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HomeMy WebLinkAbout51076-Z TOWN OF SOUTHOLD r� ,µ BUILDING DEPARTMENT TOWN CLERK'S OFFICE ti SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51076 Date: 8/15/2024 Permission is hereby granted to: Town of Southold Attn: DPW 53095 Route 25 Southold NY 11971 To: Modification to existing wireless communication tower: AT&T: Remove (6) antennas and all RRHs. Install (9) new antennas, (12) RRHs, and (1) surge protector, as applied for, with Planning Board approval. At premises located at: 165 Peconic Ln Peconic SCTM #473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 6/20/2024 and approved by the Building Inspector. To expire on 2/14/2026. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO-COMMERCIAL $100.00 Total: $600.00 Building Inspector O"��r `fl g TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • ,` Telephone (631) 765-1802 Fax (631) 765-9502 htt :J1� .sorathrldlwnn ov. Date Received APPLICATION FOR BUILDING PERMIT 2RVIAE For Office Use Only PERMIT NO, Building Inspector �"' `i�'IV ZW 2 y� Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: Town of Southold SCTM#1000-75-5-14.1 Project Address:41405 Route 25, Peconic, NY 11958 aka 165 Peconic Lane Phone#:631-765-1800 Email: MailingAddress:Same as Above CONTACT PERSON: Name:Patrick O'Rourke c/o Centerline Communications Mailing Address:5550 Merrick Road, suite 302, Massapequa, NY 11758 Phone#:516-263-8817 ]�Email:porourke@clinellc.com DESIGN PROFESSIONAL INFORMATION: Name:TEP Engineering MailingAddress:326 Tryon Road, Raleigh, NC 27603 Phone#:919-661-6351 Email: CONTRACTOR INFORMATION: Name:E T Vanderbeck Inc Mailing Address:69 Lee Avenue, Haldon, NJ 07508 Phone#:973-689-6841 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes @@No 1 PROPERTY INFORMATION Existing use of property:Police Station,communication tower Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes FgNo IF YES, PROVIDE A COPY. lonal responsible for all and storm water Check 236 off the Town Code. AP PUCATION S HEREBY ADE to the Buildie owner/contractor/design ng Department nt for the Issuance of aeBuilding Permit pursues t provided by Reading: g pursuant to the Building Zone Chapter 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):Patrick O'Rourke 5RAuthorized Agent []Owner Date: Date: Signature of Applicant: s `,f STATE OF NEW YORK) SS: COUNTY OF Patrick O'Rourke being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named,� (S)he is the Agent (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 applic,fyiAvi true to the best of his/her knowledge and belief; and that the work will be performed in the manner set;(a anon file therewith. Sworn before me this .' VI) dayof Notary Public tiff t PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov 00 NV OLIVE a PLANNING BOARD OFFICE TOWN OF SOUTHOLD BUIl l 6 t TownofSOUL of MEMORANDUM To.. Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: August 15, 2024 Re Planning Department Report Proposed AT&T Upgrades @ 165 Peconic Lane Located at 41405 NYS Route 25, Peconic SCTM#1000-75.-5-14.1 Zoning District: B & R-80 The Planning Department has conducted a review of the proposed modifications referenced above pursuant to §280-74 B(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report dated July 19, 2024) which includes the following notation: "The generator must be installed in accordance with all relevant building, electrical, and fire codes, and the Applicant must observe the maximum acoustic noise level as well as the allowable testing hours as per the Town ordinance." The proposed AT&T equipment upgrade 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 rules for approvals of modifications to wireless facilities. Laserfiche File: Planning Department\Applications\Site Plans (SP)\Pending\1000-75.-5- 14.1 Wireless Facility at Southold Animal Shelter\Upgrades\1000-75.-5-14.1 Thank you for your cooperation. cc: Patrick O'Rourke, Centerline Communications Town of Southold, New fork CONS U LTA N T S , I N C. Telecommunications Site Review 2423 S.Orange Ave#317 Modification Application Orlando, .2 34593 Tel:877.438.2851 Fax:877.220.4593 July 19, 2024 Ms. Mara Cerezo,Planner Town Hall Annex Building Town of Southold 53095 Route 25 Southold,New York 11971 PROVIDER/ID: AT&T/FA# 10074795 ADDRESS: 41405 Route 25 (aka 165 Peconic Lane) LATITUDE: 41.041347 N LONGITUDE: -72.458686 W SCTM#: 1000-75.-5-14.1 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold ("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 ("Applicant")to modify equipment on an existing one hundred and thirty-one (131) foot (141.5' at top of highest appurtenance) lattice tower. The tower is located at 41405 Highway 25, Peconic,New York, although in previous review reports, the address has been described as 165 Peconic Lane,see Figure 1.Dish Wireless,T-Mobile and Verizon also operate at this site. Support,,,,Structure&Equipment Per the submitted construction drawings (CD's)1 the Applicant is proposing to remove six (6) antennas and all remote radio head units (RRHs). Two (2) surge protectors and three (3) antennas will remain as well as the existing antenna sector mounts. It is further proposed to install nine (9) antennas, twelve(12)RRHs and one(1)surge protector. There is an unknown microwave dish on the existing mount that will remain,see Figures 2 and 3. The table below details the final tower mounted equipment. TOWER EQU'l"PMEW 12 Antennas:3)Ericsson AIR 6419 B77D;3)Ericsson AIR 6419 1377G;3)Commscope NNH465A-R6H4; 3)Commsco a NNHH-65A-R4(existing) 12 RRHs:3)Ericsson 4415 830;3)Ericsson 4478 B14;3)Ericsson 4490 85/B12A;3)Ericsson 4890 B25/B66 3 Surge Protectors:2)Raycap DC6-48-60-18-8F(existing);1)Raycap DC9-48-60-24-8C-EV 1 1 Unknown Microwave Dish(existing) -3—j Sector Mounts(existirl I CDs prepared by Jacobs on behalf of Tower Engineering Professionals,M&H.Engineering,PLLC,dated 6/11/24 `Issued for Construction' signed and sealed by a New York Registered Professional Engineer. Town of Southold—SCTM#1000-75.