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HomeMy WebLinkAbout50965-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 49 SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50965 Date: 7/18/2024 Permission is hereby granted to: Cubesmart LP PTA-CS # 658 PO BOX 320099 Alexandria, VA 22320 To: Modification to existing wireless communication tower: AT&T Wireless: At both (92) and (82) foot levels: including removing all equipment at both levels; install (3) new antennas and (6) new diplexers at both levels as applied for, and per Planning Board approval & conditions. At premises located at: 1040 Horton Ln, Southold SCTM # 473889 Sec/Block/Lot# 63.-1-10 Pursuant to application dated 6/3/2024 and approved by the Building Inspector, To expire on 1/17/2026. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO-COMMERCIAL $100.00 Total: $600.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 Date Received APPLICATION FOR BUILDING PERMIT � d C 2 For Office Use Only 2 J� N P3 PERMIT NO. 5 & Building Inspector. of 'n 0 Applications and forms must be filled out in their entirety.Incomplete 1.,to applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:5/22/2024 OWNER(S)OF PROPERTY: Name:(tower) AT&T Mobility SCTM# 1000-473889 to Project Address:1040 Hortons Lane Phone#:517-225-8179 (AT&T Representative) Email:ad538v@att.com Mailing Address:10 Church Circle Annapolis, MD 21401 (c/o Smartlink Group) CONTACT PERSON: Name:Lisa Ann Bera Smartlink Group Authorized Agent for AT&T Mailing Address:10 Church Circle Annapolis, MD 21401 Phone#:414-403-3103 Email:lisa.bera@smartlinkgroup.com DESIGN PROFESSIONAL INFORMATION: Name:Cliff Abernathy - Trylon Mailing Address:1825 West Walnut Hill Lane Suite 120 Irving, TX 75038 Phone#:855-669-5421 Email. CONTRACTOR INFORMATION: Name:Digital Construction Tech Inc Mailing Address:120-11 89th Street Richmond Hill, NY 11418 Phone#:917-495-4777 Email:khasan@dct-inc.net DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RiAlteration ❑Repair ❑Demolition Estimated Cost of Project: []Other $25,000 Will the lot be re-graded? ❑Yes igNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:EXISlting Cell Tower Intended use of property:NO change to present use Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to this property? ❑Yes 9No IF YES, PROVIDE A COPY. LJ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law,. Application Submitted By(print name):Lisa Ann Bera igAuthorized Agent ❑Owner Signature of Applicant: Date: 5/22/2024 STATE OF NEW`i�) ����� Kathy A.Faulkner SS: Notary Public,State of Maine COUNTY of � \,�N My Commission Expires March 25.2028 A',SGt 4't"I I - 1'x,.,. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Ovki7e (Contractoar,µ gent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Dday of , ZOJ I� &I _DDN Notary Public See attached landlord notarized PROPERTY :) d V i 1 1I �.y II`m O vv ie r� (Where the applicant is not the owner) I residing at do hereby orize to apply on my behalf to the Town of Southold Building Department approval as described herein, Owner's Signature Date Print Owner's Name 2 M AT&T LEIIER OF AUTHORIZATION May 2,2024 To whom it may concern, This letter serves as authorization for Smartlink Group,their employees,and agents,to act as agent on behalf of AT&T Wireless,property owners and/or property managers for the proposed AT&T Wireless equipment modification,and further for the purpose of conducting site visits,obtaining applicable governmental approvals and/or any other approvals associated with the proposed installation at existing AT&T Wireless telecommunications sites. If you have any questions concerning this authorization,please contact me. Thank you, Senior-Tech Vendor Management National SAQ PMO AT&T 1391 Grand Oaks Dr,Howell,MI 48843 M:517.225.8179 adS3i3+ att. n1 STATE OF .04 ay) COUNTY OFia� BEFORE ME,a Notary Public,on this day personally appeared Amanda DeRosla the above signed, who,under oath,stated the following:"I hereby certify that I am the owner,or duly authorized agent of the owner,forthe purposes of this application;that all information submitted herein is true and correct." 1n� � SUBSCRIBED AND SWORN TO before me,this the day of S W*'Zlsz- ENE 2024. Notary public-StatpnCounty of LIvIn"G� MAILING ADDRESS: PLANNING BOARD MEMBERS Out, P.O.Box 1179 DONALD J.WILCENSHI " " Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) '1 S Southold,NY ID I Telephone:631 765-1938 wwvv.southoldtownny.gov L PLANNING BOARD OFFICE TOWN OF SOUTHOLD Building Department Town of Southold. MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: July 18, 2024 Re: Planning Department Report Wireless Upgrade: AT&T at 1040B Hortons Lane 1040B Hortons Lane, Southold, NY SCTM#1 000-61-1-10 The Planning Department has conducted a review of the proposed upgrade to an existing wireless communication facility pursuant to §280-74 B (2) and has received a report from our wireless technical consultant, CityScape, Inc. (see attached report). The proposal is to upgrade the existing AT&T antennas and ground equipment at this site. The proposal is in compliance with the General Requirements of§280-70. In addition, this proposed equipment upgrade complies with §280-71 (A)(2)(b) as it causes essentially no visible change to the exterior and the base station equipment conforms with §280-71(A)(2)(a)[2]. Therefore, we recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock for approvals of wireless facilities. Thank you for your cooperation. Attached: CityScape Report (July 12, 2024) - Now Workers' CERTIFICATE OF INSURANCE COVERAGE ... STATE Compensation k- Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b_Business Telephone Number of Insured DIGITAL CONSTRUCTION TECH INC 1 (718)683-8823 120-11 89TH AVE Richmond Hill NY 11418 1 c.Federal Employer Identification Number of Insured Work Location of Insured(only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) Or Social Security Number 81-4767884 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold BUILDING DEPARTMENT Standard Security Life Insurance Company of New York 3b.Policy Number of Entity Listed in Box"1 a" Town Hall Annex L86045-000 54375 Main Road P.O_Box 1179 SOUTHOLD, NY 11971 3c.Policy effective period 3/11/2018 to 5/21/2025 4. Policy provides the following benefits: XQ A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: X❑ A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of 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 and/or Paid Family Leave Benefits insuranX coverage as described above, Date Signed 5/22/2024 By (Signature of insorrance carrier's augionzed e NY'y 1�Ins.ran-Agent of that insurance carrier) Telephone Number (212)355-4141 Name and Title Bebi Ishmail,Supervisior-DBLIPolicy Services IMPORTANT: If Boxes 4A and 5A are 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 46,4C or 56 is checked,this certificate is NOT COMPLETE for purpo ses of Section 220 Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 4C or 513 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 and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By _.