL A • O ,41koT.O. NEW. VERIZON WIRELESS SECTOR ANTENNAS E /f"w 4,,;" �`` ^ NO. DATE REVISION O W Q 95'-6" ± AGL NEW VERIZON WIRELESS 50KW DIESEL "'r - + I W OF NEW. VERIZON WIRELESS SECTOR ANTENNAS GENERATOR ATOP NEW CONCRETE PAD. REFER ;,... • Q AlAl ,-„ k 01 illthikv, rk �� :y / x x x x x I I KEY PLAN: O W Q TO SHT. E-100.00 FOR GENERATOR INFO t pk.�'µ I ��� 90'-0" f AGL �" � ���ja�� �1711111h. �,�,,�k .,-• .- � '� � �, 0 BOTTOM OF NEW. VERIZON WIRELESS CAVITY -4 'w�=-41,\\:-- '� k_� p r•' , ,, ► a� x x �i 11 NEW LEYLAND CYPRESS TREES PLANTED / '" vh„ •, k r, AROUND NEW VERIZON WIRELESS �!► �` T-MOBILE �L O COMPOUND EXTENSION 6'-O" O.C. `" 3 /� � ' `" � IhAl EXISTING EQIPMENTMOBILEAREA MI � I I » DOUBLE ALTERNATING ROWS. REFER TO .. �++ 87 -0 ± AGL { 1j ~` +� x x x x Q. OF EXISTING T-MOBILE ANTENNAS DETAIL 3-SP-100 `I. � '` pp Al tkt. () ., i q\I4' - - % �`� x � � x x 77'-0" t AGL0 \ of - - -- Q. OF EXISTING METRO PCS ANTENNAS " .� I I GENERATOR I I I< L ____1 w) DIESEL I \� x x x x X xb Li (4) NEW VERIZON WIRELESS GPS UNITS A I., x L- --� - x j� SECURED TO NEW WEATHER CANOPY �/ -T/L'-4-T/. ../.-../.-T/E-T/� T/� TAE-TA-v.-TA TAE T T/E T/� \ a4 Irl iF 41 / \ \ \ IlD �„ T' __ . x x x x x AREA OF WORK / (12) NEW 7/8"� VERIZON WIRELESS ANTENNA COAX CABLES i 1�°1" eh „y x' l b. >A ° El x o NEW VERIZON WIRELESS ELECTRIC METER AND % ROUTED UP WITHIN THE EXISTING CONCEALMEINT POLE 0 -) o I x DISCONNECT SWITCH MOUNTED TO BACKSIDE OF I /'� }• BATTERY, EXISTING H-FRAME-METER BANK x I w, 0 ,/ ►- �. 1j r I x I EXISTING AT&T COMPOUND .� A-100 o ��- ,� MOD I x x _ ' ,,,,,, ki, rit,-- , ,_ . .„,„ ,,,,. _ .r o T IMOD ��x � : 0 EXISTING F.D. WHIP ANTENNA, TYP. \� x <,,,,/ I �® wireless NEW 6'-0” HIGH FENCE WITH (1) �� �'� �� E x � x 4'-0" WIDE GATE. REFER TO DETAIL 3/A-101.00 p, 1.7 *sr,.. * o I BATTERY -. I- EXISTING F.D. ANTENNA CABLES TO BE RE-ROUTED THROUGH CABLE (3) NEW MAIN DISTRIBUTION BOXES i ,',',� x /\ L' EAST MARION MOUNTED TO NEW H-FRAME. REFER I ENODE Y PORT ON EAST SIDE OF PORT. L.___� • etwillik)TO DETAIL 1/A-102.00 x MDB MDB MDB 30'-0" f AGL , x "........,.........,4NEW ELEVATED CABLE ICE BRIDGE FOR 12 INEW 7 8"O OF F.D. WHIP ANTENNA MOUNTS ""1. \ ,it IA � \ x pHP\IIII SENVERIZON WIRELESS ANTENNA COAX CABLES a .� x x x xL 0 WIRELESS GPS UNITS SECURED TO NEW � �� r• � k ,���� � � 65 9245 MAIN ROAD 4 NEW VERIZON ''` y `� O-- �` I . f '' ',I EAST MARION, NEW YORK 11939 O NEW 6'-0" HIGH FENCE WITH (1) 4'-0" WIDE GATE • + �r. E , WEATHER CANOPY f v� NEW VERIZON WIRELESS EQUIPMENT CABINETS SET ATOP 10'-6" f AGL 0 ,� � 4"if�,. TITLE: NEW CONCRETE PAD WITH NEW WEATHER CANOPY ABOVE / TOP OF NEW. VERIZON WIRELESS GPS UNITS 9'-0" fAGL0 NEW ELEVATED CABLE ICE BRIDGE FOR (;12) NEW 7/81 �� M `'� , ' `_ ENLARGED EQUIPMENT PLAN VERIZON WIRELESS ANTENNA COAX CABLES r ,,, "'� ; �! � K , 1w# WEST ELEVATION AND DETAILS NEW VERIZON WIRELESS 50KW DIESEL GENERATOR WITH 4_, ? 4 / TOP OF NEW. VERIZON WIRELESS WEATHER CANOPY EXISTING 110 HIGH RF COMPATIBLE CONCEALMENT SOUND ENCLOSURE ATOP NEW CONCRETE PAD ' ' (RFCC) POLE WITH (3) NEW VERIZON WIfRELESS ANTENNAS AND (6) DIPLEXERS WITHIN 6 -0 + AGL0 DATE: FEBRUARY 18, 2015 ,: .. w _ '"'' TOP OF NEW. CHAIN LINK FENCE�.;. :.> PROJECT NO: 14-10837 '''` EXISTING F.D. EQUIPMENT CABINET EXISTING ELECTRICAL TRANSFORMER DRAWN BY: CPK 0'-0" (35' f AMSL) 0 I GRADE CHECKED BY: TM I El )I 4$'' PUISTING LLBOX BELOW MESASPAN CABINET AND TN SCALE: AS NOTED ��-�P `L2fliab DRAWING NO: NOTE: NEW PLANTINGS NOT SHOWN FOR CLARITY. 00 ' 5' 10' 20' 0' 1'-4" 2'-8" 5'-4" 41) (1) WEST ELEVATION ENLARGED EQUIPMENT PLAN 0SCALE = 1 " = 10' 1"=10'-0" / = 1 '-0" 3/16"=1'-0" NORTH SHEET NO: 3 OF 7 SCALE = 3 16 STRUCTURAL STEEL NOTES GENERAL NOTES l''''' '''''''' " t x <� w,Yk ry 1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO LOCAL ORDINANCES, BUILDING CODE OF NEW YORK 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, ' ._ `1 !' STATE, AND THE LATEST EDITIONS OF THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR STATE, AND FEDERAL, LAWS, ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. � " ''' "BUILDINGS" AND THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED MEMBERS. CONTRACTOR SHALL COORDINATE AND ARRANGE ALL THIRD PARTY SPECIAL „`.'` " " INSPECTIONS REQUIRED UNDER NYS BC CHAPTER 17. 2. ALL STEEL SHALL RECEIVE ASTM A525 HOT-DIPPED GALVANIZED COATING APPLIED AT 1.25 OZ./SQ.FT. STRUCTURAL STEEL SHALL ' 18'-0" CONFORM TO ASTM GRADE DESIGNATION A992, GRADE 50 (STANDARD STRUCTURAL SHAPES) OR A500, GRADE B (STRUCTURAL TUBING). 3. 