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HomeMy WebLinkAbout50965-Z a°F SOOryo�D Town of Southold * * P.O. Box 1179 c� 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47011 Date: 04/30/2026 THIS CERTIFIES that the building Wireless Modifications Location of Property: 1040 Horton Ln Southold, NY 11971 Sec/Block/Lot: 63.4-10 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/03/2024 Pursuant to which Building Permit No. 50965 and dated: 07/18/2024 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: Modification to existing wireless communications tower for AT&T as applied for. The certificate is issued to: Cubesmart LP Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50965 2/25/2026 PLUMBERS CERTIFICATION: "WL I Aut o ' ed ignature suFF TOWN OF SOUTHOLD Of BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • ryh SOUTHOLD, NY LOOP, 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 *pF SO(/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 Southold,New York 11971-0959 ��yCOUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Cubesmart LP Address: 1040 Horton Ln city: Southold St: NY zip: 11971 Building Permit#: 50965 Section: 63 Block: 1 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Hackensack Electrical License No: 15242ME SITE DETAILS Office Use Only Commercial X Indoor X Basement Service X Solar Residential Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures CO Detectors Heater Main Panel 200 A/C Condenser 2 Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: (15)RRH Radios, (4)220 20A Disconnects in 400A ATS 44 Circuit/43 Used Notes: Cell Tower, New Radios & HVAC AT&T Inspector Signature: Date: February 25, 2026 pP SOUlyolo # # TOWN OF SOUTHOLD-B.UILDING DEPT. cou 631-765-1802 "0 INSPECTION lu [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ . NSULArrTIO,�N//CAUL 0 KING FRAMING /STRAPPING ] FINAL WI'u4M 70a� FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OVMAU VA 1p COA �4 tvnnPQ.be 4�, 4�� A�� L _u DATE INSPECTOR OF SOUTyOlo "'� * # TOWN OF SOUTHOLD BUILDIN DEF4 lou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [`,}y ELECTRICAL (FINAL) [ ] CODE VIOLATION- [ ]' PRE C/O [ ] RENTAL REMARKS: klpjeff ()IJ)(L r.,1A J112PUA ) 141711 ­u - r ft 4wO' le A (7j'<7 lofo -�ec4foll r, DATE INSPECTOR 15aq(as- OFFICE LOCATION: QF SO(/ry MAILING ADDRESS: Town Hall Annex ��� OHO P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 G Q www.southoldtownny.gov c0 u�m, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: April 28, 2026 Re: Planning Department Report AT&T Upgrades at 1040B Hortons Lane . 1040B Hortons Lane, Southold, NY SCTM#1 000-61-1-10 The Planning Board has found that the requirements of the above-referenced AT&T modifications and up-grades have been completed based on the site inspection made April 28, 2026. The improvements are in compliance with the General Requirements of §280-70 and the Planning Department Report dated July 18, 2024; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. S _t APR 2 9 2026j MELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) ------------------------------------ C v) FOUNDATION (2ND) O ROUGH FRAMING& PLUMBING H r 0 �r Q � INSULATION PER N.Y. "3 STATE ENERGY CODE Recoiec G P2 J lb v all lat FINAL 3 i n '11 AV' a ee_c_' Ot '� 6'lgnn ADDITIONAL COMMENTS -7iav1a4 Pd IUD aL # losoyD -7 -2 - 49- re ce l l o aL o -t _7-1 — 2,S C.�v�1- Le, arcZ halos c - m k x H x d r� b H ` �OSUFFQLkCO TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 r o� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT Q For Office Use Only 202 Building Ins PERMIT NO g Inspector: � P ePs�ent Applications and forms must be filled out in their entirety.Incomplete JOU116 rt 0®southotd 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 3 v 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 ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $25,000 Will the lot be re-graded? Dyes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:EXISiting 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 8 No IF YES, PROVIDE A COPY. 8 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. APPUCATION 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 210AS of the New York State Penal Law. Application Submitted By(print name):Lisa Ann Bera BAuthorized Agent []Owner Signature of Applicant: �yQDI�'�)�I�' Date: 5/22/2024 STATE OF NE -Y�) �g��f= Kathy A.Faulkner SS: Notary Public,State of Maine COUNTY OF \ ) My Commission Expires March 25,2028 yrc7�I' ee7 (/�- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named,,/ -per (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me thisIrn G � A,�U)Lw,( day of 2 0 Notary Public df See attached.landlord.notarized PROPERTY OWNER AUTHORIZATION (Tower Owner) (Where the applicant is not the owner) I, residing at do hereby horize 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 AT&T LETTER 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 I ad538vC&att.com STATE OF �A I aY) COUNTY OF 1 BEFORE ME,a Notary Public,on this day personally appeared Amanda DeRosia the above signed, who,under oath,stated the following:"I hereby certify that I am the owner,or duly authorized agent of the owner,for the purposes of this application;that all information submitted herein is true and correct." >t�a SUBSCRIBED AND SWORN TO before me,this the day of s DEIMEESE-I&MAMCchtgpJan {� 2024. Notary publk-StCounty of LiMy Commisslon EWActing In the County MAILING ADDRESS: PLANNING BOARD MEMBERS ��QF SO!/T P.Southold,OoNY 11971 DONALD J.WILCENSKI �Q l� Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY �Q 54375 State Route 25 JAMES H.RICH III �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCOU � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM J UL 1 8 2024 To: Michael J. Verity, Chief Building Inspector Building Department From: Heather M. Lanza, AICP, Planning Director Town ®f Southold Date: July 18, 2024 Re: Planning Department Report Wireless Upgrade: AT&T at 1040B Hortons Lane 1040B Hortons Lane, Southold, NY SCTM#1000-63.-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) Town of Southold,. New York CkysCagm CON S U LTA N T S , 1 NC. Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 12, 2024 Mara Cerezo,Planner Town of Southold Annex Building 54375 Main Road Southold,NY 11971 PROVIDER/ID/NAME: AT&T/ SINY001763 / 1040 B Hortons Lane ADDRESS: 1040 B Hortons Lane LATITUDE: 41.065583 N LONGITUDE: -72.432667 W SCTM#: 1000-63.4-10 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold("the Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town,has considered the merits of the above-referenced application submitted on behalf of AT&T Mobility ("Applicant")to modify its equipment on an existing ninety-five(95)foot unipole (aka slick stick) concealed tower. The tower is located at 1040 B Hortons Lane, Southold,NY 11971,see Figure 1. Support Structure &Equipment Per the submitted construction drawings (CDs)'the Applicant has equipment at the ninety- two(92)and eighty-two(82)foot levels of the tower and proposes removing all equipment at both levels. It is proposed to install three (3) new antennas and six (6) new diplexers at both levels of the tower. Final tower mounted configuration is detailed it the table below and in Figures 2 and 3. TOWER MOUNTED EQUIPMENT # FINAL Configuration 6 Antennas:CommScope KVVSS-65A-R3 12 Diplexers:CommScope STX61742T-43 24 1-1/4"coax cables 6 DC power cables It is proposed to remove and replace all lines connecting the tower mounted equipment to the ground equipment. On the ground it is proposed to remove and replace remote radio units (RRUs),add diplexers and ancillary electrical equipment all within the existing equipment shelter located in the existing lease area,see Figure 4. 1 CDs prepared by Trylon Rev 0,"Issued for Review"dated 04/13/24,signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-63.-1-10 ��;�� AT&T/ 1040 B Hortons Lane Page 2 C o N s u L T A N T s . I N C . Structural Analysis The Applicant submitted a Structural Analysis Report prepared by Kimley Horn, dated May 1, 2024. The report used TIA7222-H, Risk Category II and Exposure Category C standards and concluded, the tower and its foundation have sufficient capacity to carry the existing and proposed load configuration without modification. The max structure tower rating is 47.8% and the foundation rating is 95.9%. Both percentages fall within the allowable 105% which is determined to be structurally compliant,see Figure 5. Since the existing mounts are being reused the Applicant submitted a Mount Opinion letter prepared by Kimley Horn, dated May 1, 2024. The report concludes the mounts are sufficient for the proposed equipment change,see Figure 6. RF Exposure Safety The Applicant has on file a letter dated August 7, 2013 stating AT&T will comply with all FCC rules regarding human exposure to radio frequency energy and AT&T will comply with all FCC rules regarding interference to other radio services. Summary Approval Recommended Cityscape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR §1.6100(c) and Cityscape recommends approval of the application. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, Cityscape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, l Elizabeth Herington-Smith VP/General Manager Cityscape Consultants, Inc. Town of Southold—SCTM#1000-63.-1-10 ���`�� AT&T/1040 B Hortons Lane Page 3 C o N s U L T A N T S I N C . 0 DeLonne Street Atlas USA®2009 1` .% `+ + •,, 1.-.� L� r�9a \•. 111%%% H..ea..nw South �\ \•\4° spy ��� oF�s'j/ '� \ \+\L\'\`3J \;`- 25 -Rg ./ cif q• y�c/'- \.- o� `��i �o Pa` i I 25 / QQ �i Data use subject to license. ft O DeLorme.DeLorme Street Atlas USA®2009. 0 180 360 540 720 900 www.delorme.com MN(13.7°W) Data Zoom 15-0 Figure 1 —Site Location Maps Town of Southold-SCTM#1000-63.-1-10 /��;`�� AT&T/1040 B Hortons Lane c Page C 0 N S U L T A N T S INC . TOP OF EXISTING STEALTH POLE IEV.O 95'-0" S�TO_�P OF NEW AT&T ANTENNAS �E1hY.O 64 0 t AGL _ OF NEW AT&T ANTENNAS EIEY.O 022 0 t AGL T�DP OF COMPATIBLE CYLINDER �ELEY.0 85'-0't AGL Z (NE))W AT&T +TOP�OF NEW AT&T ANTENNAS_� ANTETItL�S ��—�� ELEV.O W,0:AGI — — (6)STX6174ZT-43 DIPUD(ERs OF NEW AT&T ANTENNAS EIEV.O B2T-0"3 ACL i ��TOP OF COMPATIBLE CYLINDER �EL.EV.O 75 0 t AGL i I� _$T_ P�OF COMPATIBLE CYLINDER 1 q ELEV.® 60t AGL — + Il STOP OF COMPATIBLE CYLINDER , V ELEV. O 55 t AGL it'ylIlI II i TOP OF COMPATIBLE CYLINDER ' ® 45 OtACL (3) 18 PAIR FIBER TRUNKS (24) NEW AT&T 1-1/4'COAX CABLES (6) NEW PWRF-606-5 30' LONG DC TRUNKS USING EXISTING CABLE ROUTING ON SMOKESTACK EXISTING 95'-0' STEALTH POLE i i i ----� REUSE EXISTING SITE i TOWER GROUNDING ------------------------------------------ SCALE:3/32'-V-0'(11■17) . 0 3' S 12' (OR)3/1C-V-0'(22.34) I I —_ Figure 2—Tower Elevation Drawing Town of Southold-SCTM#1000-63.-1-10 ckyscape AT&T/ 1040 B Hortons Lane Page 5 C 0 N s U L T A N T s , I N C . t11°fi'R s IiYOND'-1pb" f)mi,i M,�,.lM) f(A,P O.) f"OP t:WII-•L-.)t q (NR fY,lal ta,a!p q r! (rA.a t R yicrip ( _.__._., ixrui,•9{rlr.>r loi�W (,) r!oiws On.a r IiX fit,iq � (q b.s.uM lou 4�''>Jj b•r s)un,ra[ t_ "' �� 1q OVSrW YN pIL96 ((il U6„O ON iI,OW (.1,P u•r f,)N«il-N W(W. x ro t IOPm teliL]-P)ro■iOP1D fIVID4(l,a.f/]q YClgp (IV. i IOI tu]p9 (,iR V i rq RQOq fRCD6(1YI.P i IU YiA) by 514 n0,1 b1 S1W.O,L tP'L u0ri+�b.� EXISTING ANTENNA PLAN �^ ^ 1 PROPOSED ANTENNA PLAN Figure 3—Existing and Proposed Equipment Configuration rn..RN«W i4i,i b�iip0)'iW°rt�'wywab0 rn to u•,il•i w,lw.a,ra,,a!a!o (m,d,p{LTY) >aia•1 ()nu]I�4N _ . 1 (p( v i(rn) SAC Wi (3) (M.O 1 101 Y-.n ..r ro�!mmio ma•a,ra emq �"r`ir i uN E%i-("e-'o-iaii..,s.iv m ri±i - fl n��a•�«�.w {�1(q c.�•!.x...T t___J,��J�. O�MiDf�,4Km W a�[ WS,R•� Oie-':e�w-iut van b11PUrf YO,M!iD W GY,[ �n u VY.'i✓1.V4 l,la-�i tQ MSiMV V!)M v�i Vni ca.ti,i 16W W 4•J-l:!WYtf (•)VS�`c H«ItK I Naa,] 1,)asn....t rtm.� 1>)�a.�.r•i Qp®W O O O O rn!O-W rr0,r1 Y,Mr ro R,oP6 Jz O O (i1sK!>-«-«-n«w nsR W4 n i O O tilfN BYO�r•, (,)EW�fYl6 O O O O O p O O f�l,us�+c ec,r•�e�m-tl a.w w o iol nommW�,m EXISTING EQUIPMENT LAYOUT NEW EQUIPMENT LAYOUT ---- Figure 4—Existing and Proposed Ground Configuration Town of Southold-SCTM#1000-63.-1-10 ckyscape AT&T/1040 B Hortons Lane Page 6 CON S U L 'I' A N T S . I N C . Kimley>>)Horn of Now York,P.C. Smartlink Group,LLC Kevin Fraleigh,P.E. 10 Church Circle 3875 Embassy Pkwy#280 Annapolis,MD 21401 Akron,OH 44333 (508)572-1187 (216)505-8256 Date:May 1,2024 K•H Project#:KHCLE-54844 Comprehensive Structural Analysis.Report Carrier Designation: AT&T USID: 141131 FA Number: 10111678 Client Site ID: SINY001763 AT&T Site Name: 1040-B HORTONS LANE Analysis Criteria: Code Requirements: ANSI/TIA-222-H,2018 IBC,ASCE 7&AISC 360 Ultimate Wind Speed:128 mph w/0"Ice Wind Speed w/Ice:50 mph w/1"Ice Site Data: 1040-B Hortons Lane,Southland,NY,11971,Suffolk County Latitude 41.065583"N,Longitude 72.432667°W AT&T Market:NYC/NNJ 94 It—Concealment Monopole Lauren Groppi, Kimley-Hom of New York,P.C.is pleased to submit this"Comprehensive Structural Analysis Report"to determine the structural integrity of the above-mentioned structure.Please do not hesitate to contact us for assistance with this or any other projects. The purpose of the analysis is to determine acceptability of the structure stress level.Based on our analysis,we have determined the stress level for the structure,under the following load cases,to be: Existing+Proposed+Future: Proposed Tower Rating: 47.8% Pass Proposed Foundation Rating: 95.9% Pass This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2018 International Building Code.Applicable Standard references and design criteria are listed on Page 2—Analysis Criteria. OF NEWY ooa CO T Respectfully submitted by: a o03 I • }}p�� spa m `sip W Zachary A.Medoff,P.E. 2 P.E.Lic.#108486,Exp.08/31/2026 Kimley-Horn Of New York,P.C.COA#80369 s�O,c 108466 5 4 v ROFESS01 421 Fayetteville Street,Suite 600,Raleigh,NC 27601 Figure 5—Structural Analysis Cover Page Town of Southold-SCTM#1000-63.