� - (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title _ _...... , ..... Please Note: nsurance ers licensed to write NYS lity family leave benefits insurance s and NYS agents of those0insu'rance carriers are authorized to issue FormIDB-I 0 1.dins�ance brokers are NOT authorized to issue this form. insurance DB-120.1 (10-17) 1I I I III1111�uiu 111111iii��iii�ii�iiii;"IIII Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within,30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse DATE(MM/DD/YYYY) ACC>Rhm CERTIFICATE OF LIABILITY INSURANCE 05/22/2024 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 have ADDITIONAL INSURED provisions or 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 sucdt endorsement(s). PRODUCER ff Fatrn'a Shadnsi ROYAL STAR INSURANCE BROKERAGE CORP PHONE 718 205-2900 F'" N 718-205-4600 98-09 Astoria Blvd E-MAIL s amsi@ro a starin,suranc .n C Flushing, NY 11369 INSURERISI AFFORDING COVERAGE NAIC#6 IN�UR R . GREAT AMERICAN RISK SOLUTIONS 35351 INSU 11 RED DIGITAL CONSTRUCTION TECH INC INSURER B NATIONAL SPECIALTY INSURANCE CO 226..08 120-11 89th Ave R CE'NTU'RY'SURETY COMPANY 36951 RICHMOND HILL, NY 11418 INSURERD FAA E5CC1 S s tit# 116754 LLOYD'S OF LONDON 115792 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. TYPE OF INSURANCE POLICY POLICY " P LIMITS LrR __.P YN M R WAWMDYY X COMMERCIAL GENERAL LIABILfrY EACH OCCURRENCE $_.1 CLAIMS-MADE OCCUR AI m nr, $ OQ 11 13 23 'l1 13 24 MED EXP An one erson $ 5,,099 PNYE784189 02 / / / / A Y Y PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE '..$ 2,000,000 POLICY 0 P LOC PRODUCTS-COMP/OP AGG $..2,000,000 JECT R S AUTOMOBILE LIABILITY COMOJNED.SI U q-tMOT $...1,000,000 cd ANYAUTO BODILY INJURY(Per person) S OWNED '.SCHEDULED CAR3100000076-1 9/11/23 9/11/24 BODILY INJURY(Per accident) YS B AUTOS ONLY AUTOS Y Y HIRED 'NON-OWNED Pp Or R nll DAMAGE $ x ''.AUTOS ONLY x AUTOS ONLY $ ra UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 5r'00'0,000 C X EXCESS LIAB CCP1167291 11/13/23 11/13/24 5 CLAIMS-MADE Y Y AGGREGATE '$ ! f 000 WORKERS COMPENSATION AND EMPLOYERS'LIABILITY � �— IN ANY PROPRIETOR/PARTNER/EXECUTIVE Y� E„L„EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E..L..DISEASE-EA EMPLOYEE $ w AI uJm„sraatxs landeK . TI N F "„':'rt.T w.I ..... F ASE..POL. Y MIT I SCRIPD 2ND EXCESS PES-XS-01-0604 11/13/23 11/13/24 EACH OCC/GEN $ 5,000,000 E PROFESSIONAL LIABILITY Y Y ANE5120990.24 3/28/23 /28/25 EACH OCC/GEN $2,000,000 F I DISABILITY I IL86045000 3/11/24 /11/25 STATUTORY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) AS PER ALL POLICY TERMS CONDITIONS & EXCLUSIONS CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED ALL LOCATIONS ALL COVERED OPERATIONS. CERnFICATE HOLDEE CA CE Town of Southold BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Hall Annex ACCORDANCE WITH THE POLICY PROVISIONS, 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 AUTHORIZED REPRESENTATIVE ©198 5 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD /� Workers' �sTA r Compensation RK CERTIFICATE OF — Board NYS WORKERS'COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) lb.Business Telephone Number of Insured Digital Construction Tech,Inc. (718)502-6262 dba Digital Construction Tech,Inc. I c.NYS Unemployment Insurance Employer Registration 12011 89th Ave Number of Insured Richmond Hill,NY 11418-3235 I d.Federal Employer Identification Number of Insured or Work Location of Insured(Only required if coverage is specifically Social Security Number limited to certain locations in New York State, i_e.a Wrap-Up Policy) 814767884 2.Name and Address of Entity Requesting Proof of Coverage(Entity 3a.Name of Insurance Carrier Being Listed as the Certificate Holder) Continental Indemnity Co. Town of Southold 3b.Policy Number of Entity Listed in Box"la" BUILDING DEPARTMENT Town Hall Annex 46-369707-01-06 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 3c.Policy effective period Attn:Project Manager 04/08/24 to 04/08/25 3d.The Proprietor,Partners or Executive Officers are included.(only check box if all partners/officers included) E] all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box'1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). "I"he Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2'. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no tights upon the certificate holder. This certificate does not amend,extend or alter(lie coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Nate:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a ceid:ificate holder,the business must provide that certificate holder with a.new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with tiie mandatory coverage requirements of the New York State Workers' Compensation Law. 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 the coverage as depicted on this form Approved b _Todd Brown ...� . _....... PP Y� _Todd name of rorized representative or licensed agent of insurance carrier) Approved by: OS/23/2024 _._ ..._ (Signature) (Date) Title: Authorized Telephone Number of authorized representative or licensed agent of insurance carrier: (877)234-4424 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov a PROJECT DESCRIPTION /�SSe550 TOWER SCOPE OF WORK: fI'� /�S� • REMOVE (6) COMMSCOPE SBNHH-1 D55A ANTENNAS, (2) PER SECTOR • REMOVE (12) CDX723AT-DS DIPLEXERS, (4) PER SECTOR :5 • REMOVE (24) 1-5/8" COAY,CABLES '' • INSTALL (6) CONfiMSCOPE KWSS-65A-R3 ANTENNAS, (2) PER SECTORAT&T APPROVED AS MOi'ED n . • INSTALL (12) STX61742T-43 DIPLEXERS ,-lea ` • INSTALL (6) PWRT-606-S 30' LONG DC POWER CABLES DATE: B.P.i Ve • INSTALL (24) 1-1/4- COAX CABLES GROUND SCOPE OF WORK: SITE NUMBER M SINY001763 FEE 6990 BY REMOVE (3) RRH 2x40 07L-AT RRH'S (1) PER SECTOR NOTIFY BUILDING DEPARTMENTAT • REMOVE (3) B25 RRH 4x30-4•R RRH'S (1) PER SECTOR • REMOVE (3) 150AH BATTERY STRINGS' 631-765-1802 8AM TO 4PM FOR THE INSTALL (3) 4415 B30 RR RRH'S, PER PER SECTOR SITE NAME: 1040 B HORTONS LANE • -INSTALL (3) 4415 B30 RRH'S, (1) PER SECTOR FOLLOWING INSPECTIONS: • INSTALL (3) 4478 B14 RRH'S, (1) PER SECTOR 1. FOUNDATION-TWO REQUIRED • INSTALL (3) 4890 B25/B66 RRH'S, (1) PER SECTOR • INSTALL (3) 4467 B77G RRH'S, (1) PER SECTOR • OR POURED CONCRETE INSTALL (3) 4467 B77D RRH'S, (1) PER SECTOR �J • INSTALL (4) VERM -48V RECTIFIERS FA #: 10111678 2• ROUGH-FRAMING&PLUMBING • INSTALL (2) 170AH BATTERY STRINGS 3.AND (1) 6610 BBU UNITS INSULATION • INSTALL (11) GPSNSTALL (2) IANTENNA INSTALLED 10' FROM EXISTING 4. FINAL-CONSTRUCTION MUST PACE #: MRNYJ044805; MRNYJ043761 , MRNYJ043783, MRNYJ044709,MRNYJ044467, MRNW9096 pRC.O. - PROJECT INFORMATION ALLMRNYJ044667 ALL CONSTRUCTION sHALLMEET,THE- �= SITE NAME: 1040 B HORTONS LANE REQUIREMENTS OFTHE CODES OF NEW USID: 141 `'. YORK STATE, NOT RESPONSIBLE FOR FA#° 1011678 PROJECT: LTE RRH "SWAP, 5G NR 1 SR CBAND, SITE OVERLAY.LTE.2ND CARRIER, 5G NR 1'§ M9QWmRfflR,1RPRs-` SITE ADDRESS: O HORTONS LANE SOUTH 1 DR-2 SOFTWARE CARRIER, LTE 1 C RRH SWAP, 5G NR RRH SWAP SOUTHOLD,_NY 11971 PARCEL NUMBER (APN): 1000-63-1-10 VICINITY MAP. GENERAL NOTES SHEET INDEX PROPERTY OWNER: YSI XXXII, LLC n, THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SHEET # DESCRIPTION REVISION STRUCTURE TYPE: 95'-0" STEALTH POLE A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE SITE TYPE: STEALTH POLE . MAINTENANCE. THE PROJECT-WILL NOT RESULT IN ANY T-1 TITLE SHEET 0 a r- ,SyI SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO GN-1 GENERAL NOTES 0 LATITUDE (NAD 83): 41.065583 / 41'03'56.1"N "Y = SANITARY SEWER SERVICE, PORTABLE WATER, OR TRASH ' DISPOSAL IS REQUIRED, NO COMMERCIAL SIGNAGE AND NO C-1 OVERALL SITE PLAN 0 LONGITUDE (NAP 83): -72.432678 / 72-25'57.6"W ;, ' LANDSCAPING IS PROPOSED. = . C-2 ENLARGED SITE PLAN 0 GROUND ELEVATION: t39' (AMSL) V'o j DO NOT SCALE DRAWINGS C-3 EQUIPMENT LAYOUT & WEST ELEVATION 0- COUNTY: SUFFOLK COUNTY , "C='"'�'"1 CONTRACTOR SHALL VERIFY All PLANS AND EXISTING M.. C-4 E & N ANTENNA DETAILS 0 r: u n 1 na; DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL ( ) ( ) ZONING JURISDICTION: CITY OF SUFFOLKt �� ? s `` IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF C-5 PROPOSED ANTENNA SCHEDULE 0 ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR CURRENT ZONING: U — LIGHT INDUSTRIAL BE RESPONSIBLE FOR SAME. A-1 CONSTRUCTION DETAILS 0 AT&T LEASE AREA: 128 SQ. FT. A-2 CONSTRUCTION DETAILS p APPLICANT:. AT&T MOBILITY ",="? E-1 SITE INPUT DATA 0 ?s PAL01894 60 WEST AVENUE YY : WAYNE, PA 19087 '��; G-1 GROUNDING PLAN 0 TOWER OWNER: TBD ^r7. Si''f•^ G-2 GROUNDING DETAILS 0 TBD TOWER OWNER SITE ID: jr" 415`�u� BUILDING CODES RF-1 PLUMBING DIAGRAM - ALPHA SECTOR p RFDS DATA <�-` ia,a,N - =-r ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN RF-2 PLUMBING DIAGRAM - BETA SECTOR p t:.