-5-14.1 AT&T FA# 10074795-41405 Route 25 %;kySCa*JqW Paget C ON S U L T A N T S , I N C. On the ground all work will be within the existing AT&T shelter. One (1) fiber trunk and six (6) DC lines will be added to run along the existing ice bridge to connect the ground equipment with the tower mounted equipment, see Figure 4. On Sheet A-1 of the CDs it is shown to replace the existing generator with a new 40kW diesel generator, although no other details are given,see Figure 5.The generator must be installed in accordance with all relevant building, electrical and fire codes, and the &2plicant,must observe the maximum acoustic noise level as well as the allowable testing,hours as per the Town ordinance. Structural Analysis The Applicant submitted a structural analysis report prepared by Tower Engineering Professionals, dated June 4, 2024. The report criteria are based on TIA-222-H, 2018 IBC, 2020 Building Code of New York State, Risk Category II and Exposure Category C standards. The analysis concludes the tower structure and foundation are structurally adequate to support the existing and proposed loading. After the proposed installation the tower rating will be 89.3% and the foundation will be 83.2%both falling within the allowable 105%,see Figure 6. Since the existing sector mounts are being reused, the Applicant submitted an Appurtenance Mount Analysis, see Figure 7. The criteria are the same as the structural analysis referenced above and the report concludes the sector mounts have sufficient capacity to accommodate the existing and proposed tower mounted equipment with the recommendations as follows: RECOMMENDATIONS 1) If the load differs from that described in Table 2 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The modification of the existing structure could not be completed with existing approved AT&T item roaster part numbers. Our custom solution is required'to complete the project up to AT&T and current jurisdictional standards. a) (6)SitePro P2126 pipe(CONMAT Item No.ANT.16008) b) (36)SiteProl SCX2-K Crossover Kits(NOWCONM'AT) d) (6)SitePro 1 DCP12K Clamp Kits(NON-CONMAT). Ra io re unc RF)Exp sure Safety To verify RF exposure safety, the Applicant provided a Radio Frequency Safety Survey Report Prediction (RFSSRP) Report, prepared by Centerline, dated June 19, 2024. The analysis specifically addresses compliance of AT&T's transmitting facilities independently and in relation to all collocated transmitting facilities,which together constitute the RF environment at the site. The information provided within the study found the site to be compliant with FCC rules and regulations and caution signs are recommended at the base of the towers, see Figures 8 and 9. Town of Southold—SCTM#1000-75.-5-14.1 AT&T FA# 10074795-41405 Route 25 %�P-kysca*je Page C ON S U L T A N T S . I N C, Summary 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. 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—SCTM41000-75.-5-14.1 CKYSI�Wquft AT&T FA# 10074795-41405 Route 25 lipwiff— Page 4 C O N S U L T A N T S , INC. DeLorme Street Atlas USA®2009 k 'j �'A' '.. r , Pam ( Aky '�x , �!41 ' 'a" .rsv. 4 M� h sr Z EN'YEtlL'6N RD ,i' rcEl1.4A�ANY m � q Guaa 4wp�YNatwr `,y , t o a Data use subject to license, a1200 0 300 ©Del-orrne.DeLorme Street Atlas USA®2009 600 www delorme corn MN(13 6°W) Data Zoom 13-2 Figure 1—Site Location Map Town of Southold-SCTM#1000-75.-5-14.1 chysca*%Aft AT&T FA# 10074795-41405 Route 25 Page C ON S U L T A N T S , I N C. PROPOSED AT&T MOBILITY C9-48-60-24-8C-EV SURGE ARRESTOR (TOTAL OF 1) TOP OF HIGHEST ,d!'LF ILAI„�I,UANOI: .,,�,., , PROPOSED AT&T IMFOBp&..7'P"f ANTENNA ELEV, ., 141'.' 6't A G..L AIR841�9 877D O PO& 2k STACKED VERTICALLY EXISTING WHIP ANTENNA (TYP.)---.,�, y (TYP. OF 1 PER SECTOR,TOTAL OF 3) EXISTING MICROWAVE DISH (TYP.) - "^ PROPOSED AT&T MOBILITY 4490 95/812A RRH E RG PROPOSED E POS. 1 () OF 1 PER SECTOR, OF N AL OF 3) O ELEV 131'+—D'�kA C. - .� .. — ISTING AT&T MOBILITY ANTENNA 1 P F R ,g,I1 PIbP1 I YW r 1.0F-,6SA—R'4 ® POS. 1 --- -- — �' q ( Eo OF 1 PER SECTOR, rxF 130 O t AG.L T.TA1. OF 3) PROPOSED AT&T MOBILITY ANTENNA NNH4-65A—R6H4 O POS. 3 PROPOSED AT&T MOBILITY ANTENNA (TYP. F 3)O 1 PER SECTOR, AIR6419 877G O POS. 28, STACKED VERTICALLY TOTAL (TYP. OF 1 PER SECTOR, TOTAL OF 3) PROPOSED AT&T MOBILITY 4890 PROPOSED AT&T MOBILITY 4415 825/866 RRH O POS. 3 B30 RRH O PM 1 (TYP. OF 1 PER SECTOR, (TYP. OF 'I PER SECTOR, TOTAL OF 3) (BEHIND) TOTAL OF 3) PROPOSED AT&T MOBILITY 4478 814 RRH O PO& 3 (TYP. OF 1 PER SECTOR, TOTAL OF 3) PROPOSED HOIST GRIP SUPPORT' TO ACCOMMODATE PROPOSED EXISTING ANTENNA CABLING AT APPROX. 75't AGL (BY OTHERS) (TYR) AND AT AT&T RAD --°EXISTING SELF—SUPPORT TOWER ' ..: ,,. EXISTING AT&T (16) 7/8" COAX (2) 18 PAIR FIBER TRUNKS (TO REMAIN) (2) 7/8" COAX (4) 8 AWG DC TRUNKS (TO BE REMOVED) EN NGIN'EERING PROPOSED (1) 24 PAIR FIBER Bf94f24 FOR TRUNK AND (6) 6 AWG DC OUNT TO TRUNK (TO FOLLOW EXISTING EQUIPMENT. ROUTING AS PER TOWER ANALYSIS) N COMPLETED PROFESSIONALS E CAPACITY URE TO EQUIPMENT„ GROUND LEVER. FLEV, W-O"I (AOL')' t o 21% Figure 2—Tower Elevation Town of Southold—SCTM#1000-75.-5-14.1 MUM AT&T FA# 10074795-41405 Route 25 cRyscalipw Page 6 C ON S U L T A N T S , INC 9 EXISTING AT&T SURGE ARRESTOR DC6-48-60-!8-8F EXISTING AT&T MOBILITY--•m--» .. (TOTAL OF 2) (TO REMAIN) RRH4X25-WCS-4R (TYP. OF 1 PER SECTOR, *^w TOTAL OF 3) (TO BE REMOVED) EXISTING AT&T MOBILITY SECTOR MOUNT (TYP. OF 1 PER SECTOR '..TOTAL OF 3) (TO REMAIN) EXISTING AT&T MOBILITY AIRSCALE RRH 4T4R B5 EXISTING AT&T MOBILITY AIRSCALE r' '^ 16OW AHCA (IYP„ 01 1 PER SE(,TOR, TOTAL OF 3) y� HLBAE '�.. �y. (TO BE REMOVED) (TYP. OF I PER M�fi 4",VT'Y.'TC„ TOTAL OF 3) (TO BE REMOVED) SECTOR EXISTING AT&T MOBILITY ANTENNA .._,. ;'w-+� "+4,. 'w, AL.=120' 'NNHH-65A-R4 0 POS„ 2 & 3 (IYP. OF 2 PER SECTOR, TOTAL OF 6) (TO BE REMOVED) GAMMA ° '"". ._....EXISTING AT&T MOBILITY AIRSCALE SECTOR r+" '"`„ 825 RRH4X30-4R AZ=280' (TVP,. OF 1 PER SECTOR, TOTAL OF 3) EXISTING AT&T MOBILITY ANTENNA (TO BE REMOVED) NNHH-65A-R4 0 POS, 1 (TYP. OF I PER SECTOR. 