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1000-108.-4-11.3 (10)
Michaelis, Jessica From: Cummings, Brian A. Sent: Monday,July 11, 2016 3:27 PM To: Michaelis, Jessica Subject: FW: NYNYNY0228-415 Elijahs LN, MATTITUCK Close out Attachments: 25736-415-GPE-GCX-02545.pdf, NYNYNY0228 2C PE Certification Letter 6-29-16.doc.pdfIr 1 From: Biko Marrast [mailto:biko(abacsnetworking.com] Ptarining Board Sent: Monday, July 11, 2016 2:59 PM To: Cummings, Brian A. Cc: John Varella; Vasilis Tsimiklis; Christos L. Kontos Subject: NYNYNY0228- 415 Elijahs LN, MATTITUCK Close out Hey Brian as per our phone conversation please find the permit and letter form the Engineering firm verifying the work we completed at the subjected site. Also I would like to formally request a Final inspection for this site. When this is complete and a certificate is to be issued. Please forward a copy to the FAX number below for our records. Thanks, And please let me know if I can do anything on my end to assist this process. Regards, ,r�i�o/�ar�wast SP acs Y extending your telecommunications reach 19 18-55, 42nd Street Astoria , NY 11105 E-: biko(cDacsnetworking.com 2: 718.255.5926 ext:209 19: 718.255.5926 The information contained in this e-mail and any attachments are legally privileged and confidential, If you are not an intended recipient, you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please notify the sender and permanently delete the e-mail and any attachments immediately.You should not retain,copy or use this e-mail or any attachment for any purpose, nor disclose all or any part of the contents to any other person. 1 2573r m'T5-(SPE-GCX-02545-000 TOWN OF sou rIHOLD � m III,,, III Ill EIT TOWN C1 ERK'S OFFICE SiTl°iLbw NY �Jjjff, ,u H,,,,, 1144 PES I,,,I (THIS IT MUST BE KEPT ON THE PREMISES WITH IONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permft m 40281 Date: 1111812015 Permission is hereby granted to: GOBIL I I...0 & Goeller Family Sury Trust 6915 E Harbor Cir S uail, FL 34996 To: modifyn exisfing wirelesscommunication facility as applied for peer site plan approval. i At, premises located t: 4,15 Eli ahs Ln, l�ttituc SCTM#473889 Secffilock/Lot# 108,,,, -11.3 Pursuant k FFI'i ti dated 6/3012015 and approved by the Building Inspector. t Toexpireon 511912,017. Fw co-COMMERCIAL $50,00 Lill Il6n�'��;) Ill nql]IuI�:::,!cto Ir No -All am K-- N-\ 4\ "xv M 7 W, MR, a "'A Y -q, ' IS UE S DTIO'll ' 'ADDRES M\1 A MW 11112 on\:\,�,\,,,�,,�, U, Th 1"' Abtllcl 'e�z� "st" , d ic ...........��lll n tCl\ 'd, ret med, t' an u A V", M 4- 4, OCCU ancy- 7am BUIL DIN, GI-INSPECT .... ........ aW MCI, W, BONK M MIN P41 A 300 Broadacres orive Bloomfield,NJ 07003 Tel;(201)571-0730 Fax:(201)5710650 June 29,2016 Town of Southold Buildings Department Town Clerk's Office Southold,NY 11550 Subject: Professional Engineer's Certification Letter AT&T Site ID#: NNYNY0228 i AT&T USIDM 5679 AT&T Site Name: MATTITUCK Building Permit No: 40281 Section:108,Block:4,Lot:11.3 415 Elijah's Lane,Mattituck NY 11952 Latitude: N 400 59'57.79"; Longitude: W 72°30'40.17" Dear Sir: This letter is to certify that Bechtel Associates Professional Corporation visited the AT&T telecommunications facility located at 415 Elijah's Lane,Mattituck NY on January 20,2016;on behalf of AT&T,and can certify that the existing construction/facility conforms to the Building Permit and town approved Construction Drawings (T01 through E04 Rev.2,dated October 12,2015,with no deviations. The facility as installed conforms with all applicable Town and New York State Building Codes. Respectf 4 &J A r� 1 Rich CotP NY LI 0654394 Beclate 5 "r Corporation ' L OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex S0!/jP.O.Box 1179 54375 State Route 25 ��� O1 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY � � Telephone: 631765-1938 www.southoldtownny.gov O ® �Q 4�oou�rt,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Directorx Date: November 13, 2015 Re: Planning Department Report New Cingular Wireless at 415 Elijah's Lane SCTM#1000-108.4-11.3 415 Elijah's Lane, Mattituck As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed modifications pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). We have the following recommendations for this application: 1. The proposed modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Building Permit be issued for this application in accordance with the Structural Analysis Report, dated March 20, 2015; 2. The Building Permit must state the following: a. All of Applicant's existing and new feed lines/cables shall be installed inside the monopole structure; b. All feed line access ports shall be sealed to prevent access by any birds or other wildlife; c. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. FOR INTERNAL USE 0111_ " JUL I 3 2015 SITE PLAN USE DETERMINATION Southold Town Planning Board Initial Determination Date Sent.—? f ►�—��� Project Name:& Project Address: (f - _ Zoning District:�� — • Suffolk County Tax Map No.:'(000- 0 _ 1 Request` orting documentation as to (Note: Copy of Building Permit Application and supe -proposed use or uses should be submitted.) Initial Determination as to whether use is permitted. site Ian is required:_ 112& Initial ' Initial Determination as to whether p Signa ure of Building nsutul Planning Department (P.D.) Referral: i !� j_ Date of comment--n—,�—, L� p,D. Date Received.-_ t( o :,9a (1,1V c atrents: e Ql- Signature Of Planning Dept. aff Reviewer Fina[ Determination Decision: e;,.„atrrrP of Riiildina InsnPcter Town of SoUthold, New York Telecommunications Site Review Consultants, Inc. 7050 West Palmetto Park Road,#15-652 Equipment Upgrade Application Boca Raton, FL 33433 Tel.877.438.2851 Fax:877.220.4593 obc- October 28, 2015 EDE C E � U�Q �JI�"�-,E , �C Mr. Brian Cummings NOV 0 6 2015 Planner Southold Town Town Hall Annex Building Planning Board 53095 Route 25 Southold,New York 11971 RE: New Cingular Wireless PCS,LLC (AT&T); NYNYNY0228; Mattituck SCTM#1000-108-4-11-3 Dear Mr. Cummings, At your request, on behalf of the Town of Southhold ("Town"), CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by AT&T Mobility ("Applicant") to modify and upgrade their equipment on an existing one hundred seven and a half(107.5) foot monopole tower, owned by Crown Communications. The tower is located at 415 Elijahs Lane, Mattituck,New York,see Figure 1. Support Structure&Equipment The purpose of the proposed modification is to allow the Applicant to add equipment for upgrades for fourth generation (4G) advanced wireless services, by adding new antennas and Remote Radio Heads (RRH) that will support higher speed wireless broadband. These modifications to the tower equipment will occur at the ninety eight (98) foot level, Appendix, E,rhibit A. The Applicant currently maintains nine(9)panel antennas; three(3)per sector. Three (3)new antennas(one per sector)will replace three of the existing antennas at the same locations. Additionally the Applicant will add three (3) new RRHs to the existing six (6) for a new total of nine (9) RRHs. The existing backhaul microwave dish will remain. The new antenna configuration is depicted in Appendix, Exhibit B. The Applicant will also add a new radio within its existing equipment shelter. The referenced facility and tower has been designed, constructed and continues to be operated by the Tower Owner and professionals with expertise in telecommunications site design and construction. The facility has been designed to maximize the use of telecommunications facility and will have the capability to provide space for future collocation opportunities. Town of Southold Nev, —,'k SCTM#1000-108-4-11-3 ■��� lr��nl�� AT&T;NYNYNY0228;Mattituck Consultants, Inc. Page 2 Structural Analysis The Applicant submitted a structural analysis, prepared by Jacobs Consultants Inc., dated March 20, 2015 and based on ANSI/EIA/TIA-222-F standards. The report summary indicates that with the upgrades, the tower is still within its design limits,see Appendix,Exhibit C. Specifically, the tower with the existing and proposed