-4 •='.`r J�a;��"�• `` ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS RF-3 PLUMBING DIAGRAM - GAMMA SECTOR ° (,�; ,f%�%" it, ".,•;L:4•M1�Y,�,�,�;�;=-��',,- ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE RFDS ID: RFDS-1.1777 DATED: 01/30/2024 PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE to �= :., .-.:_'.::-.-•;.,,,• e::^ LATEST EDITIONS OF THE FOLLOWING,CODES. REVISION: 1.0 VERSION: 1.0 r`' z;.''' z z`$i,' '.Feztii=thH'.•E c aw„�`.<�A,-, 2018 INTERNATIONAL BUILDING CODE UPDATED BY: s0923b 2018 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRICAL CODE ; DATE/TIME UPDATED: 03/25/2024 FOR ANY CONFLICTS BETWEEN SECTIONS OF USTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER DRIVING DIRECTIONS REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFUCT BETWEEN A GENERAL REQUIREMENT AND A TO OBTAIN LOCATION OF PARTICIPANTS FR011 7150 9=0 DRIVE,HAOVE%141)21076: SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. UNDERGROUND FACILITIES BEFORE YOU HEAD SOUTHWEST ON,STANDARD DR TOWARD PARKWAY DR,ROAD NAME CHANGES TO PART(CIRCLE DR TURN LEFT ONTO COCA COLA DR,TAKE THE RAMP ON THE LET ` • DIG IN NEW PORK(NORTH 5 BOROUGHS), FOR MD-100 EAST AND HEAD TOWARD GLEN BURNIE,TAKE THE RAMP ON THE RIGHT FOR MD-295 AND HEAD TOWARD BALT/WASH PKWY/BALTIMORE,KEEP RIGHT, FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION TOLLLL - FCALL DIG SAFELY NEW YORK FREE:1-600-962-7962 OR HEADING TOWARD BALTIMORE,TAKE THE RAMP ON THE RIGHT FOR I-895 NORTH AND HEAD TOWARD BALTMORE HARBOR/TUNNEL THRUWAY,ROAD NAME CHANGE TO ADA ACCESS REQUIREMENTS ARE NOT REQUIRED www.digsafelynewyark.com 1-95 N,KEEP STRAIGHT TO STAY ON I-95 N,TAKE THE RAMP ON THE RIGHT FOR I-295/DE-141 NORTH AND HEAD TOWARD DEL META BR/NY-NJ/NEWPORT, THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT ' KEEP ST R41GHT TO STAY ON 1-295 N/US-40 E,ENTERING NEW JERSEY,KEEP STRAIGHT,HEADING TOWARD NEW YORK CITY,KEEP STRAIGHT TO GET ONTO 1-95 N,TAKE PRODUCE ANY SEWAG Know what's belOW, REQUIRES NEW MIN OF 2 STATUTE THE RAMP ON THE RIGHT FOR US-46 AND HEAD TOWARD PALISADES PARK/THE RIDGERRDS,KEEP RIGHT,HEADING TOWARD PALISADES PARK/RIDGERELD,KEEP OT WORKING DAYS NOTICE TO GET ONTO US-46 E/US HIGHWAY 46,KEEP STRAIGHT TO GET ONTO US-48 E/US HIGHWAY 46,TAKE THE RAMP ON THE LEFT FOR I-95 NORM/t15-1 NORTH/ Call before you dig. BEFORE YOU EXCAVATE US-9 NORM AND HEAD TOWARD G WASHINGTON BRIDGE KEEP STRAIGHT TO STAY ON 1-95 N/US-9 N/US-1 N,ENTERING NEW YORK,BEAR RIGHT ONTO 1-295 S TOWARD THROGS NECK BR/I-295 SOUTH,KEEP LEFT,HEADING TOWARD EASTERN LONG IS,AT THE ROUNDABOUT,TAKE THE 2ND ERR,CONTINUE ON NY-25/MAIN RD, TURN LEFT ONTO LLTVE LN,TURN RIGHT ONTO COUNTY ROUTE 48,ROAD NAME CHANGE TO COUNTY ROAD 49,TURN RIGHT ONTO HORTONS LN,ARRIVE AT 1040-B HORfONS LAN SOUTHOLD NY 11971 SITE NUMBER: SINY001763 AT&T • SITE NAME: 1040 B HORTONS LANE �0 NEWy09 TITLE SHEET o ® o AT&T s m artf i0 so®a Try I o n W (2024 UPGRADE) $--Gipe 1040-B HORTONS LANE ZFo ,0d3,� �2a SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/1-1/24 Isstlm FOR REVIEW SW1 QROFESSIONP 60 WEST AVENUE ANNAPOUS, MD 21401 IRVING. TEXAS 75038 SUFFOLK COUNTY SINY001763 WAYNE, PA 1g087 1-855-669-5421 REV DATE DESCRIPTION BY T-1 • GENERAL NOTES GENERAL CONSTRUCTION 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT 54. ALL BM ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM). 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR 55. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM). 1.1. CONTRACTOR -T.B.D, DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE. BACKFlLLED WITH FLOWABLE 56. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE 1.2. SUB-CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. ALL NECESSARY RUBBISH, STUMPS, GROUNDING HARDWARE IS NO LONGER LOOSE. 1.3. OWNER - AT&T MOBILITY DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A 57. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT(24.4 - 29.8 NM). 1.4. OEM - ORIGINAL EQUIPMENT MANUFACTURER LAWFUL MANNER. 2. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER 58. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 - 2.3 NM). _ DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND FIBER & POWER CABLE MOUNTING 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PRIOR TO PAYMENT. PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING 29. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 59. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED. INTO AN INTER DUCT AND A THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 30. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, TYPES.OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY(60) SIXTY FEET AND SHALL BE SECURELY REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ATRICLE 770 RULES SHALL APPLY. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF 32. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, 60. TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT INTERVALS NOT THE WORK. EXCEEDING (6) FEET.WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND BY AT&T TECHNICIANS. A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT ARE SERVICING UTILIZATION EQUIPMENT OR DEVICES.A TRANSITION DISTACE LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. EXCEEDING (6) FEET REQUIRES CONTINUOUS SUPPORTING.NFPA 70 (NEC)ARTICLES 336 AND 392 RULES SHALL APPLY. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION OF AT&T GROUNDING STANDARD "GROUNDING AND BONDING REQUIREMENTS FOR NETWORK FACILITIES 61. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. (ATT-TP-76416) AND "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" RULES SHALL APPLY. 7. THE PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS (ATT-TP-76300). IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN DRAWINGS SHALL GOVERN. COAXIAL CABLE NOTES EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR 62. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH IMMEDIATELY. ESTIMATED LENGTHS. MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. WORK. 63. CONTRACTOR SHALL VERIFY THAT THE DOWNTILT OF EACH ANTENNA IS WITHIN +/- 0.5 DEGREES OF SPECIFICATION WITH AN B. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 37. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED OCI APPROVED DIGITAL LEVEL BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. MATERIAL OR PROCEEDING WITH CONSTRUCTION. 64. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL 38. NO WHITE STROBIC, LIGHTS ARE PERMITTED-LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND STANDARD" NO-00027 LATEST VERSION. PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. REQUIREMENTS. 65. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LOF AND SHALL NOT EXCEED 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING 6'-0". _ OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL 39. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 66. 7. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, NOT TO EXCEED OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 4' ANTENNA MOUNTING 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. OC. 12. ERECTION SHALL BE DONE IN A WORKMAN-LIKE MANNER 8Y COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH 40. DESIGN AND CONSTRUCTION OF ANNTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR 67. COAXIAL CABLE SHALL BE SECURED TO THE DESIGNATED SUPPORT STRUCTURE(S) PER MANUFACTURER'S SPECIFICATIONS. APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED APPLICABLE LOCAL CODES. 68. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ON THE DRAWINGS. _ 41. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 69. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 42. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL 43. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM GENERAL CABLE AND EQUIPMENT NOTES CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. A780 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT 44. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE 70. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, COAX CONFIGURATION, MAKES, AND MODELS OF WORK. PRIOR TO INSTALLATION. TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 45. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND 71. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. GROUNDING. RECOMMENDATIONS. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 46. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE 72. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE ANTENNAS PERFORM AS DESIGNED. DISTRIBUTION/ROUTING. AND/OR BUILDING. 47. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA 73. AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE, ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUM TAPE OR OTHER APPROVED WEATHERPROOFING METHODS PER AT&T UNTIL JOB COMPLETION. NORTH AND BE ORIENTED WITHIN f3 AS DEFINED BY THE RFDS. ANTENNA DOWNT1LTS SHALL BE WITHIN +0.5' SPECIFICATIONS. BUM TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUM BLEEDING IS NOT ALLOWED. SELF 20. THE GENERAL CONTRACTOR SHALL MAINTAIN_IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, AS DEFINED BY THE RFDS. REFER TO ND-00246. BONDING TAPE AND PLASTIC ENCLOSURES ARE PERMITTED PER ATT-002-290-041, SECTION 7. ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 48. JUMPERS FROM THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH 74. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF SECTOR. A. TEMPERATURE SHALL BE ABOVE 50 DEGREES FAHRENHEIT. NOT LESS THAN 2A TO 2A:10B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE 49. CONTRACTOR SHALL RECORD THE SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED THE WORK IS BEING COMPLETED DURING CONSTRUCTION. AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. FCC APPROVED PAINT IS REQUIRED.A/22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND C. FOR REGULATED TOWERS, FA • WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. 50. ANTENNAS SHALL HAVE A S-O" MINIMUM CENTER-TO-CENTER HORIZONTAL SEPARATION. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT 75. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS: BE LIMITED TO: A) FALL PROTECTION, 8) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. TORQUE REQUIREMENTS A. GROUNDING AT THE ANTENNA LEVEL 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF 51. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. B. GROUNDING AT THE MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT 52. A TORQUE MARK FORMING A CONTINUOUS STRAIGHT LINE IS TO BE MADE IN THE FOLLOWING APPLICATIONS: C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE 53. RF CONNECTIONS - MARK BOTH SIDES OF THE CONNECTOR GROUNDING AND ANTENNA HARDWARE - D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE THREADS TO THE SOLID SURFACE. SOLD SURFACE E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR EXAMPLES INCLUDE A GROUND BAR OR ANTENNA BRACKET METAL. DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 76. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 10'-0"T-BOOM SECTOR ANTENNA MOUNT INCLUDING ALL HARDWARE, 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL IF APPLICABLE. MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. SITE NUMBER:SINY001763 AT&T �} ''® SITE NAME: 1040 B HORTONS LANE ��oFlvewYo9t GENERAL NOTES � AT&T `Sma 1 i Tf y l�� (2024 UPGRADE) � ° 1040-B HORTONS LANE F a,Ssa O ,A ,oQ3„ �a SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 q�FESskoNA� 60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING, TEXAS 75038 0 0{/t3/24 ISSUED FOR RiYIEW sF1A SUFFOLK COUNTY WAYNE, PA 19087 1-855-669-5421 REV DATE DESCRIPTION BY SINY001763 GN-1 O 1 LEGEND TREE THIS PROJEC � - • ACCESS ROAD EXISTING BUILDING \ / \ EXISTING CHAIN LINK FENCE —■—x— '. \ / \ BUILDING WOOD FENCE —�—� i TREE/BUSH LINE \ \ ACCESS,ROAD PROPERTY LINE \ 1 SEE ENLARGED SRE PLAN C-2 LEASE AREA LINE UTILITY POLE r • \ r \ _ - OVERHEAD WIRE —0/H— \ AERIAL VIEW 2 \ i EXISTING \BUILDING E GENERAL NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND COMPANY OR OTHER PUBLICEAUTHORITIES.F ALL MUNICIPALITIES, UTILITIES V EXISTING I I 2• THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS yO BUILDING I I AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL STATE, COUNTY OR MUNICIPAL AUTHORITIES. EXISTING \ 3. THE CONTRACTOR SHALL NOTIFY THE AT&T CONSTRUCTION MANAGER IN BUILDING B . \ WRITING, OF ANY CONFLICT, ERRORS OR OMISSION PRIOR TO THE Q \ SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR " ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR \ \ FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. EXISTING 95'-0" \ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STEALTH POLE SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE EXISTING \ CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF BUILDING D - \ CONSTRUCTION OF THIS FACILITY. \ 5. THE SCOPE OF THE WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS \ PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ` \ \ MANUFACTURER'S RECOMMENDATIONS. i 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A \ EXISTING \ i _ BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE BUILDING WITH THE CONTRACT DOCUMENTS. \ /- EXISTING _ \ 7. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES = \ BUILDING C \ AND NOTIFY UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION AT (800) 424-5555 PRIOR TO EXCAVATION AT SITE. B. ANY UNDERGROUND UTILITIES OR STRUCTURES THAT EXIST BENEATH THE EXISTING TREE (TYP.) PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE \ _ APPLICANT & THE OWNER'S REPRESENTATIVE. EXISTING EXISTING BUILDING A i 9. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS BUILDING (TYP.) FACILITY. 10.POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 11. THERE ARE NO COMMERCIAL SIGNS PROPOSED FOR THIS INSTALLATION. / 12 NO FILL EMBANKMENT. EMBANKMENT MATERIAL SHALL BE PLACED IN ANY FILL OR i ` 13. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES v / WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE DIRECTED BY UTILITY OWNER. EXTREME CAUTION SHOULD BE. USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. EXISTING 0 = i 14.THE AREAS DISTURBED DUE TO CONSTRUCTION ACTIVITY SHALL BE GRADED O BUILDING m AND RESTORED PER CODE/LANDLORD REQUIREMENTS. / z 15. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING • _ _ � - _ _ CONSTRUCTION, EROSION CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL, AND \ COORDINATED WITH THE MUNICIPALITY. 16. UTILITY WARNING TAPE SHALL BE PLACED ABOVE ALL NEW CONDUITS AT MAX 18" DEPTH BELOW GRADE. SCAM 1"=100'-0'(lizn)DETAILS 0 25' 50' 100'1 (OR)2"=100'-0"(2W4) SITE NUMBER:SINY001763 AT&T m �{' g SITE NAME: 1040 B HORTONS LANE C�OF NEGyr S 1 1 1�i ` �• �� Tr 10 r1 OVERALL SITE PLAN SaZZOM AT&T ;,o ® 2 (2024 UPGRADE) p 1040-B HORTONS LANE "mq�,o.19J �_° SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 1 0 04/13/24 MMm FOR Review SHA q0'sslo�P` 60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING, TEXAS 75038 SUFFOLK COUNTY SINY001763 C-1 0 WAYNE. PA 19087 1-855-669-5421 REV DATE DESCRIPTION BY LEGEND TREE ACCESS ROAD 0 EXISTING BUILDING CHAIN LINK FENCE —:—x— WOOD FENCE ' TREE/BUSH LINEv PROPERTY LINE --- EXISTING BUILDING LEASE AREA LINE —••—••— UTILITY POLE r0.) OVERHEAD WIRE —0/H— 1 SEE EQUIPMENT C-3 LAYOUT EXISTING AT&T EQUIPMENT ROOM (B) NEW PWRi-606—S 30' LONG DC TRUNKS FOR INDOOR RRHo o+, owl (3) 18 PAIR FIBER TRUNKS `� (24) EXISTING AT&T 1-5/e COAX CABLES TO BE REMOVED (B) EXISTING AT&T PWRT-BOB-S DC TRUNKS TO BE REMOVED 24) NEW AT&T 1-1/4- COAX CABLES s (APPROX. 