13"1g° EXISTING MICROWAVE DISH (UNKNOWN) TOTAL OF 3) ^' ATTACHED TO AT&T MOUNT (TO REMAIN) 2 Ua z' EXIS�NGANTF_ LAYOU 1� ,,.,�.,... A-�3 AT&TMOBILITY ANTENNA 11x17 SCALE: 3/16"=1'-0" ALPHA 8RC1'OR NNHTING MOB L �� EXISTING AT&T SURGE ARRESTOR EXIS H-65A-R4 0 POS. 1 #W p� (DC15-48-60-18-15F) (TYP.. OF 1 PER SECTOR, j`ti,. - f (ALPHA & BETA, TOTAL OF 2) TOTAL OF 3) PROPOSED PIPE TO PIPE CLAMP (IYP'.) PROPOSED AT&T MOBILITY 4890 PROPOSED AT&T MOBILITY 4415 B25/B66 RRH O POS. 3 B30 RRH O POS. 1 (TYP. OF 1 PER SECTOR, (TYP. OF 1 PER SECTOR, ,,. TOTAL OF 3) (BEHIND) TOTAL OF 3) EXISTING AT&T MOBILITY - -"'•'"'"'"'""�' - � w SECTOR MOUNT (TYP. OF 1 PER SECTOR, TOTAL OF 3) i�/I " TTRTA BR=R PROPOSED AT&T MOBILITY ter; "w AZ.-IEO' /, 4475 B14 RRH O POS. 3 �". y. �, .PROPOSED AT&T MOBILITY ANTENNA (TYP. OF 1 PER SECTOR. '+,w 7" AIR6419 B77G O POS. 29, STACKED VERTICALLY TOTAL OF 3) (TYP. OF 1 PER SECTOR,TOTAL OF 3) PROPOSED AT&T MOBILITY ANTENNA NNH4-65A—ROH4 O POS. 3 GAIDU SECTOR (TYP. OF 1 PER SECTOR, AL=240. TOTAL OF 3) "` pgCpCSED AT&T MOBILITY D09-48-60-24—BC—EV PROPOSED AT&T MOBILITY ANTE SURGE ARRESTOR (TOTAL OF 1) KNA AIR5419 B77D O POS. 2A, STACKED VERTICALLY "---EXISTING MICROWAVE DISH (UNKNOWN) (TYP. OF 1 PER SECTOR,TOTAL OF 3) ATTACHED TO AT&T MOUNT 1371� .+�''� PROPOSED AT&T MOBILITY 4490 B5/812A RRH T POS. 1 (7YP. OF 1 PER SECTOR, Iia TOTAL OF 3) F(Q,P ... T ANT. A�.AYC,) T 2. 12' MINIMUM EQUIPMENT SETBACK (TYP.) Ar . 11x17 SCALE: 3/16"=1'-0" Figure 3—Existing and Proposed Tower Mounted Equipment Configuration Town of Southold—SCTM#1000-75.-5-14.1 ckyscape AT&T FA# 10074795-41405 Route 25 Pagel C O N S U L T A N T S , I N C. .. aawx+ 'rsw«�mwtw s�Xncntei - o ,,"`•.° - �:i+is`c,� I,cw.tr, w.M sv�r+ws: IXr ..„, N Atl AM k �MG WIF .np ..,. � _,�„P"' (m Z IFyO.ID) 'd 'gl'4 ma%ate,@#Ru�Xhkv ] Y VXY M4 W"Kw•FCI] [I ^ ms�tm _ cGH,rt ... .. �: mn:am�wu 51q mw ww,mwciw I.•, .c roe ^" wmw ry sul r+�wramr Imnen.Itrvan) A �f roam «rXr� _ n& ._�XFi:F s"�i stw• a`ve�a r-. t e•. a f MPhR"yp lM.a.q/ f 9f�p'r YX.uNX ekM V l N� y M9Mv N�CXpy,�4 M �bI9tN�lb�f�rNfMlri�. ;,. XNpw A,IN , 3 I gh XIFY,YMA1fG T9 lG POpW nr '+e N,�I�rW'wR71PPcAWA r"'."" b78p1, Figure 4—Existing and Proposed Ground Equipment Configuration Town of Southold—SCTM#1000-75.-5-14.1 c1tyrmwca*ftAft AT&T FA# 10074795-41405 Route 25 Page CONSULTANTS INC . —T ICE f rR4 It I-FBER TR—S FROPOM AMIN� , E T N, RJL ICGCuC 121 RIMPLAM )/B"COAX fif 9:.V/G 0C TRUNKS (To BE RI +. t.,., MIM 7AlPod1pS AVOW wl"b��d. `�..,.,. . ,;. •.., — NMIb W 1EE1lM7C. Pt%'YEMII' f e ,• . ENC6TRU7 N5 PEKI' '`� . I r,I t f.�E NO EXISTING CI AIN LY/�/ )6I rr � J.•n FEVCC n r EvISIINO AiLT M09 UTY 1 EOU PIAENT S'EL1EP " .._ :fall ""1 —mn PI GIVIII PAY 2 " J _OrdCREIE PAD(ev O THERS) )=f m p 1 ) f f d ,,.... ........ .... EXISTING V R120N EOU-LENT b•„� SMELTER �M ,„ #�,. ........ ........�.....,.,.... ...... r f ELECTRICAL PANEL I i --EvISTING NDOD POLE pp S9 Figure 5—Proposed Generator Town of Southold-SCTM#1000-75.-5-14.1 ckyscaw%Aft AT&T FA# 10074795-41405 Route 25 Pw Page CON SULT ANTS . INC . June 4,2024 Matthew Huelbig Tower Engineering Professionals Jacobs Telecommunications Inc. 326 Tryon Road One Penn Plaza,24th Floor,Suite No.2400 Raleigh,NC 27603 New York,NY 10119 (919)661-6351 (646)908-6550 Struckuresl6ti(epy�fup net Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Reconfiguration Carrier Site Number: 10074795 Carrier Site Name: Southold Client Designation: Site Number: 10074795 Site Name: WSNYJ0045449 Engineering Firm Designation: TEP Project Number: 265240.941634 Site Data: 414 05 Route 25,Peconic,Suffolk County,NY 11968 Latitude 41°02'28.80",Longitude-72°27'31.60" 130t Foot-Self-Support Tower Dear Matthew Huelbig, Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level,Based on our analysis we have determined the stress level for the tower and foundation structure,under the following load case,to be: LC1:Existing+Proposed+Reserved Loading Sufficient Capacity Note:See Table 1 for the existing,proposed,and reserved loading Structure Capacity I Foundation Capacity 89.3% 83.2% The analysis has been performed in accordance with the ANSIMA-222-1-1 Structural Sfendard for steel Anjenrra Towers and Antanna Su000illq 2kqgkres the 2018)ntem,atio it n Code th Ildln Co Mfw o nd AT Technical Dlre —R22. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Jacobs Telecommunications Inc.. If you have any questions or need further assistance on this or any other projects,please give us a call. Structural analysis prepared by:AAL I LBW Respectfully submitted by: + Daniel P.Hamm,P.E. "asi rr Figure 6—Structural Analysis Summary Town of Southold—SCTM#1000-75.-5-14.1 Ckysiclaw"ft AT&T FA# 10074795-41405 Route 25 Ffflu Page10 C O N S U L T A N T S i N C „ June 14,2024 Matthew Huelbig Jacobs Telecommunications,Inc Tower Engineering Professionals One Penn Plaza,240,Floor,Suite#2400 326 Tryon Road New York,NY 10119 Raleigh,NC 27603 (646}908-6550 (919)661-6351 Struotur �,�p9C091 Subject: Appurtenance Mount Analysis Canter Designation: AT&T Mobility Reconfiguration Site Number: 10074795 Site Name: Southold Engineedng Firm Designation: TEP Project Number. 265240.941633 Site Data: 414 05 Route 25,Peconic,Suffolk County,NY 11968 Latitude 41°02'28.80",Longitude-72°27'31.60" 130.0 t Foot-Self-Support Tower 131.0 Foot Mount Height-Sector Dear Matthew Huelbig, Tower Engineering Professionals is pleased to submit this "Mount Structural Analysis" to determine the structural Integrity of the antanna mount on the above-mentioned tower. The purpose of the analysis is to determine acceptability of the mount's stress level.Based on our analysis we have date rmined the stress level for the mount structure,under the following load case,to be: LC1:Existing+Proposed+Reserved Loading Sufficient Capacity Note:See Table 2 for the existing,propomed,and reserved loading The analysis has been performed In accordance with the ANSVrIA-222-H SI!UpWral Standard for steet Antenna 018 l New York State,and AT&T Mount Technical Directive—R22. All equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 2 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Jacobs Telecommunications, Inc. If you have any questions or need further assistance on this or any other projects,please give us a call. Respectfully submitted by: r ''D NEE e Daniel P.Hamm,P.E. C ' Figure 7—Appurtenance Mount Analysis Summary Town of Southold-SCTM41000-75.