2. EACH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE / , „ / GROUT FOR STEEL BASE AND BEARING PLATES SHALL BE OF A NON-METALLIC, NON-SHRINK COMPOSITION. VERIFIED ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. '� / 8'-6" / 8 -6 / I 4. SHOP AND FIELD CONNECTION NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE WELDED OR BOLTED. ALL BEAMS TO GIRDER 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED *1'' SHEAR CONNECTIONS SHALL BE TWO-SIDED. WEB-ANGLE CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION. LINE OF NEW CONC. DASHED LINE 2A3 j t DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. EQUIPMENT PAD BELOW REPRESENTS NEW A-101 '' :. , . ` '' CANOPY ABOVE 5. ALL WELDING SHALL COMPLY WITH THE AMERICAN WELDING S ,•.;. r° ,;; SOCIETY (AWS) STRUCTURAL WELDING CODE STANDARDS. WELDING SHALL ' :. , ''``` KB KB -I \- \ BE SUPERVISED AND INSPECTED BY AN APPROVED INSPECTION AGENCY AND LICENSED PROFESSIONAL ENGINEER RETAINED BY THE 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS "` � f'=':fin" . ",;` ;".. .. per. - - --f� •♦ CONTRACTOR. SAID ENGINEER SHALL FILE ALL NECESSARY INSPECTIION REPORTS AND AMENDMENTS, AS REQUIRED BY LOCAL CODES WITH AND JOB CONDITIONS, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, E ; - W6 X 15 W6 X 15 COPIES TO THE ARCHITECT. PROVIDE A COPY OF THE WELDERS CERTIFICATION. ALL WELDING IS TO BE PERFORMED WITH E70XX .;1-,,,'CONFLICTS, AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY N� ,�: ,‘ �=' ELECTRODES, UNLESS OTHERWISE NOTED OR REQUIRED. REMOVE ALL DIRT, GREASE, PAINT AND BURRS WITHIN 3" OF ALL WELDS. ALL BEAM ` ' Y ''e;;;° ','' ,` m 11. aCOMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND Y Y Y SPLICES SHALL DEVELOP THE FULL STRENGTH OF THE MEMBERS BEING JOINED. CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARCHITECTS 6. ALL WELDS NOT SPECIFICALLY CALLED OUT ON THE DRAWING SHALL BE THE MINIMUM WELD SIZE, AS SPECIFIED BY THE AISC ARISING THEREFROM. \ \ MANUAL, LATEST EDITION. (SEE NOTE #10 FOR ADDITIONAL CRITERIA.) 5. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com 7. BOLTED CONNECTIONS SHALL BE FRICTION-TYPE USING GALVANIZED HIGH-STRENGTH, 3/4" DIAMETER, A-325 BOLTS SET IN 13/16" MATERIAL DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. 14DIAMETER HOLES, IN ACCORDANCE WITH THE AISC SPECIFICATIONS IFOR STRUCTURAL JOINTS, LATEST EDITION. MINIMUM WEB CONNECTION(S) - _ SHALL HAVE (2) BOLTS. 6. ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE ,,�.%'� ED •,9r x x MANUFACTURERS LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE y ' S� NUE yi x To- '4" 0 8. ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE REVIEWED AND APPROVED BY THE ARCHITECT. HOWEVER, THE REQUIREMENTS. �,� ���P :o \ Ito x ` x .1 I ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTABILITY, AND CONTRACTORS' BID SHALL ANTICIPATE THE USE OF ALL DETAILS AS SHOWN � + "I ?y O-! `� N 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE ;:.71''-' - "` ' SN, `� x - ON THE DRAWINGS. ANY APPROVED ALTERNATE DETAIL(S) SHALL BE INCORPORATED INTO THE WORK AT NO EXTRA COST TO THE OWNER. . .= > 2 to M PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB - .` ''�i, ro J J 9. CONNECTIONS SHALL BE DESIGNED FOR THE LOADS INDICATED ON THE CONTRACT DRAWINGS. WHERE MEMBER REACTIONS ARE NOT SCHEDULING AND COMPLETION. =-' ` x, � (3) NEW LIGHT FIXTURES SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A VERTICAL SHEAR EQUAL TO 50% OF THE TOTAL UNIFORM LOAD CAPACITY „'')•,,• 269 ;-'�n�' OF THE BEAM, LATERALLY SUPPORTED, OR THE SHEAR CAPACITY OF THE WEB, WHICHEVER IS GREATER. 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE ., SECURED TO UNDERSIDE OF �vS CANOPY, OPERATED BY NEW STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR --� TIMER SWITCH. SEE DETAIL 10. STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS THE ARCHITECTS REVIEW. CONSULTANT: 5/A-101.00 "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4I90 BOLTS", UNLESS OTHERWISE NOTED. 9. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING Or m m 11. BOLTS IN SLIP-CRITICAL CONNECTIONS SHALL BE FULLY PRETENSIONED BY THE TURN-OF-NUT METHOD IN ACCORDANCE WITH THE REMAINING AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED Y Y Y RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". SURFACES TO THEIR PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO 7 W6 X 15C W6 X 15 O 12. ANCHOR BOLTS SHALL BE TENSIONED BY THE TURN-OF-NUT METHOD AFTER GROUTING OFCOMPLETE THE ENTIRE SCOPE OF THE WORK. L_ � 1 ; ` BASE PLATES. �� 13. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTINIG AND/OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE 10. ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS REPORTED TO THE OWNER AND THE ARCHITECT PRIOR TO REMEDIAIL ACTION. ANY SUCH ACTION SHALL REQUIRE THE ARCHITECT'S NECESSARY, TO MATCH EXISTING CONTIGUOUS SURFACES OR NEW FINISHES SHOWN. 2A2 APPROVAL, AND THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ALL CORRECTIVE MEASURES AT NO ADDITIONAL EXPENSE TO THE ' 2A1 4, A-101 OWNER. 11. AT THE COMPLETION OF EACH WORKDAY, EACH TRADE SHALL BE RESPONSIBLE A-101 FOR CLEANING UP THEIR WORK. RUBBISH REMOVAL SHALL BE DONE IN A DUST / 3"0 GALV. STEEL COLUMN 14. THE CONTRACTOR SHALL SUBMIT 24x36 SHOP DRAWINGS FOR STRUCTURAL STEEL AND METAL GRATING FOR REVIEW BY THE INHIBITIVE FASHION, AND THE JOB SITE SHALL BE FREE OF ALL DEBRIS AND BROOM WITH 6"x6"x1 2" GALV. STL. ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS, AND ASSUME FULL RESPONSIBILITY FOR CLEAN UPON COMPLETION. BASE AND CAP PLATES, TYP. DIMENSIONAL CORRECTNESS AND FIT. NO STRUCTURAL DRAWINGS AIRE TO BE REPRODUCED FOR USE AS SHOP DRAWINGS. CONTRACTOR NO. DATE SUBMISSION DENOTES SPAN OF 22 GA. 3" OF (3 ) ON CONC. PAD SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE LOCATION OF MISCELLANEOUS OPENINGS AND RECESSES. 