190--07 2 C-3 % 2 C-4 I •® I L _ _ J �W ENLARGED SITE PLAN 0 10, 20• (OR) 2•-20•-0•(22X34 SITE NUMBER:SINY001763 AT&T G .e� SITE NAME: 1040 B HORTONS LANE 0FNpIyyO9 ENLARGED SITE PLAN AT&T smarts Trylon m 4 , w (2024 UPGRADE p� 1040-B HORTONS LANE ZaF `4.19 a 10 CHURCH CIRCLE lazs W. WALNUT HILL LANE surtE tzG SOUTHOLD,NY 11971 o goF0431 P�a SITE NUMBER SHEET NUMBER REV 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TEXAS 75038 0 04/13/24 ISSUED FOR RENEW sm ESS,oN WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 C-2 0 NOTES: , 1. THESE DRAWINGS SHALL NOT BE RELIED UPON AS AN INDICATION THAT THE TOWER STRUCTURE, ITS COMPONENTS, AND ITS FOUNDATION HAVE ADEQUATE STRUCTURAL CAPACITY TO SUPPORT ALL EXISTING AND NEW ANTENNAS, MOUNTS, EQUIPMENT, AND COAXIAL CABLES. TRYLON HAS NOT PERFORMED A STRUCTURAL ANALYSIS ON THE TOWER, FOUNDATION, ANTENNA MOUNT, AND ALL ITS COMPONENTS. IT IS THE RESPONSIBILITY OF THE OWNER TO HAVE A STRUCTURAL ANALYSIS PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS PRIOR TO THE INSTALLATION OF ANY NEW EQUIPMENT, COAXIAL CABLES, ANTENNAS, OR APPURTENANCES ON THE TOWER. THIS STRUCTURAL ANALYSIS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN PA. 2. INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION. 3. ANTENNA AND MOUNT DESIGN MUST COMPLY WITH ANSI/TIA-222-G AND ALL LOCAL CODES. 4. CONTRACTOR TO PROVIDE THE PROPER COAX JUMPER SUPPORT ATTACHMENTS TO THE TOWER AND ANTENNA MOUNT. 5. CONTRACTOR TO GET THE LATEST AT&T RFDS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. CONTRACTOR SHOULD REFER TO FINAL RFDS FOR ALL RF DETAILS. 7. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. EXISTING AT&T SWITCH EXISTING AT&T20V/15H 9'-9" 120V/15A 9'-9" EXISTING AT&T 13LB CO2 EXISTING AT&T 13LB CO2 FIRE EXTINGUISHER FIRE EXTINGUISHER /012 (3) EXISTING AT&T RRH 2x40 RR NEW . OFAT&T 449E BSECTO 07L-AT TO � REMOVED (3) NEW AT&T 489E RRH (TYP. OF 1.PER SECTOR) EXISTING HVAC UNR CM. OF 1 PER SECTOR) 825/B68 RRH (YYP. BE ��� �, OF 1 PER SECTOR) (2) EXISTING AT&T FIBER (3) NEW AT&T 4467-677G RRH MANAGEMENT BOX (TIP.) (3) EXISTING AT&T FIBER C". OF 1 PER SECTOR) (3) EXISTING AT&T RRH 4x25 to MANAGEMENT BOX (TYP.) (3) NEW AT&T 4467 B77D RRH WCR-4R (M. OF 1 PER SECTOR) o RELOCATED EXISTING (TYP. OF 1 PER SECTOR) (3) NEW AT&T 4415 B30.RRH TABLE OF 1 PER SECTOR) EXISTING TABLE 3( ) EXISTING AT&T B25 RRH (3) NEW AT&T�TSW EXISTING AT&T TO BE RELOCATED ! 4x30-4R TO BE REMOVED- EXISTING AT&T (3) EXISTING AT&T_ TTWC-R48M21 d ('TYP. OF 1 PER SECTOR) TTWC-R48M21 EXISTING AT&T DC6-48-60-18E RAYCAP BOX HVAC (TYP•2) EXISTING AT&T R! HVAC (TYP.2) TELCO BOARD TELCO BOARD �� (3) N O AT&T 78 81) RRH o� (TYp i` (8) NEW AT&T SQX6192342G 1 DIPLEXER'S MOUNTED TO CABLE EXISTING HVAC (3) EXISTING AT&T RRH 4x25 RELOCATED EXISTING J RACK ABOVE WCR-4R (TIP. OTHERMOSTAT F 1 PER SECTOR) WAD UNIT �� (TYP. OF-2 PER SECTOR) (1) EXISTING AT&T (6) NEW AT&T SIX61742T-43 in JUNCTION BOX in �❑ DIPLEXER'S MOUNTED TO CABLE ai EXISTING AT&T 3 EXISTING AT&T o �OOFO2 PER SECTOR) LTE RACK O EXISTING AT&T DC6-48-60-18E RAYCAP BOX LTE RACK EXISTING AT&T CABLE CONDUITS EXISTING AT&T EXISTING HVAC EXISTING AT&T ELECTRIC, CABLE CONDUITS UNIT TELCO AND GROUND CONDUITS �XCJ5 C � C EXISTING AT&T VERTIV 721 \\\\ AC PANEL EXISTING AT&T 200A \ \\ EXISTING AT&T 200A EXISTING AT&T VERTIV 721 \ AC PANEL NPBB DC POWER PLANT WITH \ NPBB DC POWER PLANT WITH (6) EXISTING VERTIV —48V \ (2) EXISTING AT&T (6) EXISTING VERTIV —48V \ (2) EXISTING AT&T GROUND ROD RECTIFIERS 20'-5" \ \\ RTIV -48V GROUND ROD RECTIFIERS 20'-5" \ \\ O O \ (4) NEW RECTIFIERS \\ 0 Q �\\ S9500 1 LNG AT&T EX(3) ISTING AT&T \\\\ EXISTING AT&T FlF RACK WITH (2) NEW —40V 170AH BATTERY \ \ EXISTING 150AH BATTERY \ (3) DC12-48-60—RM RAYCAP STRINGS, TOTAL OF 8 \ \\ NEW AT&T(5) SQAMP. (8) STRINGS TO BE REMOVED O O \ O \\ \ 25AMP, (2) 13AMP AND \\ (2) EXISTING AT&T \ (1) SAMP BREAKFJtS \ S9500 SIAD \\\ O O O O \1 O O O O EXISTING AT&T FlF RACK.WITH 1 (3) EXISTING DC12-48-60-RM RAYCAP AND (2) NEW W51 AND (1) 6610 NU UNIT, SCALE: 1/4•=V-0'(11xn) o •�-z s�a 182= •`22,�4 EXISTING EQUIPMENT LAYOUT 0 2� 4 oR) z•=1'-0•(zzx3a 1 NEW EQUIPMENT LAYOUT 2 SITE NUMBER: 8INY001763 AT&T . SITE NAME: 1040 B HORTIONS LANE 0 NE �� {yyo m � � 9 EQUIPMENT LAYOUT & WEST ELEVATION AT&T s m artl � : :® Try I o n W (2024 UPGRADE) ® a 0 1040-8 HORTONS LANE Z"o 6rcea+° �_° SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE 9oc P` 1825 W. WALNUT HILL LANE SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSUm FOR REVIEW SHA esswN 60 WEST AVENUE ANNAPOLIS• MD 21401 IRVINc, ToO�s 75039 SUFFOLK COUNTY FSINY001763 C-3 0 WAYNE. PA 19087 1-855-669-5421 REV I DATE DESCRIPTION BY TOP OF EXISTING STEALTH POLE TOP OF NEW AT&T ANTENNAS O 94T-0�t AGL - A1.1 OF NEW AT&T ANTENNAS `r El". O 92�-0 t AGL TOP OF COMPATIBLE CYLINDER ELEV. 0 85'-0"t AGL (NEW AT&T TOP OF NEW AT&T ANTENNAS� A13TENNASSCOPE KWSS-654-R3 a".0 8f7 :AGL _ (6) STX61742T'-43 DIPLEXERs � ASOF NEW AT&T ANTENN `►ELEV. O 82-0 t AGI. i ' i i i TOP OF COMPATIBLE CYLINDER r ELEV. ® 75'-0"t AGL I�i i i TOP OF COMPATIBLE CYLINDER ELEV. ® 65'-0"t AGL i i i . lil i i TOP OF COMPATIBLE CYLINDER ELEV. ® 55'-0"t AGL l i TOP OF COMPATIBLE CYLINDER L ® 45'-0"t AGL i (3) 18 PAIR FIBER TRUNKS i (24) NEW AT&T 1-11,V COW( GABLES (6) NEW PWRT-606-S 30- LONG DC TRUNKS USING EXISTING CABLE ROUTING ON SMOKESTACK EXISTING 95'-0" STEALTH POLE EXISTING AT&T GPS ANTENNA EXISTING AT&T EQUIPMENT (TYP.) i i i REUSE EXISTING SITE �j_EX�ISTING GRADE _ i J TOWER GROUNDING -------------------------------------------------------------------------------------------------- J 6' SCALE:3/32-=1'-0"(11x17) WEST ELEVATION O 3' 12' OR 316'=1'-0' 22x34 SITE NUMBER: SINY001763 AT&T 0 SITE NAME: 1040 B HORTONS LANE 0 NELyr .®o ®� � I O� EQUIPMENT(LAYOUT & WEST ELEVATION AT&T smartin ®o r y m 2 2024 UPGRADE " " 1040-B HORTONS LANE ZNFOq*o<a^4 tea° SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SURE 120 SOUTHOLD,NY 11971 q�FE551�NP 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING. TEXAS 75038 0 04/13/24 ISSUED FOR RENEW SFiA SUFFOLK COUNTY WAYNE, PA 19087 1-855-669-5421 REV DATE DESCRIPTION BY SINY001763 C-4 0 NOTES: 1. THESE DRAWINGS SHALL NOT BE RELIED UPON AS AN INDICATION THAT THE TOWER STRUCTURE, ITS COMPONENTS, AND ITS FOUNDATION HAVE ADEQUATE NOTES: DOD AIR6419 B77G TOP POSITION STRUCTURAL CAPACITY TO SUPPORT ALL EXISTING AND NEW ANTENNAS, MOUNTS, EQUIPMENT, AND COAXIAL CABLES. TRYLON HAS NOT PERFORMED A ADJUST ANTENNA FRAMES AS NEEDED C-BAND AIR6419 B77D BOTTOM POSITION STRUCTURAL ANALYSIS ON THE TOWER, FOUNDATION, ANTENNA MOUNT, AND ALL ITS COMPONENTS. IT IS THE RESPONSIBILITY OF THE OWNER TO HAVE A TO KEEP ANTENNAS STRAIGHT OFF THE STRUCTURAL ANALYSIS PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS PRIOR TO THE INSTALLATION OF ANY NEW EQUIPMENT, FACE ON EACH SECTOR 12" SEPARATION BETWEEN THE TWO ANTENNAS COAXIAL CABLES, ANTENNAS, OR APPURTENANCES ON THE TOWER. THIS STRUCTURAL ANALYSIS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN PA 1. 2. INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION. 3. ANTENNA AND MOUNT DESIGN MUST COMPLY WITH ANSI/TIA-222-G AND ALL LOCAL CODES. 4. CONTRACTOR TO PROVIDE THE PROPER COAX JUMPER SUPPORT ATTACHMENTS TO THE TOWER AND ANTENNA MOUNT. 