-1-10 Ckysicape AT&T/ 1040 B Horton Lane Page 7 CON S U LTA N T S , 1 N C. Kimley>Morn of New York.P.C. Smartlink Group,LLC Kevin Fraleigh,P.E. 10 Church Circle 3875 Embassy Pkwy#280 Annapolis,MD 21401 Akron,OH 44333 (508)572-1187 (216)505-8256 Date:May 1,2024 K-H Project#:KHCLE-54864 Mount Opinion Letter Carrier Designation: AT&TUSID: 141131 FA Number: 10111678 Client Site ID: SINY001763 AT&T Site Name: 1040-B HORTONS LANE Review Criteria: Code Requirements: ANSI/TIA-222-1-1,ASCE 7&AISC 360 Ultimate Wind Speed:128 w/0'Ice Wind Speed w/Ice:50 mph wl V Ice Site Data: 1040-B Horton Lane,Southland,NY,11971,Suffolk County Latitude 41.065583'N,Longitude 72.432667'W AT&T Market:NYC/NNJ Existing Concealment Mounts 92 it&82 ft—Mount Elevations Lauren Groppi, Kimley-Hom of New York,P.C.is pleased to submit this"Mount Opinion Letter"to assess the acceptability of the loading addition on the above-mentloned antenna mounting configuration. Please do not hesitate to contact us for assistance with this or any other projects. Per our review,the proposed equipment does not constitute a changed condition per Chapter 15 of ANSI/TIA-222-H. Therefore,the addition Is deemed aufficlen pursuant to the referenced criteria. This mount opinion letter assumes the original mounts were desianed adequately and In conformance with all coda requirements. OF NEw., D—s 5_' 6NpRY mk OR'i' T� D+ OR SU E�6 D: m w Respectfully submitted by: �pA ro e 5� Zachary A.Medoff,P.E. ROAESSIONP P.E.Lie.#108486,Exp.08/31/2026 Kimley-Hom Of New York,P.C.COA#80369 421 Fayetteville Street.Suite.00 Raleigh,NC 27601rrr Figure 6—Antenna Mount Opinion Letter Town of Southold—SCTM#1000-63.-1-10 CkyScape AT&T/1040 B Hortons Lane Page 8 C o N s u L T A N T S I N C . aw To; Town of Southold Planning Department From: Robert Kohimann Professional RAN Engineer.New Cingular Wireless PCS,LLC('AT&T") Daft: VJ2013 Rc: New Cingular Wireless PCS,LLC('AT&T") Proposal for public wireless lelecommunicalions facility at Premises:No Number Traveler Street.Southold,NY SCTM#:1000-6:all—110 To Whom It May Cotnoam: This shall serve to confirm that the frequencies that will be used by New Cingular Wireless PCS. LLC ('AT&Tq. (Transmit 1965-1970 MHz. 869 •860 MHz, 8W -891.5 MHz, 740-746 MHz, Receive 1865-1890 MHz,824•835 MHz,845.846.5 MHz,710-716 MHz)In connection with its wireless telecommunications installation at the above-Witioned as exists and as modified will not interfere,disturb or diminish any emergency communication systems,or any lawfully operating radio,television,existing cellular telephone systems and/or reception of similar signals for nearby properties.In the event that AT&T's equipment does cause rnoasurabte interference to any of the previously mentioned services,AT&T shalt use diligent efforts to remediate such interference. AT&T will comply with all FCC rules regarding human exposure to radio frequency energy.AT&T will comply with all FCC rules regarding interference to other radio services. Thank you, Sincerely, Robert Kohlmann Professional RAN Engineer Vol - Figure 7—RF Exposure Compliance Letter MAILING ADDRESS: PLANNING BOARD MEMBERS QE SQ(/fy P.O.Box 1179 DONALD J.WILCENSIU may`' �� Southold,NY 11971 Chair ~ � OFFICE LOCATION: WILLIAM J.CREMERS C& Town Hall Annex PIERCE RAFFERTY ypQ 54375 State Route 25 JAMES H.RICH III �� (cor.Main Rd.&Youngs Ave.) MT HISITME! y��UNTl,� Southold,NY Telephone:631 765-1938 www.southoldtownny.gov JUL 1 8 2024 Zd 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 �I( Date: July 18, 2024 Re: Planning Department Report Wireless Upgrade: AT&T at 1040E Hortons Lane 1040B Hortons Lane, Southold, NY SCTM#1000-63.-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 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) Y RIK �.� sma t 10 Church Circle Annapolis, MD 21401v Date:7/22/2024 C E Q U E Town of Southold L� JUL 2 6 2024 Town Hall Annex 54375 State Road 25 Building De garment Town of�outhOld Southold, NY 11971 Attention:Susan Pontino Ms. Pontino, Please find included with this cover letter a check in the amount of$600.00 for the building permit for AT&T Maintenance project located at 1040E Hortons Lane. Please if you could use the included federal express envelope and prepaid label to return the building permit, it would be greatly appreciated. Thank you, smarthn L�saInn Bera Real Estate Specialist II 10 Church Circle 414.403.3103 Annapolis,MD,21401 Lisa.BeraPsmartlinkgroup.com %mv.smartlinkgroup com Link with us. C '` 6 Trylon •®:®o®• j�. E C E U E FCCA LETTER JUL 2 1 2025 July 16, 2025 SaiFtc4trtg Degsa�.snen$ Attn:Wayne Kooser Town of Southold Smartlink 10 Church Circle Annapolis, MD 21401 Site ID: 1040 B HORTONS LANE Site Address: 1040-B Hortons Lane Southland, NY 11971 Site Coordinates: 41.065583°,-72.432678° To Whom it may Concern: Construction at the referenced site has been completed. Our office has reviewed the as-built photos and as-built redlined drawings from the construction team and found that the installation is in compliance with the construction drawings produced by this office, dated 07/13/2024.The as built redlines, dated 06/06/2025, on the drawings have been noted and are approved. The new antennas, RRHs and other equipment shown on those drawings have all been installed in accordance with both the construction drawings and the manufacturer's requirements. If you have any questions or require any additional information, please do not hesitate to contact Trylon. Respectfully submitted by: Cliff Abernathy, PE OF"E�►'yo 9 r 2 In W mans � �Op 70431A �? v �FESSIONP www.trylon.com 1825 W.Walnut Hill Lane,Suite 120,Irving,Texas 75038 1 Town of Southold, New York. C1tySCape CON s U LTA \ -r s . 1 NC , Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 12,2024 Mara Cerezo,Planner Town of Southold Annex Building 54375 Main Road Southold,NY 11971 PROVIDER/ID/NAME: AT&T/SINY001763/ 1040 B Horton Lane ADDRESS: 1040 B Hortons Lane LATITUDE: 41.065583 N LONGITUDE: -72.432667 W SCTM#: 1000-63.-1-10 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold("the Town"), CityScape Consultants, Inc. ("CityScape"),in its capacity as telecommunications consultant for the Town,has considered the merits of the above-referenced application submitted on behalf of AT&T Mobility ("Applicant")to modify its equipment on an existing ninety-five(95)foot unipole(aka slick stick) concealed tower. The tower is located at 1040 B Horton Lane, Southold,NY 11971,see Figure 1. Support,Structure&Equipmerit Per the submitted construction drawings(CDs)1 the Applicant has equipment at the ninety- two(92)and eighty-two(82)foot levels of the tower and proposes removing all equipment at both levels. It is proposed to install three (3)new antennas and six(6) new diplexers at both levels of the tower. Final tower mounted configuration is detailed it the table below and in Figures 2 and 3. TOWER MOUNTED EQUIPMENT # I FINAL Configuration 6 Antennas:CommScope KWSS-65A-R3 12 Diplexers:CommScope STX61742T-43 24 1-1/4"coax cables 6 DC power cables It is proposed to remove and replace all lines connecting the tower mounted equipment to the ground equipment. On the ground it is proposed to remove and replace remote radio units (RRUs),add diplexers and ancillary electrical equipment all within the existing equipment shelter located in the existing lease area,see Figure 4. t CDs prepared by Trylon Rev 0,"Issued for Review"dated 04/13/24,signed and sealed by a New York registered Professional Engineer. Town of Southold—SCTM#1000-63.-1-10 AT&T/1040 B Hortons Lane cKyscap_ Page 2 C o N s u L T A N T 5 , I N C Structural Analysis The Applicant submitted a Structural Analysis Report prepared by Kimley Horn, dated May 1, 2024. The report used TIA-222-H, Risk Category H and Exposure Category C standards and concluded, the tower and its foundation have sufficient capacity to carry the existing and proposed load configuration without modification. The max structure tower rating is 47.8% and the foundation rating is 95.9%. Both percentages fall within the allowable 105% which is determined to be structurally compliant,see Figure 5. Since the existing mounts are being reused the Applicant submitted a Mount Opinion letter prepared by Kimley Horn, dated May 1, 2024. The report concludes the mounts are sufficient for the proposed equipment change,see Figure 6. RF Exposure Safety The Applicant has on file a letter dated August 7,2013 stating AT&T will comply with all FCC rules regarding human exposure to radio frequency energy and AT&T will comply with all FCC rules regarding interference to other radio services. .Summary-Approval Recommended CityScape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore,this application qualifies for streamlined processing at staff level under 47 CFR§1.6100(c) and CityScape recommends approval of the application. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, Cityscape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports,but did not independently verify the calculations,statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, 1 L Elizabeth Herington-Smith VP/General Manager CityScape Consultants,Inc. Town of Southold—SCTM#1000-63.-1-10 ��;�� AT&T/1040 B Hortons Lane Page CONSULTAN •rsINC . D.Loeme StrNtAtlaa USA®2M i% if it e. �'',� `` NJ Ai6T , bu TM ' � SOulhold' .3 "ro s $ .x,e ' Data use mr&ject to license. * 1t 9 DeLemre.DeLome S red A9as USA®2009. ASYI� 0 180 360 540 720 9D0 wo w cMormexam UN(13.7'M Data Zoom 150 Figure 1 —Site Location Maps Town of Southold—SCTM#1000-63:1-10 ����� AT&T/1040 B Horton Lane Page 4 CON S U L. 'P A N I' S , L N C . TVol EXISTING STEALTH POLE `r ET 95'-0' -* - TOP OF NEV my F1EV. W AOL OF NEW AT&T MIIENNAS_ TOP OF•_COMPATIBLE IN . O BS 0'#AGL NAY AT&T +�TOP��OF NEW AT&T.ANI�IMAS. ANiEtlf+lSKWSS- � �E3tY E4T-0 t_JIAGL$ (0)SI%41742F-47 DnMMb TOP OF�COMPAIIBLE CYLIND O ER , EIEV. T 0*ACL I ' II �TOP OFO'COMPATIBL*E FIVER FIOT AG E_ I� ��TOP OF COMPATI8LE MUNGER 4ELEV.O 55 0 t AGL I� i ��TOP OF COMPA1181E CYLINDER ' `�EIEV. O 45 0 f AGL- (3) 18 PAIR FIBER TRUNKS ' (24) NEW AT&T 1-1/e COAX CABLES (0)NEW PWRT-600-5 30•LAND DC11MX5 USING EXISTING CABLE ROUTING ON SMOKESTACK. EXISTING 95'-0•STEALTH POLE I ' i REUSE EXISTING SITE --' TOWER GROUNDING --�« - ---------------------------------------- Figure 2—Tower Elevation Drawing Town of Southold—SCTM#1000-63.-1-10 AT&T/1040 B Hortons Lane CKyScape Page 5 C o N S e L TAN T S . t N C . �.7v..o<w,.n .II�Oan'<oiwn•a.an `� lrc.�r t�iv wn`�Diaao q U►.n.,ate;7 lb..n 1 rP aorta 1�f aiwa[r",n 1,a falu9 n! ` Wn er�arson°o �q oiaia an<.mn `a.ar A+v.m.n.0 [VI[Yt-c[A<Im0 MOiO nl..n!,<(lanl Irw.alNa taao �rl.r.allp+¢oo 1 V•/ �.._rI p1,aCnOrlrYr.Y t".� y .wotle P•,n!,a acvl e EXISTING ANTENNA PUN E ��r'[ I PROPOSED'A 1JEN0/A PUII Figure 3—Existing and Proposed Equipment Configuration ` �,n KAt Yr MN P..n,R flsm0 1 •. ROl ....,r.... A<<IG W � I I N.O wt nn RN YY I I-- •�'--U:1. .•..,r. � fM.n l,w�a.0 i-i�.�1I.nI«r.•e.: }� I �•..'<�r.hr, w IIMY,nO 1 R R'JO ..0 ,n ...�. o wr Yyr�. w�iu m ��wwos�o wTrr9 I pl Y•o•�A •�� �r'aLlo cmo oom ...r+-—� � 1 ' .I 11I..< ttAo ..,.1`i�• T. _.rw. Fil, . tN>mo0 �•nn n.+.ur o ° �.. r Yomarl r 41�ro�rw hRTING ICUIPrEIIt LAYOUT hlr LGUIPrCNT U[GUi Figure 4—Existing and Proposed Ground Configuration Town of Southold-SCTM#1000-63.-1-10 AT&T/1040 B Horton Lane CRYScape Page 6 CON S U LTA N 'I' S ,I I N C . Kimley o Horn at'gevr York.P.C. Smargink Group,LLC Kevin Fralsigh,P.E. 10 Church Circle 3875 Embassy Pkwy#280 Annapolis,MD 21401 Akron,OH 44333 (608)572-1187 (216)505-8256 Date:May 1,2024 K-H Project#:KHCLE-64844 Comprehensive Structural Analysis Report Ca►rterDeslpnaUon: AT&T USID: 141131 FA Number: 10111678 Client Site ID: SINY001763 AT&T Site Name: 1040-B HORTONS LANE Analysis Crltarla: Code Requirements: ANSIffIA-222-H,2018 IBC,ASCE 7&AISC 360 Ultimate Wind Speed:128 mph w/0-Ice Wind Speed w/Ice:50 mph w/V Ice Site Data: 1040-B Hortans Lane,Southland,NY,11971,Suffolk County Latitude 41.065583"N,Longitude 72.4326671 W AT&T Market:NYC/NNJ 94 ft—Concealment Monopole Lauren Groppi, 1 imley-Hom of New Yorh,P.C.is pleased to submit this"Comprehensive Structural Analysis Report"to determine the structural integrity of the above-mentioned structure.Please do not hesitate to contact us for assistance with this or any other projects. The purpose of the analysis Is to determine acceptability of the structure stress level.Based on our analysis,we have determined the stress level for the structure,under the following load cases,to be: Existing+Proposed+Future: Proposed Tower Rating: 47.8% Paw Proposed Foundation Rating: 95.9% Pass This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2018 International Building Code.Applicable Standard references and design criteria are listed on Page 2—Analysis Criteria. Of,Nepp J,, olp Respectfully submitted by: Zachary A.Medoff,P.E. P.E.Lic.#108486,Exp.08/31/2026 2�. ""'r' S ` 4 Kimley-Hom Of New Yak,P.C.COA#80369 O tosses 10 ROFES3lONP�,. .. 1 Rale,,jri NC 2760 1 . 111 Figure 5—Structural Analysis Cover Page Town of Southold-SCTM#1000-63:1-10 AT&T/1040 B Horton Lane c ft,r pe Pagel CONSULT ANTS . INC . Kimlep Horn of New York.P.C. Smadllnk Group,LLC Kevin Fralelgh,P.E. 10 Church Circle 3875 Embassy Pkwy#2110 Annapolis,MD 21401 Akron,OH 44333 (508)572-1187 (216)5054l256 Dale:May 1,2024 K-H Project#:KHCLE-54864 Mount Opinion Uttar CamierDextyna0on: AT&TUSID: 141131 FA Number: 10111678 Client Site ID: SINY001763 AT&T Site Name: 1040-B HORTONS LANE Revfaw Crfterfe. Code Requirements: ANSVnA-222-H,ASCE 7 8 AISC 360 Ultimate Wind Speed:128 w/0'Ice Wind Speed w/Ice:50 mph w/1-Ice Sfte Data: 1040-B Hortons Lane,Southland,NY,11971,Sutrolk County Latitude 41.065583'N,Longitude 72.432667'W AT&T Market:NYC/NNJ Existing Concealment Mounts 92 ft&62 it—Mount Elevations Lauren Groppi, Wmley-Hom of New York,P.C.Is pleased to submit this"Mount Opinion Letter"to assess the acceptability of the loading addition on the above-mentioned antenna•mounting configuretion.Please do not hesitate to contact us for assistance with this or any other projects. Per our review,the proposed equipment does not constitute a changed condition per Chapter 15 of ANSI/TIA-222-H. Therefore,the addition is deemed su8lcle pursuant to the referenced criteria. jt le'mount minion letter'assames the ortatnal mounts wore dsslanod adequately and In cgrn(ormance with all, Fode mouirgmente OF Ntcb{i.r. t? O . w S/ Respectfully submitted by: Op roa�ea - Zachary A.Medoff.P.E. �OFFSStONP� . P.E.Lic.