-5-14.1 chyscaw"614ft AT&T FA# 10074795-41405 Route 25 IjFqW Page 11 C O N S U L T A N T S , i N C. Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Self Support Tower Facility Site Name SOUTHOLD Site ID NYL00229 Site Address 414 05 ROUTE 25,PECONIC,NY 11958 Latitude: 41.041329 Prepared for: Centerline on behalf of Longitude: -72.458769 AT&T USID: 5678 FA: 10074795 Report Date: June 19,2024 Centerline PN: Internal Pace ID: MRNYJ02128, Report Writer: Michael Fox MRNYJ042043, Report Reviewer:Michael Fischer MRNYJ042102,MRNYJ042319, 3.0 CALCULATED RF EXPOSURE LEVELS MRNYJ0423 88,MRNYJ042070, Calculations performed based upon the data listed for this facility have pmduced the mutts that are MRNYJ042035 sho— Auvcamilatic Garaetia4�0pniatipn M'PE LAm&Yaa l.db�% A epaiw> 5srupallouagM'TLBmifv. 0.3% Accessible General Population MPE Ltmtls: 1.70% Accessible Occupational MPE Limits: �; H opulatioo MPE Ltmtts: 1.66 ' Accessible Occupational MPE Limits:' 033°h fle + Accessible General Population MPE Limits 1 70/ .... . ..— _a.,... Access E L ible Occupational MPimils 034 ___ ..... _..,.., ,.. n. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, it Statement of CoMfiance AT&T is compliant with FCC regulations. Figure 8-RF EME Compliance Summary and Calculations Town of Southold—SCTM#1000-75.-5-14.1 AT&T FA# 10074795-41405 Route 25 v0kySCa*j%F Page 12 C 0 N S U 1, T A N T S , I N C . SOUTHOLD /5678/10074795 CENTERLINE NIX Tower Base rw Chid size:10' KVIN , "'k' V ,^• ",r' "M' w r °,w✓"' "r'""✓ ''"✓' ✓'"'..., INFO,.1 Caution 2 Noticed Caution2B , W m Notice 2 Caution 2C C6C I Caution 1 Warning Existing Barrier Proposed Barrier Items to be ® Existing Proposed Sign Signage/Mitigation Plan removed Sign SOUTHOLD/10074795 Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 18 Figure 9—RE Signage Requirements PROJECT INFORMATION SITE ADDRESS: 165 PECONIC LANE - /O�7tl_ PECONIC, NY APPLICANT: AT&T 1 AT&T WAY T&T BEDMINSTER, NJ 07921 SITE OWNER: TOWN OF SOUTHOLD 53095 ROUTE 25 SOUTHOLD, NY 11971 - SECTION: 75 SITE NAME: SOUTHOLD BLOCK: 5 LOT: 14 FA CODE:10074795 ZONE: R-80 JURISDICTION: TOWN OF SOUTHOLD PACE ID: M R NYJ 02128, M R NYJ042043, M R NYJ 042102, LATITUDE: 41.04133 N, 41* 02' 28.8" N MRNYJ042319, MRNYJ042388, MRNYJ042070, MRNYJ042035 LONGITUDE: 72.45877 W, 7Z 27' 31.6" W PROJECT: ERICSSON MODERNIZATION - TYPE OF SITE: SELF-SUPPORT TOWER / EQUIPMENT SHELTER VICINITY MAP GENERAL NOTES o % 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY TOWER HEIGHT: 131'-0"t ��� DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. ►fi��4` "�ti, r X '` ova 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY RAD CENTER: 131'-O"f ' - �? ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES e%�a �" y NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY DRAWING INDEX REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. n \ SHEET No. DESCRIPTION REV. 4 �o�°' ��'4 s ray MBA / 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE 5°r; tiFe"rnnic q�gx - ,YY•/ AND SHALL IMMEDIATELY NOTIFY THE AT&T MOBILITY REPRESENTATIVE IN WRITING OF DISCREPANCIES T-1 TITLE SHEET 1 8 FF y ��,1' `'�F BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 4. CONSTRUCTION DRAWINGS ARE VALID FOR SIX MONTHS AFTER ENGINEER OF RECORDS STAMPED AND GN-1 GENERAL NOTES 1 qQ �°R"y ` q°� 25 SIGNED SUBMITTAL DATE LISTED HEREIN. C-1 AREA PLANRD �` rtglsana A-1 COMPOUND PLAN 1 +, F _ CT ;�£ UNDERGROUND SERVICE ALERT A-2 EXISTING & PROPOSED EQUIPMENT PLANS 1 •j ;� / o s yt A-3 ANTENNA LAYOUTS & ELEVATION r �f 5 `-,A-1 1 fri s S A-4 DETAILS A-5 MOUNTING DETAILS A-1- G-1 GROUNDING DETAILS � *�v RF-1 RF PLUMBING DIAGRAM r l UDIGPNY `�. /J- �I, •,� y��� �.>� �:PI %TSERE H L TOWERENGRVEERING I Il.l PROFESSIONALS SITE NUMBER:10074795 ��, _ AT&T MOBILITY M&HENGINEERING,PI.I.0 SITE NAME: SOUTHOLD ,4=00 AT&T 1 06/11/24 ISSUED FOR CONSTRUCTION Be J •�H 326 TRYON RD RALEIGH,NC27603 0 0 05/10/24 ISSUED FOR PERMrMNG ASB JC �(? TITLE SHEET (919)661-6951 A 03/29/24 ISSUED FOR REVIEW vsM Jc 8 52' (ERICSSON MODERNIZATION) ONE PENN PLAZA 165 PECONIC LANE 9 w`P 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY NO. DATE REVISIONS BY CHK APP OFESS�� t RE NUMBER I DRAWING NUMBER I REV ccA-rr:a:oomux NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCAIJ:: AS SHOWN DESIGNED BY: JC DRAWN BY: vsM 10074795 T-1 1 GROUNDING NOTES GENERAL NOTES 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL . 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM HAVE 4000 PSI STRENGTH AT DAYS. ALL CONCRETE WORK SHALL BE DONE IN AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: ACCORDANCE WITH ACI 318 COD E REQUIREMENTS. WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING CONTRACTOR - JACOBS 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE ALL STRUCTURAL STEEL SHALL BE STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO SUBCONTRACTOR MOBILITY CONTRACTOR (CONSTRUCTION) WITH AISOTHERWISPECIFICATIONS. PIPES SHALL BE ASTM A53 TYPE ESTM(Fy A3 36Fksi 36Lksi) THE CONTRACTOR FOR RESOLUTION. OWNER - 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL OTHER STEEL EXPOSED R WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCH UP ALL SCRATCHES AND SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. PROTECTION, AND AC POWER BONDING C SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T SITES." 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL TESTING (PER IEEE 1100 AND 81 STANDARDS) FOR NEW GROUND ELECTRODE SYSTEMS. THE 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE CONDUCTOR. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS REGULATIONS. SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON TO BTS EQUIPMENT. 