5. CONTRACTOR TO GET THE LATEST AT&T RFDS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. CONTRACTOR SHOULD REFER TO FINAL RFDS FOR ALL RF DETAILS. 7. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. (3) NEW AT&T 3) EXISTING AT&T (SBNHH-1DBM) N EXISTING AT&T (SBNHH-1D85A) 3 NEW AT&T (COMMSOOPE-WS-�-� o NA TO BE REMOVED o NA TO BE REMOVED (COMMSCOPE-KWSS-85A-R3) ANTENNAS (IYP. OF 1 PER SECTOR) w b #1 MV. OF 1 PER SECTOR) c #1 (7YP. OF 1 PER SECTOR) ANTENNAS OF 1 PER SECTOR) a 38"0 STEATH POLE - OVA Ab -�kll Nv !�l Le e L J Qlal�ClOR (2� 38"0 STEATH POLE , 38"0 STEATH POLE L RAID CENTER O 92'-0' RAID CENTER O 82'-0' RAID CE TER O 92'-0' RAD COMER O 82'-0' A(6) EXISTING AT&T DIPLEXERS (B) EXISTING AT&T DIPLEXERS (B) NEW AT&T STX61742T-43 CDX723AT-DS TO BE REMOVED CDX723AT-DS TO BE REMOVED DIPLDaMS (TW. OF 2 PER SECTOR) (TYP. OF 2 PER SECTOR) (IYP. OF 2 PER SECTOR) q rR] I fui (6) NEW AT&T STX61742T-43 DIPLEXERS CM. OF 2 PER SECTOR) 38"0 STEATH POLE 38"0 STEATH POLE RAID CENTER O 92'-0' RAID CENTER O 82'-0' Rom,n CENTER O 92'-0' de 82'-0' 38"0 STEATH POLE RAD CENTER O 82'-0' REUSE EXISTING SITE TOWER GROUNDING EXISTING ANTENNA PLAN SCALE 3/4•=,-0'c11"'� 1 PROPOSED ANTENNA PLAN scALE: 3i4�=,•-o'c„x,71 2 0 .5' 1' 2' (OR) 1-1/2'=1'-0' 22x34 0 .5' 1' 2' OR 1-i 2'=1'-0' 22x34 SITE NUMBER: SINY001763 AT&T o SITE NAME: 1040 B HORTONS LANE OF NE4yYp c m a l ®o .® T�`''O C 9. (E) & (N) ANTENNA DETAILS AT&T a7 ;e� I J z (2024 UPGRADE 0 1040-B HORTONS LANE NSA 4,04a. � SITE NUMBER SHEET NUMBER REV 10 CHURCH t825 W. WALNUT HILL LANE, SURE t2o SOUTHOLD,NY 11971 CIRCLE 0 04/13/24 ISSUED FOR RENEW SF111 g0FE551oll 60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING, TEXAS 75038 SUFFOLK COUNTY IINY001763 C-5 0 WAYNE, PA 19087 1-855-669-5421 REV I DATE DESCRIPTION BY PROPOSED ANTENNA SCHEDULE AND RF SYSTEM SECTOR ANTENNA ANTENNA MAKE/MODEL AZIMUTH RAD CENTER TIP HEIGHT RRH MAKE/MODEL SQUIDS FEEDLINE FEEDLINE LENGTH POSITION (1) 4490 B5/B12 (AT GROUND) #1 COMMSCOPE 0r 92'-0" 94'-0" (1) 67 B77G(AT GROUND) (AT GROUND) KWSS-65A—R3 (2) STX61742T-43 DIPLEXERS (TOP) (2) STX61742T-43 DIPLEXERS (AT GROUND) (8) 1-1/4" COAX CABLES ALPHA (1) DC6-48-60-18E (2) PWRT-606—S DC TRUNKS 190'-0" (1) RRH 4x25 WCR-4R (AT GROUND) (AT GROUND) (1) 18—PAIR FIBER TRUNK (1) 4478 814 (AT GROUND) #2 COMMSCOPE 0� 82'-0" 84'-0" (1) 4890 B25/B66 (AT GROUND) KWSS-65A—R3 (1) 4467 B77D (AT GROUND) (2) STX61742T-43 DIPLEXERS (TOP) (2) SQX6192342Q DIPLEXERS (AT GROUND) (1) 4490 B5/B12 (AT GROUND) #1 COMMSCOPE 120' 92'-0" 94'-0" (1) 4467 B77G(AT GROUND) (AT GROUND) KWSS-65A—R3 (2) STX61742T-43 DIPLEXERS (TOP) _ (2) STX61742T-43 DIPLEXERS (AT GROUND) (8) 1-1/4" COAX CABLES BETA (1) DC6-48-60-18E (2) PWRT-606—S DC TRUNKS ` 190'—O" (1) RRH 4x25 WCR-4R (AT GROUND) (AT GROUND) (1) 18—PAIR FIBER TRUNK (1) 4478 B14 (AT GROUND) 42 COMMSCOPE 120• 82'-0" 84•-0" (1) 4890 B25/866 (AT GROUND) KWSS-65A—R3 (1) 4467 B77D (AT GROUND) (2) STX61742T-43 DIPLEXERS (TOP) (2) SQX6192342Q DIPLEXERS (AT GROUND) (1) 4490 B5/B12 (AT GROUND) #1 COMMSCOPE 240' 92'—O" 94'—O" (1)) 4415 B30 (AT GROUND) 67 B77G (AT GROUND) KWSS-65A—R3 (2) STX61742T-43 DIPLEXERS (TOP) (2) STX61742T-43 DIPLEXERS (AT GROUND) (8) 1-1/4" COAX CABLES GAMMA, (1) DC6-48-60-18E (2) PWRT-606—S DC TRUNKS 190'—O" (1) RRH 4x25 WCR-4R (AT GROUND) (AT GROUND) (1) 18—PAIR FIBER TRUNK (1) 4478 B14 (AT GROUND) #2 COMMSCOPE 240* 82'-0" 84'-0" (1) 4890 B25/866 (AT GROUND) KWSS-65A—R3 (1) 4467 B77D (AT GROUND) (2) STX61742T-43 DIPLEXERS (TOP) (2) SOX6192342Q DIPLEXERS (AT GROUND) PROPOSED PROPOSED TOWER MOUNT ANTENNAS RRHs 6 18 — PROPOSED ANTENNA SCHEDULE N.T.S. SITE NUMBER:SINY001763 AT&T �• ®`�'®O SITE NAME: 1040 B HORTONS LANE 0FNE4yyo9 PROPOSED ANTENNA SCHEDULE AT&T@�smartlink Try I o n a w �20z4 UPGRADE) 1040-B HORTONS LANE Z"ma 04�.,< SITE NUMBER SHEET NUMBER REV to CHURCH CIRCLE 1825 W. WALNUi HILL LANE, SURE 120 SOUTHOLD,NY 11971 Qq�FE55 oNP 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, MAS 75038 0 04/13/24 ISAIED FOR REVIEW 51U C-6 0 WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 ERICSSON-4478 B14 RRH MUM DIMENSIONS, WxDxH: 15" x 13.2" x 7.4" POWER CONSUMPTION: 4 x 40W FOR 4T4R OR 2 SECTORS AT 2X40W FOR 2T2R WEIGHT: 60 LBS. ONE CPRI CONNECTION PER RRH 151' 1 7.4" - © O 0 ® MCSSON — RADIO 4490 0 0 0 0 ERICSSON — RADIO 4890 WEIGHT: 20.8 LBS WEIGHT: 20.8 LBS e® ® SIZE (WAUD): 15.12x17.48x6.77 IN. e® ® SIZE (HxWxD): 15.1207.484.93 IN. FRONT SIDE 4490 B5/B12 DETAIL " NOT NOT TO NSCA Eo 3 SCALEE 4890 B25/� B66 DETAIL SCALE 2 4478 B14 DETAIL MANUFACTURER: ERICSSON � µ .. MODEL: RADIO 4415s=Y4. WEIGHT: 47.4 LBS '_` '";;. © F-rt• b •..rt• w. ; DIMENSIONS: 16.54"Hx6.30 Wx13.47 D 4 = ` ` °''i= ; .�,� ° `1J`�^ !%w?'='•f r^ � i r%�' s;t... , _ �, �. 1t' �:9=i^ T 0 P ` _ + Mechanical Specifications _ - - Wind Leading @Velocity, 185.0 N @ 150 kWh(41.6lb1 @ 150 kmRt) Ni• f,omal Wnd Loading@Velocity, 163.0N@ 150 km/h(36.60nf@150 krnt) lateral --- - - — - Wind Loading@Velocity, 35ZON@ 150 kWh(79.1 lbf@159 WA) maximum Model Number Radio 4467 44878S 44 KRC 161 89212 Wind Loading @Velocity, 189.0 N @ 150IuNh(4251bf @ 150 km/h) rear Place of Origin China Wind Speed,maxis m 241 kmlh(150 Rlph) Bran Name Ericsson Condit:n Used Dltfretrsbt� internal dimenslon 480mm•370mm1155mm Wtmn 30trmm 111.8min bqm ,n mml7.t76 to Net•neigrt: 23.3kg WKM 12t9nm147.9921n SIDEFRONT Otv in stock 1pleces R�w ag�.�,.uay 15.1kg13s.ao4m NOT TO 4415 B30 DETAIL NOT TO 4467 B77G AND 4467 B77D DETAIL NOT To 5 COMMSCOPE KWSS-65A—R3 DETAIL SCALE 6 SCALE 4 SCALE SITE NUMBER: SINY001763 AT&T � b SITE NAME: 1040 B HORTONS LANE ��oFNetvYo9• CONSTRUCTION DETAILS AT&T@�smartli Try I o n m w (2024 UPGRADE) �_ ® • o 0 1040-B HORTONS LANE NF 4.19s4 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE SURE 120 SOUTHOLD,NY 11971 F Oq�Op4a,a pia SITE NUMBER SHEET NUMBER REV 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING. TEXAS 75036 0 04/13/24 ISSUED(a0R RENEW SHA E55,0N SUFFOLK COUNTY SINY001763 A-1 0 WAYNE, PA 19087 1-855-669-5421 RED/ DATE DESCRIPTION BY MODEL Capacity AH NOMINAL DIMENSIONS NOMINAL NUMBER VOLTAG 8 Hr To 1.75 0 hr To 1.80 INCHES I MILLIMETERS WEIGHT VPC ® 25•C A B C A B C Ibs. I K SBS 170F 12 170 170 22.1 4.92 11.1 1 561 125 1 283 116 52.5 Tower Bottom Configuration:Al Markets 2024 FDD Only1., _ 4 a : • ' _ _ .;m`� • Conf utat#an AL1: 'te FDO only(Now OD)'Nix Pcrr 03 24 LTECell-,cz-0 24 NR Celt,i • `� "'" t .;._ +.•gww-2 •ax•co*:ur� >.ro:.-5.:e�....�°""`.�'"T b. -IJ4'a12FDORv+,6>5.RA%Fi5t51•CPiTRbvla t SAU ,l..am:�a'Y ye_ w�..�ib,•b:a...o � ..�ram.+ rr��G�,4��aa�y�t,1�� �y��yy y�/�Gg ,may -•-••-:- •• '•:• �f\�.r�vr,`rh Y•a U'r SJJ dFCTU vmmr,nova.m.,s.. .I��� _ �4190 ELi64a,d3 Ya Y_.iiC 6Y,✓dfi�ffi�-`cif�'�; ^n,>tMP�nm brs#,we,.sbNa¢. 4�' 'li•• Zt tst`w�• `Tm•-Niii:mi• � dime t 1 � P)xY�sv�'..::rm' ..�.:rr.-:.•7x�tw�:'!''�Y�.�_:�-�»A.«::.'«•Ls�_4��i s'�°:-. � _ .....,.m.m....,P..�,,, � $:�if 52,:.:4u_:64�.Z oxfLI24:0:Ca.Yxxx Ni96t;:1:ti1 CT::da3lli:....tL7, •,.R.M«.��,w v, ".-.. RfC� $Mit asaJ • m..• WC ni fY 0 .1-y:).:754Gre.1 DK.+�r.: .-..mm �G,mp mr•.;, � _ $-Zv6+Nsf-Cr:i s?•k:t:.t;i.'+f�1Ay L3 \.tt1F- svr-ki: mem w:p.I.y._•n�nnn _ _ _ _ _ E v ${ir+s/l17•!�}}teL�C?�..sSu 6tti'h)CM{� 'F��m..rywNommvM.•m+wnwr uu c.,wn�ma�a • lili2 S11;.Cttral2r 6810:aC BX7T41 mrr�w'a•uxn 1.ZTH. - -5r_Cctc'ete'U.:c'b1Ea:z^rIFE•ianl e..�� -.,.........m.....r..,...,..�...,,..,.......m..a. "' - . . 7 NEC11IER, ErSUR 1 51 RECHFlER,NEfSUREm 512 h 721.HIGH ffFlgENCY, � 'mM•.mpm -48 VDC,40 A/2D00 W, 120/208/240 vac. 4 �,,,,,.,� v„a„,r•, SINGLE-PHASE INPUT,4.4 LBS. 