#108486,Exp.06/31/2026 KlrNey-Hom Of New York,P.C.COA#80369 Figure 6—Antenna Mount Opinion Letter Town of Southold—SCTM#1000-63:1-10 ��; � AT&T/1040 B Horton Lane Page C 0 N S0LTAN' Ts INC . at&t To: Town of Southold Planning Department Fran: Robert Kuhlmann Professional RAN Engineer.New Cingular Wireless PCS,LLC(-AT&Tj Daw 6r712013 Rr. New Cingular Wireless PCS;LLC("AT&T) Proposal for public wlieless lolecommunicaliam fac ft at Premises:'1Vo NumborTrayele(Street.Southold.NY SCTMN;10oo—O.-4-4® To Wholn It May Conc*m: This shall sernreto'oonffmt,Ihal,lh9'frequencIes that will be used by-New Cingutar Wirefess PC& LLC (-AT&r). (Transmit 196&1970.MHz.8 9.•-880 MHz,.890 891.5 Mtlz 740-746 MHz. Recoive.1865-1690 MHz:624.835 MHz,645-.80.'5 MHz,.71a711,MHz)In oonnec im with Its wirelessAelecommunlcations,Installatiomat'ttia above-captioned as exists and as modifies win not -interfere 6slurb or d ninlsh any CmOrger"communication systome,or any"i.Aly.opereling radio.IN slop,existing cellular telephone.systems and/or reottption of similar signals for nearby properties.In the event tttet AT&T s,.equigmgnt does cause measurable Intedererxe to any of the prewously mentioned ser Aws,AT&T shall use dib9ani efforts to remediate such interference. AT&T will comply with all FCC rules regarding human exposure to radio frequency energy.ATST will comply with all FCC rules regardng interference to other radio seftes. Thank you. Sincerely,, D/J, 4.11 Robert Kuhlmann Professional RAN Engineer U11 ... .. Figure 7—RF Exposure Compliance Letter �swot,r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD i o z Town Hall Annex- 54375 Main Road - PO Box 1179 o ^+ Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/16/2025 77 Company Name: HACKENSACK ELECTRICAL Electrician's Name: KAMRUL HASAN License No.: 15242 Elec. email: JOSELYN@DCT-INC.NET Elec. Phone No: 718-502-6262 01 request an email copy of Certificate of Compliance Elec. Address.: 120-11 89TH AVE RICHMOND HILL NY11418 JOB SITE INFORMATION (All Information Required) Name: NYCENY1025 Address: 1040-B HORTONS LANE SOUTHOLD, NY 11971 Cross Street: TRAVELER STREET Phone No.: 718-502-6262 Bldg.Permit#: 50965 email: JOSELYN@DCT-INC.NET Tax Map District: 1000 Section:63 Block: 1 Lot: 10 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): UPGRADE TO EXISTING AT&T EQUIPMENT Square Footage: Circle All That Apply: Is job ready for inspection?: YES [:] NO ❑Rough In 0 Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 N Southold, New York 11971-0959 �v � Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/16/2025 Company Name: HACKENSACK ELECTRICAL Electrician's Name: KAMRUL HASAN License No.: 15242 Elec. email: JOSELYN@DCT-INC.NET Elec. Phone No: 718-502-6262 01 request an email copy of Certificate of Compliance Elec. Address.: 120-11 89TH AVE RICHMOND HILL NY11418 JOB SITE INFORMATION (All Information Required) Name: NYCENY1025 Address: 1040-B HORTONS LANE SOUTHOLD, NY 11971 Cross Street: TRAVELER STREET Phone No.: 718-502-6262 Bldg.Permit#: 50965 email: JOSELYN@DCT-INC.NET Tax Map District: 1000 Section: 63 Block: 1 Lot: 10 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): UPGRADE TO EXISTING AT&T EQUIPMENT Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 F12 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets �M, G F I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC ( AH Hood Blower See Amps Have Used Sub Amps Have Used Comments 1 1,9- � � i, 10 Church Circle Annapolis, MD 21401v Date: 5/23/2024 Town of Southold p - 3 2024 Building Department Town Hall Annex D Old BuEe��� 5-0 54375 Main Road Southold, NY 11971 To Whom It May Concern; Please find included with this cover letter the below for the proposed AT&T maintenance project. AT&T will be replacing(6)six of the existing antenna with(6)six new model type antenna. No groundwork being performed and no additional electrical service is required. ➢ Application for Building Permit ➢ (2)two sets of the Mount Analysis ➢ (2)two sets of the Structural Analysis ➢ (4)four sets of the Construction Drawings ➢ Certificate of Insurance Coverage ➢ Certificate of Liability Insurance ➢ Certificate of NYS Workers Compensation Insurance Coverage Please,after your review contact me directly with any questions and when the fee has been established in order to obtain the permit. Thank you, Lisa Ann smartlink Bera Real Estate Specialist 11 10 Church Circle 414.403.3103 Annapolis,MD,21401 Lisa.Bera(@smartlinkgroup corn m8m.smartrinkgrouo cam Link with us. 04 @ 0 €` i Kimley)))H orn of New York,P.C. Smartlink Group, LLC Kevin Fraleigh, P.E. 10 Church Circle 3875 Embassy Pkwy#280 Annapolis, MD 21401 Akron, OH 44333 (508)572-1187 (216)505-8256 Date: May 1, 2024 K-H Project#: KHCLE-54864 Mount Opinion Letter Carrier Designation: AT&T USID: 141131 FA Number: 10111678 Client Site ID: SINY001763 AT&T Site Name: 1040-B HORTONS LANE Review Criteria: Code Requirements: ANSI/TIA-222-H,ASCE 7&AISC 360 Ultimate Wind Speed: 128 w/0" Ice Wind Speed w/Ice: 50 mph w/ 1" Ice Site Data: 1040-B Hortons Lane, Southland, NY, 11971,Suffolk County Latitude 41.065583' N, Longitude 72.432667'W AT&T Market: NYC/NNJ Existing Concealment Mounts 92 ft&82 ft—Mount Elevations Lauren Groppi, Kimley-Horn of New York, P.C. is pleased to submit this "Mount Opinion Letter" to assess the acceptability of the loading addition on the above-mentioned antenna mounting configuration. Please do not hesitate to contact us for assistance with this or any other projects. Per our review, the proposed equipment does not constitute a changed condition per Chapter 15 of ANSI/TIA-222-H. Therefore, the addition is deemed sufficient pursuant to the referenced criteria. This mount opinion letter assumes the original mounts were designed adequately and in conformance with all code requirements. '(< OF NEwy DocuSl G�NRY MF�O 0 C D4 6F B B84 p`�►: n W LIU N �p Respectfully submitted by: 108496 84 Zachary A. Medoff, P.E. AROFESSION, P.E. Lic.#108486, Exp. 08/31/2026 Kimley-Horn Of New York, P.C. COA#80369 FA Number: 10111678 K-H Project#:KHCLE-54864 Site Name: 1040-B HORTONS LANE Page 1 APPENDIX A MOUNT LETTER SUMMARY FORM Mount Letter Summary Form General Info Site Name 1040-e HORTONS LANE The information contained In this summary report is not to be used Site Number 141131 FA Number 10111676 Independently from the PE stamped mount letter. Date of Letter 05101/2024 Company Issuing Letter Kimley-Horn Tower Info Description Date Design Parameters Tower Type(G,SST,MP) MP Design Code Used TIA-222-H,ASCE 360, Tower Height(top of steel AGL) 95.0' ASCE 7-16 Tower Manufacturer Valmont Location of Tower(County,State) Suffolk,NY Mount Manufacturer Not Provided Ultimate Wind Speed(mph) 128 Mount Design Not Provided Ice Thickness(In) 1 Previous Mount Letter Not Provided Risk Category(I,11,III,IV) II Mount Mapping Not Provided Exposure Category(8,C.D) C Previous Mount Mod Drawings Not Provided To ographic Category(1 to 5 1 Previous Structural Analysis Not Provided 09/17/2021 Final Configuration Antenna Mount Antenna Owner Mount Antenna Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Height(it) CL(it) AT&T Mobility 92 92 3 Panel CommScope KVVSS-65A-R3 0/120/240 Inside Canister AT&T Mobility 92 92 6 Dipiexer CommScope STX61742T-43 Inside Canister AT&T Mobility 82 82 3 Panel CommScope KVVSS-GSA-R3 0/120/240 Inside Canister AT&T Mobility 82 82 6 Diplexer CommScope STX61742T-43 Inside Canister FA Number: 10111678 K-H Project#:KHCLE-54864 Site Name: 1040-B HORTONS LANE Page 2 APPENDIX B PROPOSED SCOPING DOCUMENT Sets Name: 3040 BNortonilanp Region: N—ems r .Scope o}Weh Summary'... . FALontlanl 10111678 .. :-MSM1At NYC , USID. 14121 SubmarkeU NYC/NNI S.ID. NNY0o1763 - 'AFDSID: 5896240 It ob—mmpII.d Drone DmMTYPS: SOe ArRWsltbnSopprmn DC hlculamr has been mmpleted ICMISupPeer. SmaIN Pule,Tower Mapping Is lleedatl IWkl/ob Numbm PACEIpE Number ondoPM": NaOonel Plognlll rJobSmPe _lab Stem '..I bnary/Secondary - ": 5peelrum -.' 0.euu WBNY10046840 MRNY)044806 2191AIB1Q4 LTE LTERRHSwap In Progress SECONDARY WCS—A•B(I.MHt)E-UTRA Band 30 (3)RRH 4a2S WCRAR MWnI046851 MAW)DQ761 219MI..Q 56 NR Redlo 50 NR ISRCBANO In Progress SECONDARY Do03.45 GHtA3B3,D 140 MW)Band n77 Remove MWIC045MID MRW)043783 2299184. LTE 2C SA.DYerlay,LTE.2nd Carrkr In Progress SECONDARY 700 MHt UPPER D(10 MHii Band 14 (6)SBNHH-SD65A MWJ0047025 MANYlD44709 219MIBIV4 SG NR Rodlo 60NRISRCBANU In Pmgtess SECONDARY CMN046HtU-BSA 1+2MOMM Band n77 (12)C1% 3A 5 WBNYID041516 MRNYJD44467 239—S WE SG NR Redlo Softwam 6GNq SDR-2Sonware Caller In Progress SECONDARY AW533(12 MHz)Bantl 66 (3)RRH2 07L-AT WSNYID0469o4 MRNY)04?605 21MIB47Z SG NR Radio Software SO NR IDR.26onware Canter In Progress SECONDARY Ma MHtAL•AH(IOMHLI E4 MBand5 131025 RRH4.-R WSINNUO 6B59 MRNYIo44297 2.MI85G) LTE LTE IC ARHSwap In Progress PRIMARY 70D MHZ OFFSET LO RBIC(10 M1)E-USRA MND 17 Remora In.15/8"teas WSNY10047108 MANY1044687 219MIUMD SG NR Radlo 5GNRRRHSwap In Progress SECONDARY PCS MHZ AS-"(IOMM)E4 BAM2 mlitude: 41.0555g33 0e4trk lltOty EWmpany: 'Sim BatkuplYpe: Generator/Battery Longhude: -73.4326778 ,lodal EIhInge Parder(1Eq: 'Crane lYea/NO): Yes Stm4mre Type: UNpde EgWpmeM Locsdon(nnioe LAddppr, Indoor - Sheltei 'etc: "ONpn -N4 Atsass inlormatlon: mn-61D535-5430 bemreenmdng '.-'Generator Slm(Yee/NP1: Yes Pmlem StructufalAnalysb - ;, ._ .. .Pmlouf Mount Anstnis -, SuPPlmn Englneennd Enda lnmrporasetl .: ..:'..S.,PI.i; N/A .`, Typr. Dem: 04/19/2007 Date: N/A Model: ' PefpntMel Unknown ..,We: N/A Moth, ...NOtC SC " ".• :.. Pass/Eeib PASS .:;..:..Paso/Fail: N/A .:•`Aslmuth: ..t..,.,: MeuntR pi en3nc ModHbatlai� NO MArequlred as this is a Unlpole Namn 0.eport only indimtes that[he SA is'ADEQUATE" Ired: Wor pr Mount noted- MI,....(op.dlspuh yeMundon.may be enquired) L, - g; _ er4WaYe Cont. . 'Type QWnNy I :' MD SNe- SmmlAGxv minecdval'. --.. IMPS Agrreme AmerWmvnt l0. .:. TergoUDnin:':' :~.: b there In orin ETTC5 Iub7•• Othea General Lease In ormatlan -. - - .> - Sxucture-Sete lease In ormadmn, -_ ... - .. .,...Groan-5te ..Inormelbn'_ - StreeeAddrebPerIII— 3040NPrton lane SPuthold,NY 11971 - striumre mndlord: New Cingular Wireless PCS,LLC,a Del aware limited Habllby company .Ground landlord: YSI W14 LIE,a Delaware llmItH lability company mndkrttl Fowee or AT&TOwnerpervim: AT&T !.StrucNro Lon {gnmCi Info nunb61 12555Ungular Way5uim13WAlph.reUs,GA3D004 GrousWmndbN Cm iac]Inmtmadpm 46DEast Swede ,dRudSu11e3000Wayne,PA19087 -:Landlord Sne Name: NYCENY102S .IMPS re ment/Ainendmerew: 131143 IMFS Amendident 10: Its— ndioadSheNOmban LI-1025 ',�.Or Inpl lee3aComm4nwlnBMnam: 03/DS/2010 --D nel4aselLmmonament0ah: 03/05/2010 -_ -` Ke—le M.nd III-; None " Numben.fAmendon.- 0 Nuinkorof Amend—hi 0 GumolPm)eetleadng Dbposnion Notice :'..: EfkdWaDam often N/A : '.-. ERecUve Gate of last N/A n - <• "• a en Amendment -" < k TNIr P.dy: Nora 05mmMLeaee TeiminNbn Oaten 01 04 20A1 'CL_ns it"IlT.InInedon Date, OI/04 2041 mesa Tmrm Regewal-Aulomatleor. Written Teriil genewal-Aummmkm( Written `. LJ- xad.? ` . qER-Towef EOUlpmbntA ldn Wme 3960 PER-GmmN Spero:AP9Wt Le em spoem 65D Dehen Nmle ''S eln dare inch Me remenn mf0 t s ort! m u e so me I yTenoM mr Ieese Prmmbn mr ATBTrpermiHedSubject to oter smw e y e oeputposeo Le e!nnd,io mrAT6Ts Permmed 3.PermlRe Use:Su ett tothe terms 11111,11,the Premises moy be use a e:u me, a rem se use non I sp a - - In. Insn'end'rece tlono m icatlonsi nalsandfortheconstruction InstallaHo o of tl n alnl—me ":U 1 i h o0ltrantmisslmnBM remIdoft doommunlndonsi oats and for the construction,Instelimion RADcenmr Intl Ad.Wn: ./I./=RAOa ne 92 Intl 82' ...I Gr Soria Needed? 0 .; current Rent 0 - '0lrront Renn 35,722.92 Sonlrlg -:-.,• ...; ,.. ... ..Zoning Cont.Answer Yes With De%HS1 �._, - _°..., -., -. Zoning Cont.jAnMrYwjNoW Detallsl . .StucmreAnfhetb: UNpole IudmGmn fatle Cenlorms wim SeWon N/A I—IdI oespeslal sbupturo type re4ultW Yes IudstliCbn: Townot5ou Wd GIP/SUP?VBdfymmsn CUP/SUP NO Farmal2oN�rmuired or On file SpattbayaWbb In AsiumsmNNlmgmr Yes a emb.e t Intl —I dens. n Zonbp Dhpoehlon(BF.1,ZN requhed, No Fombllmingrequiretl or an file AddlUowlgmpnd Spam,g_ft,Anten. N/A Speonft_uble In As-BUIR[[eeiNlntl n Yes RebmOo d rCUP SUP: ed�ARRAft,ndcon It r Ground SDudaro or Rooftop Set Berk HA38u9tRRU'eam bated gmrosd end Are GsrteMSRo CordittoneNCompOmm: Yes Requlmmenb/helghtemtntlem/sgm ano r:fsmu brad atiiumro, Nmne v �.., _,....,. Ilne/rodome requlreme:ttf N/A vhatN phnNng/mnirrg apP.ran m4ulre0 Kno zIning le3ueA Atlrl NaneWe. Iingl'amMly am Rh,wlnew#ealthbn Esomple ses t lwrepllancn- ,; Ddien None Yes .GIP/SUP—,r'c4e w robe revered, No additional Zoning required ' '-regwed?IAegwde lengeage): omer roving Ia+nttlom,Sim ODpoNtlen. DiR3mhlurisdfdtlon,is im lea eo Den? pentrotung ..,•.. Compliance ? ,..,... " .Real Esmm Rlg tf5ummary .::. lurisdktlen: Town of Somhoitl :.:..".`.FCC/ASR Number: SQWAiWMContasmtli Most Resmt sIn,i PibmbMe Number on 413521ssued 2/9/2017 - MI), As-euBI EMESIgnago&Bablers: Sg1N/NWM As-Bugt M:mkmolPmmRmd Ueeierms: Yes EMEIIc.Ined7l S0JNAIWMsYo used: HMU ard-rebravd rre 6-wip tpa,wouM Rba reemn+bbmpotklppla Yes :.G plianu•low/Med/H13hiNabs: fvucwral'upgrader w W ngeet+gryj . 'xrowd oo iasdaii eumm�e Permis reamred Diner[ leaf!AnbMaf : .....:. r ,. .:..__At$uI MteMM° ". :'3 -':-AI S Arita— Typa .} '-.0.fy ' .F.pap, rSettorryosabn '.,'.r .ryPe -r 4ry 'RAD<:,,': 3�Secbr/Posltbn: 15. ITYpe : 11. MD'. Seder/Posnbm.' SBNHH-ID65A 3 92 AS,BLC/ SBNNN ID65A 3 92 M.M.C3 6W 63-R3 - 3 12 AS,alCl SBNHH-ID65A 3 82 A2,82,Q SBNHH-1063 3 82 A2,B2,C2 WWS SA-R3 1: -12 A2,92,Q AS-BYitt Radiof :. "• Af-0el�ned Ra o MD `..Seear/PosMon'- Type:. :: OWMD, r'. -, r`.:Asbr/Positlan�." TYM - -QN .MDr "seelot/P.ItW RRH 9.517AT 3 92 ALBLCI RRNW0071 1 3 92 ALBLCl 325 RRH as R 3 92 AI,BI,CI BIS MH 430< 3 92 ALBLC3 M90BS/BU 3 Ground :- - A1,BI,Q ' MNaa .MW R 3 82 ALB2,Q RRNda25wC— 3 82 AL82.C2 66tS 130 3 Ground :A1,91,C1 A67s B1e - - 3 O-M A2,IZM Ya90B251a66 - 3 Ground A;B2,Q 4467 M"G 3 Ground - AL61.M - M6]anD 3 G—M A2,B2,Q ' ,:,r- - 't'n'-base TMAa r .• ','•.. :.:. -,, .. ..: .:'.` :. :.As$ulft TMAS Aj_Oej4MjTMA., MD U-11Psisab0'. TV"'- %.: :..4N - MD � ,•';Sadar/pesnbn-i Type QIY'I -.'MD Senor/PosHbn -As$u tDi xen'..;'.. M-Mlmd DIPoaen, .•TYpa ';,Qty MD ,.'Sepbr/Parhbn - TYpe y' - ;-41Y_' MD �'Secbr/PosHbn'. TM _.::MD Se[tor/Poshbn CDV23AT-DS 6 92 A1.BLC1 m%723AT- 6 92 Al,m,Cl STNft762T<3 6 13 ALBLCI= MV23AT$S 6 32 Qx.Q CO.- 6 82 ALB2,Q ST163fA2Ti3 6- Ground AL01,61 SQI(6192312 g- Ground - MftM STa61762Ti3 _ 1 Il A2,a2,Q :1lau DUP elan Combleen'- vA-BW tOuP ezers Combinen:: '•. ASAes gna Dup elan[om Wen ' ..:-..TvoeMp :';Setmr/rmMpn'.: _:.. Tvpe. .