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR ONLY. AFTER MIDNIGHT. WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 AWG STRANDED 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING COPPER OR LARGER FOR INDOOR BTS AND #2 AWG STRANDED COPPER FOR OUTDOOR BTS. APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. THE DRAWINGS. PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS 7. APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE EXPOSURE LEVELS. COMPRESSION AND BOLTED GROUND CONNECTIONS. SUPPLIED BY THE SUBCONTRACTOR. 20.APPLICABLE BUILDING CODES: 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO 7, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL GROUND BAR. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACT AWARD SHALL GOVERN THE DESIGN. GROUNDING CONNECTIONS. SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY BUILDING CODE: D3C 2018 WITH 2O20 HUII.DING CODE OF NEW YORH STATE 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS THE CONTRACTOR. ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS STANDARDS: OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. GROUNDING TYPE CONDUIT CLAMPS. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUH,DING CODE REQUIREMENTS FOR 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, STRUCTURAL CONCRETE; 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT 1/2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) MANUAL OF STEEL TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID BARE CONSTRUCTION, ASD, FOURTEENTH EDITION; TINNED COPPER GROUND WIRE, PER NEC 250.50 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-H, COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS STRUCTURAL STANDARDS FOR STEEL REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT INSTITUTE (ACI) 301. AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. ABBREVIATIONS AGL ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY BBU BATTERY BACKUP UNIT GRC GALVANIZED 'RIGID CONDUIT TBD TO BE DETERMINED BTCW BARE TINNED SOLID MGB MASTER GROUND BAR TBR TO BE REMOVED COPPER WIRE BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED BTS BASE TRANSCEIVER STATION P �P1 TYP TYPICAL E EXISTING ��,riOq pL� UG UNDER GROUND 10 EGB EQUIPMENT GROUND BAR OQ (ANTENNA)r E VIF VERIFY IN FIELD EGR EQUIPMENT GROUND RING * EF F 1 PROFESSIONALS SITE NUMBER:10074795 _ LLJ w AT&T MOBILITY M&H ENGINEERING,PLLC SITE NAME: SOUTHOLD AT&T 1 06/11/24 ISSUED FOR CONSTRUCT10N 3267RYON RD / C? GENERAL NOTES RALEIGH,NC2750.i 0 05/10/24 ISSUED FOR PERMITTING ASB JC r (919)661-6351 A 03/29/24 ISSUED FOR REVIEW VSY JC 2152'� (ERICSSON-MODERNIZATION) _ ONE PENN PLAZA 165 PECONIC LANE NO. DATE REVISIONS BY CHK APP ESS� P ITE NUMBER DRANANG NUMBER REV 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY OF ON NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY: Jc IDPAWN BY: VSM 10074795 GN-1 1 M STATE CEftT1Y WE 0:00MIn 0 NOTE: e THE TOWER IS LOCATED WITHIN ZONE "X", AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN ACCORDING TO FEMA COMMUNITY PANEL #36103CO162H, DATED SEPTEMBER 25, 2009. r EXISTING SELF-SUPPORT TOWER 1 1 EXISTING CHAIN LINK ' 1 1 FENCE COMPOUND EXISTING PROPERTY LINE r ' r 1 � r / 1 I EXISTING BUILDING (TYP) 1 1 _ OL, _ r o a � olK r I I ROUTE 25 MAIN ROAD ;19" AREA PLAN O� NEW 2204 SCALE: 1" ' A-1 JF, =80 P 0 40' BO' 160' 240' y .�. �ae l l xl 7 SCALE: 1"=160' co �Q� EL ' TOWER ENGINEERING I W PROFESSIONALS SITE NUMBER:10074795 !jacobsJ, AT&T MOBILITY M&H ENGINEERING,PLLC SITE NAME: SOUTHOLD ���� 1 05/11/24 ISSUED FOR CONSTRUCTION BB J 326 TRYON RD / / AREA PLAN RALEIGH,NC 27603 0 05 10 24 ISSUED FOR PERMITTING ASB JC (919)661-6351 1 A 03/29/24 ISSUED FOR REVIEW VSIJ JC 21 52'1 (ERICSSON MODERNIZATION) ONE PENN PLAZA 165 PECONIC LANE NO. DATE REVISIONS BY CHK APP �� E.SS� P RE NUMBER DRAWING NUMBER RtV 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY OF pN NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: VSM 10074795 A-1 1 NY STATE CERTIFICATE 0:002M2 EXISTING AT&T EXISTING AT&T ICE NOTE: (16) 7/8" COAX BRIDGE T (2) 18 PAIR FIBER TRUNKS PROPOSED 40kW DIESEL EXISTING TOWER TOWER ANALYSIS HAS BEEN COMPLETED (TO REMAIN) GENERATOR TO REPLACE CONCRETE BY TOWER ENGINEERING PROFESSIONALS (2) 7/8" COAX EXISTING ON CONCRETE PAD FOUNDATION PAD DATED 06/04/24 FOR THE CAPACITY OF THE NG STRUCTURE TO (4) 8 AWG DC TRUNKS SUPPORT THE IPROPOSED EQUIPMENT. (TO BE REMOVED) PROPOSED (1) 24 PAIR xx xxxxx-x-xx x-x-x xxxxxxx xxx EXISTING T-MOBILE - -_-------- ---�- ICE BRIDGE FIBER TRUNK AND (6) 6 _— = — — - -- >. . NOTE: AWG DC TRUNK (TO FOLLOW x l(I -- --=1 I=� -_ \:. xF - - EXISTING ROUTING AS PER !i \��, I_ I REFER TO THE FINAL RF TOWER ANALYSIS ---- I DATA SHEET FOR FINAL --� I EXISTING T-MOBILE EQUIPMENT i ANTENNA SETTINGS. ON CONCRETE PAD EXISTING CHAIN LINK FENCE J I I i I I. _- xl •'I EXISTING SHELTER (BY OTHERS) EXISTING AT&T MOBILITY x xx� EQUIPMENT SHELTER x EXISTING CSC CABINET EXISTING SELF-SUPPORT TOWER x STING EXISTING GENERATOR ON xx ACICESS GATEB(N DOUBLE-WIDE CONCRETE PAD (BY OTHERS) x x �x O L ,, x x x x x x x x x-x x x x x-x x x x x x x x xJ EXISTING PROPANE TANK i (BY OTHERS) EXISTING VERIZON EQUIPMENT SHELTER x x x EXISTING ELECTRICAL PANEL (BY OTHERS) x r EXISTING WOOD POLE COMPOUND PL AN 1 �OF A 1* foe 11x17 SCALE: 3/32"— -0" 0 2'-8" 5'-4' 10'-8" 16'-0' Q� �L P PRROFFETOWER.SIALS ENGINEERING SITE NUMBER:10074795 I W AT&T MOBILITY M6 TRYONENGINEERING,PLLC SITE NAME: SOUTHOLD AT&T 326 iRYON RD � 1 06/11/24 ISSUED FOR CONSTRUCTION Be J RALEIGH,NC 27603 0 05/10/24 ISSUED FOR PERMRTING ASB JC COMPOUND PLAN (919)661-6351 ONE PENN PLAZA 165 PECONIC LANE. A D3/29/24 ISSUED FOR REVIEW vsu Jc .10 .2152 (ERICSSON MODERNIZATION) NO. DATE REVISIONS BY CHK APP FESSIO Q` fTE NUMBER DRAWING NUMBER REV 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY O N NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE AS SHOWN DESIGNED BY: JC DRAWN BY. VSM 10074795 A-1 1 NY STATE=TMPI H:W 02 I EXISTING AT&T MOBILITY EXISTING AT&T NOTE: EXhiTING AT&T MOBILITY EXISTING AT&T MOBILITY DESK (TO REMAIN) (16) 7/8" COAX HVAC UNIT (TYP.) ICE BRIDGE EXISTING AT&T MOBILITY (2) 18 PAIR FIBER TRUNKS ' EQUIPMENT RACK (TO REMAIN) TOWER ANALYSIS HAS BEEN COMPLETED BY TOWER ENGINEERING PROFESSIONALS EXISTING AT&T MOBILITY (TOTAL OF 2) (2) 7/8" COAX DATED 06/04/24 FOR THE