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WALNUT HILL LANE, SURE 120 SOUTHOLD,NY 11971 qoF P 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING. TEXAS 75038 0 04/t3/24 ISSUED FOR RENEW SHA F55\oN WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 A-2 0 -- SMOATAINPUT WORKSHEET•INDOOR SRE POWER ESTMATE TOOL • RwiOn: HE - • MxMt NYC— - • PReWtYV0.TAGEDCPLANTSFECIRED FA: WAB INATTS USID "I., Tl—D: Ill. aA01P9 n•2a ¢BTrATE06ITE W2,K tDAD IAf®sk fle1T AMFS nJBV I ESTNGTEZWASERYICESNFFICENT Loudon Namo: 1a40.ONabee LHe - •. - aaV1>cEW—NTLm: .WATTS 0A1✓PS 4tary Oat-Cale Completed: AY1021 - NOSECONDMY24VLO 6-MCMVMMRSYSTEMNOTREOUWED fiSTWATED—ACITYREWIRED: 11 ItW COmObtBdB: Kausr TOTALPROURYYY : 1CSO WATTS 274 AWP n+BV ON BREDC GFREXI110RCMAC(TT: >0 KW PACE JOB O: YRNYJM129! E6TrATE GENSETCMAGTYSUFFCENT - - - ^.:ILV!•:^.�7+%:1�:G1,:aN8E ncr^c.SFi�x�C P4='f'I:^4iD_R oCPLANT: JaO DoecNptlan: ICAPm}u "- Emvnen 810 YVDCNeBulemf Pl4rt B00ANE6fYm RECOOJENOED ENYtliO6YSTE1t &TON9 COOL610 +6V pECT1F1FN9 REGMED(NMi: 10 SPECOIECENVa10E14TAL$YSTEAt 10.TON5 EBTOMTESUFFGIENTXVACCAPAFJTT - CONV.TYPE:UNIVEIISALSIDT6•pIGHT 2 RECTSWTSSKELFCAY DEUSEDFOR COW •14V CONVERlER9 REWIRED: 0 fNODC CONVERTENe MOORED) Field Notow - •M SLOTS: t2 (NDOC CONVERTERS REOOREOI EOTil6 DBATTERYR..m iRai 21m MYVSTRINM to HOuRS IDN-BRE GENERATOR•2HWPYNIMUa STEPt ENMROUANnI ESOFEWWWNTAOCOPER GWLTKE: F'vT=G£�CN:K POiA:P CGtd].P.'➢igp145VNKYiSi-ViEa C+liJ•'GFS tOO=::.1:.+4C.pS VK�"cS ARE Xtb9..C.vif9N3•iYBtTYELLCaM N _ ON Edcwan Me Ott - AWd1oW - VOLTAGE WATte —1Tx RP ABPpICPAn SCPAIEQPT. V0.1AOE aRTR <=P.."s;ti+:+v'.,3 F11rrDtvnv.{•i f-CNV6^GV e:X•sNFe:� _ STEP2: ENTER DC PIANT Y E FROM OR00.DGVN MENU: LTE 4G 6 IMN9n E0Ue'MENT LlE4a aYvnf9nf[aImIBR 0 AMrev(t2 mNLL mrav FRAB4:) B< 0 O1T WIN USERSPEC0EDDC EDUIFYEM VOLTAGE wliA r trfrwr•Mvr.+waP,ANr cw�sELECIFnFORAvrR.raEKrIFYRealwrtl o LE,rseonLTEBm666ot BBu-t DUL .Ir Aau e62auEeeutr�wnt],cEeaL H o 'e taswaeuome 24 0 10beFSM+CfaeSy+JLE .ASaAB.1M H 0 00 IEALmnVOCOMAPB56E01.1 OLAY .0 NUMFSM+G—Os(6 205.ASKfO.A D Y 0 .O 1PoeYYerv12vmd —FRANE) 24 0 0 I I--So 0 (OCFLANTCOWOLR TONCANBEREVEWEDONDCP WORKSHEER 0 Ecson LTE R65Be0t BBU-1DI18 Y 0 0 NWeFBW Ch hICAwNI.YW A6l10.A8t>tdl tl 0 -a Pwariew BO WQNOOW to o -0 I -I t, H a STEP2A'TRS STEPONLYBMOWN FY.ENERIC OCPLMTPIAXTTYPE HAS BEEN SELECTED: O.flI®an LTE Rffi560188U-2W9 a 0 - - "a 'WW Nedo L 0 al ! a 0 0 IEnuwn— a 0 0 PONemw1HMG6Medda a 0 e l Y1 0 a Ee—LTENBs52fe a 0 6 tl l a o PS14 Prc4,e a o o G12S Mma DAB scPAMMb z. o Y 1 D _ eTFP 2S,T SMPONLYSNOWNFTYCOG AUMPLMTPLAMTBPEXABBMNBELECTED 0 —ESUC®d Y 0 0-CC1125Wv00K SCPAMod/v Z• 0 0 I - I t Y 0 0 IBBIS BBU C4N Y 0 0 l -A" STEP2: DO YWWANTTO CONFIGUREA STANDARD STANDALONE DC CONVERTER SYSTEM? N I E651 SBUCvd H 644 _0 t ( Y 0 ND1EF110USELECTY ANYNIEGMTFDOC PUlMCOtNER1EROP110(•6 VA.L BE BIPRSSEO 0 SH10 RVUsr Y 0 4'1Y ANGLIARYCFJIBREEWIPIdETIT wLTCR -0 1 t a 1 0 0 6Br4wucC Y 0 0 TI03 SND a 0 0{- { tl 0 .f-!Yto Sbcemvmr Y a o H, D - E BTorALusER SPEGFEDwAT'ra:u-9a 0SITE SUMMINGSHELTER DATA: S96a3B41SELECTSREENCLOSURETYPE6®S: - ODfER.' - OlY WAfuT RYbIIHd4 YOU Y WA08 A5R-0Ot a 0 O�Y - USERSPECFEDACEWNPYENT wLiaG¢ We ISPECOYTOfALFLWRSPACE I80UARE FEE77: 0 '0 Hail /' H 0 10 EOS ISONEOYUK a 0 -0 0 bA0(Bml Y 0 M PEP MWRID CaMge Y 0 0 0 o _ wRm1 Y 7 o v o STEP e: ENTER SRE HYK SYSTEM DITA: o-{ Rantq 1 4 1 0 o IPRVIBeetMU(EBtt) a a a D o'1 eo eeeazt H 0 1•GENERCEOYVOl1m a .! SO -a o 11w w ON o f W" H o o E1EIactAdw4nG440v 1- a I a v SPEDIFYIMOA'mtMLCOONe uNITATNTLR: NYAO a •2 0 .00 lim a l 0 6 (;FnEd+c RETCOnwn 7 es 7 o v v aPECDruroIWDUALcvpe,D UOrA74nR: am4ticelwrr 4q. -NA• 1 a {- Km S]0(W) Y o .v DENFRC RBAIr sPEctH>'ixDIYDOALcoek,a uxlrcNnx _ e 1 ea D4RB) 1 a1 o -1"cer•ERc snb<a Dra]a a- 1 m a D SPECIFYQICIVOUALCeeImuNITCMTtit - _ a I 4K]o Me(I.) {"A o 0 �G�cEN�ER�C TLusyvem 7' Y o LR: v a WECIFYmDIVD—CwmguNN1CNT 0 HB6.421 I. a-1 0 �0 IGENEFOC—UBtery CDC) 1-" Y a T1-USER61FLDIED"* 0 BPECIFYWOMOUALCOPInB UNRFNTLR: 0 Flu Bl4 F151 Y { 0 0-1NW80 'Y 0 :-I?inr.e;lWS: ,1��0 0 SSNAA I"Y. 0 0{G4m 2911 I 'a '7 0 METIIERESD¢HYKHEATDIOUNIT87=p-� ON e40UT I. - - Redla Needs —we-MINIS 6 - B]OAHNA 1 a 0 RRUStI 1' a ' o .v I - 00cv)B25AHFB 1' H- o o FlA-t2Cebnl i' tl a TOTALSPECIFEOSITew— 10.TON9 EST TED WAD REWrE21ENT: &IONS COGDIG 0 RRIE12•A2 1 a' a 6 eSCYegsev)BTAAHD ' 'a { 0 0-.FLK-tBCel— { Y 0 t wtul;nw. 1 'Y 0 'o !. OwDNd B?e98A1Fs Y v 0 Ft0t31Cedlet 4B o o ".032 WO I 4B 0 a - DwS-Slvt4 a 0 FNenG•n_wMr_Gn_ConiNIL4BELECTEO USER NEEDS TO VERIFYGENERATOR RUN—Rie �0 j RRW 0363 1 a 0 0 Ae6 OWBaMBSOBAMCB =Y 0 15 9 WOTEDTKROUGXSMARTCONTRO l— .0. RRUSY02DSS=5 j Y 0 '0 Srab A15]9 ptAEWB 1- Y• 0 •0 Commampo4BVO1rOC CaNlPSLOMl+b241 a 0 DC LOADSFORSHELTERENVUIOMENTALSYBTEMSMEAUIO WLYADDMTOTHE B i. R3UK15m l a 0 0.I NrSre'TnevM81 LB1lIBTBPNIBBA •ea 0 DC PLANT LOAD -S t r-_RLUll.1580 I a aH 0 AvSVW "AWK i'H-' 0 '0 RR11a28 BO6 H' 0 0 { DndnA iY- 0 Rdla7e81] ! a'1 0 0 AVSCse M4ANTAEOK H 0 8TEP 6: ENTERSITE ITPTKRIARY GENERATOR DATA: a M' RWa181314 i a I 1BH 6 1. • AeSUM ei7AE010 { Y 0 DOEO SRE MAYEASTATONARYGENERATOR? T' OC (ENERATQ19�p(W7: QO 0 i 1'HtU.mw a 0 0I ADS —ISAEW ESTKWTEOCMACRYREOUIRED: t6 NW OENBE7 CAPKmE%CEEOEO 0 !.' smusuB26 I• tl-{ 0 .0 I- AvSt N AZOW 0 1 J-2.2.9 1 a 0 -0_I Wvo)n7TANWN a' 0 STEP is ENTER SRE BATTERYCONFKSORAl10N OAhl• 0{ RSt184aD 88913 ! Y 1 0 0.1` 'Wf DB BISDBMDI Y` 0 SELECT e01GWSTR040-MRYCAPACRY(M): fm 0 { R4U80M—mas I a 0 "0 1 U�rsaI DB MAAnT/SaG10MOW -Y 0 sPECFYTOTAL WAtmttOF SATTERrsTRww: 2 o f RRUSaa3Sz.e6 a - o TDTALBREI]ATTEITYCAPKmWO: Qa o 4 RN15um646 I a' D xD :"moeRD mnEmuPKm RLQ BEEN pECFiSo. v i o2H Ba.Bea { Y a rDTEt2Valro—OCKM--4—w+P7ta•c d' AR—to INCURS I (61TEGENSEIT 0 1 AR Latrobe I a 0 0 _ t641 B2MBSB N I 0 -SITESY4ITHSTATiDNARYGENSETS 0 _tPRIHi08SS12 e a 0 •Ep,49M,MVa DCPO peQ20a6)epupped Mg200 Beee?d'xNYDDtraeYBdOerabwroDaMvM2Berrv4 .0 I LPRJ442082°JBee ol1HANEaOedea o RRIS2m3814 Y D •At Ognbg6aeWqbgayGC plrte OvpmeyegJlped wgea34ryd4mrecloYnen Qm Glgv)eOM YodwmpeaMTYu] .0 t M8a80a 1 4B 0 11e0esof 1HAXOeeenu B 872 T'�Y:I 0 WR.ALLSRESHOUTASTATgINM MI YGENSET MS B11 'a 0 -610•pe on0ulereawg41wvo10everyroerw. 0 RNB60.T BT1 1 a• 1 0 •0 (' RRUS44H B?R88 Id 0 0 { AR8184 BTl DKI541D•MIB In WON mmrO 1 a 0 57EPOWEN CALCULATWN T00.-VERSIONSIB•FabNery i.3024 0 1- WonRedo { a" 0 ANYWESMMSPLEASE6G4TKTRICKEADGER0(RBB0209AWX010 '0 1 Pedv4486 BT1D { a 0 - -. a.� r .R0144B1 AnOwcoRdDAx2R t a aM ,RRUamaaBl2DmwM a 2ser D.-7.:RW4HSA5(aUPluRoba a a '2 > a FRUam@,88818 o- {MM1a B11D •a 0 o _tRR)uwel4.Bn 1 Y v o.T- AaMlz DrrD.DnM t.a 0 SITE DATA INPUT N.T.S. SITE NUMBER: SINY001763 AT&T �+m �•} a ® SITE NAME: 1040 B HORTONS LANE ��OF NECyIp ` �71 1 1�1 L 1 �s• iQ Tr I r1 J 9= SITE INPUT DATA AT&T y (2024 UPGRADE) � � ; 10 CHURCH CIRCLE dr 1040—B HORTONS LANE wF0 gDF1.11 °Pia° SITE NUMBER SHEET NUMBER REV Vt825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 o w/ta/s4 MUM MR IWAEW SHA . 0S 60 WEST AVENUE ANWOUS• MD 21401 IRVING, TDUAS 75038 SUFFOLK COUNTY SINY001763 E-1 0 WAYNE, PA 19087 1-855-669-5421 REV DATE DESCRIPTION BY NOTES: AT&T GROUNDING STANDARDS TO REFER 100 1. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS ATT-CEM-23001 BELOW GRADE. ATT-TP-76416 /2 AWG GROUND CONDUCTOR ATT-TP-76300 2. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) ATT-CEM-18002 SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND FROM ANTENNA'S (TYP. EACH UNIT) ATT-002-290-531 CONNECTIONS. (ATTACH PER MANUF. SPECS) ATT-002-290-701 3. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS THE NEC. BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALUC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. f2 AWG \\\ \ 6. ANY EQUIPMENT, BOX, SKID TO BE GROUNDED AND DOES NOT HAVE A \\\ \ DESIGNATED GROUND CONNECTION SHALL BE DRILLED AS NECESSARY TO N CONNECT A GROUND WIRE. REMOVE PAINT IN AREA UNDER LUG. APPLY 2 AWG GROUND CONDUCTOR \ \ \ 'ANTI-OXIDANT COMPOUND AND CONNECT WITH TWO-HOLE, COMPRESSION FROM RRH'S (TYP. EACH UNTn �\\ LUG. (ATTACH PER MANUF. SPECS) (2 , \� 7. GROUND BARS SHALL BE TINNED COPPER AND SHALL BE ENGRAVED OR IMPRESSED "STOLEN-DO NOT RECYCLE" AND/OR 'PROPERTY OF AT&T", RAD CENTER s 92'-e RAO CENTER O 82'—D" ETCHED OR STAMPED WITH SITE FA LOCATION AND SECURED WITH f2 AWG GROUND CONDUCTOR EXISTING MASTER —__ __� ANTI-THEFT HARDWARE.FOR EACH SURGE SUPPRESSOR GROUND BAR ❑ (ATTACHE PER MANUF SPECS.) 8. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING FOR GROUND ELECTRODE SYSTEMS. � I TESTING SHALL BE IN ACCORDANCE WITH IEEE STD 81. I 9. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND ANY OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHAD. STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO OR LESS THAN TWICE THE BURIED LENGTH OF THE RODS. 10. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO STS EQUIPMENT. { v 11. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. O O \\\\ NEW SECTOR GROUND \\\\ 12. EACH INTERIOR COMMUNICATION CABINET FRAME/PLINTH SHALL BE BAR (TYP,) \\\ ELECTRICALLY ISOLATED FROM GROUNDS AND SHALL BE DIRECTLY \ \ CONNECTED TO THE CELL REFERENCE GROUND BAR WITH 6 AWG OR O \\\ LARGER STRANDED, GREEN INSULATED GROUND WIRES. RAD CENTER O 92'-0" � 82'-D' RAD CENTER O 82'-0' \ \ \\\\ 13. GROUND WIRING INSTALLED OUTDOOR EXPOSED SHALL BE 60OV, GREEN RESISTANTO �\\. ANNLEAL D, TINNED, RLUN-TUUNNEDLISTEDECLASS THWOB OR CLASS ITHWN OR STRANDED COPPER, SIZE 6 UNLESS OTHERWISE SPECIFIED. 14. GROUND RODS SHOULD BE SPACED AT APPROXIMATELY TWICE THEIR LENGTH AS PER ATI-TP-76416 SPECIFICATIONS. GROUNDING LEGEND MECHANICAL CONNECTION EXOTHERMIC CONNECTIONS � SECTOR GROUND BAR REUSE EXISTING SITE ——— GROUND WIRE TOWER GROUNDING ANTENNA GROUNDING PLAN SCALE:3/4'=''-0" ('1x1') EQUIPMENT GROUNDING PLAN SCALE 1/4"='-0'(11x17) 2 0 ,5' 1' 2' (OR) 1-1/2'=1'—O'(22x34) 0 2' 4' (OR) 1 2'mi'—O' (22x34) SITE NUMBER:SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE FNEbyyOq GROUNDING PLAN AT&T s m a rt io Try I o n z (2024 UPGRADE) MY n w 1040-B HORTONS LANE w� *419 a 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE SURE 120 SOUTHOLD,NY 11971 o goFa n' Pee SITE NUMBER SHEET NUMBER REV 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TEXAS 75038 0 04/13/24 ISSUm FOR RENEW SHA ess10N WAYNE. PA 19087 1-855-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 G-1 0 USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P""A" "1.) WITH 1" HIGH LETTERS. 4"X1/4" SOLID COPPER BAR G EXTERIOR GROUND RING, PARALLEL EXOTHERMIC WELD (CADWELD® THERMOWELD0 OR 3 AWG SOLID, BARE, TINNED EQUIVALENT). o ° 00 UTILIZE EXISTING GROUND A COPPER GROUNDING o ° oI 0 CONDUCTOR NO "T" (90')—WELDS ALLOWED. p o 0 oA° o ° ° BAR ON WALL OR TOWER. p IF EXISTING GROUND BAR NO SLAG OR INSULATOR Po ° o o IS FULL THEN CONTRACTOR DEFORMITIES ALLOWED ®o 0 ° SHALL PROVIDE A NEW GROUND BAR TWO—HOLE, LONG BARREL COMPRESSION LUG WITH / #2 STRANDED COPPER CONDUCTOR AND GREEN MINIMUM BENDING J THHN INSULATION TO GROUND BAR. ROUTE O O QO O O QO QO RADIUS 6 INCHES, CONDUCTOR TO MASTER GROUND BAR. AND (12 INCHES PREFERRED) CONNECT WITH TWO—HOLE LUG. O O O O Qo Qo Qo Qo TYPICAL EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN II]FNTIFl(`ATION TAC: ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND BRANCH, 2 AWG SOLID,---- DESTINATION. 4G'4R /0TO GROUND RING VIA BOTTOM BARE, TINNED COPPER OUND BAR AND INTERMEDIATE SECTION "P" — SURGE PRODUCERS ROUND BARS AS REQUIRED. GROUNDING CONDUCTOR CABLE ENTRY PORTS (HATCH PLATES) GENERATOR FRAMEWORK (IF AVAILABLE) TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND +24V POWER SUPPLY RETURN BAR (#2) J —48V POWER SUPPLY RETURN BAR (#2) RECTIFIER FRAMES TYPICAL EXTERIOR GROUND RING CONNECTION NOT TO NOT TO NOT TO 3 SCALE � GROUND BAR SCALE2 SECTOR GROUND BAR SCALE MAINTAIN (3) EXPOSED INSPECTION WINDOW IN BARREL, MAINTAIN (3) EXPOSED CLOSED BARREL, REQUIRED FOR THREADS MIN. (TYP) REQUIRED FOR ALL INTERIOR THREADS MIN. (TYP) ALL EXTERIOR TWO—HOLE TWO—HOLE CONNECTORS CONNECTORS TYPE HS TYPE 2—YA-2 TYPE XA 1YPE YA-2 TYPE @Y NUT (TYP) HEAT SHRINK (CLEAR) NUT (TYP) BLACK HEAT SHRINK UV RATED S/S SPLIT WASHER (TYP) GROUNDING S/S SPLIT WASHER (TYP) GROUNDING CONDUCTOR CONDUCTOR S/S FLAT WASHER (TYP) S/S FLAT WASHER (TYP) "NO OX'. (TYP) _ GROUND BAR "NO OX" (TYP) GROUND BAR BOLT (TYP) BOLT (TYP) � E 111111E NC TYPE SS T'PE GR�"' BURNDY TWO HOLE LUG WITH LONG BARREL FOR #6 BURNDY TWO HOLE LUG WITH LONG BARREL FOR #6 STRANDED OR EQUIVALENT STRANDED OR EQUIVALENT BARE WIRE TO BE "NO—OX" AT BOTH ENDS BARE WIRE TO BE,"NO—OX" AT BOTH ENDS TYPE@TYPE TYPE Gr NOTESs NOTES: 1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL. 1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL. 2. COAT ALL SURFACES WITH ANTIOXIDANT COMPOUND BEFORE 2. COAT ALL SURFACES WITH ANTIOXIDANT COMPOUND BEFORE NOTEDMATING. MATING. 1. ERICO EXOTHERMIC 'MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR 3. ALL EXPOSED EASILY ACCESSIBLE GROUND BARS SHALL BE 3. ALL EXPOSED EASILY ACCESSIBLE GROUND BARS SHALL BE SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. TAGGED "DO NOT DISCONNECT'. TAGGED "Do NOT DISCONNECT". 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. 4. COAT ALL BARRELS WITH ANTIOXIDANT BEFORE CRIMPING. 4. COAT ALL BARRELS WITH ANTIOXIDANT BEFORE CRIMPING. NOT TO NOT TO NOT TO CADWELD GROUNDING CONNECTIONS SCALE 4 INTERIOR GROUND BAR LUG SCALE ) EXTERIOR GROUND BAR LUG SCALE 6 SITE NUMBER:SINY001763 AT&T �m��voa SITE NAME: 1040 B HORTONS LANE S�oFNFwro9• GROUNDING DETAILS AT&T S m art hn k Try I o n 4, _ (2024 UPGRADE) p 1040-B HORTONS LANE Z"FA�"431-; ° SITE NUMBER SHEET NUMBER I REV 10 CHURCH CIRCLEHILL0 04/13/z4 ISSUED FOR REVIEW sHA gOpess+oNP 60 WEST AVENUE ANNAPOLIS, MD 21401 1825 W. �G TXAS 5E3 SUITE 120 SOUTHOLD,NY 11971 WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY REV G-2 0 K Sector A 17 -77- z: 7 R A L- 1�41 J" Tj .—J M-AWIL S� pa"!sm OR i3.3d p=wwn hasia 44 gyp - �.-y,�: - , Fr- FT RF PLUMBING DIAGRAM ALPHA SECTOR SITE NUMBER: SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE A"o NE PLUMBING DIAGRAM — ALPHA SECTOR (2024 UPGRADE) 00 T r I o n .1. Szm AT&T ��smartl i n k 000 07-T. 1040-B HORTONS LANE .1914 SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE . 740 3 1825 W. WALNUT HLL LANE, SUITE 120 SOUTHOLD,NY 11971 1 0 ID4/13/241 ISSUED FOR REM le I 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TE)LAS 75038 SUFFOLK COUNTY SINY001 763 RF-1 0 WAYNE, PA 19087 1-855-669-5421 REV I DATE DESCRIPTION �sfl Sector B L va offammsai' - 7-7 ' a;,G a I a-m- mmmmm— a 01- L i A4 EMENA RF PLUMBING DIAGRAM BETA SECTOR N.T.S.d SITE NUMBER:SINY001763 AT&T SITE NAME:,1040 B HORTONS LANE 0 Ne PLUMBING DIAGRAM — BETA SECTOR (2024 UPGRADE) i�smartlink Try ) ' i AT&T os�"O.o a 1. jl — - --r oo. 1040-B HORTONS LANE 4.1s22 SrTE NUMBER SHEET NUMBER REV 10 3. 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE. SUITE 120 SOUTHOLD,NY 11971 - 04/13/24 IMIED FOR RENEW oFc stON 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING. TIDLAS 75038 1 SUFFOLK COUNTY SINY001763 RF-2 0j WAYNE, PA 19087 1-855-669-5421 — IREV I DATE I DESCRIPTION BY [ Sector C ­3 J- A� L T T AM.m.m LIM "'47A Ee: WA Im wis F RF PLUMBING DIAGRAM GAMMA SECTOR N.T.S. d SITE NUMBER:SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE SOV Ne yO PLUMBING DIAGRAM — GAMMA SECTOR AT&T smartlink Try lon (2024 UPGRADE) 1040-B HORTONS LANE sFoq4.19 4 S SITE NUMBER SHEET NUMBER REV 0- h/1;3/24 ISSUED MR REVIEW 104 1 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SURE 120 SOUTHOLD,NY 11971 'e -" —3 60 WEST AVENUE ANNAPOLIS. MID 21401 IRVING. TD(AS 75038 RIF 0 WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV I DATE DESCRIPTION �By I - SINY001763