-.::Qty" :r. MD-. ._-.. _.;5sactorNosMon_: ,.:^ _.TM _ ;'MD - 'a gpmnbn based Fllten-„ n=.: •••_" 4 A"UHt Fjoen •,,-..,, `t°AS•Daflgmd Fbn, 7YW 'Qq ,,• :.,.MD -':seem/PosNorl_- •'•.,. T1'pe •:.MyRAD :.Seear/Pofltlon�;. - - :�TVPo "`4N'. ,.•.MD•' Ysecmr/posabn "• `Af$u1HGmuntl Surge" r _°,r.:.l _ -: ,r.: ....,.-.,-Prepoted Ground Surge =:F nelGmund]urge cry DC32<86D-RM Reuse EalsUsg i DCli<860R61 Reuu Falstln6 2 '. .,. "leaaetl ToWeflurge,.,,r , ', dr: `' .=T.• '` •s As-Bul lTower Surge;.',':':: e' Type •=..,:QN ,'.::MD '..3eemrNarMon < Type ": Qty :MD , :,•.sector/Poskon - .-:HPa 4 :'. MD v'Seitm/Podtlon : GC6-08d0.18E Reuse Eeisnrig 3 CL A/B/G OCbd860-IBE 0.eu5e Ftlsnng ; GrouM A/B/G Ca§WFeedllne Information ::'tlasad Fl6arTmn3s :: ".. As BulllFl eamnb •..: ',;•;; ;.� ,.;,, ,,;:. .,.,. :.�.-AF-Deal/nad FlbGrTrun f'.:;. , �.'; .:.- TV" ....- .. :,. .QtY-,::<: - Type•.:.:;'. ., Orr , Grwnd Mounted l8prs Reuse FrlSUng 3 GmuM Mauntetl lBpn R¢uu ErUUng 3 r• _'+, y?; Leased DC PowerTmM. 7 i, �.�,...q ,;i.. ..Ao-BWIt DCP W Tomb ;'Ad-Designed DC Power True a .....„ TYW:• :.:,, Gaage^.:'. ..,,Type .::. , : .::Qq .. _ .•.. Gauge Type '0.tV' GaWa " pWPTfi0G5 6 GAWG MWGM Leaed[ x i 1,,.. �:.... - _ 'AS-Dedgned Eo. ., t2ry.;_ ....: ::. ,.'.. ,,.' :troy"v. .. :.... .... .... -.. .,, Dq ..,. .. 2a 1s/e 24 1 4„gCoe,runt an 190,runslAVAar.50;G$ '.i.4f2 W*T.r ,g` sva®°1Cxa a �K iFna8BU& MI orm on"' Instill: ,TV" 4tY (4)WAIV 48,RetURers ml 2 - -(2)48 Strings of 170AH 0eka Batteries 6610 1 (2)6651 BBUtkP Summiry:(1)6630 DIHDS5SWSIA0E 014 1 Swap out[he PP to 200AMP Breakers New 30'DC Trunks Rewire from Exlsi Wg DC12-RM to Ground Mounted RRUS k Rem =A6-BUIIt Powel Plant r, ,r,:r, -,. ", v' .t" -' -"' •..ProposedP—erPoet„:;' Fh,elpowtrPant ,Typp,.- ah,_:: Q'V Type qry,Versir T21 NPBB 1 Vertiv 721 NF39 1 r - AsHluBt EanvettiT Shelf&[onrerhen . - repo Comerher5hel 24 Convartvn' ENa)Co matte rShelf&Conveners DN .. a..::... ... ..:.Type WV Type.. 4LY., ..;. As-Built Rectifiers -'.,"n-, ,,�, ,.;,r s �.� .e v- - ,-, y Ptopoted Jteellflar$ :.q. Fine edifiers 'Noe TV". GN Vertiv38v RecWiers s VMhagrrectlfkn a Verthl-0avRMlRen 10 As-BVII[BatteHes:. ,,.. z:.; .. ;,:: ,.: .,..'Proposed Ratte i:... ml Bathere ilty:.... .. , .:.:.`;: , Dty LYPe: 4tY.1SIAH (3)-4av SWngs mml of 12 t20AH!Oeka (ltiBrSWnP tMal.1B 117W Duke 12)-0av SDings coal ofa ..yA3_,BMlt Bre n " '- .'. ' y :P.roposed Brea rs Five Break n s•:'.; Typo :4tY':, -.: Type 1 -.', 4ty Type - Dty:.:'.... 50AMG Brokers 8 50AMP Breakers 6 21AMP Breakenrs 6 26AMP Breakers 6 lSMARBrtaken 2 15WP Breakers 2 SAMP,Lnkers 1 SAMP Breakers 1 IMorMation -:�Sile TYpe(Bu1ooY/DuOloor/otnerl% Inaoar - -• "Eah-rlcr0mune earoebua: 24 Ground Ban ..:..: '. Foundetbn Type: evrcrne `:DM1larctooden:Telm Debar: IMaa an flF Rack :6M1ehaipatPenvtredaM: Umfergroundmndultsinmeoulpmentroom 'OMarctomtlon-ACPovar Depth: Indoor-200A-42 PFSioon Panel WWP DebWi N/A OW.Ladd.,A.Uht N/A GPA IoaIIaA DaroLD YesA. PrtHol Im-dI:IA'I;- el e, Yas ACJti1N�ilaoai'i:aniailYtif lease Envlope.Moved.and AMenw Pktement end ANg—t 7 ,.."Antenna PLc Ma IBmoent- .+NomL l.M No Firy '(Froehom Pobntkl ' pnterw H".h aolane lbmar5patlne Arlpvla(enpdtna PAD A¢w - No Antenna Few Pl&.: No Antenna no Helthe, No Alml ) - No MoumSbndaM(Maalmummbnee No •AMene Eke mMdunt AygnmeM No l . th- luii "Mown r AW—tA.C.r No 'Amenna Me4 Weal D—Oh Aagr No Ab V."'MouMkB Plpp Pkm Bet No No Mmrwa ofumb(goll)T krona: -an HONanbl MoonMne Pipe: -GIANe Admvdu: NoOtlser. No xmdN Pak not6oingm be ebb m men Ne vandard aparlr�eat Lhe antenna mmen edge m edP. ArrcB ary and Xlgh Band EAWDmentP attment floolhOPS,fima MlYlg,'aM Mlcmwave0s er. k.Ul.vEGakmem Fleament No AMerma Veidml aannna esofmpend/o, No " aobw mdmn01 Pik): Pb-di: ,a GR[AA58 mmWm Venkaf padio No Amen.,6padnefmm FDP/fiaaening No el In 'Yerdcelmbnna SeDOMbe: NO MetelllCObstr NoDOblects/SMesmf9fl No .,. -Wall Mounted EWipme(d PIMMM No Miorpw OW Pkmment Vediml to No i.. "-WaA MauntM ErrylpnvM Fkoement No gHDavave DMb Pkament Norlo,ote toNo Ma ..Mluowave,. .. •; _. -.; - i..Well Mount • _ :.. .. .:FRP Scaenln(orC°ncealment.:- '^ '.'.Nlbowm OW lmteBeddnbe MduM2 No mpnna(Xarld/or EAulpmem WalLMauMed: NoOceftbaske hava'mreyWn/Ar/Saeenbaarfairceaimen0 LL No '�'.Miamwavn phhpLvemcnt-}bXtontlllpMrennaf($hy No ':WNFMeunted Fyuipment Plecamnnt-NarimnWroMlBru�a: No -+`ArdOiem lirofalllcNiucWmt arhftenetl tisnd 0apailAllie No 'MlLrpwTe Obh lYmmmt VeeVmllo Ampimn(StlVbebhW No -Wa3tAountad EpalpmeKPlaxment-Verllvlto Ai tldnar Na Mt_Spadbgft_PAP/5-morg(Stleb24n.d/ar No Aoatm Nt21Av WrtprTm2,BI Iboard,p2rWrlS Gorge -- iAnDtrwVaNWquann-Mood/arO6Etltla: No ONar. ' .-:_-..Mpollk9bttfucttan Objacy5trudtlp Slce: No � .'--.:.ATiTSM AepuhN4n PM: Ea:hy Mtlaugblin-0/1212024 ATBTEpulpm6n2 lnur. BNan Broptry-4/11/2024 ,,,Slro AyuNitlon SuppBblPMi Wayne gmfer-4/11/2024 ;,ATA7Opvbu[tlon PMi Erlh Massage-4/11/2024 101115Mlj9A4N44d RMS upd.t,n.d2WV5i-65Ad3,2Cemmtmpe Win Wpl—,5T1t61T42Td3 ARS"rk teqveftdt.. (t ptld°)on PO5l,iCommtmpv Win islplvme5TA61743T-03(b4ltlmcMe)on PO51,3 mmm+mpa twln Mplaur STX61742Td3(Wp dd4)on POS2,2 r—scap4 twin quadpinur SOg6282342O lboftom AT&7AItreYSn Fngtwr. Mshom/Wlsd/11/2034 fonstmGbn Supp0erPt is Chris pemraro-4/11/2024 ,.. ddo)on POSi,end 811/a'mu p4ru , Kimley>)) HO' rn of New York, P.C. Smartlink Group, LLC Kevin Fraleigh, P.E. 10 Church Circle 3875 Embassy Pkwy#280 Annapolis, MD 21401 Akron, OH 44333 (508)572-1187 (216)505-8256 Date: May 1, 2024 K-H Project#: KHCLE-54844 Comprehensive Structural Analysis Report Carrier Designation: AT&T USID: 141131 FA Number: 10111678 Client Site ID: SINY001763 AT&T Site Name: 1040-B HORTONS LANE Analysis Criteria: Code Requirements: ANSI/TIA-222-H, 2018 IBC, ASCE 7&AISC 360 Ultimate Wind Speed: 128 mph w/0" Ice Wind Speed w/Ice: 50 mph w/1" Ice Site Data: 1040-B Hortons Lane, Southland, NY, 11971,Suffolk County Latitude 41.065583' N, Longitude 72.432667°W AT&T Market: NYC/NNJ 94 ft—Concealment Monopole Lauren Groppi, Kimley-Horn of New York, P.C. is pleased to submit this "Comprehensive Structural Analysis Report" to determine the structural integrity of the above-mentioned structure. Please do not hesitate to contact us for assistance with this or any other projects. The purpose of the analysis is to determine acceptability of the structure stress level. Based on our analysis, we have determined the stress level for the structure, under the following load cases,to be: Existing+Proposed+Future: Proposed Tower Rating: 47.8% Pass Proposed Foundation Rating: 95.9% Pass This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2018 International Building Code.Applicable Standard references and design criteria are listed on Page 2—Analysis Criteria. OF NEIN Doc RY M y O G P Respectfully submitted by: 06 oss n W Zachary A.Medoff, P.E. 2 2 P.E. Lic.#108486, Exp. 08/31/2026 �'� 5 4 Kimley-Hom Of New York, P.C.COA#80369 �,0 108486 v ROFESSIONP FA Number: 10111678 K-H Project#:KHCLE-54844 Site Name: 1040-8 HORTONS LANE Page 2 ■ INTRODUCTION At the request of Smartlink Group, LLC, Kimley-Horn of New York, P.C. performed a Comprehensive Structural Analysis of the Concealment Monopole located in Southland, NY. The purpose is to determine the adequacy of the structure to support the loading configuration outlined in Appendix A (Tower Analysis Summary Form), pursuant to the referenced standards. ■ANALYSIS CRITERIA The analysis utilizes tnxTower version 8, an industry-standard finite element analysis program,to create an elastic three-dimensional model considering second-order effects per ANSI/TIA-222 requirements.The program calculates member stresses for various loading cases and selected output from the analysis is included in the appendices. TIA-222 Revision: ANSI/TIA-222-H Risk Category: II Ultimate Wind Speed: 128 mph Exposure Category: C Topographic Factor at Base: 1.0 Ice Thickness: 1 in Wind Speed with Ice: 50 mph Seismic Structure Class: D (Default) Seismic S5: 0.179 Seismic Si: 0.050 ■ SUPPORTING DOCUMENTATION Information on the current tower geometry, member sizes,foundation and soil properties, and antenna loading was obtained from the sources listed below. It is assumed that all information provided to Kimley-Horn of New York, P.C. is accurate. In the absence of information to the contrary,we assume the structure has been properly erected and maintained per the original specifications and the capacity has not significantly changed from"as new"condition. rTovder Design �:..,, . Valmont Order#279218,dated 01/30/2017 FoundationiDesign Valmont Order#279218,dated 01/30/2017 h Geotecfiriical Report Not Provided Pre'v_ious Modification Drawings ` ;v Not Provided Previous Stiuctural Not Provided Construction Drawings 4` Not Provided Tower Loading Data y z AT&T DE130 Loading Document,dated 04/04/2024 FA Number- 10111678 K-H Project#:KHCLE-54844 Site Name: 1040-B HORTONS LANE Page 3 ■ANALYSIS RESULTS The tables below show a maximum usage summary for each group of components in the structure.The usage of a component is the ratio of force in the member to its calculated capacity.A more detailed report of member usages can be found in the appendices at the end of this report. Usages greater than 100% indicate where the force in the member exceeds its capacity. Usages up to 105% are considered acceptable per industry standard practice. Structure Usages: "_Structur'e Controlling Result. Component Usage Pole Shaft 19.7% Pass Base Plate 47.3% Pass Anchor Rods 47.8% Pass Foundation Usages: Reaction Design Analysis Usage Result T e Reaction Reaction Moment k-ft 630.1 555.8 88.2% Pass Shear k 11.77 11.29 95.9% Pass NOTE: Design reactions per referenced tower design drawings. ■ CONCLUSIONS AND RECOMMENDATIONS Per our structural analysis, the structure has been found to pass. The tower and foundation can support the referenced loading in accordance with the structural strength requirements of ANSI/TIA-222-H and the 2018 International Building Code. FA Number: 10111678 K-H Project#:KHCLE-54844 Site Name: 1040-B HORTONS LANE Page 4 ■ASSUMPTIONS AND LIMITATIONS This report is not a condition assessment of the structure; it is an engineering analysis based upon the theoretical capacity of the structure. Unless told otherwise, we assume the structure to be in "like new" condition. It is the responsibility of our client and the tower owner to verify that the structural model and loading considered is accurate. If these assumptions are not accurate, Kimley-Horn of New York, P.C. should be notified immediately to perform a revised analysis. This analysis assumes all antenna mounting structures are adequate to support the referenced loads. It is the carrier's responsibility to ensure that antenna mounts meets the structural requirements of ANSI/TIA-222. Kimley-Horn of New York, P.C. did not analyze antenna antenna mounts as part of this structural analysis report. All services are performed, results obtained, and recommendation made in accordance with generally accepted engineering principles and practices. Kimley-Horn of New York, P.C. is not responsible for the conclusions, opinions and recommendations made by others based on the information in this report. Kimley-Horn makes no warranties, expressed or implied in connection with this report and disclaims any liability arising from original design, material,fabrication, and section deficiencies or corrosion of the structure. FA Number.• 10111678 K-H Project#:KHCLE-54844 Site Name: 1040-8 HORTONS LANE Page 5 APPENDIX A Tower Analysis Summary Form Tower Analysis Summary Form General Info Site Name 1040-B HORTONS LANE The Information contained In this Summary report Is not to be used Site Number 141131 FA Number 10111678 Independently from the PE stamped tower analysts. Date of Analysis 05/01/2024 Company Performing Analysis Kimley-Horn Tower Info Description Date Design Parameters Anal sfs Results %Maximum Usage Tower Type(GT,SST,MP) MP Design Code Used TIA-222-H, Existing/Reserved+Proposed Cond/lion Tower Height(top of steel AGL) 95' 2018 IBC&ASCE 7-16 Tower 1%) 19.7 Tower Manufacturer Valmont Location of Tower(County,State) Suffolk,NY Tower Base(%) 47.8 Tower Model Not Provided Ultimate Wind Speed(mph) 128 Foundation 1%) 95.9% Tower Design Valmont Order#279218 01/30/2017 Ice Thickness(in) 1 Foundation Adequate? Yes Foundation Design Valmont Order#279218 01/30/2017 Risk Category I,II,III,IV) 11 Geotech Report Not Provided Exposure Category(B,C,D) C Tower Mapping Not Provided Topographic Category(1 to 5) 1 Previous Structural Analysis Not Provided Previous Modification Drawings Not Provided Foundation Mapping Not Provided Existing/Reserved Loading Antenna Mount. Transmission Une Antenna Owner Mount Antenna Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Internal/ Haight(ft) CL(ft) I External AT&T Mobility 92 92 3 Panel CommScope SBNHH-1D65A 0/1201240 Inside Canister 12 Coax 1 1/4" Internal AT&T Mobility 92 92 3 RRH Alcatel Lucent RRH 2x40 07L-AT Inside Canister AT&T Mobility 92 92 3 RRH Alcatel Lucent B25 RRH 4x304R Inside Canister AT&T Mobility 92 92 6 Diplexer CommScope CDX723AT-DS Inside Canister AT&T Mobility 82 13 IPanel CommScope SBNHH-1D65A 0/1201240 Inside Canister 12 Coax 1 114" Internal AT&T Mobility 82 jU 3 RRH Alcatel Lucent RRH 4x25 WCR4R Inside Canister AT&T Mobility 82 82 6 1 Diplexer ICommScope CDX723AT-DS i lInside Canister Note:All loading shown in red shall be removed prior to the installation of the proposed loading and was not considered in the analysis.All remaining loading shall be reused. Proposed Loading Antenna Mount Transmission Line Antenna Owner Mount Antenna Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Internal/ Height(ft) CL(ft) External AT&T Mobility 92 92 3 Panel CommScope KVVSS-65A-R3 01120/240 Inside Canister AT&T Mobility 92 92 6 Diplexer CommScope STX61742T-43 Inside Canister AT&T Mobility 82 82 3 Panel CommScope KVVSS-65A-R3 0/1201240 Inside Canister AT&T Mobility 82 82 6 Diplexer CommScope STX61742T43 Inside Canister Note:The proposed loading shall be Installed in addition to the remaining existing/reserved equipment at the same elevation. FA Number.