CAPACITY LUCENT CABINET C) ---- -- —�TO BE REMOVED (4) 8 AWG DC TRUNKS OF THE EXISTING STRUCTURE TO EXISTING AT&T (TO BE REMOVED) SUPPORT THE PROPOSED EQUIPMENT. (16) 7/8" COAX -— — ------ — — - =;- T—'' -----f—,-� --:` -----~-- \\ (2) 18 PAIR FIBER TRUNKS �.' TO REMAIN) NOTE: (2) 7/8" COAX t I h REFER TO THE FINAL RF (4) 8 AWG DC TRUNKS / , Y , / / EXISTING AT&T MOBILITYDATA (TO BE REMOVED) 1900 NMPK CABINET ANTENNA ESETT SETTINGS. FINAL EXISTING AT&T MOBILITY (TO BE REMOVED) OVERHEAD CABLE EXISTING AT&T MOBILITY LADDER RACK 850 NMPK CABINET - -- - -- - -- - - - (T BE R EXISTING AT&T MOBILITY-` 0 REMOVED) (4) STRINGS OF EAST II I ti PENN MFG, DEKA - -- '- -- - =--- °-1 - - -=u -'-' --'--- - FAHRENHEIT, HT170ET, 12V CELLS BATTERIES TO BE RELOCATED EXISTING AT&T MOBILITY— (4) +24V/48V PROPOSED (1) 24 PAIR FIBER EXISTING AT&T CONVERTERS - - - - - , -- - - :- -- -- - - --- - TRUNK AND 6) 6 AWG DC (16) 7/8" COAX TO BE REMOVED TRUNK (TO FOLLOW EXISTING (2) 18PAIR FIBER TRUNKS ROUTING AS PER TOWER ANALYSIS) EXISTING AT&T MOBILITY - J -- - EXISTING AT&T MOBILITY DESK POWER PLANT (TO BE REMOVED & REPLACED) EXISTING AT&T MOBILITY ' o ° .• ICE BRIDGE EXISTING AT&T MOBILITY - - - HVAC UNIT EXISTING AT&T \ CZ. MOBILITY FIF RACK .- ,. ...••.•..,• I. L- �~ ----- — % ' ---- EXISTING AT&T MOBILITY I---- � EXISTING AT&T MOBILITY MAIN AC PANEL I. TELCO BLACKBOARD EXISTING AT&T MOBILITY METER 'I �\ EXISTING AT&T MOBILITY EXISTING AT&T MOBILITY ' ACCESS DOOR GENERATOR PLUG EXISTING AT&T MOBILITY LUCENT CABINET EXISTING AT&T MOBILITY MAIN AC PANEL EXISTING AT&T MOBILITY—-—' II - - - -• %..•: EXISTING EQUIPMENT PLAN OVERHEAD CABLE 22x34 SCALE: 3/8"=1'-0" 2'-8' 5'-4' LADDER RACK 11x17 SCALE: 3/16"=1'-O" \ 1 PROPOSED AT&T MOBILITY VERTIV 7100 -48V DC POWER PLANT WITH ui . (11) -24V RECTIFIERS do(4) STRINGS OF EAST PENN MFG,DEKA FAHRENHEIT, HT170ET, 12VCELLS BATTERIES (BELOW)EXISTING AT&T MOBILITY(4) STRINGS OF EAST PENN MFG,DEKA FAHRENHEIT, HT170ET, 12V CELLS BATTERIES TO BE RELOCATED TO PROPOSED POWER PLANT ' EXISTING AT&T-J MOBILITY FIF RACK _ EXISTING AT&T EXISTING AT&T MOBILITY EXISTING AT&T MOBILITY MOBILITY METER TELCO BLACKBOARD ACCESS DOOR N EXISTING AT&T MOBILITY GENERATOR PLUG PROPOSED EQUIPMENT PLAN r2� OF ElN - �y' �Rp 1' 22x34 SCALE: 3/8"=1'-0" A-2 p - 5' q 11x17 SCALE: 3/16"= -0" PROFESSIONALSTOWER ERING SITE NUMBER:10074795 �%-Rbs � ^ I w AT&T MOBILITY Ai6'TRYONENGINEERING,PLLC SITE NAME: SOUTHOLD' AT&T 1 06/11/24 ISSUED FOR CONSR2UCnON BB J •fit �I RALEIGH, RD �as� ISTING dt PROPOSED EQUIPMENT PLANS RALEIGH,NC27603 0 05/10/24 ISSUED FOR PERMITTING ASB JC X919)661-6351 ONE PENN PLAZA 165 PECONIC LANE `-� a 03/29/24 ISSUED FOR REVIEW VSM Jc 2152'1 (ERICSSON MODERNIZATION) 24TH FLOOR, SUITE 2400 PECONIC, NY 11 958 1 AT&T WAY NO. 'DATE REVISIONS BY CHK APP 9oF ONP ITE NUMBER DRAWING NUMBER REV NEW YORK, NY 101 19 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE. AS SHOWN DESIGNED BY: JC DRAWN BY: VSM ES 81 10074795 A-2 1 M STATE CERIUICAM#:007060E ALPHA SECTOR AZ.=O' ff I EXISTING AT&T SURGE ARRESTOR PROPOSED AT&T MOBILITY C9-48-60-24-BC-EV EXISTING MOBILITY DC6-48-60-18-8F SURGE ARRESTOR (TOTAL OF 1) RRSTING AT&TT&T MO (TOTAL OF 2) (TO REMAIN) TOP OF HIGHEST (TYP. OF 1 PER SECTOR, -, APPURTENANCE PROPOSED AT&T MOBILITY ANTENNA TOTAL OF 3) (TO BE REMOVED) - ELEV. = 141'-6"t A.G.L AIR6419 B77D O POS. 2A, STACKED VERTICALLY EXISTING AT&T3) MOBILITY SECTOR EXISTING WHIP ANTENNA (TYP.) (TYP. OF 1 PER SECTOR, TOTAL OF 3) MOUNT (TYP. OF 1 PER SECTOR, \ EXISTING MICROWAVE DISH (TYP.) PROPOSED AT&T MOBILITY 4490 B5/B12A RRH TOTAL OF 3) (TO REMAIN) ~ O POS. 1 (TYP. OF 1 PER SECTOR, OF EXISTING & PROPOSED TOTAL OF 3) EXISTING AT&T MOBILITY AIRSCALE RRH 4T4R BS ob __ EXISTING AT&T MOBILITY AIRSCALE 160W AHCA (TYP. OF 1 PER SECTOR, TOTAL OF 3) ELEV. = 13�O'f A.G. -_ EXISTING AT&T MOBILITY ANTENNA DUAL RRH 4T4R B12/14 320W AHLBA (TO BE REMOVED) TOP OF SELF-SUPPORT TOWER NNHH-65A-R4 @ POS. 1 TOTAL OF 1 PER SECTOR, ' (TYP. OF 1 PER SECTOR, TOTAL OF 3) (TO BE REMOVED) ELEV. = 130'-0"t A.G.L TOTAL OF 3) \. BETA PROPOSED AT&T MOBILITY ANTENNA NNH4-65A-R6H4 O POS. 3 SECTOR PROPOSED AT&T MOBILITY ANTENNA EXISTING AT&T MOBILITY ANTENNA \: AZ=120' _ (TYP. OF 1 PER SECTOR, AIR6419 8770 O POE. 28, STACKED VERTICALLY NNHH-65A-R4 @ POS. 2 & 3 TOTAL OF 3) (TYP. OF 2 PER SECTOR, TOTAL OF 6) TOTAL OF 1 PER SECTOR, TOTAL OF 3) (TO BE REMOVED) GAMMA / PROPOSED AT&T MOBILITY 4890 PROPOSED AT&T MOBILITY 4415 SECTOR EXISTING AT&T MOBILITY AIRSCALE B25/1966 RRH O POS. 3 B30 RRH O POS. 1 AZ.=280' 825 RRH4X30-4R (TYP. OF 1 PER SECTOR, TOTAL OF 3) (OYP. OF 1 PER SECTOR, TOTAL OF 1 PER SECTOR, EXISTING AT&T MOBILITY ANTENNA (TO BE REMOVED) TOTAL OF 3) (BEHIND) TOTAL OF 3) NNHH-65A-R4 ® POS. 1 (TYP. OF 1 PER SECTOR, 1s19 / EXISTING MICROWAVE DISH (UNKNOWN) PROPOSED AT&T MOBILITY TOTAL OF 3) ATTACHED TO AT&T MOUNT 4478 B14 RRH O POS. 3 (TO REMAIN) Y ? OF 1 PER SECTOR. TOTAL o F 3) 4 wZ EXISTING ANTENNA LAYOUT � x 22x34 SCALE: 3/8"=1'-O" A-3 0 1'-4' 2'-8' 5'-4' 8'-0' 1107 SCALE: 3/16"=1'-O" ATFHA SECTOR EXISTING AT&T MOBILITY ANTENNA AZ'-pr EXISTING AT&T SURGE ARRESTOR PROPOSED HOIST GRIP SUPPORT NNHH-65A-R4 @ POS. 1 (DC6-48-60-18-8F CAA ACCOMMODATE PROPOSED EXISTING ANTENNA TYP. OF 1 PER SECTOR, r_r 7� ALPHA & BETA, TOTAL OF 2 CBLING AT APPROX. 