equipment will have a stress rating of 95.7%while the base(foundation)rating will have a stress rating of 84.8%. There have been numerous documents indicating a possible future extension to the monopole with additional antennas. Should any such modifications be proposed is it likely that structural enhancements will be required to the tower. Wireless applications, other than new support structures are governed under the Middle Class Tax Relief and Job Creation Act of 2012 (Tax Relief Act)and shall be afforded streamlined processing with a qualified application. A qualified application under the Tax Relief Act cannot increase in size of the ground compound, or tower structural changes increasing the height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. Since the Applicant will not be increasing the height or girth of tower, nor the compound, this application is qualified for streamlined processing under the Tax Relief Act. The submitted application conforms to the requirements of Town codes and State of New York wind codes and structural integrity. Therefore, it is CityScape's recommendation that the Town approve the application with the following conditions: 1. All of Applicant's existing and new feed lines/cables shall be installed inside the monopole structure; and, 2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and, 3. The facility shall remain secured and protected from unauthorized personnel. I certify that to the best of my knowledge all of the information included herein is accurate at the time of this report. Respectfully submitted, Jonathan N.Edwards,P.E. CityScape Consultants, Inc. Town of Southold,Nei;,—,i-kAp I SCTM#1000-108-4-11-3 T_Z_! AT&T;NYNYNY0228;Abtfituck Consultants, Inc. Page DeLorme Street Atlas USA®2009 -W 4 t 0 -T, � % ew % 6YIP or c4 v P" 4. 5 < N: 1�w�wit CutcRogue 25 PADDOO(YJA 7 A 1BT '_We'Sp Y. N 0- 25 T, 0- W T,- Vt z 00" HE 7 7�-" T,- 0, Ve- Y LkAve A, 7 -47 R "Ox "V e- cl, ` fits B V N P t V�Ay I PR IT Data use subject to license, ¢ ft @DeLorme DeLorme Street Atlas USA®2009. 0 800 1600 2400 3200 4000 —delorme com MN(13.7-W) Data Zoom 13-0 Figure 1 — Site Location s Town of Southold,Nex, k ���w����■����� SCTM#1000-108-4-11-3 L 'W- I sk't`" I AT&T;NYNYNY0228;Mattituck Consultants, Inc. Page 4 Appendix Town of Southold Nei', irk dhdT r=u r :I- SCTM#1000-108-4-11-3 AT&T;NYNYNY0228;Mattituck Consultants, Inc. Page 5 TOP OF LIGHTNING ROD i -«_—.SWAP.EXISTING (1)LTE ANDREW ANTENNA.WITH (1) EXISTING BEACON LIGI{T - r -� � M PROPOSED LTE ANDREW-AT&T(SBH- NH1D65A) HEXPORT ANTENNA ON EXISTING,PIPE MAST RAD,CENTER OF EicISTI1dG SPRINT ANTENNAso-, , # (TYP• ALL SECTORS)(SEE DETAIL 2ar3/Ao3) 1108'-0' riw. _ _ - A��.,_.I 4 _ _=4 TOP OF MONOPOLE 1 f'107`4* A.G.L. EXISTING RAYCAP DC6 DOME,TO REMAIN---- = T EXISTING DISH TO REMAIN (SECTOR A) --- ' __—EXISTING (2) AT&T ANTENNAS TO REMAIN (TIP. ALL SECTOR5) RELOCATED'EX15TING-700 MHz RRH'S TO BE MOUNTED ON PROPOSED PIPE(TYP. ALL SECTORS) RAD. CENTER QJ "STING&_FR.O ED AT&T�APITENNAS (SEE-DUAL 1/AD4) 98'-W:b_AGL (TYP FOR ALL SECTORS) — --RELOCATE EXISTING (1) 700,MHz RRH ON PROPOSED PIPE. REMOVE,ALL EXISTING PM UNISTRUT•FRAME(TYP.-ALL SECTORS) �- - -INSTALL(1) 1900 MHz RRH'S ON PROPOSED PIPE(TO. ALL SECTORS)'(SEE"D&AL 1/AO4) RAD._CENTER,OFEktsMNG VERiZON„ANTENNAS,, * �.,y=_� _ *-0” AAL -�AD�CEN�,�OF EKLS'nNG_T-MOBILE=AN'lENN9S;=m__y-_�,.,.��.,�-E, f62'-0" A.G.L. s� EXISTING MONOPOLE EXISTING LTE GPS UNIT TO REMAIN EXISTING,GPS UNIT TO REMAIN-^--- EXISTING-T-MOBILE r=E LISTING AT&T- EQUIPMENT EQUIPMENT.SHELTER EXISTING CHAIN I LINK FENCE ~ 4j--EXISTiNG VERIZON If EXISTING ICE-- 3 ! SHELTER f--EXISTING NEXTEL BRIDGE NT i EXISTING,SPRISHELTER- 1 3 , ' +EQUIPMENT EXISTING GRADE Exhibit A - Existing Support Structure Town of Southold,Nei, _-_'rk *r-1- m,ti„r SCTM#1000-108-4-11-3 �� �'`'r� AT&T;NYNYNY0228;Mattituck Consultants, Inc, Page 6 Rp14CATE E�aiTINO(1}70D xNz Rn'It:Oat PRt 05 0 PLAE INSTALL(1) 1900 LRti-RRN'S OVPROPOSEDWE u RETE_-L.L:Ex1sTINa ROM UNISTMUT FRMAE(SECTOR A) (eraD+�(TsECTCR A);(SEE oQ.a'tlAO!) • - - ,- - ,EXWNG RAYCAP DC&ME TC-Fif7MQN �vv NruS .tL�`AP.F,J TSMC )AT&T -(I)LTE AtDkfi ANVavA-ZM-`°""'"""'°' IMSTINC TO-PEWIT Q(SetxgR_N (t)`PPCF 75ED LTE ANDREW-AT&T(S84* aC65a) _ t pC ti A>t[ElMt O1l.EXISTM PFE VAST (SEGICR A) (SEE Pm MvA.?3) .M Ex95T1iG DSH TO,REedAiy RELCtAT!C iG..7 !NNz.RRH'S,to tae t raueiTeo W CROPOSP PIPE(ABDQ(SM-DETAL-f/?04)(SECTOR A),` 0CATE,EXIa M(1):TCO MH1 RRH ON PROPOSED PIPE. tlSTtnC(S);ATSR'AxTtNuAS ROAM-AECEAMC aM,tJk!$Thhi 'fW-e(SeVOR-,B) TC-REAVL�1(SECTOR C} ---,-SWAP Exb-W'(WLTE MCREW-ANTMA%WTH'(1}PROPOSED. RELGCATfD,E7dSTItY nO Wi RRt£5 80 'n1OIA�TED Oft ' '` 1,TE s++OREw'A4&T(Sml-ai-106�HWcat ANTMmh cu PROPOSED PPE, M'(SECTOR C)(EE£CETAIC 1!�) fJ6ST}11G PIPE,AIAST:(SCCTt ! (SEC OE1AL 263lAs1) ftmt'.(t)"1904-LINZ-pv04CN,PROIhDi FIFE(®:LC'SQ (SECTOR-it)(SMCMiL VA") INSTau.•t)} 19061Lw,ai FS'&j PROPOSED PIPE SerAa,f�c�Smd(1)LM M®9LN ARES M iMTH jt)"PMPOSM -(BEL ON SECTOR 9)(SEE-DETAIL_'I/Apa) LTE ANDREIY AT&T-'(S9NN1=106SA).W.XP0RT ANTID"ON VISTINZ Pip£!LMST(SECTOR C)(SEE,OETAR.2&4/A G3) - � Ri6 a tu,E>n5 m,700:viz M'S YO PE ij�.'TED Oct- PROPOSED PPf teBDYE}{SECTOR�)'(SEE.CETAti i/NJa), RELOCATE EXI5TWO(1)700 MHs ARN ON:PROPOSED PRE; EXISV xt3T iC(2)nikf ANTE[+,tAS'to Ri L161N - ROAMS'ALL EMING-RRI) R(2 tn"QSTRU6-FRAME(SECTOR C) Exhibit B —Proposed Antenna Configuration V . Town of Southold Nei, rk �"�°�!� r�����■��n SCTM#1000-108-4-11-3 MWd ,M,j��®Irr��rrl�lJdd AT&T;NYNYNY0228;Mattituck Consultants, Inc. Page 7 Date: March"2Q-2015 JACOB James Ravencraft Jacobs`Gonsultants Inc.- Crown nc:Crown Castle" 5449 Bells Ferry,Rd 3536Toringdon Way Suite 300 Acworth,GA 30102 Chadotte,I�tC:28277 (770)701-2500 -Subject: Structural Analysis Report Carrier Designation. AT&T"Mobility Co-Locate Carver .SiteNurr►ber. MYNYNY0228 Carder Site Name: MATTITUCK Crown Castle Designation: Crown-Castle BU Number. 843211 Crown Castle Site Name: MATTITUCK Crowri'Castle JdE Job Number: 327442' Crown CastleMork Order Number:- 1028357 Crown Castle Applicaiio- Number: 282457 Rev.0 Enghneering,Fiim Designafion: Jacobs Engineering Group Inc.Project Number: 1028357 Site Data: ELIJAH'S1ANE,MATTITUCK .Suffolk County,NY Latitude 40,59'67.79". Longitude-720 30'40.17" 107.5 Foot-Monopole Tourer Dear James Ravencraft, Jacobs Engineering,Group-lnc. is pleased-to submit'this "Structural Analysis Report'-' to determine"the structural integrity of'the above mentioned tower. This:analysls has been performed in accordance with the Crown Castle Structural'Statement of Work-and the term`s of-Crown Castle Purchase Order Number 768166,in accordance with application.282457;revision'0. The purpose of,itie-analysis"is to determine acceptability of the"tower'stres's_level. Based on-our analysis we have-determined the tower stress level for the structure and foundation,•under the-following"load'case;.to be: LC7:Existing+Reserved+Proposed Equipment Sufficient Capacity Note:See Table I and Table-if forthe-proposed and existing/reserved loading,respectively; T.he,analysis has been performed in-accordance with the TIA/E_IA-222-F2standard and-Local Code requirement based upon a wind speed°bf 85 mph fastest mile. All modifications and equipment proposed iri this'report shalt be installed in accordance with"the-attached drawings for the.determin'ed available structural cepacity:to tie effective. We at•Jacobs Consultants-h7c.appreciate the-opportunity of providing our continuing ptc&ssional"services to you-and Crown Castle:-If you have any questions or need further assistance-on this or-any other projects -please give us a call. Structural analysis prepared by: Reviewed by: Fh SoUmya-Ray Walter M.Prather, PE -Y6 Structural Engineer Vice.President of Engineerings ►�,l�IpWP- tnxTower Report-version 6.1 A.1 Exhibit C — Structural Analysis Summary :l091111, _P" ■ Town of Southold, New York ' rg4=; Telecommunications Site ReviewConsultants, Inc. 7050 West Palmetto Park Road,#15-652 Equipment Upgrade Application Boca Raton,FL 33433 Tel 87Z-438.2851 Fax:877 220.4593 October 28, 2015 D EC EE VE