12. CLEAN ALL FLOORS, WALLS, DOORS, MISC., GLASS, ETC. LEAVING JOB FREE OF 1 4/30/15 FOR REVIEW GALV. STEEL ROOF DECK, TYPE NS 15. TEMPORARY BRACING SHALL BE INTRODUCED WHEREVER NECESSARY, TO ACCOMMODATE ALL LOADS WHICH THE STRUCTURE MAY BE DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. 2 5/18/15 ISSUED FOR FILING AS MANUFACTURED BY UNITED SUBJECTED TO DURING CONSTRUCTION, INCLUDING ANY EQUIPMENT AND THE OPERATION(S) OF SAME. SUCH BRACING SHALL BE DESIGNED STEEL DECK OR APPROVED EQUAL. AND INSTALLED BY THE CONTRACTOR, SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY, AND THEN REMOVED UPON 13. EXISTING EQUIPMENT AND MATERIALS TO BE REMOVED, WHICH ARE NOT FASTEN DECK TO STEEL WITH #12 COMPLETION OF PERMANENT INSTALLATION(S). REQUIRED TO BE RELOCATED OR RETAINED BY THE OWNER, SHALL BECOME THE S.S. OR GALV. STEEL SELF DRILLING TEK SCREWS © 8" O.C. MAX. 16. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE PREMISES. E4 CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS, COOPERATE WITH OTHER TRADES, PROVIDE A COMPLETE JOB, AND TAKE CARE 14. INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT THAT GOOD WORKMANSHIP PREVAILS DURING ERECTION OF STRUCTIURAL FRAME. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT. INTENDED TO SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL 0' 1'-4" 2'-8" BE REMOVED, RELOCATED, AND/OR REINSTALLED, AS REQUIRED FOR INSTALLATION CANOPY FRAMING PLAN17. ALL STEEL WORK SHALL BE COMPLETED PRIOR TO SETTING THE EQUIPMENT CABINETS OR EQUIPMENT SHELTER. OF NEW WORK. SCALE - 3/8" = 1 '-O" 3/8" = 1'-O" NORTH 18. TOUCH-UP FOR GALVANIZED COATING SHALL BE COLD-APPLIED GALVANIZED PAINT IN ACCORDANCE WITH FS TT-P-645. 15. ALL CONCRETE USED FOR ON-SITE CONSTRUCTION SHALL BE AIR ENTRAINED, MINIMUM 4,000 PSI AT 28 DAYS, AIR ENTRAINED FROM 4% TO 5%. NO. DATE REVISION 1 5/8" O.D. TOP KEY PLAN: r 4'-0" RAIL LIGHTING FIXTURE SCHEDULE PROVIDE ALIGN ±9'-0 A.F.G. �- , J DIAGONAL MIICROFLECT B509 PIPE HEAD THROUGH MFG. & CAT. N0. FIX. WATT LAMP TYPE NO.LAMP/ FINISH MOON " TOP O F NEW �� cw. ��������� ��� BRACES AS BOLTED TO MOUNTING PIPE BELOW. VERIFY WAS TING/HT. �' 4 + WEATHER CANOPY __________________________________________ � REQUIRED TYP. RAB LIGHTING • O - ���♦ BOLTE HT. IN FIELD.' NEW 1-1/2" 20GATYPEi � � ��j�j�����j�j�j� �.��� TENSIONBAR. 150 PAR-38 1 GRAY SURFACE MTD. +J 'B' GALV. ROOF DECK. TACK ! �j�� �������� ���� MIICROFLECT 8502 GRATING TYPE CABLE \ � \ H101B WELD TO NEW SUPPORTING *�� �������� ��`�� BRIDGE CHANNEL SECURE TO PIPE HEADl �L---- 1 4fr � M(DUNT WITH MANUF. RECOMMENDED \., � ' STEEL ��� � LATCHWITH ,f CiV PADLOCKING HARDWARE. .�NEW GALV. STEEL W6x15 1 � ���:� PROVISIONS. 0 v ♦�♦ ' 4° L3x3x1/4" BRACING AT �� �� �S ANTENNA CABLES ROUTED ALONG ICE BRIDGE O' d 1/4"1/ UNDERSIDE OF DECK ler'-6" ���� • �A.--• 2 DIA. GATE r'..- UTILIZING MICROFLECT B502 TAP IN INSERTS J' NEW' 6"x6"x1/2" GALV. STEEL o ��♦ ����� FRAME. 3//8" S/S THREADED ROD, B1910 CROSS AND O O7" 'r < `jPLATE SECURED TO NEW I 17.8 cm ( i F�� �� W/aVEGUIDE CUSHION HANGER ASSEMBLIES. ) 5 518 �� ��co `� W6x;15 WITH (4) 3/4"0 A325 ���� ���j� C NOTE: • 14.3 cm \, �S ���� j� ��� 2" DIA. BRACE w ALL LIGHTS TO iID BOLTS, TYP. ♦♦ ���� ��. - BE FULLY AREA OF WORK //1NEW w � � (NP) ADJUSTMENT BOLTS. 4 SHIELDED AS i 't00COUMN0 WELEDS TO NEW „ „ Q �� ������� ��� N REQUIRED BY�� 1 2" THICK BASE PLATELil 3 X 3 X GALV. �� ������ ��� MI(CROFLECT 8130 3 1/2 GALV STEEL SCH 40 w_ THE TOWN OF '/ TL. ANGLE ♦♦ ���� 3" O.D. GATES PIPE MOUNT SET IN CONCRETE BASE AS d SOUTHHOLD � , �������� POSTS. INDICATED. SEE MANUFACTURERS >NEW 6"x6"x1/2" GALV. STEEL (1) 3/4"o A325 BOLT. �� ��������� ��� SP'ECIFICATIONS FOR RECOMMENDED SPACING. _ A1/4"1/ PLATE SECURED TO NEW TYP•,r N ��� ========�=�= ..--- rl" ���� 1 5 8" 0.D. WATERPROOF SEALANT ,/� `° ? r ' "CONC. PAD WITH (4) 1/2 0 3/8 TAB WELDED TO �� / IBOTTOM RAIL x� P�"HILTI KWIK BOLT II EXPANSIONPOST/BEAM • ' ( 3 I _ ; .%!2.0 W,m fr•%!t= '•e!... : � % .;..% ;, �= �:=� TENSION WIRE 7.6cm M,, , ,4., y EMdEDRS TYP. lOF 4 INPLATES �_(� 3�/4 CHAMFER ��/lj �+,�+)� ( ) > OPTIONAL). VV/f" l �7+.:7N I . I. 1 -0 o SONOTUBE I CONTRACTOR SHALL TRIM SONOTUBE T �` -I-( -FORMED CONCRETE I. DOWN TO GRADE AFTER CONCRETE Z FOOTINGS. 1 FENCE FABRIC SHALL BE HAS CURED. r-^ -'� NEW( VERIZON WIRELESS - I I a j l : °°. GALVANIZED STEEL MESH 9 a al a EQUIPMENT PAD lo ( ", rh---PAINT PORTIONS OF 1 GAUGE WITH 2" OPENINGS. PAINT PORTIONS OF POST TO BE S \ VERTICAL SECTION Al TYP. KNEE BRACE 'A3' 1 ° 1 POST TO BE EMBEDDED,. . ° FENCE POSTS SHALL BE 2 EIvABEDDED IN CONCRETE WITH //\//\/. I //\ EAST MARION 7 I I IN CONCRETE WITH °' 1/4" OUTSIDE DIAMETER. CUT-BACK ASPHALT PAINT, TYPICAL. \\\\ . . m •� OUTDOOR LIGHT FIXTURE DETAIL I I . I ' CUT-BACK ASPHALT I GALVANIZED STEEL, SCHEDULE /// I ' / u 1 PAINT, TYPICAL. r : 1--'. 40. TOP AND BOTTOM RAILS \\\\ ° j SCALE = 1 " = 1 '-0" • L 2-1 L J SHALL BE 1 5/8" OUTSIDE POURED CONCRETE FOOTING, SET PIPE /\\ I d \\/\ \� DIAMETER SCHEDULE 40. MOUNT AS INDICATED WITHIN. \ • /�// FENCE POSTS SHALL BE CONTRACTOR TO 'DE-WATER' TRENCH AS i\\/�a ° � � NEW 1-1/2" 20 GA. TYPE 'B' NEW VERIZON WIRELESS 1'-O"/ SPACED A MAXIMUM OF REQUIRED DURING INSTALLATION OF /\\ 4. \\//\ GALV. ROOF DECK 9245 MAIN ROAD EQUIPMENT PAD 4" THK. LAYER OF 3/4" STONE OR 10'-0" INCHES ON CENTER. CONCRETE TO ENSURE PROPER \ \/%\ EAST MARION, NEW YORK 11939 GRAVEL. INSTALLATION STRENGTH. �� / / 1 1 5/8" BOTTOM RAIL. /\ a \\//�� ►°� NEW GALV. STEEL W6x15 / CHAIN LINK FENCE SYSTEM ,/ a. : • ,/\ NEW' 3"0 GALV. STEEL MIRASCAPE FILTER FABRIC TYP. WITH PERMAHEADGE VISION UNDISTURBED EARTH. /\3 • .4. �j/\�\ T.O. CANOPY$ T(TLE: COLUMN WELDED TO NEW 4" STONE OR GRAVEL. BLOCKING/ ANTI CLIMB SLATS \' a,� a . .