• 10111678 K-H Project#:KHCLE-54844 Site Name: 1040-B HORTONS LANE Page 6 APPENDIX B tnxTower Output File DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION KVVSS-65A-R3 wI MP 92 KWSS-65A-R3 wI MP 82 KVVSS-65A-R3 w/MP 92 STX61742T43 82 KWS.S-65A-R3 wI MP 92 STX61742T-43 82 STX61742T43 92 STX61742T43 82 STX61742T43 92 48"040'Cell Silo 65 STX61742T43 192 (12)LDF6-50A(1-114) 163.5 KWSS-65A-R3 w/MP 182 (12)LDF6-50A(1-1/4) 158.5 KWSS-65A-R3 w/MP 182 MATERIAL STRENGTH GRADE Fy I Fu GRADE Fy Fu A572-65 165 W 180W TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:19.7% 35.0 ft ALL REACTIONS ARE FACTORED AXIAL O N O N O 51K C�9 m a0 N V V Q SHEAR MOMENT 4 K 184 kip-ft 50 mph WIND-1.0000 in ICE AXIAL 23 K SHEA MOMENT 11 K�---✓✓✓✓✓✓1111 556 kip-ft 1.0 ft e REACTIONS-128 mph WIND U c N rn E a m Ki»:ley-Horn and Associates,Inc. ob:10111678-141131-B HORTONS LANE Or421 Fayetteville St.,suite 600 Project:KHCLE 54844 Raleigh, NC 27601 client Smartlink/AT& Drawn by'Zachary A.Medoff,P.E.APp'd: Phone:(919)677-2000 code:TIA-222-H Dale:05/01/24 Scale: NTS FAX. Path: Dwg No.E-1 b tnxT awes Jo 10111678-141131 -B HORTONS LANE Page of 8 Kimley-Horn and Associates, Project Date Inc. KHCLE-54844 17:17:01 05/01/24 421 Fayetteville St.,Suite 600 Raleigh,NC27601 Client Designed by Phone:(919)677-2000 Smardink/AT&T FAX.- Zachary A. Medoff, P.E. Tower lln ut Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea level:39.51 ft. Basic wind speed of 128 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. . tiolns -:. - Consider Moments-Legs Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Harizontais 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Consider Moments-Diagonals J Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Moment Magnification Use Clear Spans For KL/r All Leg Panels Have Same Allowable 4 Use Code Stress Ratios Retension Guys To Initial Tension Offset Girt At Foundation J Use Code Safety Factors-Guys 4 Bypass Mast Stability Checks 4 Consider Feed Line Torque Escalate Ice J Use Azimuth Dish Coefficients Include Angle Block Shear Check Always Use Max Kz 4 Project wind Area of Appurtenances Use TIA-222-H Bracing Resist.Exemption Use Special Wind Profile Alternative AppurL EPA Calculation __ Use TIA-222 H Tension Splice Exemphan Include Bolts In Member Capacity Autocalc Torque Arm Areas ;: - Poles, Leg Botts Are At Top Of Section Add IBC.6D+W Combination Include Shear Torsion Interaction Secondary Horizontal Braces Leg J Sort Capacity Reports By Component Always Use Sub•Crificel Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Pole Without Linear Attachments SR Members Are Concentric Ignore KIJry For 60 Deg.Angle Legs Pole With Shroud Or No Appurtenances Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Comer Radii Are Known - Ta ered'Pole..$ection,'Geomet 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 35.00-1.00 34.00 18 48.0000 48.0000 0.3125 1.2500 A572-65 (65 ksi) Ta 'erect Pole Pro ernes Section Tip Dia. Area I r C l/C J 111Q IN w/t in inz in' in in 1n3 0 inz in L1 48.6923 47.3000 13589.6434 16.9291 24.3840 557.3181 27197.1684 23.6546 7.8980 25.274 48.6923 47.3000 13589.6434 16.9291 24.3940 557.3181 27197.1fi84 23.6545 7.8980 25.274 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt SpacingStitch Bolt SpacingStitch Bolt Spacing (perface) A, Diagonals Horizontals Redundants in in in ft ft, in L1 35.00-1.00 1 1 1 tnxTower Job 10111678- 141131 - B HORTO PageNS LANE 2 of 8 Kimley-Horn and Associates, Project Date Inc KHCLE-54844 17:17:01 05/01/24 421 Fayetteville St.,Suite 600 Raleigh,NC27601 Client Designed by Phone:(919)677-2000 Smartlink/AT&T Zachary A. Medoff, FAX. P.E. Feed LinelLnearA urtenances:-'Entered,As:Rolund Or;Flat: Description Face Allow Exclude From Component Placement Total Number Per Clear Width or Perimeter Weight or Shield Torque Type Number Row Spacing Diameter Leg Calculation it in in in pff FdL ted.AsAee nea nLi r rea Description Face Allow Exclude From Component Placement Total CAAA Weight or Shield Torque Type Number Leg Calculation it ftz/ft pff LDF650A(1-1/4) A No No Inside Pole 35.00-3.00 24 No Ice 0.00 0.60 1/2"Ice 0.00 0.60 1"Ice 0.00 0.60 Feed Line/LinearA urtenances.Section,Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face it ft2 ft2 ft2 ft2 K 1-1 35.00-1.00 A 0.000 0.000 0.000 0.000 0.46 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed`:'L�ne/Linear'A ''urtenances Section Areas With Tower Tower Face Ice Thickness AR AF CAAA CAAA Weight Section Elevation or in In Face Out Face it Leg it, ft2 ft2 ft2 K L1 35.00-1.00 A 0.944 0.000 0.000 0.000 0.000 0.46 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed.Line Center bf.Pressure Section Elevation CPx CPz CPx CPz Ice Ice itin in in in 1-1 35.00-1.00 0.0000 0.0000 0.0000 0.0000 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft it it, to K it It 48"040'Cell Silo A None 0.0000 65.00 No Ice 144.00 144.00 12.00 1/2"Ice 225.00 225.00 24.00 tnxTolwer Job 10111678-141131 -B HORTONS LANE Page3 of 8 Project Date Kimley-Horn and Associates,Inc. KHCLE-54844 17:17:01 05/01/24 421 Fayetteville St.,Suite 600 Raleigh,NC27601 Client Designed by Phone:(919)677-2000 Smartlink/AT&T FAX. ry Zacha A. Medoff, P.E. Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Herz Adjustment Front Side Leg Lateral Vert R ft ft2 & K ft R 1"Ice 306.00 306.00 36.00 (12)LDF6-50A(1-1/4) A None 0.0000 63.50 No Ice 0.00 0.00 0.03 1/2"Ice 0.00 0.00 0.03 1"Ice 0.00 0.00 0.03 (12)LDF6-50A(1-1/4) A None 0.0000 58.50 No Ice 0.00 0.00 0.03 1/2"Ice 0.00 0.00 0.03 1"Ice 0.00 0.00 0.03 KWSS-65A-R3 wl MP A From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.12 0.00 1"Ice 0.00 0.00 0.18 KWSS-65A-R3 w/MP B From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.12 0.00 1"Ice 0.00 0.00 0.18 KWSS-65A-R3 w/MP C From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.12 0.00 1"Ice 0.00 0.00 0.18 STX61742T-43 A From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 0.00 1"Ice 0.00 0.00 0.01 STX61742T-43 B From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 0.00 1"Ice 0.00 0.00 0.01 STX61742T-43 C From Leg 0.50 0.0000 92.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 0.00 1"Ice 0.00 0.00 0.01 KWSS-65A-R3 w/MP A From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.12 0.00 1"Ice 0.00 0.00 0.18 KWSS-65A-R3 wl MP B From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.12 0.00 1"Ice 0.00 0.00 0.18 KWSS-65A-R3 w/MP C From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.12 0.00 1"Ice 0.00 0.00 0.18 STX61742T-43 A From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 0.00 1"Ice 0.00 0.00 0.01 STX61742T-43 B From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 0.00 1"Ice 0.00 0.00 0.01 STX61742T-43 C From Leg 0.50 0.0000 82.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 0.00 1"Ice 0.00 0.00 0.01 Load C0M4Jn'atl16ns Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice tnxTower Job Page 10111678- 141131 -B HORTONS LANE 4 of 8 Project Date Kimley-Horn and Associates,Inc. KHCLE-54844 17:17:01 05/01/24 421 Fayetteville St.,Suite 600 Raleigh,NC27601 Client Designed by Phone:(919)677-2000 Smartlink/AT&T FAX.- Zachary A. Medoff, P.E. Comb. Description No. 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 lce+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service :.Wximum.Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 51.39 0.00 0.00 Max.H. 21 17.17 11.29 0.00 Max.H: 2 22.89 0.00 11.29 Max.M. 2 555.81 0.00 11.29 Max.M. 8 555.81 -1129 0.00 Max.Torsion 12 0.00 -5.64 -9.77 Min.Vert 5 17.17 5.64 9.77 Min.H. 8 22.89 -11.29 0.00 Min.H, 14 22.89 0.00 -11.29 Min.M. 14 -555.81 0.00 -11.29 Min.M, 20 -555.81 11.29 0.00 Min.Torsion 4 0.00 -5.64 9.77 Tower Mast Reaction!Summa. Load Vertical Shear. Shea: Overturning Moment, Overturning Moment, Torque Combination M, M, K K K kip-ft kip-ft kip-ft Dead Only 19.08 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 deg-No Ice 22.89 0.00 -11.29 -555.81 0.00 0.00 0.9 Dead+1.0 Wind 0 deg-No Ice 17.17 0.00 -11.29 -555.39 0.00 0.00 1.2 Dead+1.0 Wind 30 deg-No Ice 22.89 5.64 -9.77 -481.35 -277.91 0.00 0.9 Dead+1.0 Wind 30 deg-No Ice 17.17 5.64 -9.77 -480.98 -277.70 0.00 1.2 Dead+1.0 Wind 60 deg-No Ice 22.89 9.77 -5.64 -277.91 -481.35 0.00 0.9 Dead+1.0 Wind 60 deg-No Ice 17.17 9.77 -5.64 -277.70 -480.98 0.00 1.2 Dead+1.0 Wind 90 deg-No Ice 22.89 11.29 0.00 0.00 555.81 0.00 0.9 Dead+1.0 Wind 90 deg-No Ice 17.17 11.29 0.00 0.00 -555.39 0.00 1.2 Dead+1.0 Wind 120 deg-No Ice 22.89 9.77 5.64 277.91 -481.35 0.00 0.9 Dead+1.0 Wind 120 deg-No Ice 17.17 9.77 5.64 277.70 -480.98 0.00 1.2 Dead+1.0 Wind 150 deg-No Ice 22.B9 5.64 9.77 481.35 -277.91 0.00 0.9 Dead+1.0 Wind 150 deg-No Ice 17.17 5.54 9.77 480.98 -277.70 0.00 1.2 Dead+1.0 Wind 180 deg-No Ice 22.89 0.00 11.29 555.81 0.00 0.00 0.9 Dead+1.0 Wind 180 deg-No Ice 17.17 0.00 11.29 555.39 0.00 0.00 1.2 Dead+1.0 Wind 210 deg-No Ice 22.89 -5.64 9.77 481.35 277.91 0.00 0.9 Dead+1.0 Wind 210 deg-No Ice 17.17 -5.64 9.77 480.98 277.70 0.00 1.2 Dead+1.0 Wind 240 deg-No Ice 22.89 -9.77 5.64 277.91 481.35 0.00 0.9 Dead+1.0 Wind 240 deg-No Ice 17.17 -9.77 5.64 277.70 480.98 0.00 1.2 Dead+1.0 Wind 270 deg-No Ice 22.89 -11.29 0.00 0.00 555.81 0.00 b tnxTower Jo 10111678- 141131 - B HORTONS LANE Page5 of 8 Project Date Kimley-Horn and Associates, KHCLE-54844 17:17:01 05/01/24 Inc. 421 Fayetteville St.,Suite 600 Raleigh,NC27601 Client Designed by Phone:(919)677-2000 Smartlink/AT&T Zachary A. Medoff, FAX.- P.E. Load Vertical Shear. Shear, Overturning Moment, Overturning Moment, Torque Combination M, % K K K kip-ft kip-ft kip-lit 0.9 Dead+1.0 Wind 270 deg-No Ice 17.17 -11.29 0.00 0.00 555.39 0.00 1.2 Dead+1.0 Wind 300 deg-No Ice 22.89 -9.77 -5.64 -277.91 481.35 0.00 0.9 Dead+1.0 Wind 300 deg-No Ice 17.17 -9.77 -5.64 -277.70 480.98 0.00 1.2 Dead+1.0 Wind 330 deg-No Ice 22.89 -5.64 -9.77 -481.35 277.91 0.00 0.9 Dead+1.0 Wind 330 deg-No Ice 17.17 -5.64 -9.77 -480.98 277.70 0.00 1.2 Dead+1.0 Ice+1.0 Temp 51.39 0.00 0.00 0.00 0.00 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 51.39 0.00 „3.58 -183.97 0.00 0.00 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 51.39 1.79 -3.10 -159.33 -91.99 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 51.39 3.10 -1.79 -91.99 -159.33 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 51.39 3.58 0.00 0.00 -183.97 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 deg+1.0 51.39 3.10 1.79 91.99 -159.33 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 deg+1.0 51.39 1.79 3.10 159.33 -91.99 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 deg+1.0 51.39 0.00 3.58 183.97 0.00 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 deg+1.0 51.39 -1.79 3.10 159.33 91.99 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 deg+1.0 51.39 -3.10 1.79 91.99 159.33 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 deg+1.0 51.39 -3.58 0.00 0.00 183.97 0.00 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 deg+1.0 51.39 -3.10 -1.79 -91.99 159.33 0.00 Ice+1.0 Temp 1.2 Dead+1,0 Wind 330 deg+1.0 51.39 -1.79 -3.10 -159.33 91.99 0.00 Ice+1.0 Temp Dead+Wind 0 deg-Service 19.08 0.00 -2.11 -103.75 0.00 0.00 Dead+Wind 30 deg-Service 19.08 1.05 -1.83 -89.85 51.88 0.00 Dead+Wind 60 deg-Service 19.08 1.83 -1.05 -51.88 -89.85 0.00 Dead+Wind 90 deg-Service 19.08 2.11 0.00 0.00 -103.75 0.00 Dead+Wind 120 deg-Service 19,08 1.83 1.05 51.88 -89.85 0.00 Dead+Wind 150 deg-Service 19.08 1.05 1.83 89.85 -51.88 0.00 Dead+W nd 180 deg-Service 19.08 0.00 2.11 103.75 0.00 0.00 Dead+Wind 210 deg-Service 19.08 -1.05 1.83 89.85 51.88 0.00 Dead+Wind 240 deg-Service 19.08 -1.83 1.05 51.88 89.85 0.00 Dead+Wind 270 deg-Service 19.08 -2.11 0.00 0.00 103.75 0.00 Dead+Wind 300 deg-Service 19.08 -1.83 -1.05 -51.88 89.85 0.00 Dead+Wind 330 deg-Service 19.08 -1.05 -1.83 -89.85 51.88 0.00 0"Wiilmary Summa. 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 -19.08 0.00 0.00 19.08 0.00 0.000% 2 0.00 -22.89 -11.29 0.00 22.89 11.29 0.000% 3 0.00 -17.17 -11.29 0.00 17.17 11.29 0.000% 4 5.64 -22.89 -9.77 -5.64 22.89 9.77 0.000% 5 5.64 -17.17 -9.77 -5.64 17.17 9.77 0.000% 6 9.77 -22.89 -5.64 -9.77 22.89 5.64 0.000% 7 9.77 -17.17 -5.64 -9.77 17.17 5.64 0.000% 8 11.29 -22.89 0.00 -11.29 22.89 0.00 0.000% 9 11.29 -17.17 0.00 -11.29 17.17 0.00 0.000% 10 9.77 -22.89 5.64 -9.77 22.89 -5.64 0.000% 11 9.77 -17.17 5.64 -9.77 17.17 -5.64 0.000% 12 5.64 -22.89 9.77 -5.64 22.89 -9.77 0.000% 13 5.64 -17.17 9.77 -5.64 17.17 -9.77 0.000% 14 0.00 -22.89 11.29 0.00 22.89 -11.29 0.000% 15 0.00 -17.17 11.29 0.00 17.17 -11.29 0.000% 16 -5.64 -22.89 9.77 5.64 22.89 -9.77 0.000% 17 -5.64 -17.17 9.77 5.64 17.17 -9.77 0.000% 18 -9.77 -22.89 5.64 9.77 22.89 -5.64 0.000% 19 -9.77 -17.17 5.64 9.77 17.17 -5.64 0.000% 20 -11.29 -22.69 0.00 11.29 22.89 0.00 0.000% 21 -11.29 -17.17 0.00 11.29 17.17 0.00 0.000% 22 -9.77 -22.89 -5.64 9.77 22.89 5.64 0.000% 23 -9.77 -17.17 -5.64 9.77 17.17 5.64 0.000% 24 -5.64 -22.89 -9.77 5.64 22.89 9.77 0.000% 25 -5.64 -17.17 -9.77 5.64 17.17 9.77 0.000% 26 0.00 -51.39 0.00 0.00 51.39 0.00 0.000% 27 0.00 -51.39 -3.58 0.00 51.39 3.58 0.000% 28 1.79 -51.39 -3.10 -1.79 51.39 3.10 0.000% 29 3.10 -51.39 -1.79 -3.10 51.39 1.79 0.000% 30 3.58 -51.39 0.00 -3.58 51.39 0.00 0.000% 31 3.10 -51.39 1.79 -3.10 51.39 -1.79 0.000% Job Page WxToweY 10111678 - 141131 - B HORTONS LANE 6 of 8 Project Date Ifimley-Horn and Associates,Inc. KHCLE-54844 17:17:01 05/01/24 421 Fayetteville St.,Suite 600 Raleigh,NC27601 Client Designed by Phone:(919)677-2000 Smartlink/AT&T FAX. Zachary A. Medoff, P.E. Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 32 1.79 -51.39 3.10 -1.79 51.39 -3.10 0.000% 33 0.00 -51'39 3.58 0.00 51.39 -3.58 0.000% 34 -1.79 -51.39 3.10 1.79 51.39 -3.10 0.000% 35 -3.10 -51.39 1.79 3.10 51.39 -1.79 0.000% 36 -3.58 -51.39 0.00 3.58 51.39 0.00 0.000% 37 -3.10 -51.39 -1.79 3.10 51.39 1.79 0.000% 38 -1.79 -51.39 -3.10 1.79 51.39 3.10 0.000% 39 0.00 -19.08 .2.11 0.00 19.08 2.11 0.000% 40 1.05 -19.08 -1.83 -1.05 19.08 1.83 0.000% 41 1.83 -19.08 -1.05 -1'83 19.08 1.05 0.000% 42 2.11 -19.08 0.00 -2.11 19.08 0'00 0.000% 43 1.83 -19.08 1.05 -1'83 19.08 -1.05 0.000% 44 1.05 -19.08 1.83 -1.05 19.08 -1.83 0.000% 45 0.00 -19.08 2.11 0.00 19.08 -2.11 0.000% 46 -1.05 -19.08 1.83 1.05 19.08 -1.83 0.000% 47 -1.83 -19.08 1.05 1.83 19.08 -1.05 0.000% 48 -2.11 -19.08 0.00 2.11 19.08 0.00 0.000% 49 -1.83 -19.08 -1.05 1.83 19.08 1.05 0.000% 50 -1.05 -19.08 -1.83 1.05 19.08 1.83 0.000% Non-Liinear.Conver ence,Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00000001 3 Yes 4 0.00000001 0.00000001 4 Yes 4 0.00000001 0.00000001 5 Yes 4 0.00000001 0.00000001 6 Yes 4 0.00000001 0.00000001 7 Yes 4 0.00000001 0.00000001 8 Yes 4 0.00000001 0.00000001 9 Yes 4 0.00000001 0.00000001 10 Yes 4 0.00000001 0.00000001 11 Yes 4 0.00000001 0.00000001 12 Yes 4 0.00000001 0.00000001 13 Yes 4 0.00000001 0.00000001 14 Yes 4 0.00000001 0.00000001 15 Yes 4 0.00000001 0.00000001 16 Yes 4 0.00000001 0.00000001 17 Yes 4 0.00000001 0.00000001 18 Yes 4 0.00000001 0.00000001 19 Yes 4 0.00000001 0.0000000, 20 Yes 4 0.00000001 0.00000001 21 Yes 4 0.00000001 0.00000001 22 Yes 4 0,00000001 0.00000001 23 Yes 4 0.00000001 0.00000001 24 Yes 4 0.00000001 0.00000001 25 Yes 4 0.00000001 0.00000001 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00000465 28 Yes 4 0.00000001 0.00000466 29 Yes 4 0.00000001 0.00000466 30 Yes 4 0,00000001 0.00000465 31 Yes 4 0.00000001 0.00000466 32 Yes 4 0.00000001 0.00000466 33 Yes 4 0.00000001 0.00000465 34 Yes 4 0.00000001 0.00000466 35 Yes 4 0.00000001 0.00000466 36 Yes 4 0.00000001 0.00000465 37 Yes 4 0.00000001 0.00000466 38 Yes 4 0.00000001 0.00000466 39 Yes 4 0.00000001 0.00000001 40 Yes 4 0.00000001 0.00000001 41 Yes 4 0.00000001 0.00000001 42 Yes 4 0.00000001 0.00000001 43 Yes 4 0.00000001 0.00000001 44 Yes 4 0.00000001 0.00000001 45 Yes 4 0.00000001 0.00000001 46 Yes 4 0.00000001 0.00000001 47 Yes 4 0.00000001 0.00000001 48 Yes 4 0.00000001 0.00000001 49 Yes 4 0.00000001 0.00000001 50 Yes 4 0.00000001 0,00000001 tuxTower Job Page 10111678- 141131 - B HORTONS LANE 7 of 8 Kintley-Horn and Associates, Project Date Inc. KHCLE-54844 17:17:01 05/01/24 421 Fayetteville St.,Suite 600 Raleigh,NC27601 Client Designed by Phone:(919)677-2000 Smartlink/AT&T FAX.- Zachary A. Medoff, P.E. Maximum Tower`Deflections Service:Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load It in Comb. ° L1 35-1 0.207 39 0.0509 0.0000 Critical Deflections and Radius.of Curvature;-Service Wmd Elevation Appurtenance Gov. Deflection Till Twist Radius of Curvature Load it ft Comb. in 92.00 KVVSS-65A-R3 w/MP 39 0.207 0.0509 0.0000 Inf 82.00 KVVSS-65A-R3w/MP 39 0.207 0.0509 0.0000 Inf 65.00 48"Ox60'Cell Silo 39 0207 0.0509 0.0000 Inf 63.50 (12)LDF650A(1-1/4) 39 0.207 0.0509 0.0000 Inf 58.50 (12)LDF650A(1-1/4) 39 0.207 0.0509 0.0000 Inf Maximum Tower Deflecti6' ns MMlijh,':Wind Section Elevation Horz. Gov. rift Twist No. Deflection Load It in Comb. ° Lt 35-1 1.108 8 0.2725 0.0000 Critical.Deflections and Radius of Curvature:- Desi n:Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Curvature Load ft ft Comb. in ° 92.00 KVVSS55A-R3 w/MP 8 1.108 0.2725 0.0000 Inf 82.00 KVVSS55A-R3 w/MP 8 1.108 0.2725 0.0000 Inf 65.00 48"Ox60'Cell Silo 8 1.108 0.2725 0.0000 Inf 63.50 (12)LDF650A(1-1/4) 8 1.108 0.2725 0.0000 Inf 58.50 (12)LDF650A(1-114) 8 1.108 0.2725 0.0000 Inf Com cession Checks ; Pole Nipi n Data Section Elevation Size L L. KI/r A P. OP„ Ratio No. P It It ft inz K K op° L1 35-1(1) TP48x48x0.3125 34.00 0.00 0.0 47.3000 -22.89 2767.05 0.003 Pole Bendin best n..Data Section Elevation Size M.. OM". Ratio MY OMY Ratio No. M,,,, MY kip-ft kip-ft �M- kip-ft kip-ft WnY Lt 35-1(1) TP48x48x0.3125 555.81 2952.65 0.188 0.00 2952.65 0.000 Job Page WxTower 10111678- 141131 -B HORTONS LANE 8 of 8 Project Date Kimley Horn and Associates,Inc. KHCLE-54844 17:17:01 05/01/24 421 Fayetteville St.,Suite 600 Raleigh,NC27601 Client Designed by Phone:(919)677-2000 Smartlink/AT&T FAX.- Zachary A. Medoff, P.E. PoleShear,Desi n.Data Section Elevation Size Actual �V Ratio Actual OT„ Ratio No. V. V. T. T It K K �V kip-ft kip-ft OT L1 35-1(1) TP48x48x0.3125 11.29 830.12 0.014 0.00 3466.76 0.000 Pole Iinteiraction'Des� n`Data:._ Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M M,n. V T Stress Ratio Stress Ratio It OP W.. W,,, WV �T L1 35-1(1) 0.008 0.188 0.000 0.014 0.000 1.000 0.197 Section Ca :.ac Table Section Elevation Component Size Critical P ePfl— %Capacity Pass No. It Type Element K K Fail L1 35-1 Pole TP48x48x0.3125 1 -22.89 2767.05 19.7 Pass Summary Pole(1-1) 19.7 Pass RATING= 19.7 Pass FA Number. 10111678 K-H Project#:KHCLE-54844 Site Name: 1040-B HORTONS LANE Page 7 APPENDIX C Tower Base Anchorage Calculations Monopole Base Plate Connection FA p - 10111678. .• Site Name 1040-B'HORTONS LANE Project# �KHCLE-54844- JAnalysis TIA-222 Revision H Grout Considered: No. I",(in) 1i4plied Loads. . i Moment(kip-ft) 555.81 Axial Force(kips)1 22:89 Shear Force(kips) `. 11.29 Connection Properties Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (4)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 54.5"BC Pu—t=116.57 4)Pn t=243.75 Stress Rating Vu=2.82 d,Vn=149.1 47.8% Base Plate Data Mu=n/a 4)Mn=n/a Pass 52"W x 1.75"Plate(A572-50;Fy=50 ksi,Fu=65 ksi); Clip:8 in Base Plate Summary Stiffener Data Max Stress(ksi): 21.28 (Flexural) N/A Allowable Stress(ksi): 45 Stress Rating: 47.3% Pass Pole Data 48"x 0.3125"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) ,i APPROVED AS NOTED OCCUPANCY OR DAM X-a e.P. a �� USE IS UNLAWFUL FEE`=BY. WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENTAT OCCUPANCY OF 631-76&1602 8AM TO 4PM FOR THE I FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST OF BE COMPLETE FOR C.O. COMPLY W &TpwN CODES ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE REQUIREMENTS OF THE CODES OF NEW AS REQUI D AND CONDITIONS OF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS TQWN!PIANNI�C;BOARD i ZOW4I'•�AWSIffIfS DEG RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Y � TOWER SGOPF OF WORK- PROJECT DESCRIPTION , • REMOVE (6) COMMSCOPE SBNHH-1D65A ANTENNAS, (2) PER SECTOR • REMOVE (12) CDX723AT-DS DIPLEXERS, (4) PER SECTOR • REMOVE (24) 1-5/8' COAX CABLES �. • INSTALL (6) COMMSCOPE KWSS-65A-R3 ANTENNAS, (2) PER SECTOR • INSTALL (12) STX61742T-43 DIPLEXERS AT&T • INSTALL (6) PWRT-606-S 30' LONG DC POWER CABLES • INSTALL (24) 1-1/4' COAX CABLES GROUNDSCOPE OF WORK: SITE NUMBER M SINY001763 • REMOVE (3) RRH 2x40 07L-AT RRH'S (1) PER SECTOR • REMOVE (3) B25 RRH 4x30-4R RRH'S (1) PER SECTOR • REMOVE (3) 150AH BATTERY STRINGS • INSTALL (3) 4490 B5/B12 RRH'S, (1) PER SECTOR • INSTALL (3) 4415 B • INSTALL (3) 4478 814 RRH'S, (1) PER SECTOR 14 RRH'S, (1) PER SECTOR SITE NAME: 1040 B HORTONS LANE • INSTALL 3 4890 825/866 RRH'S, (1) PER SECTOR • INSTALL 3 4467 B77G RRH'S, (1) PER SECTOR • INSTALL 3 4467 B77D RRH'S, (1) PER SECTOR • INSTALL (4) VERTIV -48V RECTIFIERS FA #: 10111678 • INSTALL (2) 170AH BATTERY STRINGS ; • INSTALL (2) 6651 AND (1) 6610 BBU UNITS • INSTALL (1) GPS ANTENNA INSTALLED 10' FROM EXISTING PROJECT INFORMATION PACE #: MRNYJ044805, MRNYJ043761 , MRNYJ043783, MRNYJ044709,MRNYJ044467, MRNYJ043805, SITE NAME: 1040 B HORTONS LANE MRNYJ044297, MRNYJ044667 USID: 141131 FA#: 10111678 PROJECT: LTE RRH SWAP, 5G NR 1SR CBAND, SITE OVERLAY.LTE.2ND CARRIER, 5G NR 1SR CBAND, 5G NR SITE ADDRESS: SOUTHO HORNY 11 LANE 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 THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SHEET # DESCRIPTION REVISION # STRUCTURE TYPE: 95'-0' STEALTH POLE s� � �'o, 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 p 'i SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO GN-1 GENERAL NOTES 0 LATITUDE (NAD 83): 41.065583 / 41'03'56.1"N SANITARY SEWER SERVICE, PORTABLE WATER, OR TRASH DISPOSAL IS REQUIRED, NO COMMERCIAL SIGNAGE AND NO C-1 OVERALL SITE PLAN 0 LONGITUDE (NAD 83): -72.432678 / 7725'S7.6"W LANDSCAPING IS PROPOSED. C-2 ENLARGED SITE PLAN p GROUND ELEVATION: t39' (AMSL) DO NOT SCALE DRAWINGS C-3 EQUIPMENT LAYOUT & WEST ELEVATION 0 COUNTY: SUFFOLK COUNTY o° n S'' CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING r u n *rp , DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL C-4 (E) & (N) ANTENNA DETAILS 0 ZONING JURISDICTION: CITY OF SUFFOLK w.1 ,1t IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF C-5 PROPOSED ANTENNA SCHEDULE p CURRENT ZONING: LI - LIGHT INDUSTRIAL - ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. A-1 CONSTRUCTION DETAILS p AT&T LEASE AREA: 128 SQ. FT. ; p A-2 CONSTRUCTION DETAILS p APPLICANT: AT&T MOBILITY PALS C7 9 4 60 WEST AVENUE ,o E-1 SITE INPUT DATA p WAYNE, PA 19087 ` TOWER OWNER: TBD s G-1 GROUNDING PLAN 0 TOWER OWNER SITE ID: TBD G-2 GROUNDING DETAILS 0 BUILDING CODES RF-1 PLUMBING DIAGRAM - ALPHA SECTOR 0 REDS DATA Jr1r; a ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN RF-2 PLUMBING DIAGRAM - BETA SECTOR 0 ACCORDANCE WITH HE CURRENT EDITIONS OF HE FOLLOWING CODES AS REDS ID: REDS-11777 DATED: 01/30/2024 �. y ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE RF-3 PLUMBING DIAGRAM - GAMMA SECTOR 0 }4„. PLANS LATEST 1EDITIONS OF THE S TO BE FLL OWING TO RCODFS.MIT RK NOT CONFORMING TO HE REVISION: 1.0 VERSION: 1.0 2018 INTERNATIONAL BUILDING CODE UPDATED BY: 809231D ` tit icai�\t 2018 INTERNATIONAL MECHANICAL CODE i-j Z" 2017 NATIONAL ELECTRICAL CODE DATE/TIME UPDATED: 03/25/2024 ` {'` FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND DRIVING DIRECTIONS STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. TO UNDERGROUND ACN OF TIES BEFORE FROM 7150 STAND.NtD pRIyE,TLU11D4ER,MD 21076: SPECIFICEQUIREMENT, HEWHERE THERE IS CONFUCT BSPECIFIC REQUIREMENT A GENERAL REQUIREMENT HHALL GOVERN. A UNDERGROUND FACILITIES BEFORE YOU DIG IN NEW HEAD SOUTHWEST ON STANDARD DR TOWARD PARKWAY DR,ROAD NAME CHANGES TO PARK CIRCLE DR TURN LEFT ONTO COCA CDLA OR,TAKE THE RAMP ON THE LEFT • BOROUGHS),CALLL DIG(NORTH OF 5 SAFELY NEW YORK FOR MD-100 FAST AND HEAD TOWARD GLEN BURNIE,TAKE HE RAMP ON THE RIGHT FOR MD-295 AND HUD TOWARD BALT/WASH PKWY/BAI.TIMORE,KEEP RIGHT, FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION TOLL FREE:1-BOD-962-7962 OR HEADING TOWARD BALTIMORE,TAKE THE RAMP ON THE RIGHT FOR 1-895 NORTH AND HEAD TOWARD BALTIMORE HARBOR/TUNNEL THRUWAY,ROAD NAME CHANGES TO ADA ACCESS REQUIREMENTS ARE NOT REQUIRED www.dlgsafelynewyork.com 1-95 N,KEEP STRAIGHT TO STAY ON 1-95 N,TAKE THE RAMP ON THE RIGHT FOR I-295/DE-141 NORTH AND HEAD TOWARD DEL MEM SR/NY-NJ/NEWPORT. HIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT NEWYORKSTATUTE KEEP STRAIGHT TO STAY ON T-295 N/US-40 E,BRTERMG NEW JERSEY,KEEP STRAIGHT,HEADING TOWARD NEW YORK CITY,KEEP STRAIGHT TO GET ONTO 1-95 N,TAKE PRODUCE ANY SEWAG REQUIRES MIN OF THE RAMP ON THE RIGHT FOR US-46 AND HEAD TOWARD FAMES PARK/THE RIDGEFIEIDS,KEEP RIGHT.HEADING TOWARD PALISADES PARK/RIDOEREID,KEEP LEFT Know .Wh3t'8 below. WORKING DAYS NOTICE TO GET ONTO US-46 E/US HIGHWAY 48,KEEP STRAIGHT TO GET ONTO US-46 E/US HIGHWAY 46,TAKE THE RAMP ON THE LEFT FOR 1-95 NORTH/US-1 NORTH/ Cal before you dig. BEFORE YOU EXCAVATE US-9 NORTH 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/1-295 SOUTH,KEEP LEFT,HEADING TOWARD EASTERN LONG 6,AT THE ROUNDABOUT,TAKE HE 2ND OUT,CONTINUE ON NY-25/MAIN RD, TURN LEFT ONTO LOVE LN,TURN RIGHT ONTO COUNTY ROUTE 48,ROAD NAME CHANGES TO COUNTY ROAD 48,TURN RIGHT ONTO HORTONS LN,ARRIVE AT 104G-S HORTONS LANE SOUIMOLD NY 11971 SITE NUMBER:SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE CEOF NFIry1 L3s �0 °9 TITLE SHEET AT&T@�smartlink Q. :o Try I o n m W (2024 UPGRADE) ® 1040-B HORTONS LANE Z"F F 043 ' oq T<s9A'A^ ya SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSUED FOR REWEW sHA 9p"ESSIONP A wEsr AVENUE ANNAPous, MD 21401 1R1-8 —669TEXAS 5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY wnrnE, PA 19087 1-ees-sss-5421 SINY001763 T-1 0 f 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 1.4. OEM - ORIGINAL EQUIPMENT MANUFACTURER LAWFUL MANNER. 57. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 1B-22 LB-FT (24.4 - 29.8 NM). 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. BY AT&T TECHNICIANS. EXCEEDING (6) FEET.WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMTTTED TO MAKE 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND 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. 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND 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 DR COAXIAL CABLE NOTES DRAWINGS SHALL GOVERN. EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD WITH T CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR 62. TYPES AND SIZES OF THE ANTENNA CABL ES ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO 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 IM CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON.A DAILY BASIS. WORK. 63. CONTRACTOR SHALL VERITY THAT THE DOWNTILT OF EACH ANTENNA IS WITHIN +/- 0.5 DEGREES OF SPECIFICATION WITH AN 8. 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. LDF 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. OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, NOT TO EXCEED 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. ANTENNA MOUNTING 4'-0" OC. 12. ERECTION SHALL BE DONE IN A WORKMAN-LIKE MANNER BY 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. TORQUED TO MANUFACTURER'S RECOMMENDATIONS. PRIOR TO INSTALLATION. 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 BUTYL TAPE OR OTHER APPROVED WEATHERPROOFING METHODS PER AT&T UNTIL JOB COMPLETION. NORTH AND BE ORIENTED WITHIN ±S AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN f0.T SPECIFICATIONS. BUTYL.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. BUTYL 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:IOB: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,C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND � 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, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. TORQUE REQUIREMENTS 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, A GROUNDING AT THE ANTENNA LEVEL 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: B. GROUNDING AT THE MID LEVEL, TOWERS WHICH ARE OVER 200'-0",ADDITIONAL CABLE GROUNDING REQUIRED. 