Mr. Brian Cummings Planner N 0 V 0-2 2015 Town Hall Annex Building 53095 Route 25 Southold Town Southold,New York 11971 Planning Board RE: New Cingular Wireless PCS,LLC (AT&T); NYNYNY0228; Mattituck SCTM#1000-108-4-11-3 Dear Mr. Cummings, At your request, on behalf of the Town of Southhold ("Town"), CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by AT&T Mobility ("Applicant") to modify and upgrade their equipment on an existing one hundred seven and a half(107.5) foot monopole tower, owned by Crown Communications. The tower is located at 415 Elijahs Lane, Mattituck,New York,see Figure 1. Support Structure &Equipment The purpose of the proposed modification is to allow the Applicant to add equipment for upgrades for fourth generation (4G) advanced wireless services, by adding new antennas and Remote Radio Heads (RRH) that will support higher speed wireless broadband. These modifications to the tower equipment will occur at the ninety eight (98) foot level, Appendix, Exhibit A. The Applicant currently maintains nine (9)panel antennas;three (3)per sector. Three (3)new antennas (one per sector) will replace three of the existing antennas at the same locations. Additionally the Applicant will add three (3) new RRHs to the existing six (6) for a new total of nine (9) RRHs. The existing backhaul microwave dish will remain. The new antenna configuration is depicted in Appendix, Exhibit B. The Applicant will also add a new radio within its existing equipment shelter. The referenced facility and tower has been designed, constructed and continues to be operated by the Tower Owner and professionals with expertise in telecommunications site design and construction. The facility has been designed to maximize the use of telecommunications facility and will have the capability to provide space for future collocation opportunities. F- Town of Southold,Ne.. irk SCTM#1000-108-4-11-31����,y AT&T;NYNYNY0228;Mattituck and ���~��� Consultants, Inc. Page 2 Structural Anal The Applicant submitted a structural analysis, prepared by Jacobs Consultants Inc., dated March 20,2015 and based on ANSI/EIA/TIA-222-F standards. The report summary indicates that with the upgrades,the tower is still within its design limits,see Appendix, Exhibit C. Specifically, the tower with the existing and proposed equipment will have a stress rating of 95.7% while the base(foundation)rating will have a stress rating of 84.8%. There have been numerous documents indicating a possible future extension to the monopole with additional antennas. Should any such modifications be proposed is it likely that structural enhancements will be required to the tower. Wireless applications, other than new support structures are governed under the Middle Class Tax Relief and Job Creation Act of 2012(Tax Relief Act)and shall be afforded streamlined processing with a qualified application. A qualified application under the Tax Relief Act cannot increase in size of the ground compound,or tower structural changes increasing the height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. Since the Applicant will not be increasing the height or girth of tower, nor the compound, this application is qualified for streamlined processing under the Tax Relief Act. The submitted application conforms to the requirements of Town codes and State of New York wind codes and structural integrity. Therefore, it is Cityscape's recommendation that the Town approve the application with the following conditions: 1. All of Applicant's existing and new feed lines/cables shall be installed inside the monopole structure; and, 2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and, 3. The facility shall remain secured and protected from unauthorized personnel. I certify that to the best of my knowledge all of the information included herein is accurate at the time of this report. Respectfully submitted, '61b Jonathan N. Edwards, P.E. CityScape Consultants,Inc. Town of Southold,Ne -,.-irk rM -� t=o I �47, - SCTM#1000-108-4-11-3 X i�� ���rIMtiMtttt1 AT&T;NYNYNY0228;Mattituck Consultants, Inc. Page 3 DeLorme Street Atlas USA@2DD9 St ex r QV�S i Sys! �� �0 SOUND VEW AVE a CutchogulStation Gq.�� �Ro a° `racy ,0 ':v o� � Wa/lila Cutcho ue z � s Q N�py R€'p 25 m Ifz � PADDOCK WA- � � tel% P r.Iyg`� t t /{IuI7� A � % wCOpWAY �\ p AT&T13-W GREEN AY 5 t- �� Re fi 1 3 a �� z NSs�kFI p��- Marratoodm� g' Pond �y,MattBuck 5 d 17 Al `e � $ Ew q�FFo avy` New' r40' 4N \.1ttduck- t- � Peconic Gnat x b !l Data use subject to license. } 8 DeLorme.DeLorme Street Atlas USA®2009 0 800 1600 2400 3200 4000 www.deforme.com MN(13.7'W) Data Zoom 13-0 Figure 1 — Site Location "'�"I ■ ■■■■■■■■ Town of Southold,Ne irk SCTM#1000-108-4-11-3 ��■ NOW AT&T;NYNYNY0228;Mattituck Consultants, Inc. Page 4 Appendix Town of Southold,Ne Irk SCTM#1000-108-4-11-3 AT&T;NYNYNY0228;Mattituck Consultants, Inc. Page 5 - TOP OF LIGHTNING ROD 1111'=8" A,G.L - SWAP EXISTING (1) LTE ANDREW ANTENNA WITH (1) EXISTING BEACON LIGHT- ------- ----- - PROPOSED LTE ANDREW AT&T(SBNHH-1DWA) i HEXPORT ANTENNA ON EXISTING PIPE MAST RAD. CENTER OF EXISTING SPRINT ANTENNAS I (TYP. ALL SECTORS)(SEE DETAIL 2&3/AO3) t1 OB-0' A.0 L TOP OF MONOPOLE 11 1L 1107'--6' AG.L EXISTING RAYCAP DC6 DOME TO REMAIN—- EXISTING EMAIN—EXISTING DISH TO REMAIN (SECTOR A) ry EXISTING (2) AT&T ANTENNAS TO REMAIN (TYP. ALL SECTORS) .Hto___ RELOCATED EXISTING 700 MHz RRH'S TO BE MOUNTED ON PROPOSED PIPE(TYP. ALL SECTORS) RAD.-CENTER-OF_EXIMNG_&-PROPOSED-AT&T-ANTENNAS__ (SEE DETAIL 1/ADQ 98'-0't AGL (TYP FOR ALL SECTORS) i —RELOCATE EXISTING (1) 700 MHz RRH ON PROPOSED PIPE, REMOVE ALL EXISTING RRH UNISTRUT FRAME(TV. ALL SECTORS) INSTALL(1) 1900 MHz RRH'S ON PROPOSED PIPE (TYP. ALL SECTORS) (SEE DETAIL 1/ADQ RAD.-CENTER OF,EXISTING_VERIZON ANTENNAS n 11 *78'-0' A.G.L. RAD,_CENTEq_OF_EXISTING T-MOBJLE ANTENNAS X62'-0" AG L _ EXISTING MONOPOLE EXISTING LTE GPS UNIT TO REMAIN EXISTING GPS-- UNIT TO REMAIN -EXISTING T-MOBILE EXISTING AT&T EOUIPMENT EXISTING CHAIN EOUIPMENT SHELTER LINK FENCE EXISTING VERIZON EXISTING NEXTEL BR�EG ICE--I SHELTER SHELTER I EXISTING SPRINT EOUIPMENT I FIT EXISTING GRADE Exhibit A - Existing Support Structure Town of Southold,N( _)rk j SCTM#1000-108-4-11-3 " �`�" � /roti/ AT&T;NYNYNYO228;Mattituck Consultants, Inc. Page 6 RELOCATE EX MO(1) 700 VHa RAH ON PROPOSED PIPE INSTALL(1) 1900 E DE UV PROPOSED PIPE N REW 4E ALL ERISTIMS RRH UNISTRUT FRAME(SECTOR (BELOW)(SECTOR A))((SEEE ETA9 t/n0i} o- EXISTING ROW D.;6 COME TO ADJAIN SWAP 04TR10(1) LTE ANDREW ANMV0 iITTH ` EXISTING(a) Aa.1ENtu5 {7] PROPOSED LTE ANDREW AT&T(SMSM-1065A) TO RfTM1V(SEECTCT OR A) HFJtPORT ANTENNA ON E)KISTM PPE WAST FXISSTINO DLSN TO KmAIN (SECTOR A)(SEE DETAIL 763/A23) � RELOCATED EX WV4 703 NH:RAWS TO BE LUNTED ON PROPOSED PIPE(AW&)(SEE DETAL 1/AO4)(SECTOR A) ELOCATE VKMT" (1) 700 UW RAH ON FROFOSED PIPE. FASTIND(S)AT&T ANTENNAS REWVC ALL EXISTING RRH UNISTRUr FAME(SECTOR 0) TO 00"(SECTOR C) SECT c VAP EYSTING(1)LTE ANDREW DNTENYA WITH(1)PROPOSED ALLOCATED FxIMNO'X'00 4E@t RRN'S TO 6E MOLMED ON ` LTE ANDQE19 AT&T (Sg1441-1CLU)HEXCPM ANTENNA OR PROPOSED PDC(ASM) (SECTOR C) (SEE CETAIL 1/404) EXISTING PIPE MAST(SLOW D)(SEE DUAL 2&3/A®3) W04L (t) 1900 WHR RRWS ON PROPOSED PfPE(MLOA) (SECTOR C)(SES DETAIL VAOR) INSTALL(1) 1900 MIII RRS(S ON PROPOSED PIPE SUP EXaMC(1)LTE ANDREW ANTIEV%%PATH(I) PROPOSED (BELOW)(SECTCR D)(SEE DETAIL I/AO4) LTE ANDREW AT&T(SOM411-1D&U) HEXPORT ANTEWA ON EXISTIMO Pb-E VAST(SECTOR C)(SEE DETAIL 2&3/AO3) � RELOCATED WSTIND 700 LW2 RRHIS TO BE kKXA M ON PROPOSED RPE(ABOVE) (SECTOR B)(SCE DETAIL 1/A04) RELOCATE EXISTM(1) 7C0 MH: EXtSMO(a)ATM ANTIMAS TO R"IN RRH ON PRCPOS O P.PL (SECTOR B] REMOVE ALL CXBSTINO RAH UNSTRUT FRAUE MCTOR C) Exhibit B —Proposed Antenna Configuration Town of Southold,N' ork - r.ams �:` �WOME! SCTM#1000-108-4-11-3 AT&T;NYNYNY0228;Mattituck Consultants, Inc. Page 7 Date: March 20,2015 JA BS James Ravencraft Jacobs Consultants Inc. Crown Castle 5449 Bells Ferry Rd 3530 Toringdon Way Suite 300 Acworth,GA 30102 Charlotte,NC 28277 (770)701-2500 Subject: Structural Analysis Report Carrier Designation. AT&T Mobility Co-Locate Carver Site Number. NYNYNY0228 Carrier Site Name: MATTITUCK Crown Castle Designation. Crown Castle BU Number: 843211 Crown Castle Site Name: MATTITUCK Crown Castle JDE Job Number: 327442 Crown Castle Work Order Number: 1028357 Crown Castle Application Number: 282457 Rev.0 Engineering Firm Designation. Jacobs Engineering Group Inc.Project Number: 1028357 Site Data., ELIJAH'S LANE,MATTITUCK,Suffolk County,NY Latitude 400 59'57.79", Longitude-720 30'40.17" 107.5 Foot-Monopole Tower Dear James Ravencraft, Jacobs Engineering Group Inc. is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural'Statement of Work'and the terms of Crown Castle Purchase Order Number 768166,in accordance with application 282457,revision 0. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7:Existing+Reserved+Proposed Equipment Sufficient Capacity Note See Table I and Table II for the proposed and existingfreserved loading.respectively. The analysis has been performed in accordance with the TIA/EIA-222-F standard and Local Code requirement based upon a wind speed of 85 mph fastest mile. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Jacobs Consultants Inc.appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Reviewed by: C7 N Soumya Ray Wafter M.Prather, PE W) "y�oae2�" Structural Engineer Vice President of Engineering .o � Stoo\, tnxTowrer Report-version 6.1.4.1 Exhibit C — Structural Analysis Summary And : 5-111-1 �l \d���f��r\��I■1�0 Consultants, Inc. 7050 West Palmetto Park Road#15-652 Boca Raton,Florida 33433 Tel: 877.438-2851 Fax: 877.220-4593 �4Z Sad LETTER OF AGREEMENTD E C E � U E July 22, 2015 =JUL2 Southold Town Heather Lanza,AICP, Planning Director Planning Board Town of Southold 53095 Route 25 Southold,New York 11971 Re: Agreement between Town of Southold,New York(Town) and CityScape Consultants,Inc. (Consultant) dated -rtAgreement) Dear Ms. Lanza, As per the above referenced Agreement between Town and Consultant, Consultant agrees to provide a review and analysis for an Application from, Wire ;for modifications and upgrades to an existing tower located 415 Elijah Lae J e ``yy ,' 'CTM#1000-108.4-11.3. 97 Qt4Review services for the Application will be performed at an agreed upon rate of four thousand dollars ($4,000). There will be no additional costs of fees associated with the review of this Application and/or follow-up letters relating to this Application. Consultant will provide the services as outlined in Exhibit A, Scope of Services, of the Agreement. Sincerely, / 1 Elizabeth Herington-Smith ackhaul Acquisition,Service,, LC June 25, 2015 Building Inspector Town of Southold 54375 Main St Southold NY 11971 RE: Building Permit Application Applicant: New Cingular Wireless PCS,LLC ("AT&T") Properly Owner: William J Baxter Jr, Patricia Baxterdell Jr and Jane P Goeller Z, ' ' -, Property Address: 415 Elijah's Lane, Southold NY Assessors' Info: 108-4-113 Tower Owner: AT&T 'a 'I U U N 0 201 Dear Building Inspector: Enclosed please fmd an antenna permit application for AT&T at 415 Elijah's Lane, Southold NY. This package includes the following items 1. Signed and notarized application 2. Signed Certificate of Occupancy application 3. 4 sets of plans 4. $550 check for the permit application fee 5. Certificates of insurance from the General Contractor 6. Survey 7. 6409 Letter Should you have any questions please do not hesitate to contact me at(856)625-1596 or via email at ryan@backhaulacquistioi-i.com Sincerely, Ryan G. Bailey Backhaul Acquisition Services 3B Prospect PI Madison, NJ 07940 856-625-1596 973-215-2940 Fax lyan@backhaulacquisition.com 641 Shunpike Rd Suite 117 Chatham,NJ 07928 856.625.1596 Office 973.215.2940 Facsimile �111adN40219 TOWN OF SOUTHOf— BUILDING DDD MIT APPLICATION CHECKLIST BUILDING DEPART! r Do ve or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NYSDEC Trustees C O Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Marl to Disapproved a/c � Phone H 11 Expiration 20 { ; 1 Building Inspector JUN 3 0 2015 APPLICATION FOR BUILDING PERMIT Date 120 INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections New Cmgular Wireless PCS,LLC (Signature of applicant or name,if a corporation) 3B Prospect PI,Madison NJ 07940 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Applicant is Lessee Name of owner of premises William J Baxter,Jr,Patncia Baxter and Robert A Goeller,Jr.and Jane P Goeller (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer New CmqWi ular reless CS,LLC Ryan Bailey as agent for Applicant (Name and title 9yc>fflp0 &10ft1 i" Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 415 Elijah's Lane Mathtuk House Number Street Hamlet County Tax Map No. 1000 Section 108 Block 4 Lot 14a �.3 Subdivision Filed Map No._ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Commercial building and public utility wireless telecommuncations facility b. Intended use and occupancy public utility wireless telecommunications facility 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work modification of existing telecommunications site (Description) 4. Estimated Cost $25,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units WA Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Existing 118'monopole and existing equipment area Dimensions of same structure with alterations or additions' Front Rear Depth Height Number of Stories no change 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories no change 9. Size of lot:Front Rear Depth 10.Date of Purchase 412n1 Name of Former Owner William J Baxter,Jr 11.Zone or use district in which premises are situated LB-limited business 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO x 13.Will lot be re-graded?YES_NO x Will excess fill be removed from premises?YES_NO William J Baxter Jr,Patricia Baxter and er 14.Names of Owner of premisegobert A Goeller Jr and Jane P Go�preSS 415 Elijah's Lane,Mattduck N1Phone No. 772-225-4492 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. �J�J2 STATE OF NEW 1t7taC) SS: COUNTY OF I t, ) /, 4 ]�e—' �� /z j being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)abovenamed, (S)He is the r` (Contract , gent Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith FREDERICK T. RICCIARDI Swom to before me this NOTARY PUBLIC OF NEN1 JER !54~ day of S'. Q 2013 1 My COMMISSIOn Expires 8,13122- Notary ,13/2_Notary Public Signature of Applicant INVOICE mss..'_...--...r.-« C `O N S U L T A N T S I N C . DATE INVOICE# 7050 W. Palmetto Park Rd #15-652 11/5/2015 3246 Boca Raton, FL 33433 BILL TO E C E V E Town of Southold U L� Heather Lanza, AICP, Planning Dir NOV 16 2015 P.O. Box 1179 Southold, NY 11971 Southold Town Planning Board Project Ref/PO: ATT 415 Elijah Ln Description Rate Amount Site Application Review and Analysis: ATT NYNYNY0228"Mattituck" 4,000.00 4,000.00 Site Application submitted by AT&T Mobility;to modify and upgrade existing equipment on facility located at 415 Elijahs Lane, Mattituck, NY Review completed 10-28-2015 Public Hearing N/A SCTM: 1000-108-4-11-3 PURCHASE ORDER#28579 Please check your records to reflect that CityScape address is noted as per below: CityScape Consultants, Inc. 7050 W Palmetto Park Rd. Suite#15-PMB 652 Boca Raton,FL 33433 Total $4,000.00 Should you have any questions or need information,please contact CityScape Administration. Tel:(877)438-2851 Fax(877)229-4593 www.CityScapeGov.Com Vendor No. Check Town of Southold9 New 'Fort: - Payment Voucher 3373 ;. Vendor Name Vendor Address EnEered`•by?''I CITYSCAPE CONSULTANTS, INC. 7050 W Palmetto Park Road ; •i:, t f`' =.''•: -- �udit;Dafe:':` , Vendor Telephone Number :.',.'.••.'