�j/� CANOPY FRAMING PLAN i, 6» 1' 1/2" THICK BASE PLATE 110‘ii‘, 12" SONOTUBE FORMED I . 4 . : •. I // � ., . m �•;:.i,�._�;�:_ CONCRETE BASE. .. a° < P-100 UNISTRUT SECURED TO NEWAND DETAILS 2x6 PRESSURE �\ •• /•,•• " � � W6x15 GALV. STEEL WITH 3 8"0 S S r " TREATED LUMBER SET / \ - / /NEW 6x6 x1 2 GALV. STEEL / / / I / •\ •PLATE SECURED TO NEW 12" OUTSIDE OF NEW / •Xfr ; �- \ •♦ HARDWARE, TYP. • \/` _ _ DATE: FEBRUARY 18, 2015 FENCE LINE. / . °° \/ o , a\ \ LI Cl +3c ►':::� ►':� ; `►Oc PROJECT NO: tD CONIC. PAD WITH (4) 1/21'0 ,I / // , //- co • ■ - ■ ■ - ® )> L� HILT1 KWIK BOLT II EXPANSION Y/ 1 , FURNISH AND INSTALL SWING NOTE: /\\� ,. / .• ,,,,,) ,'„) Ate, s••;,�,, ,►,�,r� �\ 14-10837 1 -0 O SONOTUBE FORMED / / i � � � �� / = - - - ANCHORS (3-1/2" MIN. �, GATE AND ALL NECESSARY PROVIDE A MINIMUM OF (2) / /�\/�\/�\/�\.\\/ � TYPICAL UNISTRUT DRAWN BY: CONCRETE FOOTINGS. \ 1 HARDWARE AND STIFFENERS SUPPORT POSTS PER TRAY SECTION. / CPK Id7-1" EMDED.), TYP. OF (4) PLATES % / ��/ // / / / �/ 3 8 GALV. STEEL HARDWARE � �:.1 ' REQUIRED TO PROVIDE A �\,\\•\ •\'' •\\� '` / PRESSURE TREATED \� \\ 2 NOTE: CHECKED BY: TM WOOD STAKE AT 4' O.C. L-1' \/ COMPLETE CHAIN LINK GATE / / UNISTRUT P1000 TO BE HIGH PLAN AT CANOPY POST 'A2' \//�, "/ ! INSTALLATION. STRENGTH HOT-DIPPED ANDREWS SNAP-IN CLIPS SCALE: AS NOTED NEW CONCRETE FOOTING. ����YVN GALVANIZED. NEW VERIZON WIRELESS ANTENNA DRAWING NO: \ /\\/ CABLES CANOPY POST DETAILS CHAIN LINK FENCE DETAIL EQUIPMENT ICE BRIDGE DETAIL ®CABLE/ CONDUIT SUPPORT AT CANOPYril SCALE = 1 1 2" = 1 '-0" SCALE = 1/2"=1 '-0" SCALE = 1 " = 1 '-0" SCALE = 1 1/2" = 1 '-0" SHEET NO: C410.1)F 7 CROSSBAND COUPLER MANUFACTURER: RFS ; > ' MODEL FD9R6004/1C-3L :r„ V-0" / 1.5" OUTDOOR CABINETS NEW :':1;,[4:,1:::,,'::i' , TOP OF CANOPY ;<, E 5.8" ALCATEL—LUCENT LIGHTRADIO , � ,, ,� '`' ,. � t '� �_,�,�w�r� CABINET f (2) 2-7/8" PIPES (3" O.D. ,. n El © 9712 OUTDOOR CABINET , „„ „ FULLY WELDED TO BASE PLATE �- - FRONT # ' CUT TO REQUIRED LENGTH _ 6 �` s HYBRIFLEX FOR ALPHA, BETA LI6 a 3/8" DIA FLAT AND GAMMA SECTORS PLAN VIEW ;• / , :,,, ,;4,; t\i/r1 ```` ,' % E '';; \ — -� EXTEND TWO (2) 3" EMT NOTES: BATT i WASHER CONDUITS FROM TOP OF FRONT VIEW SIDE VIEW i' 3/8" DIA U-BOLT (TYP) — TROUGH AND TERMINATE AT 1. ALL RAYCAP MAIN DISTRIBUTION BOXES U-BOLTS TO BE SIZED 3/8' DIA �_ N P'' NUT CANOPY CEILING CABLE SHALL BE MOUNTED AT 48" A.F.F. �__,�� ,� ,`.. ',:, , ACCORDING ANTENNA / PIPE DIAMETER PROPOSED RAYCAP MAIN MOUNTING MEASURED AT THE CENTER OF THE UNIT. - DISTRIBUTION BOXES MOUNTED TO NO OBSTRUCTIONS DIRECTLY ABOVE THE • SHELTER INTERIOR WALL. (NUMBER DISTRIBUTION BOX SO THAT THE COVER OF MAIN DISTRIBUTION BOXES CAN BE REMOVED. aI SUBJECT TO CHANGE BASED ON CONTRACTOR PROVIDED AND 2'-2' 2'-6" 2'-2" PROPOSED PIPE SPECIFIC SITE REQUIREMENTS) INSTALLED (NEMA 1) 2, ALL UNISTRUT (1-5/8" DEEP) SHALL I 2'-4 1/2' 1 tt t :p 10"x10"x18" TROUGH MOUNTED CONCEALMENT POLE STRUCTURE _ _ D I — _ • ON SHELTER WALL CO UTOS ACCOMMODATE BOTH :e, d ° ° A T7 C H T T E C T S 0 CONDUIT INSTALLS, 12" MINIMUM. L`y ll 1 1 1 J — — 3. ALL HARDWARE SHALL BE STAINLESS (2) GALV. STEEL PIPE CLAMPS PLAN VIEW _ ° STEEL. �. '' 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 1-5/8" HORIZONTAL _ UNISTRUT, PART EXTEND THREE (3) 3" EMT r P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com #P1000T ATTACHED TO CONDUITS FROM TOP OF 4. REMOVE TWO (2) 2-1/2" BLACK 2'-4 t/2' 2'-5 1/2" 'a s a.99 :e --� PROPOSED PIPES, TROUGH AND TERMINATE AT HYBRIFLEX CABLE COMPRESSION FITTINGS CUT TO REQUIRED LENGTH • BOTTOM OF UPPER TROUGH SUPPLIED WITH THE RAYCAP BOX AND "� rs` ° ° ° ��fG��U ASC (TYP FOR 2) i i INSTALL TWO (2) 2-1/2" EMT 4111 }— -�— `£ " ' � p[ 'S' 1 i i � — — i CONNECTORS AND BUSHINGS BETWEEN «M'. /. ° ° c' Q\ti• � R ��CTHE RAYCAP BOX AND THE TOPr%%%s' uoco ® i <l/ �"'PROVIDE TWO (2) 2-1/2" GRSTROUGH. NEW DIPLEXER SECiURED TO i:F.,.: II ;:,e, i [t �y nns" MIN O MI NIPPLES AND MYERS HUBS CONCEALMENT POLE '� 'r) I 'aik-' '€$ 11/I BETWEEN THE RAYCAP BOX AND 5. EXTEND #2AWG INSULATED, STRANDED, STRUCTURE .