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 - C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE THREADS TO THE SOLID SURFACE. SOLID SURFACE D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT 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 E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 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 OAS®��O SITE NAME: 1040 B HORTONS LANE FNFIyYO9+ GENERAL NOTES AT&T smart6�n :Q Try I o n m ,il w (2024 UPGRADE) 1040-B HORTONS LANE Z"Fe 5 4.19 i r? SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 ,goFo4a+ Pe 60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING. TEXAS 75038 0 04/13/24 ISSUm FOR RENEW SHA ESS ON WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV I DATE DESCRIPTION I BY SINY001763 GN-1 0 LEGEND TREE ° ACCESS ROAD EXISTING BUILDING CHAIN LINK FENCE WOOD FENCE FENCE TREE/BUSH LINE �vwv PROPERTY LINE -- EXISTING BUILDING LEASE AREA LINE —••—••— UTILITY POLE OVERHEAD WIRE —0/H- 1 SEE EQUIPMENT C-3 LAYOUT r / EXISTING AT&T EQUIPMENT ROOM FOR INDOOR R_RHv 30' LONG DC TRUNKS � b �s (3) 18 PAIR FIBER TRUNKS `s Coll (24) EXWNG AT&T 1-5/8' COAX CABLES TO BE REMOVED ° h ° (6) E GS11NG AT&T PWRT—WO—S DC TRUNKS TO BE REMOVED 24) NEW AT&T 1-1/4' COAX CABLES (APPRO)L 190'-0') 2 C-4 I � I L _ _ J Nx$ 0 SCALE.- r•-20'-0•(11X17) ENLARGED SITE PLAN 0 10' MOW 20 0a 2•m2o-0•(2z sa) SITE NUMBER:SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE "FK r 0������ °m ENLARGED SITE PLAN AT&T s m art l i n a Ion m ; A Tr 0 W (2024 UPGRADE) e , e y w ® 1040-B HORTONS LANE Z"Fo •4.lS ,< tea° SITE NUMBER SHEET NUMBER REV 10 CHURCH CIRCLE 1825 W. WALNUT HILL UWE, SURE 120 SOUTHOLD,NY 11971 pgoF P` 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING. TEXAS 75038 0 04/13/24 IS91m FOR REVItIY SHA essoN WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 C-2 0 A 1 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 ONES, 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&T SWITCH 120V/15A 9'-9^ 120V/15A 9'-9" EXISTING AT&T 13LB CO2 EXISTING AT&T 13LB CO2 FIRE EXTINGUISHER FIRE EXTINGUISHER �2 (3) EXISTING AT&T RRH 2x40 (3) NEW AT&T 4890 (3) NEW RRH (TYP.. O OF 1 PER SECTOR) 4490 BS18112 CT( 07L—AT TO BE REMOVEDB25/966 RRH F EXISTING HVAC UNIT (TYP. OF 1 PER SECTOR) OF I PER SECTOR) (2) EXISTING AT&T FIBER TO BE RELOCATED �" (3) NEW AT&T 4487 B77G RRH MANAGEMENT BOX (TYP.) (3) EXISTING AT&T FIBER (TYP. OF 1 PER SECTOR) (3) EXISTING AT&T RRH 4x25 of MANAGEMENT BOX (TYP.) � DISIING (3) NEW . OF P1 ER SECTOR) WCR-4R (TYP. OF 1 PER SECTOR) RIELOCIATABLE 3) NEW AT&T 4415 B30 RRH (3) NEW AT&T UNISTRUr �TYP. OF 1 PER SECTOR) EXISTING TABLE ` (3) EXISTING AT&T B25 RRH ATTACHED TO WALL EXISTING AT&T TO BE RELOCATED I 4x30-4R TO BE REMOVED EXISTING AT&T TTWC—R48M21 (TYP. OF 1 PER SECTOR) TTWC—R48M21 EXISTING AT&T (3)ti EXISTING AT&T HVAC (TYP.2) EXISTING AT&T HVAC (TYP.2) TELCO BOARD DC6-48-60-1 SE RAYCAP BOX TELCO BOARD NEW AT&T 4478 814 RRH a) �TYP. OF 1 PER SECTOR) Ij, f t (6) NEW AT&T SOX61923420 DIPLEXER S MOUNTED TO GABLE 3 EXISTING AT&T RRH 4x25 Rp pQATEp EXISTING EXISTING HVAC WCR-4R (TYP. OF 1 PER SECTOR) J RACK A80� THERMOSTAT c HVAC UNIT �� (TYP. OF 2 PER SECTOR) in JUNCTIONING BOXT&T ❑❑ NEW AT&T 1 j DIPLEXEI;VS MOUNTED TOCABLE EXISTING AT&T RACK LTE RACK (3) EXISTING AT&T A(4 EXISTING AT&T ��DC6-48-60-18E RAYCAP BOX l (TYP. OF 2 PER SECTOR) 6 EXISTING AT&T LTE RACK f, CABLE CONDUITS C� EXISTING HVAC ` CCABLE CONDUITS UNIT EXISTING AT&T ELECTRIC, TELCO AND GROUND CONDUITS C � C \ EXISTING AT&T 200A EXISTING AT&T 200A EXISTING AT&T VERTIV 721 \\\ AC PANEL EXISTING AT&T VERTIV 721 \\\\ AC PANEL NPBB DC POWER PLANT WITH \ NPBB DC POWER PLANT WITH (6) EXISTING VERTIV -48V 1 (2) EXISTING AT&T (6) EXISTING VERTN -48V 11 (2) EXISTING AT&T RECTIFIERS 20_5^ \ \\ GROUND ROD (4) NEW VRTEN FIW 20,-5, \ ; GROUND ROD O O \\ RECTIFIERS O O \\ (2) EXISTING AT&T \ \\\ S9500 SIAD (3) EXISTING AT&T \\\ EXISTING AT&T FIF RACK WITH (2) NEW -48V 170M BATTERY \ EXISTING 150AH BATTERY \\ (3) DC12-48-60—RM RAYCAP STRINGS. TOTAL OF B \ \ O O \ O O \\ NEW AT&T (6) SOAMP. (b) STRINGS TO BE REMOVED \\\ (2) EXISTING AT&T \\\1 (1) SAMP BREAKERS \ S9500 SLAD \ \ 25AMP, (2) 18AMP ANDEXISTING AT&T FIF RACK WITH O O O O \ O O O O \ (3) EXISTING DC12-48-60—RM RAYCAP AND (2) NEW 6651 AND (1) 6610 SBU UNIT EXISTING EQUIPMENT LAYOUT scALE: 1/a•=''—o•(„x") 1 NEW EQUIPMENT LAYOUT — SCAB: 3/32•=,—o•c„x,» 2 0 2' 4' OR 1 2'=,'-0°(22x34 p 3' 6' i'2 OR 3 18•=1'-0° 22,14) SITE NUMBER:SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE cEOF Nfwy t�� �O °9 EQUIPMENT LAYOUT & WEST ELEVATION AT&T s m art l i m e.31: Try I o n m W (2024 UPGRADE) 1040-B HORTONS LANE .19NF 700�i'd' �2a SITE NUMBER SHEET NUMBER REV f0 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SURE 120 SOUTHOLD,NY 11971 0 04/13/24 ISSUED FOR RENEW SHA ggOFe8S10 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING. TEXAS 75038 WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY SINY001763 C-3 0 REV DATE DESCRIPTION BY ETOP_OF EXISTING STEALTH POLE LEV. ® 95'-0" _ TOP OF NEW AT&T ANTENNAS�— E1EY. O 94-0*t AGL OF NEW AT&T ANTENNAS_ ELEV. O 927-0 t AGL TOP OF COMPATIBLE CYLINDER ELEV. ® 85'-0"t AGL �— NEW AT&T (6) COMMSCOPE KWSS-65A-R3 -TOP OF NEW AT&T ANTENNAS ANTENNAS ELEV.0 s'�^-O t Aa - (6) STX61742r-43 OnDMRs OF NEW AT&T ANTENNAS ELEV. O 82-0:F AGL i i i �TOPP OF COMPATIBLE CYLINDER ELEV. ® 75'-0"t AGL i i Ijl i i TOP OF COMPATIBLE CYLINDER `r ELEV. 565'-0"f AGL i i i lil i i TOP�OF COMPATIBLE CYLINDER r ELEV. ® 55 0 f AGL i i i i �`r F COMPATIBLE CYLINDERTOP 45AA� ® 00 GL i 9 (3) 18 PAIR FIBER TRUNKS i (24) NEW AT&T 1-1/4' COAX CABLES i (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 El mi ������EXIS�TING GRADE _ ----� TOWER REUSE GUSTING SITE �ELEV-O 0 0 —� --------- ------- ---------------------------------------------------J SCALE: 3/32- V-0'(11x1n WEST ELEVATION 2 0 W 6' 12' OR 3 18'=1'-0' 1.1:1 SITE NUMBER:SINY001763 AT&T 0 SITE NAME: 1040 B HORTONS LANE .SO SITE wro9 EQUIPMENT LAYOUT & WEST ELEVATION AT&T smartfin �: :0 TryIon m W (2024 UPGRADE) ® 1040-B HORTONS LANE Z"� 4AS 4 0 9' 10 CHURCH CIRCLE o, ,04„1 y�z SITE NUMBER SHEET NUMBER REV 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 qaF P 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TEXAS 75038 O 04/is/24 ISSUED FOR REVIEW SHA E59 ON WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV I DATE DESCRIPTION BY ISINY001763 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 STRUCTURAL ANALYSIS ON THE TOWER, FOUNDATION, ANTENNA MOUNT, AND ALL ITS COMPONENTS. IT IS THE RESPONSIBILITY OF THE OWNER TO HAVE A ADJUST ANTENNA FRAMES AS NEEDED C-BAND AIR6419 B77D BOTTOM POSITION STRUCTURAL ANALYSIS PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS PRIOR TO THE INSTALLATION OF ANY NEW EQUIPMENT, TO KEEP ANTENNAS STRAIGHT OFF THE COAXIAL CABLES, ANTENNAS, OR APPURTENANCES ON THE TOWER. THIS STRUCTURAL ANALYSIS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL FACE ON EACH SECTOR 12" SEPARATION BETWEEN THE TWO ANTENNAS 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. n 3) NEW AT&T AN Da STING M AT&T MOVED(SBNHH-IDSBA) (3TE7(I A TO AT&T (SBNHMOVED -1 D85A) 3 NEW AT&T COMMSCOPE-KWSS-65A- NA TO BE REMOVED o ANTENNA TO BE REMOVED COMMSCOPE-KWSS-66A-R3) ANTENNAS (TYP. OF 1 PER�fOR) 1 (TYP. OF 1 PER SECTOR) #1 (TYP. OF 1 PER SECTOR) (1) ANTENNAS (TYP. OF 1 PER SECTOR) (1) 38"0 STEATH POLE e- s: o O� #2 (3) L (3) GPlIp1ati #3 G0p1°rye3 #2 �a�olp (2) �Not � V�r� j 6 , 4al��OR afb (2! , 38"0 STEATH POLE �, 38"0 STEATH POLE L RAD CT]RF72 O 92'-0' RAD CENTER O 82'-0' RAD CENTER O 92'-0' RAD CENTER O 82'-0' (6) EXISTING AT&T DIPUDM (6) EXISTING AT&T DIPLEXERS (6) NEW AT&T SIX61742T-43 CDX723AT-OS 7D BE REMOVED CCDDX723AT-DS TO BE REMOVED DIPLEXERS (YYP. OF 2 PER SECTOR) (7YP. OF 2 PER SECTOR) C". OF 2 PER SECTOR) r (6) NEW AT&T STX61742T--43 DIPLEXERS (TYP. OF 2 PER SECTOR) 38"0 STEATH POLE a RA 38"0 STEATH POLE D CENTER ®2'-0• RAD CENTER a 82'-0' RAO CENTER a 92'-0' At R2'-0' 38"0 STEATH POLE RAO CENTER a 92'-0' REUSE EXISTING SITE TOWER GROUNDING EXISTING ANTENNA PLAN SCALE 3/4'=1'-0'("""� 1 PROPOSED ANTENNA PLAN SCALE 31,C-l'-O'(11:17) 2 0 .5' 2' OR 1-1/2*-I'-0' 22x34 0 .5' 1' 2' 1 OR 1-1/2=-V-0' M34 SITE NUMBER:SINY001763 AT&T �����o SITE NAME: 1040 B HORTONS LANE ® ��OFNewyo9 (E) & (N) ANTENNA DETAILS � � AT&T smartlin : Trylon m W (2024 UPGRADE 10 CHURCH CIRCLE a 1040-B HORTONS LANE y"�opq��4 39'°° �' SITE NUMBER SHEET NUMBER REV 1825 W. WALNUT HILL LANE, SURE 120 SOUTHOLD,NY 11971 1 0 04/13/24 ISEORREIEW SHA 60W� � ANNAPOLIS. MD 21401 IRVING. TEA75038 D A87 S �FESSIONP SINY001763 C-5 0 SUFFOLK COUNTY REV I DATE DESCRIPTION I BY PROPOSED ANTENNA SCHEDULE AND RF SYSTEM SECTOR ANTENNA ANTENNA MAKE/MODEL AZIMUTH RAD CENTER TIP HEIGHT RRH MAKE/MODEL SQUIDS FEEDUNE FEEDUNE LENGTH POSITION (1) 4490 B5/B12 (AT GROUND) j1 C SS-65A— 0' 92'-0" 94'-0" (1) 4467 B77G((AT GR UND) 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 (1) RRH 4x25 WCR-4R (AT GROUND) (AT GROUND) (1) 18—PAIR FIBER TRUNK 190—0 (1) 4478 B14 (AT GROUND) #2 COMMSCOPE O' 82'-0" 84'-0" (1) 4890 B25/866 (AT GROUND) KWSS-65A—R3 (1) 67 977D (AT GROUND) (2) STX61742T-43 DIPLEXERS (TOP) (2) SOX6192342Q DIPLEXERS (AT GROUND) (1) 4490 B5/1312 (AT GROUND) #1 COMMSCOPE— 120' 92'-0" 94'-0" (1))4467 B77G(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 (1) RRH 4x25 WCR-4R (AT GROUND) (AT GROUND) (1) 18—PAIR FIBER TRUNK 190—0 (1) 4478 B14 (AT GROUND) #2 COMMSCOPE 120' 82'-0" 84'-0" (1) 4890 B25/B66 (AT GROUND) KWSS-65A—R3 (1) 4467 977D (AT GROUND) (2) STX61742T-43 DIPLEXERS (TOP) (2) SQX6192342Q DIPLEXERS (AT GROUND) (1) 4490 B5/B12 (AT GROUND) #1 COMMSCOPE 240' 92'-0" 94'-0' (1) 67 B7 G(AT(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 ■ (1) RRH 4x25 WCR-4R (AT GROUND) (AT GROUND) (1) 18—PAIR. FIBER TRUNK 190-0 COMMSCOPE " " (1) 4478 B14 (AT GROUND) #2 K COMMSCOPE 240' 82—0 84—0 (1) 4890 B25/B66 (AT GROUND) (1) 4467 977D (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 ® SITE NAME: 1040 B HORTONS LANE °F N90 °9 PROPOSED ANTENNA SCHEDULE AT&T smart9 i n Try I o n m _ (2024 UPGRADE) 10 CHURCH CIRCLE ° ® ' 1040-B HORTONS LANE Fo,F,o.1,4 y°a° SITE NUMBER SHEET NUMBER REV 60 WEST AVENUE ANNAPOUS, MD 21401 1825 W. WALNUT HILL LANE, SURE 12o SOUTHOLD,NY 11971 0 04/13/24 LSSum FOR REVIEW SHA gOFess+oN4 WAYNE. PA 19087 I�1-855-66 54218 SUFFOLK COUNTY SINY001763 C-6 0 REV DATE DESCRIPTION BY ERICSSON-4478 B14 RRH fl -1 DIMENSIONS, WxDxH: 15" x 13.2" x 7.4" i7 POWER CONSUMPTION: 4 x 40W FOR 4T4R OR 2 SECTORS AT 2x40W FOR 2T2R WEIGHT: 60 LBS. ONE CPRI CONNECTION PER RRH 15" 7.4" Mi Eeliwu11111111111111111 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIffilItt] N u --nJ c6q u V_64J Bee OO -lee 0 O © O O ERICSSON - RADIO 4490 ® O ® ® ERICSSON - RADIO 4890 e� WEIGHT: 20.8 LBS WE]GHi 20.8 LBS ® SIZE (HxWxD): 15.1207.484.77 IN. e® Ar® SIZE (HAW): 18.12x17.48x6.93 IN. FRONT SIDE 4490 135/1312 DETAIL NOT TO / NOT TO SCALE 4890 B25 666 DETAIL SCALE 2 t4478 B14 DETAIL NOT 3 Y MANUFACTURER: ERICSSON MODEL: RADIO 4415 ` " WEIGHT: 47.4 LBS �= ` 7 •' • ° ¢'o • ° �" �`' DIMENSIONS: 16.54 Hx6.30 Wx13.47"D � = • � " o •q� os �` O a rf ji r • ;;d a�,r {� �',F�"�}t;t sari•ti L1 4 I •� �b • "� a._,... T 0 P Mechanical Specifications Wind LOedrr>0@Yeloaty 1850N@ 150 knVh(416 Ibf@150 kn*) ` ; frontal Wind Ldadklg @ Velodty 163.0 N @ 150 knVh(36.61bf @ 150 knvh) i lateral yAnj l.oedfng@Velodt 352.ON@750$nVll(79.1)bI@150 km/h) Model Number Radlo 4-06744B78S44KRC16189212 ind C08tlug @Veloury 1690N@150 krtVh(42.5Ibf@150 krtUh)'' ._,__ l lace of Orlg@t; 1.. China I 'WIpc[Speed,mmrlmum 241 km/h(150 mpb). Brand Name .. .:Ericsson Coed uon Dimensions .Used internal dlmonslon -480mm•370mm-155mm 3mmmI11min o 191mm17.12eIn 'NaC0elgbC 23.3k9 l !. _ ._ .. .. .. ... _.. .. 1219nm147.Mln. SIDEFRONT _ ;. _....__ _ .... . _._._ . ,_. _ . ._ _ _ .. ..__ F R O N T °tYlnStock ,ntd5 ., .. a.nwaam, roarm y 1e1t9135Awro NOT TO NOT TO NOT TO 4415 B30 DETAIL SCALE 4 4467 B77G AND 4467 B77D DETAIL SCALE 5 COMMSCOPE KWSS-65A-R3 DETAIL SCALE 6 SITE NUMBER:SINY001763 AT&T ® SITE NAME: 1040 B HORTONS LANE �� } a•'•'•0 °9 CONSTRUCTION DETAILS AT&T s m art f 6 n k o. :- Try l o n (2024 UPGRADE) • i J, a e9 1040-B HORTONS LANE 10 CHURCH CIRCLE ��op 0431A ' SITE NUMBER SHEET NUMBER REV 60 WEST AVENUE ANNAPOLIS, MD 21401 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 p 04/13/24 ISWM FOR REVIEW SFU1 gaFESSI�NP WAYNE, PA 19087 111--8-855TEXAS ss 544221 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 A-1 0 MODEL Capacity AH NOMINAL DIMENSIONS NOMINAL NUMBER VOLTAG 8 Hr To 1.75 0 hr To 1.8 INCHES MILLIMETERS WEIGHT VPC ® 25'C A B C A B C Ibs. K SBS 170F 12 170 170 22.1 4.92 11.1 1 561 125 1 283 116 52.5 Tower Bottom Configuration:All Markets-. _ 2024 FDD:Only Confi9uratlonALI Site DDOnly(NoTDD)MIxI1cri-(33 _2;LTEGeI4c.,10 24NRCC14) , -tID:O1Z r0D Raai+�5.RA,1F�551+.rJ'1i2651C«SAU �'"� � �� � .�,,�:� • .�..�.«:. '� <74 : -t t taa - ttt a -' 1 it :-.. 1•t.•=' .». ".::.....-� ...,,,�� I ,pro � a n ° a..w,.Y'�:m.w ■�,i..uv uax :.SUea ms ..rnas casa,ss arau:.,a,1 ss,..m,wm.:��': {:` ,�•. �_:�,� �-^" _ R 111f.., rlwa'ri roc r::>.yr wil-{;lhar.1) m ■H.,.:1 1 a.,rnt?:r�haSn[a15-s,±;n :r c o o I twr ..mom,=,•.av,,.,a.^u _ w. se •U1Il`ze SReCcniroller 661,0 toreAterr,:,Oi O,lor)j. ,a,m>r3mu,o�.wn'0'-rr, i:arw mn.a incc, 661emz to - - __. • Er:c� arras I NE0.15930 1R482000E3 .. ., ._. .. r ^-*^u+ 1` `• RECTIFIER,NErSURE-512 tS 721.HIGH UMENCY, -48 VX.40 A/2000 W. 120/208/240 vac, SINGLE-PHASE INPUT,4.4 LBS. Tower Bottom Configuration:All Markets 2324 " tOnfiauration AL2t.Trirxe Mcde t12 TOD AAS NRc a<^25 LTE Cells and 12 tJR.Cetis) Tri-1410deJDD AAS=FOD NWLTe RANIP6651'6101l5LP-,R5013 CNTRY510.'SAU •'. '- E ` Strrir-',i t�lDts tr �,,ixs� �. 170AH BATTERY STRINGS DETAIL NOT to SCALE 2. (-48V) VERTIV RECTIFIER DETAIL NSCALE 3 r�K:s •>s (!•!<.r:s+Ra`R::,L'f�.B#1`fi1^•I�;�.i?Ri1:+:7,-.a"stE�SG.It�7ua{C'.zSx iaEL f3+9s.:a1^ .-.. . M t�xt•^< a[gw,avc. n 4 Cs2 r cisi a<g:;x7, ® �{�--��-,l A;k`Ci in,,,r-A-Td1� ""Gj;;{J{� CPh",••ff.9 ll:e�,t:l'++�7A.2,1Stte:r:XiF{Ik°331R:F41_Ill,".mR:;,.AiTxe".M;�KkSAi_�T.?.�5 _ 3� �(a]: <Vi, 3-tN:l iSyya�IV.5 i�7,x FT ±iW"AlCa i..41 6516 1 f �tF}r?}SE:ECwF? 17 �— -f 2(9 n) � sa !<oau.2a„ raoaWe Tower Bottom Configuration:All Markets 2024 1` ifo E m.'s'r'e.� p.e lnl • COtrtigUfUtiOnAL3:15658-ILTE83(1''PC:3:TODAASrPIRFDO+2=ati3:FDWIR :TE) "�' w,•< _ a a_cm.. -2xRAN?665 -CNTR6014+SAU as r: �rt+JCS _.- � � � d 011• 5 �W N la,,ma„ •Hedul<J �.____1��,.._-_. <r. z sawwtiil 1�4ti?sls {ia rsr , JIM.•}�...uw7 ,.. Tax ,ax,elr�_rsexa�cr0lrwts.;a•�{resat rrzs. ,+trao<»s,anrc.... ct2 ras,srr,,zv. ^ s;at tl1 JA Pnb t)LVn<t<r<i,22 mm ,I i »7Si 9:j[ TTSp r. 7tTS0:4;Lv f+.*ex.ti7! &.i SSSr) L , ::a:A.6[F �',7,.;�tt,#tl.rc c,,;riliSjR,,v:i1q.•rst xr+scn✓,sa cr,+t'+s,e•.,?ra3.;-���yrn-x1,n7tri-r,Rea<"c;:ts:7!.-L+iu:"r7 _._r �.�,_..i 9Y ;.