} 0 - - (561)558-2808 Suite 15, PMB 652 Totivn.Clei "�r;" y - Vendor Contact ;f Kay Miles(954)609-9797 Direct Boca Raton,FL 33433 Invoice invoice Invoice Net Purchase Order Numbcr Datc Total Discount LiountClaimec Number Description of Goods or Services General,Lcdger'I lftiTand AccdimtW4mbet •• 3246 11/09/2015 $4,000.00 n/a $4,000,00 28579 Consulting services re:Wireles ,fes+ �[/�/ T' ` t/tl�v`c�l/` R� upgrades:AT&T M'ability r 410 tjqahs Cana SNALUF SCTM#1000-108-4-11.3 Payee Certification department Certification The undcrbigned(Claimant)(.Acting on behalf of the about named claimant) l hereby certify that the materials abuvc specified have been received by me does hereby cen i6-rear rh;foregoing claim is true and correct,that no part has in good condition without substitution,the cervices properly been paid,except as therctn stated.that the balance therein stated is actually performed and that the quantities thereof have been verified with the exceptions due and ov ing.and hat -es from which the Town is exempt are excluded, or discrepancies noted. ^and payment is approved. S:gndturc Title j Signature i Company Name r1 Title ate • If TOWN OF SOUTHOW �I _ Purchase Order #/ - - 28579 Tax Exempt # A163554 �✓, Date / �I �7 Account # f k Deliver and send billing to: ,�endo 're� Department f 1��1 )t�}I���G Ira tdWGk� /3 Address/cu 'vl t � 0CJ t..l- .�,.�� t "~- ati.._�.,, - - --" VENDOR• r' --4..�_a.ti.,. �`� ; �,i' i�I!! **Return this copy and Town of Southold voucher ite.miced and signed for payment** ITEM QUANTITY DESCRIPTION UNIT COST TOTAL 011re� ,lV�ij17 � . �3 �1pp .s I THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR it _ 91 I CERTIFY THAT THERE ARE I. SUFFICIENT FUNDS AVAILABLE IN THE'APPROPRIATION CHARGED 11 r' Dept. Head I CERTIFY THIS TO BE A JUST (� AND TRUE/RURCHASE ORDER Supe'rv'isor I{ DEPARTMENT COPY - C• MAILING ADDRESS: PLANNING'BOARD MEMBERS _.`*0 SU(/PP.O.Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex PIERCE RAFFERTY ® �O 54375 State Route 25 JAMES H.RICH III Ol� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUNT`l, Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 25, 2015 Mr. Richard L. Edwards d/b/a Cityscape Consultants, Inc. 7050 Palmetto Park Road Boca Raton, FL 33433 Re: Wireless Up-grades: New Cingular Wireless at Baxter Located at 415 Elijahs Lane, Mattituck 11952 SCTM#1000-108-4-11.3 Zoning District: LB Dear Mr. Edwards: The Planning Board has authorized your scope of services in connection with the above. This letter will authorize you to proceed with the consulting work as outlined in the Agreement. Enclosed is the approved Purchase Order#28579 with amount not to be exceeded. Any work beyond this amount must be authorized in writing prior to being started. Also enclosed for your convenience is a Southold Town Voucher Form for your use with each invoice submitted to this department. If you have any questions, please contact me directly at 631/765-1938 between 8:00 a.m. and 4:00 p.m. Sincerely, Brian Cummings Planner Encls. PLANNING BOARD 1VIElvmERS ®F SQ(® MAILING ADDRESS: DONALD J.WILCENSHI � �o�� �y® P.O.Box 1179 Chair Southold, NY 11971 jog 0 WILLIAM J.CREMERS OFFICE LOCATION:_ v' ' • �s PIERCE RAFFERTYTown Hall Annex Gcs A TMES H.RICH III , 54375 State Route 25 � Ol H.SIDORU�lTY1� (cor.Main Rd. &Youngs Ave.) y�10 Southold, NY Telephone:631 765-1938 www.southoldtowmny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 20, 2015 Re: Checks The attached check is for a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. _- Applicant/Project Name & Tax Map Amount Check Date/ o. Type # 7/30/15 --#171 $4,000.00 AT&T Consultant Escrow New Cingular Wireless at Baxter 108-4-11.3 Fee JAM e AT &`T �R .78-964/914 attS• 7`150 STANDARD-DR.FL*Rgf' 410717754 HANOyVER MD 2106{{1779a.0 ti's ;' '< Z �,`,'� ? i• ;:.:�•" `•<;t. :�' PVYr.1,c:A. I .C'�5iav`atlniatai�� i �.`, a / \i�� �/3LJL1,�f 6 R, ,•• ' '`9 - '��=� order of_ �"`" s • O� � ba n k� t ` NOT,TO EXCEED 100,000:00- PAYABLE THROUGH CITIBANK,N A. 701 E.60TH STREET NORTH,SIOUX FALLS,SO 57104 605.931-2626 x':ti00 9 14096491: 2 10006 7 2 2 2 1 21'i' 0 17 1 , ' .unave I I ' MAILING ADDRESS: ' PLANNING BOARD MEMBERS *®F SO(/lyo Southold, NY 1179 11971 DONALD J.WILCENSKI ,`O l� Chair OFFICE LOCATION: WILLIAM J.CREMERS COO Town Hall Annex PIERCE RAFFERTY ® �� 54375 State Route 25 JAMES H.RICH III oly (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR G'QU � Southold, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 21, 2015 and August 18, 2015 Mr. Ryan G. Bailey Backhaul Acquisition Services 3B Prospect Place and 641 Shunpike Road, Suite 117 Madison, NJ 07940 Chatham, NJ 07928 Re: Proposed Wireless Up-grades: New Cingular Wireless at Baxter Located at 415 Elijahs Lane, Mattituck SCTM#1000-108-4-11.3 Dear Mr. Bailey: The Planning Department is in receipt of an application to up-grade an existing New Cingular Wireless/AT&T facility and related equipment at the existing site referenced above. Pursuant to §280-130A of the Southold Town Code, the Planning Department is required to provide a brief report to the Building Department concerning the proposed wireless communications up-grades to determine whether they meet the guidelines for wireless facilities. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of$4,000.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of$4,000.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's Fee will be returned to you. This application cannot be processed any further until we have received this check. Our consultant is CityScape Consultants, Inc. They may contact you directly regarding this application. If you have any questions regarding this application or its process, please do not hesitate to call this office. Thank you in advance for your prompt payment. Very truly yours, 43 Brian A. Cummings Planner xt ..:p.. ., '_ vT„':? 'u,'ta'd�.•�t;'•;.' 1"y.:�'4':'S uq.S�Xi x.µ,. rn COD F 13 f`- Postage $ Certified Fee u fgo t O Return Receipt Fee O Here(Endorsement Required) t. Restricted orsemeDelivery Fee ` .z M (Endnt Required) � IM �J f M Total Postage&Fees s r-I S nt To C3 c o Box zo�'��-� -� f'- 'i. m — C 11 A L a..✓ 4; —a Postage $ Certified Fee 1/ y Return Receipt Fee tn+ Postmark -4 M (Endorsement Required) .1f1U ' - O Restricted Delivery Fee C7 (Endorsement Required) ks M M Total Postage&Fees p5 r� _ 1 � , e r C3 Street/Apt. or PO BoxNo, �Q Ui 1 C St to ZIP �t� a l• °,N Mw t ` 4 r 0 S • • • • tt''Complets ite6is'f,2;.and°3.Ai- o complete A: S1 re r-. r iterri'4 if,Restricted Delivery is desired. _ X Agent •:�=Print,your'name and address,on the reverse ;❑Addressej so that,we can return_the cardio'you., , N;Attach this cardio the•back of the mai(piece,'-. eceive y{Print dName) lel o.Dafe.ofiDelivery , 4 _or on the front'if space permits:- MIMI 'DAs'Is delivery address different*roti-,Iter,-1? 13 Yes. 1. Article Addressed to: If YES,enter delivery address below: ❑;N" Mr.-Ryan G. Bailey Backhaul Acquisition Services 1 641 Shunpike Road, Suite 117 ; 3. SeririceType i Chatham, NJ 07928 i(&)e0fiedMaiP ElPrlorityMWIE.xss" I 13 Registered Return ReceiptfoPMerohand(se -- - — - , . []-Insured Mal d collecton Delivery 4.'Restricted Delivery?P tra`Fee) Q Yes 9 .a Z? Ole Number --'_ _ . ;(rranSfet^*rgmseryrge tabel�„ !r 7 014 1200 0001 6743 7760 ! .t p r SPS Formk38'111,Jt]Iy 20.t � 13,t t ^ s t t ►t 4Domesiic Return Receipt e I� i MAILING ADDRESS: PLANNING BOARD MEMBERS ®F S®UrSo P.O.h ld,oNY 17 971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY ® �@ 54375 State Route 25 JAMES H.RICH III 0��. (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 100 f ul Southold, NY Telephone: 631 765-1938 www.southoldtow-rmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 21, 2015 Mr. Ryan G. Bailey Backhaul Acquisition Services I' 3B Prospect Place Madison, NJ 07940 Re: Proposed Wireless Up-grades: New Cingular Wireless at Baxter Located at 415 Elijahs Lane, Mattituck SCTM#1000-108-4-11.3 Dear Mr. Bailey: The Planning Department is in receipt of an application to up-grade an existing New Cingular Wireless/AT&T facility and related equipment at the existing site referenced above. Pursuant to §280-130A of the Southold Town Code, the Planning Department is required to provide a brief report to the Building Department concerning the proposed wireless communications up-grades to determine whether they meet the guidelines for wireless facilities. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of$4,000.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of$4,000.