—II 1— —1 1— —1 1— THE TOP OF THE EXTERIOR COPPER CONDUCTOR, BOLTED FROM BASE ' c:;£=3e:' I;%;i' ,NP. FOR 6��w•w�� r�� ��g 4�l y 1 ll TROUGH. ( ) o •1 „.: , :;:, 1.: AND BOND TO GROUND RONG. p sar; € i r.z.,=;:ascig� ' ' ' ' — — •I6. PULL STRING SHALL BE TERMINATED `- 14 °isaa. �� ��?6��►� _ 6 , j C — — — •0 INSIDE OF SHELTER AND TROUGH BOX i t °f 0 �• PJ - __�_ FOR ALU USE. ° ° HYBRIFLEX, POWER AND FIBER CONTRACTOR PROVIDED AND w`. .' /l''k:. ' UNISTRUT CAP (TYP) INSTALLED WEATHERPROOF Lr r- - - - - - - -� (NEMA 3R) 10"X10"X6'-0" "°%:`'= ' CONSULTANT: TROUGH MOUNTED ON UNISTRUT i .. � , • FRONT SIDE ELEV FELE V SIDE ELEV REAR ELEV ppp CONCRETE PAD ELEV COMPACT COMPACT /3/16" —� . o 2,432 LBS. COMPACT CABINET CABINET 8"X8"X1/2" BASE PLATE \ EXTEND #2AWG INSULATED, (STACKED) (STACKED) (STACKED) BOLTED TO CONC. SLAB TYP. ELEVATION STRANDED, COPPER CONDUCTOR 180KG 180KG 180KG AND BOND TO GROUND RING 1/2" DIA BOLT (TYP FOR 4 PER BASE PLATE) HORIZONTAL UNISTRUT, PART 6 CIRCUIT # P1000T ATTACHED TO #1 PROPOSED PIPES, CUT TO REQUIRED LENGTH (TYP FOR 4) NO. DATE SUBMISSION (2) 2-7/8” PIPES "PLATE 1 4/30/15 FOR REVIEW FULLYWELDED TO BASE CUT TO REQUIRED LENGTH 1 i 2 5/18/15 ISSUED FOR FLING a t ; O � I -a To CONTRACTOR II PROVIDED AND INSTALLED 1/2" DIA BOLT -, WEATHERPROOF (TYP FOR 4 PER BASE PLATE) - r (NEMA 3R) O 1 o"X10"X6 -0" TROUGH MOUNTED ON 0TYPICAL MAIN DISTRIBUTION BOX MOUNTING AT GRADE 8"X8"XBOLTEDATO CONC. J._ UNISTRUT DIPLEXER DETAIL BATTER CABINET DETAIL 9712 ENODE EQUIPMENT CABINET DETAIL SCALE = N/A SIDE VIEW SCALE = N.T.S. SCALE = 1 2" = 1 '-0" SCALE = 1/2" = " / 1 NO. DATE REVISION KEY PLAN: ANTENNA MANUFACTURER: AMPHENOL GPS MANUFACTURER: PCTEL EXISTING RF COMPATIBLE ANTENNA NOTES: L i r 1 Antenna MODEL NO.: CWWX063X25G00 (700/AWS/PCS) MODEL NO.: GPS—TMG—HR-26N � CONCEALMENT POLE BY OTHERS CABLE: SECTORS - 7/8" DIA. CABLE (UP TO 100') SECTORS - 1 1/4" „ „ DIA. CABLE (UP TO 200') . . .63 LBS/FT. ,r 120 4,' ,�'71 ,�' �., SECTORS - 1 5/8” DIA. CABLE (201' OR GREATER) .70 LBS/FT. • ` 3.2" <. A100'-0"± AGL GPS — SHELTER / / 10 T.O. ANTENNA CAVITY o 0 0 MECH • N _ \ DOWN CABLES / CABLE 700t850-IGS/AWS tV & -, TYPE No. TYPE WEIGHT AZIMUTH TILT DPLXR ANTENNA LENGTHS Ln • Did 99'-6"± AGL LTE/PCS/AWS Al CWWX063X25G00 41.0 LBS. 65' 0' Y (4) 7/8" 160' T.O. OF NEW VERIZON WIRELESS SECTOR ANTENNAS i : X : l\. . \ ry LTE/PCS/AWS B1 CWWX063X25G00 41.0 LBS. 228' 0' Y (4) 7/8" 160' ID \ �/ ° ' AREA OF WORK / - Al LTE/PCS/AWS G1 CWWX063X25G00 41.0 LBS. 342' 3' Y (4) 7/8" 160' , 4 EXISTING REMOVABLE COVER FOR " ANTENNAS GPS UNIT UNITS: GPS-1 GPS-TMG-HR-26N 0.6 LBS. CANOPY (1) 1/2" 06 °' °' s GPS-2 GPS—TMG—HR-26N 0.6 LBS. CANOPY a(1) 1/2"GPS-3 GPS—TMG—HR-26N 0.6 LBS. CANOPY (1) 1/2" X _95'-6"f AGL oGPS-4 GPS—TMG—HR-26N 0.6 LBS. CANOPY 1 1 2"O / eigx �q OF NEW VERIZON WIRELESS o SECTOR ANTENNAS DiP�EXER DIS I x.�R NOTES: PA PA 1. ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY CONTRACTOR TO VERIFY IN FIELD EAST MARION TRUE NORTH PRIOR TO SECTOR ANTENNA INSTALLATION. (3) NEW VERIZON WIRELESS t 12.0" 1, ANTENNAS AND MOUNTING 2. PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2" O.D. GALV. "r ' BRACKETS (TYP.) STEEL PIPE. THE MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS • PROJECT ARE #-919011 CD r 9245 MAIN ROAD '` EAST MARION, NEW YORK 11939 (6) NEW DIPLEXERS SECURED TO 3. INSTALL GPS UNITS AS INDICATED. ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY FRONT VIEW ` SIDE VIEW ` TOP VIEW EXISTING ANTENNA MOUNTING MANUF. VERIFY EXACT MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER. POLE (TYP.) NOTE: ANTENNA MODELS ARE SUBJECT TO CHANGE. BASED TITLE: 4. ADHERE TO MANUFACTURES MINIMUM BENDING RADIUS AND RECOMMENDATIONS FOR ANTENNA UPON AVAILABILITY AT THE TIME OF APPROVAL -./ CABLE INSTALLATION (TYPICAL FOR ALL ANTENNA CABLES) ANTENNA AND EQUIPMENT INFO ISI PA PA � 90'-0"f AGL 5. ALL CABLE LENGTHS MUST BE V.I.F. TAG BOTH ENDS OF ALL TRANSMISSION LINES WITH 0 o o • BRASS TAGS DENOTING COLOR CODE AND SECTOR. B.O. EXISTING ANTENNA CAVITY DATE: FEBRUARY 18, 2015 [..] 6. PATCH, REPAIR AND RESTORE ANY AREA WHICH IS AFFECTED BY INSTALLATION OF ANY ITEMS PROJECT NO: 14-10837 WITHIN THE SCOPE OF WORK WITH NEW MATERIALS TO MATCH, ALIGN AND BE CONTIGUOUS DRAWN BY: CPK WITH EXISTING SURROUNDING SURFACES CHECKED BY: TM ___ (----) ,LTE-7C LTE-AWSe lw't4::•t=C:, SCALE: AS NOTED FRAME FRAME FRAME_ DRAWING NO: 02 e 0 0 ANTENNA MOUNT DETAIL6 ANTENNA INFO A SCALE = N/A SHEET NO: 5 OF 7 SCALE = N.T.S. N4SbfM� >3. 3'-2-5/16" 3'-2-5/16" / / / / ](� .,F ^(b ;' "€ � =r• � E t_. /ik g CO :::,. r 4400?IL) \ \ \ \ ;0::it. 61a 8 • • • • • 8 • • • • • • 1v iy Leo,' i '1' titdP (Y< I ® 1 I t LEGEND : • • 0 O GALVANIZED STEEL GROUND BAR BY ELECTRIC A R C H I T E C T S MOTION COMPANY INSULATED GROUND BAR • �r o 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 • © �'' ° Q2 (2) WALL MOUNTING BRACKETS (ADD SUFFIX BIM) o co ° : (!� P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com J J ° o O ° --__..,_ 3 (2) INSULATORS (ADD SUFFIX BI) • • o ° ° 0 ° o ® #2 AWG SOLID OR STRANDED COPPER WIRE -(��'EO '�'`�C ® �° o o % BOND TO GROUND BAR, ROUTE IN DOWNWARD Cj\c' 1,sat•IDER A.;,� ''O, I i ((f (?. o ° o ° �� O DIRECTION TO WATER SERVICE ENTRANCE PIPE ?� co/c� • • _• m a0 ((� o o OR BUILDING STEEL. �`' n . :, , , n _ • • • lg , 0 NOTE: cn� ,� 0 1. FOR TWO HOLE LUGS W/ SPACING / +- C ` � �- \ —� OTHER THAN THE PRE-DRILLED, /T,jF 9 �: C THE CONTRACTOR SHALL DRILL THE BAR IN THE HELD. FULL SIZE --= / 1'-3-1/16" / BOLTS SHALL BE USED TO ATTACH CONSULTANT: LUGS TO THE GROUND BAR. 210 GAL. O 210 GAL. O `; 210 GAL. N FUEL TANK FUEL TANK N FUEL TANK N \ \ \ \ 8'-5 1/16" / REAR VIIEW (INTAKE) SIDE VIEW FRONT VIEW NOTES: 1. APPROXIMATE WEIGHT: 1920 LBS. (DOES NOT INCLUDE DIESEL TANK OR ENCLOSURE) 2. FUEL TANK: UL LISTED DOUBLE WALL WITH 125% CONTAINMENT NO. DATE SUBMISSION 3. FUEL TANK CAPACITY: 210 GALLONS 4. ENCLOSURE: LEVEL 3. 