75't AGL (BY OTHERS) TOTAL) ( f � � ( ) AND AT AT&T RAD TOTAL OF 3) _ PROPOSED PIPE TO PIPE CLAMP (TYP.) PROPOSED AT&T MOBILITY 4890 EXISTING SELF-SUPPORT TOWER PROPOSED AT&T MOBILITY 4415 _ __-__ ________ _ _____ B25/866 RRH O POS. 3 B30 RRH O POS. 1 (TYP. OF 1 PER SECTOR, (TYP. OF 1 PER SECTOR, TOTAL OF 3) (BEHIND) TOTAL OF 3) EXISTING AT&T �9 (16) 7/8" COAX (2) 18 PAIR FIBER TRUNKS (TO REMAIN) EXISTING AT&T MOBILITY (2) 7/8" COAX SECTOR MOUNT (TYP. OF 1 \ (4) 8 AWG DC TRUNKS PER SECTOR, TOTAL OF 3) \ BETA SECTOR ATE: (TO BE REMOVED) PROPOSED AT&T MOBILITY ��i' AZ'-120' MOUNT ANALYSIS HAS BEEN 4478 B14 RRH O POS. 3 PROPOSED AT&T MOBILITY ANTENNA COMPLETED BY TOWER ENGINEERING PROPOSED (1) 24 PAIR FIBER (TYP. OF 1 PER SECTOR, ` AIR6419 B77G O POS. 28, STACKED VERTICALLY PROFESSIONALS DATED 06/14/24 FOR M TRUNK AND (6) 6 AWG DC TOTAL OF 3) , f f� (TYP. OF 1 PER SECTOR, TOTAL OF 3) THE CAPACITY OF THE MOUNT TO TRUNK (TO FOLLOW EXISTING SUPPORT THE PROPOSED EQUIPMENT. I ROUTING AS PER TOWER ANALYSIS) PROPOSED AT&T MOBILITY ANTENNA NNH4-65A-R6H4 O POS. 3 V (TYP. OF 1 PER SECTOR, GAl1AZ.IIA �OR NOTE: TOTAL OF 3) �d PROPOSED AT&T MOBIUTY,DC9-48-60-24-SC-EV TOWER ANALYSIS HAS BEEN COMPLETED PROPOSED AT&T MOBILITY ANTENNA �� S� SURGE ARRESTOR (TOTAL OF 1) BY TOWER ENGINEERING PROFESSIONALS AIR6419 B77D O POS. 2A, STACKED VERTICALLY ROWAVE DISH (UNKNOWN) DATED 06/04/24 FOR THE CAPACITY EXISTING MIC CM. OF 1 PER SECTOR, TOTAL OF 3) ATTACHED IC AT&T MOUNT OF THE EXISTING STRUCTURE TO 1519 / SUPPORT THE PROPOSED EQUIPMENT. �\ �'' f PROPOSED AT&T MOBILITY 4490 B5/B12A RRH CiF 0 POS.AL 1 3� OF 1 PER SECTOR, GROUND LEVEL GG Z'o 5 it o NOTE: ELEV. 0'-0"t (AGL) aZ Z PROPOSED ANTENNA LAYOUT 2 12' MINIMUM EQUIPMENT SETBACK (TYP.) Jr r� REFER TO THE FINAL RIF 3 P y O 22x34 SCALE: 3/8"=1'-O" A-3 0 1'-4' 2'-8' 5'-4' 8'-0' DATA SHEET FOR FINAL - ELEVATION 11x17 SCALE: 3/16"=1'-0" ANTENNA SETTINGS. 22x34 SCALE: 1"=10' A-3 11x17 SCALE: 1"=20' * 't TOWER ENGINEERING I I LLI")) AT&T MOBILITY PROFESSIONALS SITE NUMBER:10074795 4J ;WMTE INEERING,PLLC JttcobsSITE NAME: SOUTHOLD AT&T 1 06/11/24 ISSUED FOR CONSTRUCTION BE J `�� ANTENNA LAYOUT & ELEVATION NC 27603 \'�� 0 05/10/24 ISSUED FOR PERMITTING ASB JC 1 �i A 03/29/24 ISSUED FOR REVIEW V8N JC 8215`L'1 (ERICSSON MODERNIZATION) ONE PENN PLAZA 165 PECONIC LANE N0. DATE REVISIONS BY CHK APP � ESE` P ITE NUMBER DRAWING NUMBER REV 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY OF ON cexrrncure a:oomvz NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY. Jc DRAWN BY: VSM 10074795 A-3 1 ANTENNA SCHEDULE NOTE: :t BASED ON RFDS REV1.00 DATED 03/08/2024 RRU CHART MOUNT ANALYSIS HAS BEEN SECTOR p STING// BAND ANTENNA SIZE (INCHES) ANTENNA AZIMUTH RRU FEEDER RAYCAP COMPLETED BY TOWER ENGINEERING EL PROPOSED (L x W x D) q HEIGHT QuwrrTY MOD SIZE (L x W x D) PROFESSIONALS DATED 06/14/24 FOR 700/850/AWS/ (P)(1) 4415 B30 THE CAPACITY OF THE MOUNT TO Al EXISTING pCS/WCS NNHH-65A-R4 55.1"X19.6"X7.8" 131'-0" O' (p)(1) 4490 H5/B12A a (P)(3) 4415 B30 (WCS) 16.5"z13.4"z5.9" SUPPORT THE PROPOSED EQUIPMENT. PROPOSED DUAL RRU Y a (P)(3) 4490 B5/B12A (700) 17.5"X15.1"X8.8" MOUNT.{RRA O FM2SCOPE NOTE: A2A PROPOSED 3.45 GHz AIR6419 B77G 28.30"z18.10"z7.90" 131'-0" 0' - aa A2B PROPOSED C-HAND AIR6419 B77D 30.39"z15.87"z8.07" 131'-0" 0' - F �� (TYP. OF 3 PER TOWER ANALYSIS HAS BEEN COMPLETED of vq v� (P)(3) 4478 B14 (700) 14.9"X15.1"X6.9" SECTOR, TOTAL OF 9) BY TOWER ENGINEERING PROFESSIONALS A3 PROPOSED 700/850/AW3 NNH4-85A-RBH4 59"z19.6"z7.8" 131'-0" 0' (P)(1) 4478 B14 Q v� DATED 06/04/24 FOR THE CAPACITY /PCS/WCS (P)(1) 4890 B25/BB6 m (P)(3) 4890 H25/BBB (1900) 18.1"X13.4"XB.3" OF THE EXISTING STRUCTURE TO A4 - - - - - - - L�e NOTE: SUPPORT THE PROPOSED EQUIPMENT. B1 EXISTING 700/850/AWS/ NNHH-65A-R4 55.1"X19.6"X7.8" 131'-0" 120' (P)(1) 4415 H30 <� a i MOUNT PER MANUFACTURER'S SPECIFICATIONS PCS/WCS (P)(1) 4490 B5/B12A EL NOTE: B2A PROPOSED 3.45 GHz AER6419 B77G 28.30"z18.10"z7.90" 131'-0" 120' - °r° }a i I REFER TO THE FINAL RF B2H PROPOSED C-BAND AIR6419 B77D 30.39"z15.87"z8.07" 131'-0" 120"- - �� O DATA SHEET FOR FINAL I ANTENNA SETTINGS. 700/850/AWS (P)(1) 4478 B14 "� NOTE. B3 PROPOSED NNH4-65A-R6H4 59"z19.6"z7.8" 131'-0" 120' /PCS/WCS (P)(1) 4890.1125/B66 0 "to SEE REDS FOR RRH 64 - - - - - - - FREQUENCY AND , 700/850/AWS/ (P)(1) 4415 H30 a0 I MODEL NUMBERLL Cl EXISTING NNHH-65A-R4 55.1"X19.6"X7.8" 131'-0" 240' CO a PCS/WCS (P)(1) 4490 B5/B12A n CO 13 a °� I PROPOSED RRU REFER TO THE C2A PROPOSED 3.45 GHz AER6419 B77G 28.30"z16.10"z7.90" 131'-0" 24V - v� ��H FINAL RFOS AND CHART FOR QUANTITY, MODEL AND DIMENSIONS C2B PROPOSED C-BAND AIR6419 B77D 30.39"z15.87"z8.07" 131'-0" 240' - v m C3 PROPOSED 700/850/AWS NNH4-65A-R6H4 59"z19.6"z7.8" 131'-0" 240' (p)(1) 4478 B14 a' v NOTE: /PCS/WCS (P)(1) 4890 B25/H66 MOUNT PER MANUFACTURER'S PROPOSED BACK TO BACK C4 - - - - - - - q SPECIFICATIONS. �\ PROPOSED RRUS DETAIL MOUNT COMMSCOPE(RR-FA2) FINAL ANTENNA SCHEDULE / T SCALE: N.T.S A-4 SCALE: N.T.S A-4 SCALE: N.T.S A-4 PROPOSED STTEPROI CABLE HANGER BRACKET V-CLAMP W/TWO TABS STTEPR01 P/N CHB-DCP2 PROPOSED POWER PLANT o% -------------` PROPOSED SURGE PROPOSED 1/2"0 THREADED 4' ' _ _• i�?•` :: ' SUPPRESSOR ROD WITH HILTI HIT—HY200 MODEL NUMBERS: EPDXY ANCHOR SYSTEM DC9-48-60-24-8C-EV (MINIMUM 4" EMBEDMENT) : DIMENSIONS: (TYP. OF 6) H31.4 x10.2"0 EXISTING CONCRETE PAD STRIKESORB 30-V1 - - SURGE PROTECTIVE DEVICE -----------� I e ROUND LEG CONNECTION ANGLE LEG CONNECTION NOTE: —` MOUNT PER MANUFACTURER'S SPECIFICATIONS. PROPOSED AT&T MOBILITY VERTIV 7100 -48V DC POWER,PLANT WITH DC SURGE SUPPRESSOR DETAIL 4 PROPOSED POWER PLANT DETAIL 5 (11) RIN RECTIFIERS de F (4) STRINGS OF EAST PENN PR IP DETAIL A64 SCALE: N.T.S A-4 SCALE: N.T.S A-4 FMHF, DEKA FAHCR�EIT. SC BATTERIES (BELOW)TOWER PROFESS ONA�IS SITE NUMBER:10074795 w _ AT&T MOBILITY M&HENGINEERING,PLLC SITE NAME: SOUTHOLD AT&T ' 1 06/11/24 ISSUED FOR CONSTRUCTION Be J RALEIG , cJacobs CJ DETAILS RALEIGH,NC 27603 0 05/10/24 ISSUED FOR PERMffTINC ASB JC (9I9)661-6R51 ONE PENN PLAZA 165 PECONIC LANE A 03/29/24 ISSUED FOR REVIEW VSM Jc 2152'1 (ERICSSON MODERNIZATION)NO. DATE REVISIONS BY CHK APP �SS` P ITE NUMBER DRAWING NUMBER REV 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 T AT&T WAY OF �N tvx were� IFICATE a:0020M NEW YORK, NY 101 19 SUFFOLK COUNTY BEDMINS7ER,NJ 07921 SCALE AS SHOWN DESIGNED BY: JC DRAWN BY. VSM 10074795 A-4 1 NOTE: MOUNT ANALYSIS HAS BEEN COMPLETED BY TOWER ENGINEERING PROFESSIONALS DATED 06/14/24 FOR THE CAPACITY OF THE MOUNT TO SUPPORT THE PROPOSED EQUIPMENT. NOTE: TOWER ANALYSIS HAS BEEN COMPLETED BY TOWER ENGINEERING PROFESSIONALS DATED 06/04/24 FOR THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE PROPOSED EQUIPMENT. NOTE: REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTINGS. PROPOSED AT&T 4478 B14 RRU O POS. 3 (TYP.OF 1 PER SECTOR, TOTAL OF 3) - 1• I PROPOSED AT&T PROPOSED AT&T ANTENNA DC9-48-60-18-SF SQUID