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's Fee will be returned to you. Our consultant is CityScape Consultants, Inc. They may contact you directly regarding this application. If you have any questions regarding this application or its process, please do not hesitate to call this office. Thank you in advance for your prompt payment. Very truly yours, Brian A. Cummings Planner 1 MAILING ADDRESS: PLANNING DCENSEJ J.VVI BOARD MEMOo BERS �o� S�UTjy®l® Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY ® �O� 54375 State Route 25 JAMES H.RICH III Ol'j (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ro(f�,� Southold, NY Telephone: 631765-1938 www.southoldtowxmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 21, 2015 Mr. Richard L. Edwards d/b/a CityScape Consultants, Inc. 7050 Palmetto Park Road Boca Raton, FL 33433 i Re: Wireless Up-grades: New Cingular Wireless at Baxter Located at 415 Elijahs Lane, Mattituck SCTM#1000-108-4-11.3 Dear Mr. Edwards: The Planning Department is in receipt of an application to modify and/or up-grade equipment at an existing wireless facility. Pursuant to §280-74(A)(4) of the Southold Town Code, the Planning Department is seeking to provide a brief report to the Building Department concerning the proposed wireless communications up-grades and whether or not this application warrants full Site Plan review. Please provide an estimate for the cost of your consulting services to determine whether the ' application meets the General Requirements in the Southold Town Code for maximum permissible exposure. Should the Planning Board approve your estimate, a purchase order will be provided authorizing this application's review to begin. Please, do not start any review until you are authorized to do so in writing. If you have any question or comments, please contact me. Best regards, Brian Cummings Planner 1 Kalin, Carol From: Kalin, Carol Sent: Tuesday,July 21, 2015 2:38 PM To: rick@cityscapegov.com; kay@cityscapegov.com Cc: Cummings, Brian A.;Terry, Mark; Cremers,William; Lanza, Heather; Rafferty, Pierce; Rafferty, Pierce; Rich,James; Sidor, Martin;Wilcenski, Donald Subject: CityScape Request for Estimates: New Cingular at Junge & Baxter Attachments: CityScape Request for Estimates.pdf Rick& Kay: Please see the attached letters. I am forwarding the application material regarding these wireless modifications submitted by the applicant to you in a separate e-mail. Your message is ready to be sent with the following file or link attachments: CityScape Request for Estimates.pdf Note:To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. i I Kalin, Carol From: Kalin, Carol Sent: Tuesday,July 21, 2015 2:40 PM To: rick@cityscapegov.com; kay@cityscapegov.com Cc: Cummings, Brian A.;Terry, Mark; Cremers,William; Lanza, Heather; Rafferty, Pierce; Rafferty, Pierce; Rich,James; Sidor, Martin;Wilcenski, Donald Subject: FW: New Cingular Wireless at Baxter, SCTM#1000-108-4-11.3 and Junge, SCTM# 1000-96-1-19.1 Attachments: FAX_20150625_1435193721_40[1].pdf, NYNYNY0228 - Survey.pdf, NYNYNY0228 - CD.pdf, NYNYNY0228 BP submission cover letter.doc; NYNYNY0228 Cert of Occupancy App_Southold.pdf, NYNYNY0228 Section 6409 Template Collocation Letter March 28 2013-2.docx; NYCENY1027 BP app.pdf, NYCENY1027 BP submission cover letter.doc; NYCENY1027 Cert of Occupancy App_Southold.pdf, NYCENY1027 Section 6409 Template Collocation Letter March 28 2013-2.docx;southold.pdf; NYD074559 DB120.1 Bechtel Infrastructure Town of Southold 2015.pdf, C-105.2 Town of Southold.pdf, NYCENY1027 cd.pdf, NYCENY1027 - Survey.pdf Please let Brian or myself know if you need anything else. From: Ryan Bailey [mailto:ryanCa�backhaulacquisition.com] Sent: Tuesday, July 21, 2015 1:11 PM To: Cummings, Brian A. Cc: Kalin, Carol Subject: Re: New Cingular Wireless at Baxter, SCTM#1000-108-4-11.3 and Junge, SCTM#1000-96-1-19.1 Attached please find soft copies of the plans,structural, insurance forms, application and 5409 cover letter that Carol Kalin asked me to forward you with respect to AT&T's proposed work at 2 sites in Southold. Please let me know if you need anything else. Thank you, Ryan Bailey Backhaul Acquisition Services 3B Prospect PI Madison, NJ 07940 856-625-1596 973-215-2940 Fax Ryan@backhaulacquisition.com From: "Kalin, Carol" <Carol.Kahn@town.southold.ny.us> Date: Monday,July 20, 2015 at 2:58 PM To: Ryan Bailey<ryan@backhaulacquisition.com> Cc: "Cummings, Brian A."<brian.cummings@town.southold.nV.us> Subject: New Cingular Wireless at Baxter,SCTM#1000-108-4-11.3 and Junge, SCTM#1000-96-1-19.1 As agent for the New Cingular Wireless at Baxter and Junge wireless up-grades applications submitted to the Building Department on June 30, 2015,you are requested to e-mail Brian Cummings, Planner (Brian.Cummings@town.southold.nv.us), the site plans and other application materials.The information will then be forwarded to our consultant, Rick Edwards at Cityscape Consultants. Thank you in advance. 1 1 46 Kalin, Carol From: Kalin, Carol Sent: Monday,July 20, 2015 2:58 PM To: 'Ryan@backhaulacquisition.com' Cc: Cummings, Brian A. Subject: New Cingular Wireless at Baxter, SCTM#1000-108-4-11.3 and Junge, SCTM# 1000-96-1-19.1 As agent for the New Cingular Wireless at Baxter and Junge wireless up-grades applications submitted to the Building Department on June 30, 2015,you are requested to e-mail Brian Cummings, Planner (Brian.Cummings@town.southold.nv.us),the site plans and other application materials.The information will then be forwarded to our consultant, Rick Edwards at Cityscape Consultants.Thank you in advance. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax 1 i .a o PROJECT DESCRIPTION c: MODIFICATION TO EXISTING TELECOM FACILITY COMPRISING OF EQUIPMENT, ANTENNA AND ASSOCIATED CABLES. +� "CPA 4t PROJECT INFORMATION SITE ADDRESS: 415 ELIJAH'S LANE o = MATTITUCK, NY 11952 N U M, B ' H, Y Hm Y' "YO 2 2 8 a= PROPERTY OWNER: GOBIL M 32495 MAIN RD, CUTCHOGUE, NY 11935 m APPLICANT ADDRESS: NEW CINGULAR WIRELESS PCS, LLC ("AT&T") o 0 N E AT&T WAY BEDMINSTER, NJ 07921 VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS c U ° 6 JURISDICTION: TOWN OF SOUTHOLD FROM BEDMINSTER, NJ: PROPERTY TAX ID: SECTION 108 BLOCK 4, LOT 11 .3 HEAD SOUTH, SLIGHT RIGHT ONTO AT&T WAY, MERGE ONTO US-202 S/US-206 S, TURN LEFT ONTO SCHLEY Cl MOUNTAIN RD, TAKE THE INTERSTATE 287 N SLIP ROAD, MERGE ONTO I-287 N, TAKE EXIT 41A FOR SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL _ ZONING DISTRICT: LIMITED BUSINESS CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. o '� LATITUDE: N 40' S9' 57.79" (NAD 83) INTERSTATE 80 E/SMITH ROAD TOWARDS U.S. 46/NEW YORK CITY, KEEP LEFT, FOLLOW SIGNS FOR I-80 THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF E/NEW YORK CITY, KEEP LEFT TO CONTINUE TOWARDS 1-80 E, KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR CONTRACT AWARD SHALL GOVERN THE DESIGN. c LONGITUDE: W 72' 30' 40.17" (NAD 83) 1-80 E/PATERSON/NEW YORK AND MERGE ONTO 1-80 E, KEEP LEFT AT THE FORK TO CONTINUE ON 1-80 ° o ELEVATION: 70't ASML (NAND 88) EXPRESS E, CONTINUE ONTO 1-95 EXPRESS N, CONTINUE ONTO 1-95 N, PARTIAL TOLL ROAD, ENTERING NEW c Z YORK, KEEP LEFT TO STAY ON 1-95 N, KEEP RIGHT AT THE FORK TO CONTINUE ON CROSS BRONX EXPY, BUILDING CODE: BUILDING CODE OF NEW YORK STATE - 2010 CURRENT USE: TELECOMMUNICATIONS FACILITY FOLLOW SIGNS FOR INTERSTATE 295 S/THROGS NECK BR, CONTINUE ONTO 1-295 S, PARTIAL TOLL ROAD, PROPOSED USE: TELECOMMUNICATIONS FACILITY TAKE EXIT 8 FOR CROSS IS PKWY S, MERGE ONTO CROSS ISLAND PKWY, TAKE EXIT 30E TO MERGE ONTO ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70-NATIONAL ELECTRICAL CODE v ° 1-495 E/LONG ISLAND EXPY TOWARDS EASTERN LONG ISLAND, TAKE EXIT 71 FOR NY-24 TOWARDS HAMPTON (NEC) - 2008 a� a a BAYS/CALVERTON, TURN RIGHT ONTO NY-24 S/EDWARDS AVE S CONTINUE TO FOLLOW NY-24 S, KEEP RIGHT ° ° DRAWING INDEX REV ONTOCROSS RIVER DR, TURN RIGHT ONTOMAIN RD TO /NEW UNT DR, AT THE FFIC ILE, TAKE THE ONTO FLANDERS SNDE wILL BE ON THE RD, TURN LEFT FIRE/LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE - 2010 -«� /NEW YORK STATE ROUT ° -� LEFT LIGHTNING PROTECTION CODE: NFPA 780-2008 LIGHTNING PROTECTION CODE NYNYNY0228 -T01 TITLE SHEET 1 SUBCONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING NYNYNY0228 -SP1 SITE PLAN 1" STANDARDS. co v- =v NYNYNY0228 -A01 COMPOUND PLAN, ANTENNA PLAN & GENERAL NOTES 1 &IAMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL E NYNYNY0228 -A02 EQUIPMENT PLAN & NOTESCo 1 �P� CONCRETE. o NYNYNY0228 -A03 MONOPOLE ELEVATION & DETAILS 1 � ��y AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, N NYNYNY0228 -A04 REMOTE RADIO HEAD (RRH) MOUNTING & 1 tis a N THIRTEENTH EDITION. ° IF EXISTING RACK DETAILS, � 9�'pi C� ���o � ANSI TIA TELECOMMUNICATIONS INDUST - � 1 SYSTEM 1 O � ��G �'A FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES6), STRUCTURAL STANDARDS 0 NYNYNY0228 -EO S M DIAGRAM �o .