190 MPH WIND RATED 1 4/30/15 FOR REVIEW 2 5/18/15 ISSUED FOR FLING MODEL NUMBER MTU 4R0113 DS50 GENERATOR DETAIL0 BAR DETAIL SCALE = N.T.S. SCALE = N.T.S. VERIZON WIRELESS EQUIPMENT COMPOUND NOTE El NO. DATE REVISION NOTE E3 50KW DIESEL ENGINE DRIVEN GENERATOR n n NOTE E4 WITH WEATHERPROOF HOUSING INSTALLED KEY PLAN: H-FRAME - • ATOP CONCRETE PAD. GENERATOR SHALL '°' �°' ' BE FURNISHED BY VERIZON WIRELESS H-FRAME rat ra, (EXISTING) - AND INSTALLED & WIRED BY THE (NEW) CONTRACTOR. • . • . � Iv...) . . \ T& n �3 O [ 0 (A) 200 . . . • • .• • g T •: En -- 2001 . ,. . . • • . • • GRADE ccs (1 ( \ • • • NOTE E7 � • • WW111 ,& 11, .1 D . . .... . .. . . . NOTE E2NOTE E6 • • .. • /. / EXISTING w w CPANELL CB �' / .• - ti• • PELI w w O / ���� 1-PHASE —o O - ,4 j / TRANSFORMER E5TE EXTERIOR GRADE E �� \�/\ • i\i AREA OF WORK / .0 ' - 0• /, . . \\\/\�\ \\i \\ .... \ � /\/ \\/ �\�\\\ \��\�\\ ELECTRICAL NOTES /\/ \\ , \ / \,,���,/ ELECTRICAL INSPECTION CONDUIT/WIRE LEGENDVIONFit w�r�e% s % \\- /\\\ / /PROTECT THREADED AREA \ E1 120/208V, 10, 3W WEATHERPROOF MULTI-METER ASSEMBLY (EXISTING) SHALL BE USED TO I / \//\\ \\/FROM DAMAGE DURING � \/ /\/ SAND AFTER INSTALLATION THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF OA EXISTING PRIMARY CONDUIT/CABLE SHALL BE LOCATED AND FEED THE VERIZON WIRELESS EQUIPMENT CABINETS. \/ \/ /\� � � ELECTRICAL INSPECTION FOR THE WORK FROM AN APPROVED PROTECTED DURING CONSTRUCTION. / \ \ /\ \\%\\\ \\ \\/ \/ ELECTRICAL INSPECTION AGENCY AND PAY ALL ASSOCIATED FEES. E2 NEW 225A SINGLE METER STACK WITH 200AMP CIRCUIT BREAKER AND ONE METER SOCKET IN A \\/ / \/\/ CADWE�D /\\ \ / B EXISTING SECONDARY CONDUIT/CABLE SHALL BE LOCATED AND NEMA 3R ENCLOSURE. MATCH EXISTING METER STACK MANUFACTURER. 200 AMPERE, 2 POLE EAST MARION \ \\/ \� \\/ \/ O PROTECTED DURING CONSTRUCTION. CIRCUIT BREAKER SHALL BE LABELED 'VERIZON WIRELESS". \\ \ \\ /\%GROUND RING\-, O 2-1/2" SCHEDULE 80 PVC CONDUIT WITH 3-#4/0 + 1 - #2 E3 COORDINATE WITH PSEGLI TO SET A 200 AMP, SINGLE PHASE��METER IN ACCORDANCE WITH ----\ a.. \\ /\\\\\ #2\ AWG A\\/ L GROUND BETWEEN THE EXISTING MULTI—METER CENTER AND THE PSEGLI'S STANDARDS. LABEL METER PAN 'VERIZON WIRELESS . \\ \/\\ / /\\�\\D/\/�/\ UTILITY NOTE MAIN CIRCUIT BREAKER IN THE INTEGRATED SERVICE PANEL. E4 INTEGRATED SERVICE PANEL (ISP) FURNISHED BY VERIZON WIRELESS AND INSTALLED BY THE \\-. -\\2- Ilk GROUND ROD 3 ,��� OD 2-1 2" SCHEDULE 80 PVC CONDUIT WITH 3- 4/0 + 1 - #2 CONTRACTOR. THE ISP SHALL CONTAIN 200 AMPERE UTILITY AND EMERGENCY CIRCUIT 9245 MAIN ROAD \\\/\//\ COPPERWELD /4 i\ / # BREAKERS, BREAK BEFORE MAKE AUTOMATIC TRANSFER SWITCH AND 42 POLE PANELBOARD ALL aff \/ \/ \\ \ GROUND RUN 24 BELOW GRADE BETWEEN THE GENERATOR LINE / / /� �/ THE TRANSFER SWITCH IS A BREAK BEFORE MAKE DEVICE UTILIZING CIIRCUIT BREAKER AND EMERGENCY CIRCUIT BREAKER IN THE HOUSED INA NEMA 3R ENCLOSURE. ISP SHALL BE UL LISTED AND SHALL HAVE A "SUITABLE EAST MARION, NEW YORK 11939 j\\\/\/\�\\j \\/ \/ AN ASCO 300 ATS (UL 1008 LISTED) INTERNAL TO AN INTEGRATED INITEGRATED SERVICE PANEL. SEE NOTE E7. FOR USE AS SERVICE EQUIPMENT" LABEL. MINIMUM INTERRUPTING CAPACITY SHALL BE 22,000 / \ \\/\/\/ SERVICE PANEL (UL 891 LISTED). AMPERES FULLY RATED. CONTRACTOR SHALL COORDINATE WITH PSEGLI TO DETERMINE THE SERVICE \/ \ / E 12 - #14 (2 FOR GENERATOR START SIGNAL + 10 SPARES) RUN IN ACTUAL AVAILABLE FAULT CURRENT AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IF TITLE: j\\\\\/ �\� O 3/4" SCHEDULE 80 PVC CONDUIT BURIED 24" BELOW GRADE THE SPECIFIED 22,000 AIC IS NOT ADEQUATE. ELECTRICAL RISER DIAGRAM \�\�\� BETWEEN THE GENERATOR CONTROL PANEL AND THE AUTOMATIC E5 GROUND THE INTEGRATED SERVICE PANEL PER ARTICLE 250.32 OF THE NATIONAL ELECTRICAL AND DETAILS \ \\\/ TRANSFER SWITCH. CODE. PROVIDE A #6 AWG COPPER GROUND WIRE AND 3/4" X 10' GROUND RODS (2 / O 4 - #10 + 1 - #10 GROUND RUN IN 3/4" SCHEDULE 80 PVC REQUIRED). MAXIMUM RESISTANCE TO GROUND SHALL BE 5 OHMS. PROVIDE AND INSTALL ADDITIONAL GROUND RODS NOT LESS THAN 6' APART TO MEET MINIMUM GROUND RESISTANCE CONDUIT BURIED 24" BELOW GRADE BETWEEN THE WEATHERPROOF AS REQUIRED. CONTRACTOR SHALL TERMINATE THE GROUNDING ELECTRODE AT THE GROUND DATE: FEBRUARY 18, 2015 JUNCTION BOX WITHIN THE GENERATOR HOUSING AND TWO 20 BUS WITHIN THE ISP AND ENSURE THAT THE SYSTEM BONDING JUMPER HAS BEEN REMOVED. AMPERE CB'S IN THE INTEGRATED SERVICE PANEL. PROJECT NO: 14-10837 E6 PROVIDE AND INSTALL A WEATHERPROOF JUNCTION BOX WITHIN THE GENERATOR ENCLOSURE -' CONTAINING TWO 20A, 120V CIRCUITS. ONE CIRCUIT SHALL BE DEDICATED TO THE BLOCK DRAWN BY: CPK HEATER AND THE OTHER CIRCUIT SHALL BE USED FOR THE BATTERY CHARGER. EXTEND THE CHECKED BY: TM CIRCUITS TO THE TERMINAL STRIP WITHIN THE GENERATOR CONTROL PANEL USING FLEXIBLE CONDUIT. SCALE: AS NOTED E7 EMERGENCY FEEDER DESIGN IS BASED ON A 50KW GENERATOR PROVIDED WITH A 200A TRIP DRAWING NO: LINE SIDE CIRCUIT BREAKER. THE ELECTRICAL CONTRACTOR SHALL INSPECT THE DELIVERED , GENERATOR AND NOTIFY THE ENGINEER IMMEDIATELY IF THE UNIT IS PROVIDED WITH A LINE SIDE t 3 (0.,.0It GROUNDING ROD ELECTRICAL RISER DIAGRAM CIRCUIT BREAKER LARGER THAN 200 AMPERES. o SCALE = N.T.S. 4 SCALE = N.T.S. SHEET NO: 6 OF 7 r:.,,„:.,,,,,,;,,,,,::;,:: le GROUNDING KEY NOTES ?