PROPOSED AT&T ANTENNA •" AIR6419 B77D O POS. 2 (TYP. (TYP•OF 1 PER SECTOR, TOTAL NNH4-65A-R6H4 O POS. 3 OF 1 PER SECTOR, TOTAL OF 3) OF 3) MOUNTED TO TOWER LEG (TYP. OF 1 PER SECTOR, TOTAL OF 3 (STACKED TOP) rk OF PROPOSED o AT&T ANTENNAS PROPOSED AT&T 4415 B30 RRU ELEV. 133'-0't (AGL) O POS. 3 (TYP. OF 1 PER SECTOR, TOTAL OF 3) OF PROPOSED AT&T ANTENNAS PROPOSED AT&T 44900F 1BPER ELEV. 131'-0't (AGL) RR PROPOSED DUAL RRU MOUNT, o O POS. 3 (TYp COMMSCOPE PART #RR-FA2 SECTOR, TOTAL OF 3) (TYP. OF 1 PER SECTOR, TOTAL OF 3) OF PROPOSED PROPOSED AT&T 4890 B25/B66 RRU O POS. 3 (TYP. OF 1 PER AT&T ANTENNAS SECTOR, TOTAL OF 3) EXISTING 130' ELEV. 129'-0'f (AGL) PROPOSED DUAL RRU MOUNT, SELF- SUPPORT TOWER COMMSCOPE PART #RR-FA2 - (TYP. OF 1 PER SECTOR, PROPOSED AT&T ANTENNA TOTAL OF 3) AIR6419 B77G O POS. 2 (TYP. OF 1 .PER SECTOR, TOTAL OF 3) (STACKED BOTTOM) EXISTING 130' SELF SUPPORT TOWER EXISTING AT&T SECTOR MOUNT--Zzl EXISTING AT&T SECTOR MOUNT PROPOSED AIR ANTENNA&RRU'S MOUNTING DETAIL rl PROPOSED ANTENNA&RRU'S MOUNTING DETAIL 22x34 SCALE: 3/4"=1'-0" A-5 0 8' 1'-4' 2'-8' 4'-0' 22x34 SCALE: 3/4"=1'-O' A-5 0 8' 1'-4' 2'-8' 4'-0' 11x17 SCALE: 3/8"=1'-O" 11x17 SCALE: 3/8"=1'-O" 0111: NE�Y P Ny O�� TOWER ENGINEERING - PROFESSIONALS SITE NUMBER:10074795 ( w AT&T MOBILITY 3M&H26T YONRDERnvG,PLLc %RbbSITE NAME: SOUTHOLD J AT&T 1 O6/71/24 ISSUED FOR CONSTRUCTION BB J 326TRYON RD �? MOUNTING DETAILS RALEIGH,Nc 27603 0 OS/10/24 ISSUED FOR PERMTTTINC ASB JC (919)663-6351 p 03/29/24 ISSUED FOR REVIEW VSM JC 2152'1 (ERICSSON MODERNIZATION) ONE PENN PLAZA 165 PECONIC LANE 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY NO. DATE ` REVISIONS BY CHK APP ROFESslo ITE NUMBER DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY: JC oRAwN BY: vSM 10074795 A-5 1 NYSfATE IERTMCATE a:N2DM FROM ANTENNA STAINLESS p STEEL TWO HOLE COPPER HARDWARE COMPRESSION TERMINAL WEATHERPROOFING GROUNDING CABLE—, GROUND BAR KIT (TYP.) JUMPER REQUIRED ONLY WHEN 1-1/4'0 AND LARGER STANDARD A (TYP-) GROUND KIT (TYP.) ELEVATION A FLAT WASHER, FLAT WASHER, TYP. CONNECTOR ANTENNA CABLE TYP. LOCK WASHER, TYP. WEATHERPROOFING TO CABLE TRAY (TYP.) 3/8"x1-1/4" HEX KIT (TYP.) FROM ANTENNA NUT, TYP. BOLT FRAME SUPPORT COAX GROUND KIT GROUND BAR COMMSCOPE KIT NO. GB-0414-ff EXPOSED BARE COPPER TO BE OR EQUAL GROUNDING CABLE. KEPT TO ABSOLUTE MINIMUM, NO SECTION "A-A' INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYPICAL) #2 AWG BCW #2 AWG BCW, BONDED NOTE: 0 GROUND WIRE ALONG NOTES: CABLE TRAY TO CIGBE/MIGB 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATION. DIRECT GROUND WIRE DOWN TO CIGBE. 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB GROUND WIRE TO GROUND BAR CONNECTION DETAIL 1 TYPICAL GROUND BAR CONNECTION DETAIL / 3 SCALE: N.T.S G-1 SCALE: N.T.S G-1 EXISTING/PROPOSED EXISTING/PROPOSED ANTENNA SUPPORT ANTENNA PIPE AT&T GROUNDING STANDARDS TO BE FOLLOWED: TMA, RRU, A2 MODULE & ATf-TP-76416 EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE SURGE ARRESTOR ATT-TP-76300 AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS GROUND KITS ATT-CEM-18002 ORIGIN AND DESTINATION, ATi-002-290-531 UPPER CIGBE ATT-002-290-701 SECTION "P' - SURGE PRODUCERS "Ir I ATT-CEM-23001 CABLE ENTRY PORTS (HATCH PLATES) (#2 AWG) EXISTING #2G GENERATOR FRAMEWORK (IF AVAILABLE) (#2 AWG) HOMERUN ��io_ TELCO GROUND BAR /__"l'_POWER/FIBER COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2 AWG) JUNCTION BOX GROUND CABLE TRAY LOWER CIGBE � I +24V POWER SUPPLY RETURN BAR (#2 AWG) & ICE BRIDGE, (AS APPLICABLE) _ (AS APPLICABLE) -48V POWER SUPPLY RETURN BAR (#2 AWG) JUMPER ALL SPLICES RECTIFIER FRAMES. EXISTING (2) #2 AWG •• ••••• ROUND KITS BCW TO EXISTING G SECTION "A" - SURGE ABSORBERS GROUND RING �----------------- INTERIOR GROUND RING (#2 AWG) \ EXISTING #2G EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2 AWG) (ROOFTOP ONLY) METALLIC COLD WATER PIPE (IF AVAILABLE) (#2 AWG) BUILDING STEEL (IF AVAILABLE) (#2 AWG) GROUND KITSI -- GROUND ICE `\ ' BRIDGE POSTS \; "—"—"--'—"—'- �`�MIGBE m METER AND". —#2 GROUND TO EXISTING DISCONNECT i HALO OR MIGBE m o 0 o a o o 0 00 0 EXISTING GROUND EQUIPMENT CABINET 0 O a 0 p p o 0 0 0° RING OR UTILITY OR RACK, REIS 6601, ®0 p a u u o GROUND & SURGE SUPPRESSOR o0 1lll�#2 AWG SOLID TINNED COPPER (TYP)TO '^' SERVICE I RING OUND �`OF• PE�YO ` GROUNDING RISER DIAGRAM GROUND BAR-DETAIL(AS ) q SCALE: N.T.S G-1 SCALE: N.T.S TOWER ENGINEERING - I LLI AT&T MOBILITY PROFESSIONALS SITE NUMBER:10074795 , (L A,!.9 RING,PI3.0 SITE NAME: SOUTHOLD b, AT&T 1 06/17/24 ISSUED FOR CONSTRUCTION Be J Jacobs L��'�_�/' �J GROUNDING DETAILS 603 O OS/10/24 ISSUED FOR PERMfiTING ASB JC A 03/29/24 ISSUED FOR REVIEW VSM JC 2152'N (ERICSSON MODERNIZATION) ONE PENN PLAZA 165 PECONIC LANE NO DATE REVISIONS BY CHK APP P ITE NUMBER DRAWING NUMBER REV 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 tATBTWAY OFESSIONNEW YORK, NY 10119SUFFOLK COUNTY BEDMINSTER,NJ 07921 Sr"i c• AS SHOWN DESIGNED BY: JC DRAWN BY: VSM 10074795 G-1 1 W[ Y:MMS32 7001550 AWS/PCS/W6 700/850 A'WS/PCS/WCS t t: 612k, 1i 3.45GHz 'w,i •�- T°t l Nov f � ( 4 I j - ,C-Eland AIFt6419 - r i B51B12 B30 - 4478 PCSIAWS4890 _W 4490 4415 CPRIIDC cffuDC CPRUDC - H f Optic Fb DC Cab e DC Cab. Optic Ab OC 06Sugs _ Pf NOTE: 'FbwerPlali% 1. CONTRACTOR TO CONFIRM ALL PARTS. DCDistribution,' 2. INSTALL ALL EQUIPMENT TO MANUFACTURER'S RECOMMENDATIONS NOTE: RF PLUMBING DIAGRAM t SCALE: N.T.S RF-1 REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTINGS. TOWER ENGINEERING PROFESSIONALS � SITE NUMBER:10074795 ® AT&T MOBILITY M&H ENGINEERING,PLLC SITE NAME: SOUTHOLD AT&T 1 O6/11/24 ISSUED FOR CONSTRUCTION BB JC DPH 326 TRYON RDtamobs �ic��' 0 05/10/24 ISSUED FOR PERMfI'TINC ASB JC DPH RF PLUMBING DIAGRAM RALEIGH,NC 27603 _ (919)661-635f ONE PENN PLAZA 165 PECONIC LANE A 03/29/24 ISSUED FOR REVIEW VSM JC DPH (ERICSSON MODERNIZATION) 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY N0. DATE REVISIONS BY CHK APP'D SITE NUMBER DRAWING NUMBER REV Nr sxere�n�ure a:wmvz NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 S=. AS SHOWN DESIGNED BY: JC DRAWN BY: VSM 10074795 RF-1 1