*wr;,1-a.ems, o-- -or'-4 Dimensions Dimensions �vrbN:i-W-nzr�wye nx:w1;-1�;�r:� �.Hcight 118nun,14,601n ,;Hashr 117mm19.0061n YIIAdI 229lrm 18.0761n '•Wfdth 176 rntn16.929n - ( POP$ 571fin 12.2441n 01 mtn17:126In Ground S6reMi Wa - I._.__._ - • .:meta 5mn,a1a741 aiowd Screw 8lameta 5rrtn10167rh 6laamun PI iG.. .. - . ......__ _. , ;.. 9.P tmlater 426-122 nail � i''MowtlnA Wpe Dlom6mr 42.6-122 rrm Rertpa 6610/6651 BBU DETAIL NOT TO SCALE COMMSCOPE STX61742T-43 DETAIL SCALE 4 COMMSCOPE SQX6192342Q DETAIL NOT To SCALE SITE NUMBER: SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE OF Nelyy °9 CONSTRUCTION DETAILS AT&T s m art6 i a: Try I o n m (2024 UPGRADE) 10 CHURCH CIRCLE , < 1040-B HORTONS LANE ZNFo boas+ 1825 W. WALNUT HILL LANE SURE 120 SOUTHOLD,NY 11971 HgGF P a SITE NUMBER SHEET NUMBER REV 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TDIAS 75038 0 04/13/24 ISSUED FOR REVIEW SHA ess+oN WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY REV DATE DESCRIPTION BY SINY001763 A-2 0 SRE DATA INI'l1T WORKSNERT•INDOOR SITE POWER ESTIMATE TOOL RaObn: NE Market NYCMNJ - aw IRRRMYV0.TAGE OC PLANT8PEC61FD - - FA: 1a116T6 •xdvoc TSUBbtFNTLDAD: owAm oAkIDB W.xw esrmWrepBRENM,AD LOAD AS.mrSt 1lBax A5U3 tI1 . : eUBIP. a9CWNIDLD: i WAm ETTMTQ xA6FRKEB LDcrtbn NW tu Nm L.a 0wAm UFFlCENT oAl®8 claw Dam Cale Cam IaWd: 4SU24 NOMCONDMYUVLOApS-OCCWVERTERSVBTEMNOTREOUIRED - EaIYIFTEG CAPACRYREOVaFD: t6 KW C-pl.WdB: -,.Ka TOTALPROMRYdw LOAD: Mild WATTS and AIV5 .law ONBITEDGGENEMTURG SUITI: W KW PACE JOS ID: UANYJW20i ESTOUITE GENaeTCAPAGTY6UFFK,ENT IOI;PLA4Y�ptffIGU:AFk%1 CA,y BE RNE'J.EC!OHDC PUUT t.9R4S°D:ETI C OPLAMT:Ert�w STDawDCNa SV ]x1FUWB0BANE615B20 Job D.OcrIpllWl: NCAFnym •- •...-. : ISCOIWD:N0.DEMVpiO3Yarelt 4TON8CODLNO aw REGT61FRa REOuuTED M•tP to WEGIFIEp ENvwDRExrAl armE.t larpxa aBVREC1YE/1 SLOTS: 2. C8T0Ure SUFFIGENTIIVACCAPATJTY - CORV.TYPE:UMWERSALSL BTE•AGRT 3 RECTSLOTSWELFCAN MUSED PEAR CONV. - .. •31V CONVERTEP9 F>EOURED: 0 MOGC CONVERreRB REOVREDI IF.-NobC - •xw SlAiB: t1 MO DGWNVERreR9 REQVWEOI ESTTRAnDSATTERYRESEIWBTM. I1]OAN MVBIWNCS• 1.I.OURSI (OMaREGENERATOR•x ROURMNWUN) BTEFI: ENTER QUANTITIES OF EQUIPMENT a GC OPERATING VOLTAGE: NOTE:LMDVAWEG1tXRAM'EWF6EM'CNtl EE UWER SPECFED 0.y 1HQ FaWtJR G::vSUkYRGNVL'Okn"S)VEET-IP.ER CHAMGES NDEFAiCTLOAO VA[425 nRE HGf•I-WRIkDN&l%RfiY Lqv rr -BE wATR ON •' 'AWJRaW VOLTAGE WATTS Ott TARFAMP(MCPAorSVA)EWT '!.- V TAGS'.. wATP: ::.T'!tY.+C,:.:Yus;.+�.•anrwrb.rcn T'D::Re sTLVIrnsR.a;;.x_*, ereFx: ENTER DC PLANT TYPE FROM DROP-0OWNYRNU: - .'Lre WA WR4ab CWW3ENT' LTEdD•YPALSW I:WmRORT 0 02rIW RY FANff) 1d p Ott PEOVT U6ER WECGIED DC EWDDffNT WLiAGE mt13 J IdENERC•NV araaVOC PIIM Lb1EE6ElEC[EDiOgIATA4fAfACTIR�R50C RAVT) '0 CE!taaan LTEWBSBWIEBU-1DLL a 0 0'IALL10ma LTEEBUtA1nb;xeCF]N6 M 0 0 NGM1]llYp1b08 x1 0 D I 1UI 2d { 0 ... Emetsoe STD aBVOC N.vawe Txl Pbm BDOANE0.16920O EA=aan LTER895W1�U•201A M 0 0 NDW FSAM C1Rm.O-lE E801. N6A,ASAO.ABYu01 d5 0 R_TJ.�::. - .0 I 1 i M 0 aSV FRGtIURYDC PLAIN SPECIRED . 0 IFduaanVLCDMARBB1DUW M 0 0 Fbaw FSLM CrsIa06AYR,ABNO.AELO) M 0 D PaAWNER 12 oY6W r!Opa FTLItEB35 1 0 tOCPWRICONFGUTNiTJNCANBEIiEVEV7 QI DCPLANTV40MSIEEI) 0 IEl]on LTER88BWl EBU.IW9 M 0 0 ]WeFSIW CbmaR'igANaNq ABLYf.ABGDI a 0 -D Pawnma B0 YRG5bdW 20 0 0 1 I { d6:- 0 STEP M.TXISBTNT ONLYBROWN R•OENCR�oc PLANTPLANT TYPe RA38EEN SELECTED: 0 (ELamnL1ER8S5601MU•2DUS M 0 - - "0 POseNr IMVRfY0Oda m 0 01 1- M 0 p IEkaFax541 a p 'p Po.eraealWAvmNmW a 0 D i de. o o.Ena.mLTE1RB3521e M D .. } _ D M o 0 PBtd PN CWd M 0 �0 CCI125YAODAB6VA'MPAb .� 0 '0 ( -�i M 0 51EPi11: TMe STEP ONLYBXOVMRTWOOP82dM DC PLANT PLANT TYPE HAS BEEN SELECTED; `0 taoSamUCWa M 0 0 CG 125 WVS 0AC6VA WOW 2• 0 D M 0 0 IW]S BBUCWd M 0 ! 1 0'1 d5 0 STEPS: DOYOU WANT TOCONFIGUREA STANDARD STANB,"-E DC CONVERTER SYSTEM'/ N x ,835108UCeN M 6M O M 0 NDIE EVD{I9ElECT•YAHYNIECFATED OC PLMITCONVERTEftOP1GNS NtLBE B11+Aa8ED 0 JW3 P.- M 0 - - .Ott.. MCLLMYCELL BREEWIP6IENT v¢T.CE wATTe 0 I N 0 a I-WUC_ M a D A,LB?MSXD M o 0 1 :de 0 t tw'0&.comaR M o . - '�:•':; :. ..'.�,- ":.:.. 0'"U5P%43 NW8WRms.t -Y55 M 0 TOTALUBERWW'MEp WATTS: 0 " 0 A.LUNPRSS00UW01dmr AVt•ODB 0. Aiu M"500mflpT4(L(w0a) M 0 TG,AL-nw.sY,A¢33: 0 aTEPd: ENTER INDOOR SITE SUILDINGGRELMR DATA: rls„e-:,.' 1 u+ 1 02XDSRDSFFSm d6 Sa >G ANA6: (80u.n bObBR uwOfarWmrbrAD OpM618LM0aabWeUal T L t L:- : I - :0 CIxo MRROaISLAD Y'.M :T 0 •.�:i\�EETI SELECT OiE ENCLOBURETlPE58�: DINER' - Ott eWUr R.db Nerve WLTAfi :wATTa' 0 CIw SRDA6R-001 M 0 Qtt :USER WECGiEO AC EQIImAENT W!.TA4 5PFDffYTOTALFL00R8PACE(aouARE FeET): 0_ 1 AB 1 0 0 CI.m15310EOSCSONET) M 0 0 0 M I 0 0 Gvaa 15a5d AC5 D5VFRM8GK4) Y 0 0 0 SreFp: ENTER BRENVAC SYBTEIR MTA: - 0 21(W(US) ( M 0 �0 ITmPoNSan IMU(EBttl 1 Y I�.'0 D 0 0 9tWM(L2) AS 0 11GFlERG EORnR1N0 ( -b 1 W .0 0 TYa• 8IW Ott . .:-:' .. .. 0 I'_ -SAW MI P M 0 0 {GENEPoC D.1,dW M BPECGYINDWI0UALCwMSUNlT4WLR: XVAD 6 2 0 meop) M 0 0 iOEYffRGFtETCaOPMT { 0 0 0 .P.EYWDMDUALC-kg UNTT-R: BnuR_CamroM1r_L.O.ry NA - .0 - dxx5 WORJI I-M .I a 0 CGENEW RIAR M ( 0 0 0 WECIFYINOMOUALCmMp UNR1CNTL0. a(LB) -M 0 1 iGESrrERC En!aM D. BPECGYINOMOUALCeoMO UNRA]NTLIi: :.+ - J.:•.A:.::.. ..._. ,p:. -..030025"1 I M D '0 COENERGTMABW'sm WECIFYINOMDUALCOaMO UNRA:NTLR: - _ K; ::. - '0. 0456Wa G21 Y. 0 D IGEIEIUCTO ML9NfttDC) j a 1 0 TOTALUMRSPECWMDKVA: 0 SPECDY WOMOUAL CWMO UNRICNTLN: _ 0 I FON814FRIM ;�11 I 0 0 (NGCW I M 0 iOE 9 4VAC:S.YS: o AbSob BSANCA M D D icl.m2m1 1 M I Me T1ER¢BIie IIVAD NEATINQUNfT87ON - On w1xIT - RWbX..a - VOLTAGE wATie 0 ( -AIFS®bBWAIM - .o -1! 5 M p o :'Ao-a (._)w5ANFB TmALaPEaFED atTE XYAc. faTORa ESTLWreDXVAe RE1wRE6ENT: a•TOR6 ceoLnro D wLIG12.A1 I ®-! p 0 - AtrSo B_)BFSAHU 1 de ! D ro FLx.teC.Nm -o.{ MiUSmese (..M o D i -.Axsoe DUFe.m 928EBAKB M 0 0 FU41 Coma 0'-1 FMS32WO 1:'M 0 0' Du16b.1B12R6A118A 1 M" 0 -D 7"a2Cedn11 M i 0 R N.am.n wA�O.n_ConWN5 SELECTED USER NEEDS TO VERIFY GENERATOR RUN ALART6 -0 I RAUS me] {: M 0 0, OWBAndBYNA10C8 -M. O 13=11TXROUGHSMARTCONTROLLER. 0-) RRUSMm858AS26 :.M-.1 0 0:. AaBOb AAS39tl AEWB :b O '0 ConWOmp.dBWtdr DC WarySCOMfaBadl M .0 OCLOADSFOR8NELMRENVIRC1 NTALSY5TEMMEAUMMMCLYAODEDTOTNE 0 RRUM15Bri M 0 0 TnS.rdB1LB1lS20ANL80A 1',.M" 0 fE:;F =. DCPLANTLOAD S 1 IN WRC1SM168S0 3'de v0a o ,...A4ScY.B.mnAEOR 0.1 RRuuze lMe u- amWnA2av AS 0 0 RRIIN)5 B12 1:..M"T 0 0.. - AVSnbNM N]AE01t b p 8TFP6: e eTAT ENENATOR DATA 7BB14 dB 0 OO6 -AaTAgMRYM?H!RATOR> Y .� GENERAIIR8-11GY1: 10 0 RRUMTBW ° N 1 0 0. 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RRUSMSTI I"NN a 0- (RRUS44508]AE8 o as 6nog talB.auBmwyb mo<rg P'.n 0 .. sREPowER CALeuwTrox iooL-veNSloN sap-FeerU,ry>,xmd.. 0 d WrB]x2R.Go F."M .3 0 ANYOUEBIIONH PIJASEPANTACT RICKBADOENO(RBN30�ATTCaR- ..._ 0 ( - IWdDdd]3 WrD 40 { 0 _ _.._�. 6 W iRRUMBT NTDW CaoNDASOR - M i Ma S 1 IN iRRUMWOW12 OIWand 1 .M I =se] 0 (-tr_UM082.45m+LPNURRSe t a I 0 3 1 IN :M4aW0V0SM 1- M i 33a o -Awafa pnD 0 1 tRRU."814.m 1•de I o DnD.BTTM L a 1 0 L; SITE DATA INPUT N.T.S. SITE NUMBER: SINY001763 AT&T _ ® SITE NAME: 1040 B HORTONS LANE c�°F"Ewr �® ���� ��� n °9 SITE INPUT DATA smart 8 d:�;••� Tr 101 1 (2024 UPGRADE) AT&T a , Y 10 CHURCH CIRCLE ® 1040-B HORTONS LANE yFoq ?0 SITE�� 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 qaP 'B Pia SITE NUMBER SHEET NUMBER REV 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TEXAS 75038 0 04/13/24 ISSIm FOR REVIEW SFU E5550N WAYNE. PA 19087 1-855-669-5421 SUFFOLK COUNTY REV I DATE DESCRIPTION BY SINY001763 E-1 0 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 ATT-TP-76300 2. APPROVED ANTIOXIDANT COATINGS (LE, CONDUCTIVE GEL OR PASTE) /2 AWG GROUND CONDUCTOR ATT-CEM-18002 SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND FROM ANTENNKS CM. 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 SHALL BE BONDED TO THE GROUND RING, IN (1) (1) ACCORDANCE WITH THE NEC. 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 os MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC 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 (3) , (3) \\ \ DESIGNATED GROUND CONNECTION SHALL BE DRILLED AS NECESSARY TO (2) J� \ \\ \ / I` 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 UNIT) \ �\\ LUG. (ATTACH PER MANUF. SPECS) ENGRAVED 7. GROUND BARS SHALL BE TINNED COPPER AND SHALL BE ENGRAV OR L IMPRESSED "STOLEN-DO NOT RECYCLE" AND/OR "PROPERTY OF AT&T", RAO CENTER 0 92'-0" RAD CENTER a 82'-0" �� ETCHED OR STAMPED WITH SITE FA LOCATION AND SECURED WITH ;2 AWG GROUND CONDUCTOR EXISTING MASTER —_ _ ANTI-THEFT HARDWARE. FOR EACH SURGE SUPPRESSOR GROUND BAR ❑ / I (ATTACHE PER MANUF. SPECS.) / 8. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL / RESISTANCE TO EARTH TESTING FOR GROUND ELECTRODE SYSTEMS. TESTING SHALL BE IN ACCORDANCE WITH IEEE STD 81. � 1 9. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL KN GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 J_( [.I I.>,( f, II ❑� OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND �0l ANY OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHALL 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 BTS EQUIPMENT. 11. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL }._I ( )^;I \\\\ NOT BE USED FOR GROUNDING CONNECTIONS. 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 0 \\\ LARGER STRANDED, GREEN INSULATED GROUND WIRES. RAD CENTER O 92'-0" 0 82'-0" RAO CENTER 0 82'-0" \ \ \\\\ 13. GROUND WIRING INSTALLED OUTDOOR EXPOSED SHALL BE 60OV, GREEN SUNLIGHT 0 0 \�\\, ANNEAL D,RTIN ED, ORESISTANT LUN E THW O R THWN OR XH-TUNN DCLASS B OR CLASS STRANDED COPPER, SIZE 6 UNLESS OTHERWISE SPECIFIED. 14. GROUND RODS SHOULD BE SPACED AT APPROXIMATELY TWICE THEIR LENGTH AS PER ATT-TP-76416 SPECIFICATIONS. GROUNDING LEGEND MECHANICAL CONNECTION •�F 4 xr E � ao EXOTHERMIC CONNECTION SECTOR GROUND BAR REUSE EXISTING SITE GROUND WIRE TOWER GROUNDING ANTENNA GROUNDING PLAN scnlE 3/4"_1'-0^(1""') EQUIPMENT GROUNDING PLAN scale 1/4"'r—°"("`'� 2 0 .5' 1' 2' (OR) 1-1 2"vi'-0' 2204 0 2' 4' OR IL/- 4*- 2'-1'-0"(22x34) SITE NUMBER:SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE ��0 NE4yy a ��:�:�� °9 GROUNDING PLAN AT&T s m artl 6 gn o:0- 1:Q Try I o n m W (2024 UPGRADE) e 1040-B HORTONS LANE Z"F, �4.19 4 �a� SITE NUMBER SHEET NUMBER REV 1043 10 CHURCH CIRCLE A 1625 W. wALNur HILL LANE, surrE 120 SOUTHOLD,NY 11971 gOFESSIO�A 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TEXAS 75038 0 04/13/24 ISSUED FOR REVIEW SHA WAYNE. PA 19087 1-855-669-5421 SUFFOLK COUNTY REV I DATE DESCRIPTION BY SINY001763 G-1 0 USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P","A "I') WITH 1" HIGH LETTERS. 4-XI/4- SOLID COPPER BAR PARALLEL EXOTHERMIC WELD EXTERIOR GROUND RING, (CADWELD® THERMOWELDO OR 3 AWG SOLID, BARE, TINNED m EQUIVALENT). o ° 00 ^ COPPER GROUNDING p o 0100 UTILIZE EXISTING GROUND , NO "T" (90')—WELDS ALLOWED. o 0 0 CONDUCTOR � o p pA° p o BAR ON WALL OR TOWER. NO SLAG OR o 0 o IF EXISTING GROUND BAR DEFORMITIES ALLOWED INSULATOR 0 p o ° IS FULL THEN CONTRACTOR o SHALL PROVIDE A NEW GROUND BAR TWO—HOE, LONG BARREL COMPRESSION LUG WITH #2 STRANDED COPPER CONDUCTOR AND GREEN MINIMUM BENDING ` THHN INSULATION TO GROUND BAR. ROUTE O O OO O OQQO QO RADIUS 6 INCHES, CONDUCTOR TO MASTER GROUND BAR. AND O O O O QO QO O OD (12 INCHES PREFERRED) CONNECT WITH TWO—HOE LUG. TYPICAL ' EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND BRANCH, 2 AWG SOLID, DESTINATION. #4/0 TO GROUND RING VIA BOTTOM BARE, TINNED COPPER SECTION "P" — SURGE PRODUCERS GROUND BAR AND INTERMEDIATE GROUNDING CONDUCTOR ROUND BARS AS REQUIRED. CABLE ENTRY PORTS (HATCH PLATES) GENERATOR FRAMEWORK (IF AVAILABLE) TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND +24V POWER SUPPLY RETURN BAR (#2) —48V POWER SUPPLY RETURN BAR (#2) RECTIFIER FRAMES TYPICAL EXTERIOR GROUND RING CONNECTION NOT TO NOT To NOT TO SCALE GROUND BAR SCALE 2 SECTOR GROUND BAR scAE 3 Q¢ 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 'rvPE vA-2 lYPESY NUT (TYP) HEAT SHRINK (CLEAR) NUT (TYP) BLACK HEAT SHRINK UV RATED S/S SPLIT WASHER (TYP) GROUNDING S/S SPLIT WASHER (TYP) CONDUCTOR GROUNDING 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) TYPE N� TYPE SS TYPE GR� BURNDY TWO HOE LUG WITH LONG BARREL FOR #6 BURNDY TWO HOE 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 G7a 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 MATING. 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 CADWELD GROUNDING CONNECTIONS SCALE 4 INTERIOR GROUND BAR LUG SCA E O rJ EXTERIOR GROUND BAR LUG NOT TO scAE 6 SITE NUMBER: SINY001763 AT&T SITE NAME: 1040 B HORTONS LANE °F"ewy° I�� �0 9 GROUNDING DETAILS AT&T@�smarthnk 06.3 0:a Try I o n C (2024 UPGRADE) e 1040-B HORTONS LANE Z"F b 4.19 ° 10 CHURCH CIRCLE 1825 W. 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WALNUT HILL LANE, SURE 120 SOUTHOLD,NY 11971 qoc 60 WEST AVENUE ANNAPOLIS. MD 21401 IRVING, TEAS 75038 0 04/73/24 ISSUED FOR REVIEW SHA eSSW WAYNE, PA 19087 1-855-669-5421 SUFFOLKCOUNTY REV DATE DESCRIPTION BY SINY001763 RF-1 0 Sector B y .3 4 r a y a r<rr sk . .._ .. } � P+�e-i ♦s g}" fl,. M rrx aQl'`aes 7 asC i*rF ,. gg =. $ a ,� r«_I�MI�N,; _a•114.,. ...� � � � � � 1 t�Ilr(IIiIYl�lirriM AMA .r[.�, 43F8 t'' 1 'R A iNlt p L ot7 G i3an d 11tvF- 'l� RF PLUMBING DIAGRAM BETA SECTOR N.T.S. SITE NUMBER: SINY001763 AT&T ® SITE NAME: 1040 B HORTONS LANE NEW ��� °9 PLUMBING DIAGRAM — BETA SECTOR AT&T@�smarthnk : Try I o n w (2024 UPGRADE) "® °O 1040-B HORTONS LANE Z"F 4{4.19 a o 10 CHURCH CIRCLE 1825 W. WALNUT HILL LANE, SUITE 120 SOUTHOLD,NY 11971 oAgoFoaa+� a��2 SITE NUMBER SHEET NUMBER REV 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING. 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SITE NUMBER:SINY001763 AT&T ® SITE NAME: 1040 B HORTONS LANE (EOF NE{yY °9 PLUMBING DIAGRAM — GAMMA SECTOR AT&T s m art I is ;: Try i o n (2024 UPGRADE) • 1040-B HORTONS LANE ZF i� SITE NUMBER SHEET NUMBER REV 4.19 4 0 10 CHURCH CIRCLE 1825 W. WALNUr HILL LANE, SURE 120 SOUTHOLD,NY 11971 apgoFoaa Ada 60 WEST AVENUE ANNAPOLIS, MD 21401 IRVING, TDW 75038 0 04/13/24 m FOR REYIflY SHA E5510N WAYNE, PA 19087 1-855-669-5421 SUFFOLK COUNTY - IREVI DATE I DESCRIPTION BY SINY001763 RF-3 0 ter' owl ��r , T 4� �. � MOM&� N Jan 21 , 2026 1 :21 .29 P 21 , 2026 1 :21 :08 P 46015 Middle Roa 46015 Middle Roa Southol Southol Suffolk bunt Suffolk Count New Yor New Yor z - C. l r r . ................. ...... 1 Jan 21 , 2026 1 :21 :01 P Jan 21 , 2026 1 :18*09 P 46015 Middle Roa 1044 Hortons Lan Southol Southol Suffolk Count Suffolk Count �Y New Yor New Yor