„,,..,,,,,,,,:. . : ,,,,, ,;,, . :, ' £,::,,, ,,, O MASTER GROUND BAR (MGB) - GALVANIZED STEEL GROUND BAR BY ELECTRIC MOTION ”. v A COMPANY WITH INSULATORS , r' """' �°°° x x x x TYPICAL VERIZON O #2/0 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE FROM MASTER GROUND • ; ': l•, --) IB BAR TO EXTERIOR GROUND RING (EGR). 1 . r-- r WIRELESS ANTENNA \ , x (SEE 6/A-102 FOR C #2 AWG GREEN INSULATED SOLID OR STRANDED COPPER WIRE EQUIPMENT GROUND BUSS , TYPE) TO (MGB), ALONG EQUIPMENT LINE AS INDICATED. ANTENNA MOUNTING p pROTNGD GREEN INSULATED STRANDED COPPER WIRE FROM EQUIPMENT TO EQUIPMENT „ ; ,.,,v. '_ ,,;; - ' • .: ', ." , {PIPEAND RELATED .°r— - I O BUSS. • HARDWARE iY'' ;; :.:;. , GENERATOR \ ,Z #2 AWG SOLID TINNED COPPER WIRE EXTERIOR GROUND RING (EGR) BURIED 42" BELOW ; I DIESEL I \ I E GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO THE EXTERIOR I I O GROUND RING. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH • •" •• L- I /, COLD-GALVANIZED PAINT. ARCHITECTS II \ x lI x OF #2 AWG SOLID TINNED COPPER WIRE FROM UNISTRUT FRAME (ELEC/TELCO RACK) TO EGR./ \ 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 - 4 — GO TOWER GROUND BAR (TGB) P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com o H #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE BOND JUMPERS AT ALL ICE x .I o 4. °' O BRIDGE CONNECTIONS. CEO AR I BATTERY 0 #2 AWG SOLID TINNED COPPER WIRE FROM CANOPY CONDUIT SUPPORT TO MGB. ^�� OFk 4,c'yi. o 0 _\__J 44/ 0 ¢ • • I O SECTOR ANTENNA GROUND BAR. (SAGB) ONE BAR PER SECTOR. tt t:fr " r,:r r" 'A O 4' x -- o K f • a - 7 i1 TYP O COAXIAL GROUND KIT (CGK) DO NOT INSTALL ON BENDS. r',_::'• o �\� • MOD I• x 1„ /�� x .� ~ \..,_ ® 1/2"s COAXIAL OL #2 AWG SOLID TINNED COPPER WIRE FROM MESA SPAN CABINET TO EGR. UPC Qf � I ,, I I- TYP JUMPERS Iw I CON ' z I k/ #6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM EACH CGK TO SECTOR MOD I x L O ANTENNA GROUND BAR (SAGB). 7 II /I1 TYP 0 • 00 C • I /� , ON #2 AWG SOLID TINNED COPPER WIRE FROM EACH GPS CGK TO SAGB. 0 BATTERY OTYP Q _ O (SAGB) ROUTEDTTO TINNED COPPER GROUND BAR (TYPICALSECTOR ANTENNA GROUND BAR / r© 5/8" X 10'-0" LONG COPPER CLAD STEEL VERTICAL GROUND ROD BURIED 42" BELOW FIN i/ ENODE I OP GRADE. RODS SHALL BEP CED NOT MORE THAN 15' & NOT LESS THAN 6' APART FROM . k i x ADJACENT GROUND RODS. (TYP) ----tee© • ANTENNA COAXIAL CABLE TO L_ COMMUNICATION EQUIPMENT Q 5 8" X 10'-0" ',TONG COPPER CLAD STEEL VERTICAL GROUND ROD IN INSPECTION TEST x I MDB MDB MDB © WELL BURIED 42 BELOW FIN GRADE, TYP. OF (2). (SEE DETAIL 3, THIS SHEET) !� TM GROUND LEAD TO MASTER 1 GROUND BAR # 6 AWG STRANDED GREEN THWN INSULATED COPPER WIRE FROM COAXIAL GROUND KITS NO. DATE SUBMISSION I O - -f .r --111--• -J (CGK) AT BASE OF TOWER TO TGB. (TYP FOR EACH CABLE.) 1 4/30/15 FOR REVIEW x x x • x • x O NOTE: 2 5/18/15 ISSUED FOR FILING ONS TO # 2 AWG SOLID TINNED COPPER WIRE FROM NEW TGB AT CANOPY CONDIUT SUPPORT TO NOTE:DETAIL DEPICTS GENERAL GROUNDING 0 THE AEX STING TOWER VATE BY HAND FOGROUND R THE CRING ETOOE SURE TOWER GROUND RING. THIS METHODOLOGY FOR TYP. ANTENNA INSTALLATIONS, © THAT SAID GROUND RING AND GROUND LEADS OF OU # 2/0 AWG SOLID TINNED COPPER WIRE FROM MONOPOLE GROUND LUGS TO MONOPOLE SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC OTHER CARRIERS ARE NOT DAMAGED GROUND RING (TGR). (TYP OF 2) ANTENNA MOUNTING T 0 O # 2/0 AWG SOLID TINNED COPPER WIRE MONOPOLE GROUND RING (TGR) BURIED 42" MIN. BELOW GRADE, CONNECTED TO GROUND RODS THAT ARE INCORPORATED INTO TGR. ALL CONNECTIONS ARE TO BE CAD WELDED AND SPRAYED WITH COLD-GALVANIZED PAINT. GROUNDING SYSTEM CONNECTIONS O #E AWG (EXISTING) 2OLID TINNED COPPER WIRE FROM GENERATOR ENCLOSURE TO GROUND RING GROUNDING PLAN 0' 4' 8' 0 COPPER GROUND RODS O # 2 AWG SOLID TINNED COPPER WIRE AT CANOPY CORNER POST TO EGR (TYP) C-1) NORTH ®1 COPPER GROUND ROD IN TEST WELL OY #2 AWG SOLID TINNED COPPER WIRE FROM NEW GAS METER TO EGR. SCALE = 1/4"=1S-0" 1/4" = 1'-0" NO. DATE REVISION KEY PLAN: GROUNDING NOTES 12. ALL ANTENNA MOUNTING HARDWARE TO BE GROUNDED TO APPROPRIATE ANTENNA GROUND BARS. 1. ALL GROUNDING SHALL COMPLY WITH THE MOST RECENT REQUIREMENTS OF 1 ;, 0 NEC ARTICLES 250 AND 810 AND VERIZON WIRELESS STANDARD NOTES AND 13. ALL ABOVE GROUND CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS AND CORROSION (6) CAST IRON FLANGE AND (.,, SPECIFICATIONS (LATEST VERSION). MONTHS AFTER INSTALLATION AND EVERY (12) MONTHS THEREAFTER COVER WITH WORD 'GROUND' / \ 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION CAST INTO COVER. /j\\ AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. IT IS NOT 14. FOR DISSIMILAR METALS, USE CONDUCTORS WITH THE PROPER BIMETALLIC TRANSITION CONNECTOR ,---\-c\--/:\\\ i\ \, THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO DEPICT EVERY PIECE OF BETWEEN THE TWO. INSPECTION HAND HOLE ��i ��� \\\���V\ * & � EQUIPMENT AND DETAIL BUT RATHER TO SHOW SYSTEMS TO BE INSTALLED. /\ / �/ !(, *PROVIDE SYSTEMS WITH ALL APPURTENANT EQUIPMENT OR COMPONENTS, 15. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN ASSEMBLY /�\\\//��� /WHETHER SHOWN OR NOT, TO MAKE A COMPLETE OPERATIONAL SYSTEM INACCORDANCE WITH NEC ARTICLE 820-40(A)5. PROVIDE GROUND JUMPER FROM BONDING BUSHING /-A\\/i\\\/,--0, i\\ COMPLIANCE WITH THE CRITERIA SET FORTH. TO NEAREST BAR USING # 2 WIRE AND OZ-GEDNEY TYPE HBLG BUSHINGS. //\\\//`\\\//\\\//\\\//\\\/ GRADE , / \\� /\\\� �\\\/ /\\\/\ \\\i\j\\\\\ j �� 3. RESISTANCE TO GROUND SHALL BE 10 OHMS OR LESS, MAX. CONTRACTOR ----\\\ �/ // // / l SECTOR ALPHA SECTOR BETA SECTOR GAMMA -.C \ - \\\��\\\� \\\�- \` /_�\\ /_�\__ ry SHALL EMPLOY A GROUNDING EVALUATION COMPANY SUCH AS D&H ANT MOUNTS ANT MOUNTS ANT MOUNTS \ \\\ \\\//\\\//\\\/ \ \\\//\\\ DEVELOPMENT (515-461-2969) OR EQUAL. NOTIFY VERIZON WIRELESS ANT/MOUNTS ANT/MOUNTS �\\_ \\���\\��\\\��\\\/\�\\\\\\-;---\----\\\ 2/���� �/ // -,,-\/ \\i i \\i�\\\moi\\ �i\i i\� � PROJECT MANAGER IF THERE ARE ANIY SITE SOIL/RESISTANCE CONDITIONS CGPSGK \\\\\\�\� \� \ \ \/, \ \ \\\ \\\ \ \\ \\\\ \ \\ \7ID THAT MAY PRECLUDE OR HAMPER A PROPER AND COMPLIANT GROUNDING \ \ \� j AREA OF WORK / O ANTENNA O ANTENNA ANTENNA /\\\\\ \\ .��ii'Oi '.�i•.`i.. j \\\� \\ \� \\ SYSTEM INSTALLATION. GROUNDING ARRANGEMENT SHALL BE TESTED FOR / / •�•�•�••�• ���� SUPPORTS SUPPORTS SUPPORTS \ \ \\ ..° ........... \\\//\\ //\\ // CGK'S CGK'S CGK'S // i i�ii*i`'o�i �i�i •••••�i�i # / COMPLIANCE WITH THE SPECIFIED CRITERIA. SUBMIT AN INDEPENDENT FALL OF (np,} (TYP.} OK TYP. �/\ \�\ ;����������`�����������������������,� /\\\��\\\��\\ T"P T"P TYP ( ) // // ��i� ..•:•ii�i�#:•iiiiiii:::• i j� i/ POTENTIAL TEST REPORT. SHOULD THE CRITERIA NOT BE MET, CONTRACTOR \ \ \ \ \ \ \ \ \\\ \ / / '��i� ii .�i�i'Oi'0 // / SHALL COORDINATE ALL ENHANCEMENT WITH THE VERIZON WIRELESS PROJECT A n n L /\\ /\\ •O❖.❖. GROUND ::s*:i�i� \\// \\/j\\\/ O TEST LOOP \\/\i\ \\\%\ \ . .ii.. ......Di.i. i�� \\%\/\\\/\ �\\ MANAGER PRIOR TO THE COMMENCEMENT OF SUCH ENHANCEMENT WORK. OM \ //\ / .. ...•.*A ....:.•.• �.�.�.•.:.:.,. / j/ 4. FOR GROUNDING OF PREFABRICATED EQUIPMENT SHELTER, SEE SHELTERTYPO SECTOR A O SECTOR B O SECTOR G DO NOT CAD WELD \\.------..5.3 / ,�T ppppppppp•,pp :.• \\i\\_ . MANUFACTURER'S DRAWINGS AND SPECIFICATIONS. GND BAR GND BAR 0 GND BAR TO THREADS ► / : ���� ������� \ \\�\ENNA GROUNDING RE UIREMENTS. CABLE TO ROD CAD \\ / '/ •••♦♦•••' \--"\ a\\ /:� 111 5. SEE GROUNDING SCHEMATIC FOR ANT Q _ / ` E6. ALL CONNECTIONS ARE TO BE MADE TO BARE METAL. THOROUGHLY PREPAREWELDED %` i ENSURE A PROPER CONNECTION FILE PAINTED OO n n O"[ I I H.� tiGifill7CTIVwireless CONTACT SURFACES TO (I.E / ; ; ; _;% �'"•=='"" AREAS). PROVIDE COATING OF AN ANTIOXIDANT COMPOUND (NO-OX, OR EQUAL) 0 I ON CONTACT SURFACES OF ALL CONNECTIONS. ALL BELOW GROUND TOP OF MONOPOLE SECTOR SECTOR SECTOR �� I 1 , I 1/ CONNECTIONS AND EXTERIOR CONNECTIONS TO EQUIPMENT SHALL BE CAD ALPHA BETA GAMMA / 1 , ; I i 1 `/ WELDED AND SPRAYED WITH COLD-GALVANIZED PAINT. ABOVE GROUND BOTTOM OF MONOPOLE MULTI. MULTI. MULTI. GROUND ROD COPPERWELD %£ I EAST IVAI?ION CONNECTIONS SHALL BE CAD WELDED, GROUND LUG, OR COMPRESSION FITTED. CGK'S © CGK'S 0 CGK'S / ` FOR GROUND LUG, USE STAINLESS STEEL HARDWARE CONSISTING OF TWO HOLE \ I 3/4"0 X 10'-0" LONG 0,I I I l l LONG BARREL LUGS WITH A LOCK WASHER THAT SHALL BE PLACED ON THE NUT. G MONOPOLE .; `: ,10 NOTE: O - .. GND BAR / 1 . 1 ?./ 7. ALL METAL OBJECTS WITHIN 6' SHALL BE GROUNDED BACK TO THE EQUIPMENT AT&T GROUNDING SIMILAR. � #2 AWG SOLID TINNED / I/ GROUND RING WITH #2 AWG INSULATED SOLID TINNED COPPER WIRE. O n n \�/ EXTERIOR GROUND RING 0 '� _ o I 8. ALL BENDS, CURVES, AND CONDUCTOR SPLICES SHALL BE TOWARDS THE O 0 CLEAN SAND FILL / �� ' 9245 MAIN ROAD GROUND LOCATION (GROUNDED END) OF THE CONDUCTOR AND SHALL MEET OR © .� • ' ;.0 EXCEED MINIMUM BENDING RADII. GROUNDING CONDUCTORS #6 AND LARGER EXISTING EAST MARION, NEW YORK 11939 SECTOR ALPHA SECTOR BETA SECTOR GAMMA OO n CON EALMENT"0_E o " SHALL HAVE A MINIMUM BENDING RADIUS OF 12", GROUNDING CONDUCTORS #6 NOTE: `i i. ..` ..;: :. .:• ; „ ANT CABLES ANT CABLES ANT CABLES AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". ELEC/TELCO RACK ICE BRIDGE INSPECTION HAND HOLE MULTIPLE NOTE 2 & 3 MAY BE PRECAST u: 9. UNLESS OTHERWISE NOTED, GROUNDING CONDUCTORS SHALL BE: O OK OK GROUND J CONCRETE OR PVC AND11'• • �; ;` : : .:' TITLE: A. BETWEEN EXTERIOR ITEMS AND BARS AND FROM SECTOR ANTENNA GROUND CGK'S CGK'S CGK'S RODS EQUIP n OF SHALL BE A MINIMUM OF 12" I.D.X36" DEEP. : ••: ii .".. :••.,'... :.~:: • :•.. ..,'•...;.:.....,:. .: :..; BARS TO TOWER GROUND BAR, #2 SOLID, TINNED, COPPER CNP• _ \ GROUNDING PLAN AND INFO B. BETWEEN GROUND KITS & BARS - #6 STRANDED GREEN O OD THWN INSULATED COPPER GENERATOR 0 ,� 0 \ C. EXTERIOR GROUND RING - #2/0 CONTINUOUS SOLID, " ; . . ... ... TINNED, COPPER • DATE: FEBRUARY 18, 2015 I : . . . . .. . ,•• • .. . •• • .. • `' " PROJECT NO: 14-10837 10. GPS TRANSMISSION LINES SHALL HAVE AT LEAST (1) GROUND KIT INSTALLED AT . .. , . . . . . . . . . ., . . , I DRAWN BY: CHECKED BY: CPK THE WAVE GUIDE ENTRANCE PORT. 615 MASTER GROUND BAR AO TM 11. PROVIDE ALL NECESSARY GROUNDING KITS AND HARDWARE AS REQUIRED. (SEE VERIZON CONDUITS (SEE ' • ,•• '• •• WIRELESS ENGINEERING STANDARDS (,LATEST VERSION) FOR ADDITIONAL GROUNDING GROUNDING NOTE #15) _ CONC. PAD SCALE: AS NOTED INFORMATION AND SPECIFICATIONS). O n W O DRAWING NO: ® TYPICAL GROUNDING SCHEMATIC MULTIPLE o0 n n O GROUND ROD TEST WELL it 1 0 c SCALE = NTS RODS - - J SCALE = l ' = 1 '-0" SHEET NO: 7 OF 7