� Q) NYNYNY0228 -E02 RRH WIRING DIAGRAM TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR o ° NYNYNY0228 -E103 ELECTRICAL, TVSS NOTES, ABBREV. & SYMBOLS 1 �`0Q'�� ���� ��,p �� TELECOMMUNICATIONS. - GROUNDING NOTES & DETAILS 1 ``� ° 2 NYNYNY0228 E04 INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 , GUIDE FOR MEASURING o EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND v SITE SYSTEM 0° E IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC ° o EQUIPMENT vC r D 0) on IEEE C2, NATIONAL ELECTRIC SAFETY CODE - LATEST VERSION (D .s �O c CL (D �- �' TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS ° cn a � � D C o n ANSI T1 .31 1 , FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION p v c- FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING E 'L O� MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE c o ��� REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT 4,Q AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. c a� c — p U p co •� PROJECT CONTACTS .� � co C Q a) p - L_ co DETAIL > s NAME COMPANY CONTACT NUMBER rjo01 O -0 SCALE: N.T.S. T01 �I a CONSTRUCTION TYLER CATTELINO BECHTEL (201 ) 571 -0740 +' = ' ENGINEER ANTHONY LINZO BECHTEL (201 ) 571 -0639 STRUCTURAL STATEMENT U J RF ENGINEER AZAD KARIIM BECHTEL (201 ) 571 -0651 ° c �• EXISTING TOWER H)S BEEN ANALYZED TO SUPPORT EXISTING AND PROPOSED AT&T ANTENNAS, L_ r o NO MODIFICATION T) THE TOWER AND ITS FOUNDATION ARE REQUIRED. REFER TO STRUCTURAL v o ANALYSIS REPORT FREPARED BY JACOBS CONSULTANTS, INC. DATED 03/20/15 Z Q OF NEW Y •° -v BECHTEL ASSOCIATES SITE NAME: MATTITUCK �,�P�o� o MOG�O,�� at&t m c 1 06/09/15 L2C—ISSUED FOR CONSTRUCTION NG SB IM •- ° PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY022807h �. s o 0 11/17/14 L2C—ISSUED FOR CONSTRUCTION SB GS AN '_ =' { r TITLE SHEET a�Ei o A UNIT OF BECHTEL CORPORATION F � c w 415 ELIJAH S LANE _ w NO. DATE c °- MATTITUCK, NY 11952 REVISIONS BY HK PP ., _s ,,, z ° O i 5275 WESTVIEW DRIVE 9a8o7n JOB NUMBER DRAWING NUMBER REV SCALE: AS NOTED DESIGNED BY: SB DRAWN BY: !9 p a.° a FREDERICK, MD 21703-8386 USA R°F�sstoNP� - ° •L p BECHTEL DRG. NO.: 25736-415-CO-0000-01083 25736-415-LS L2C NYNYNY0228-T01 1 U 3: 01 -L /,1 1 1 L, t- 0 0 0 0 4/ NOW OR FORMERLY COUNTY OF SUFFOLK n CHUNG A CHOI CORNELIUS JMASTON z M =3 0 N 70-3 0 0*50pp E 2.2'N 4.2'N FRAME cl) _T GARAGE z 0 (A 0 0 z! BLUESTONE CURB < < ca �z >- EXISTING METER----------- m BACKBOARD (BY OTHERS) LLJ m 3 — WOODEDEXISTING VERIZONAREA-----� uj ZO 0 0 < Q) aEQUIPMENT AREA 05 0 0 LAJ v vi 0) b) SPRINT � L (I 0 _ c °' EQUIPMENT AREA 0- -000 LJ EXISTING (1) HIGH 0 0 04 STORY FRAME E L_ EXISTING T—MOBILE 0 0246.58- - ' REAR YARD SETBACK EQUIPMENT PAD m cv r zLINE) —-------- (PROPOSED�OSED ANTENNAS ON TOWER TO PROPERTY c c_ c: Z (A (A Q (0 (3 _u 224.43' FRONT YARD SETBACK Uj 0) ------ -----(P—F�0—PO—S�b----ANTEN!4-A—S----O-14- TOWER-_TOPROO TY I > E 0 PER LINE� -0 a) EXISTING MONOPOLE EXISTING CSC cy, 0 a) L_ L_ g CABINET--- m 0 Q Cn < 0 X 0 0 G) 0 X m 0 4-j EXISTING CHAIN m U) m 0 Tl LINK FENCE > RO cn > 0 < 0 > 6 m CC) cn z m C > _u m m m > E (n _-_ S -7;7'06'00, EXISTING NEXTEL 0 w SHELTER -0 cn EXISTING ELECTRIC SERVICE ROUTED- EXISTING GATE GATE OVERHEAD FROM EXISTING POLE 0 _r_ EXISTING ZONING INFORMATION NYT-3 TO EXISTING PRIVATE POLE UTILITY POLE 0 "LB" LIMITED BUSINESS No wEXISTING AT&T --- EXISTING ELECTRIC SER OR F-OR PROPOSED FORMER EQUIPMENT EQUIPMENT ROUTED UNDERGROUNDVICE o ITEM: REQUIRED EXISTING EQUIPMENT jo SHELTER FROM POLE TO COMPOUND SEPH NEV/LLE 0 MIN. LOT AREA 80,000 S.F 80,494.15 S.F NO CHANGE 0 MIN. LOT WIDTH ED_G`C 175 FT. 197.50 FT. NO CHANGE EDGE OF' A SPH L T- M E p 0 0 MIN. LOT DEPTH 250 FT. 475.60 FT. lu NO CHANGE 0)(WA c: LOCA ON MIN. FRONT YARD SETBACK (ANTENNA) 100 FT. 235.43 FT. 74.6 FT. G) - -- -----EXISTING 0 w K (EQUIPMENT) 100 FT. 224.43 FT. UTILITY POLE MIN. FRONT YARD SETBACK 74.6 FT. 0 0 Ly ONE 2 0' FT. 5.0 FT. 71 .33 FT. :p 0 MIN. SIDE YARD SETBACK (ANTENNA) TOTAL 45' FT. 54.9 FT. 162.24 FT. ONE 20' FT. 5.0 Fr. 41 .33 FT. E •cc": M�'E MIN. SIDE YARD SETBACK (EQUIPMENT) 0 EXISTING 4-- TOTAL 150.73 FT. c: 45' FT. 5 4.9 FF. cn 1 STORY CONCRETE /cL a MIN. REAR YARD SETBACK (ANTENNA) 75' FT. 293.91 FT. 90.91 FT. 10 BLOCK MIN. REAR YARD SETBACK (EQUIPMENT) 75' FT. 293.91 FT. 229.0 FF. C 0 -0 0 0 -6 MIN. LANDSCAPE AREA 25% 53.0% 53.4% MAX LOT COVERAGE CO 20% 15.7% 15.9% C !;� a) m 0 - L_ --- 0 co MAX BUILDING HEIGHT/STORIES 35 FF. /21 /2 108 Fr 118 FF—TOWER EXTENSION > (EXISTING TOWER) 118.5 Fr—TOWER ANTENNA 0 NOTE: SITE PLAN BASED ON THE C:) -0 C'4 ADDITIONAL REQUIREMENTS FOR COMMUNICATIONS TOWER PER TOWNSHIP CODE ARTICLE XVII, SECTIONS 280-67-280-81 METROPCS DWG NO. NYNYNY0228 ARE AS FOLLOWS: M—PCS—NY7313 BY MTM AND • 0_011 BECHTEL SITE VISIT 7/27/2012. 0 MAX. HEIGHT 80 FT 108 FF N 126 Z CJ FULL SCALE 1 to=20'—O't 0 MAX. EQUIPMENT ARIEA 500 SQ. FF N/A 160 SQ. FT. SITE PLAN NOTE TO THE BEST OF OUR KNOWLEDGE, THE 20 10 0 20 40 FT Ca -a rl"*� 0 _c 0 PROPDSED EQUIPMENT MODIFICATIONS BY AT&T KEY: 0 EXISTING NON—CONFORMITY SCALE: 1 "-20'= 1 "—O" 1\�pl WILL HAVE LITTLE IMPACT ON THE EXISTING 0 " N/A NON APPLICABLE HALF SCALE 1 =40'—Ot' 0 0 1`- NOISE LEVELS AT THE EXISTING FACILITY. z (D of NE X, SITE NAME: MATTITUCK U. 114 BECHTEL ASSOCIATES (0 C 1 1 06/09/15 L2C—ISSUED FOR CONSTRUCTION NG S aw m PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 B IM T 0 111/17/14 L2C—ISSUED FOR CONSTRUCTION SB I GS AN A UNIT OF BECHTEL CORPORATION 415 ELIJAH'S LANE c: cc L.2 E C cQ) -6-0 NO.1 DATE Lu SITE PLAN _c a MATTITUCK, NY 11952 REVISIONS BY I CH hpp,D 5275 WESTVIEW DRIVE I J :FD:MWN 0 SCALE: AS NOTED DESIGNED BY: S13 Clot? JOB NUMBER DRAWING NUMBER REV a- FREDERICK, MD 21703-8386 USA BY: 313 918 •Q_±� L_ - I - A) 0 0 BECHTEL PCs 0 L2C—NYNYNY0228—SP1 0 BECHTEL DRG. NO.: 25736-415—CO-0000-01098 [25736-415—LS Al l - GENERAL NOTES ,o �, o - 88 a --3 � o- I -°� 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL ° EXISTING T-MOBILE APPLY: m EQUIPMENT PAD CONTRACTOR - BECHTEL 0 o EXISTING MONOPOLE --- SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) o ? EXISTING OWNER - NEW CINGULAR WIRELESS PCS, LLC ("AT&T") v NEXTEL EXISTING FIBER & POWER - --� OEM - ORIGINAL EQUIPMENT MANUFACTURER SHELTER CABLE IN 2 1/2" INNERDUCT o �C ALONG EXISTING ROUTE ; EXISTING SPRINT 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL °J EXISTING CABLE BRIDGE-- r! EQUIPMENT AREA SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY m EXISTING GPS UNIT TO FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. m = REMAIN 0 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL o .0 APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND U ---EXISTING LTE GPS LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. UNIT TO REMAIN 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY -00 EXISTING AT&T COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE o N EQUIPMENT SHELTER REGULATIONS. E EXISTING -- rVERIZON 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, N EQUIPMENT APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. ° o AREA 'c Z 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. U E _° o 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE � Q SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ° EXISTING CSC CONTRACTOR. o CABINET c 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, — EXISTING METER RACKS GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. co w 0 - EXISTING ADJACENT SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS U) a BUILDING NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. =v c ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. ° 11 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, �� FULL SCALE 1/8"=1 '-0" LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT 0 -0 0 EXISTING GATE COMPOUND PLAN 1 $ o B 16 FT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. ° / \ 1 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH SCALE: 1 /8"=1 '-0" A01 HALF SCALE 1 16"=1 '-0" ° A03 / AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS c INSTALL 1 1900 MHz RRH'S ON PROPOSED PIPE REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. •o N RELOCATE EXISTING (1) 700 MHz RRH ON PROPOSED PIPE, ( ) REMOVE ALL EXISTING RRH UNISTRUT FRAME (SECTOR A) o (BELOW) (SECTOR A) (SEE DETAIL 1/A04) 11 . SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. � - — EXISTING RAYCAP DC6 DOME TO REMAIN 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE _c oOff- INSTITUTE (ACI) 301 . m ° SWAP EXISTING 1 LTE ANDREW ANTENNA WITH - ---- ---- -- w� �o EXISTING (2) AT&T ANTENNAS E ( ) TO REMAIN (SECTOR A) 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT s- (1) PROPOSED LTE ANDREW AT&T (SBNHH-1 D65A) 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN c HEXPORT ANTENNA ON EXISTING PIPE MAST• -EXISTING DISH TO REMAIN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 0Ll (SECTOR A) (SEE DETAIL 2&3/AO3) °LD ° 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. co 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25736-000-3PS-AOOZ-00001 , a RELOCATED EXISTING 700 MHz RRH'S TO BE MOUNTED ON o PROPOSED PIPE (ABOVE) (SEE DETAIL 1/A04) (SECTOR A) I .,;. -- =..:\ \ \\ \ \_F GENERAL CONSTRUCTION SERVICES. r. (RELOCATE EXISTING (1) 700 MHz RRH ON PROPOSED PIPE 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO - E •°' EXISTING (3) AT&T ANTENNAS - -� (REMOVE ALL EXISTING RRH UNISTRUT FRAME (SECTOR B) COMMENCING ANY WORK. ALL ..;. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE a, TO REMAIN (SECTOR C) SECTOR$$C" `` " _ yam' DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY •� -� 2700 \\\\\ '� ----- SWAP EXISTING (1) LTE ANDREW ANTENNA WITH (1) PROPOSED DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. vcn - ' = LTE ANDREW AT&T (SBNHH-1 D65A) HEXPORT ANTENNA ON RELOCATED EXISTING 700 MHz RRH'S TO BE MOUNTED ON- \ \\l \_\,\\ EXISTING PIPE MAST (SECTOR B) (SEE DETAIL 2&3/A03) 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK PROPOSED PIPE (ABOVE) (SECTOR C) (SEE DETAIL 1/A04) \ H , :,..�, BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY BE 0 -0 V SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS INSTALL (1) 1900 MHz RRH'S ON PROPOSED PIPE (BELOW) j`. ".,>, _ coo (SECTOR C) (SEE DETAIL 1/A04) �i\\ \\ \ - \\: r INSTALL (1) 1900 MHz RRH'S ON PROPOSED PIPE AFTER MIDNIGHT. r_ L `- `,_" (BELOW) (SECTOR B) (SEE DETAIL 1/A04) a SWAP EXISTING (1) LTE ANDREW ANTENNA WITH (1) PROPOSED - �. - =- \ = ;\: : 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN 0 -- L LTE ANDREW AT&T (SBNHH-1 D65A) HEXPORT ANTENNA ON _== WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE co EXISTING PIPE MAST (SECTOR C) (SEE DETAIL 2&3/AO3) J J\= �n ---- - RELOCATED EXISTING 700 MHz RRH'S TO BE MOUNTED ON SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO ` " DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY o °' NOTE: Y �so�� + PROPOSED PIPE (ABOVE) (SECTOR B) (SEE DETAIL 1/A04) LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY r� I DANGEROUS EXPOSURE LEVELS. Q AND MAY NOT REELECT FINAL RF DESIGN. REFER r~`. ' TO LATEST RF DATA SHEET FOR FINAL LTE o RELOCATE EXISTING (1) 700 MHz ---- — EXISTING (2) AT&T ANTENNAS TO REMAIN N M J ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. RRH ON PROPOSED PIPE, (SECTOR B) FULL SCALE 3/8 ° � '_' NOTES: REMOVE ALL EXISTING RRH _, 2' 0 2 4 s Fr DETAIL +' ° - UNISTRUT FRAME (SECTOR C) 1006 ° n 1 . ANTENNA ORIENTATION/AZIMUTHS SHALL BE FIELD VERIFIED. ANTENNA PLANK"2 °-}' 2. EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. A01 SCALE: N.T.S. A01 0 o t 3. ALL NEW ANTENNAS TO BE PAINTED TO MATCH EXISTING ANTENNAS. SCALE. 3/8"=V-0" HALF SCALE 3/16 =1 -0 z � a� •o Q SITE NAME: MATTITUCK �Q.��c:0 0 A40�Q (I at8ct Incn BECHTEL ASSOCIATES 1 06/09/15 L2C—ISSUED FOR CONSTRUCTION NG SB IM g`'o e � �9 •- ° PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 o COMPOUND PLAN ANTENNA PLAN & E 0 11/17/14 L2C—ISSUED FOR CONSTRUCTION SB GS AN r- j o A UNIT OF BECHTEL CORPORATION 415 ELIJAH'S LANE No. DATE REVISIONS BY CHK �PP'5m a 7f- c w 'r,'!,`;l GENERAL NOTES MATTITUCK, NY 11952 v r 5275 WESTVIEW DRIVE V'a >% a ' FREDERICK, MD 21703-8386 USA SCALE: As NOTED DESIGNED BY: SB DRAWN BY: SB OAR X7807-� ���`' JOB NUMBER DRAWING NUMBER REV o •c o BECHTEL DRG. NO.: 25736-415-CO-0000-0'088 °F�sslo� 25736-415-LS L2C-NYNYNY0228-A01 1 _I_ " a AII_d U L_ CONSTRUCTION NOTES `Da NOTES. ° 1 . FIELD VERIFICATION: CD L_ SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION ° AND ANTENNAS TO BE REPLACED. 3 U O 3 v 2. COORDINATION OF WORK: SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 3. CABLE LADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND a� CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. U m °D EXISTING FIRE PANEL 0 ---EXISTING TELCO BOARD 1007 DETAIL EXISTING GEN PLUG EXISTING DC SUB A02 SCALE: N.T.S. v o EXISTING SURGE-1 EXISTING BATTERY ° o �1 ARRESTOR DISCONNECT STRUCTURAL STEEL NOTES E O O -�-- - - >4% N EXISTIN___6 tXISTING - Z BATTERY BATTERY 1 . ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE -� L EXISTING AC PANEL RACK RACK BUSINESS LINE SPECIFICATIONS. AT&T LOCAL MARKET REPRESENTATIVE SHALL PROVIDE DIRECTION IF PAINTING OR GALVANIZING OF STRUCTURAL STEEL IS :3 E EXISTING XFER SWITCH PREFERRED. o EXISTING HVAC L Q 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL - ° ----EXISTING NOKIA CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE o -- -REMOVE IBBU 850 24V BTS MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". c PAINTED SURFACES SHALL BE TOUCHED UP. v v a� v o EXISTING LTE GPS -� EXISTING NOKIA 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS U a UNIT TO REMAIN U) 1900 48V IBBU AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. E o _ 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A CO° O — — 307 BOLTS UNLESS NOTED OTHERWISE. o [-- INSTALL (1) 1900 bECM IN N L-EXISTING STING DOOR — / EXISTING ALU BBU IN EXISTING 5. POST INSTALLED ANCHORS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION o RACK (SEE DETAIL 2/A04) 3GS T18 00013 "SELECTION, DESIGN, INSTALLATION, INSPECTION AND TESTING OF ADHESIVE AND MECHANICAL EXPANSION ANCHORS FOR WIRELESS SITE FACILITIES". o ANCHORS SHALL BE HILTI OR APPROVED EQUAL, INSTALLED, INSPECTED AND TESTED rn AS SHOWN ON THE DESIGN DRAWINGS. NO REINFORCING STEEL SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL. ° L --w ° EXISTING HVAC EXISTING RACK 6. UNLESS NOTED OTHERWISE, BAR GRATING SHALL BE 1 1/2" x 3/16". GRATING U � EXISTING SHALL BE GALVANIZED THROUGHOUT AND BANDED ON ALL EDGES, WHERE EXPOSED. ° MCPA RACK. GRATING FASTENERS SHALL BE SADDLE CLIP SYSTEM AS MANUFACTURED BY HILTI OR mENGINEERING APPROVED EQUAL. FASTENER SPACING SHALL COMPLY WITH EEXISTING LUCENT MANUFACTURERS RECOMMENDATIONS, BUT SHALL NOT BE LESS THAN FOUR ° ° MACRO FASTENERS PER PANEL. S v L - EXISTING POWER 01 DETAIL a a, EXISTING COAX CABLE L_ D ENTRY PORT PLANT ��O2 SCALE: N.T.S. o -EXISTING ARGUS C3 CORDEX POWER PLANT j '� --------- -- 21 -8 -- --- ► 0 0 4- c � v v v c � C o -0 U O -° 0 O C � C Qco O o L U cn . ai � t O -0 � N ° � N Q t O J -' FULL SCALE 3/8 0 ;tNOTE: EQUIPMENT ROOM PLAN 1 2' 0 2 4 s Fr ° (n :n TOTAL REQUIRED RECTIFIERS UNDER a 20 THIS 2C SCOPE IS (5). TOTAL REQUIRED SCALE: 3/8"=1 '—0" A02 o CONVERTERS UNDER THIS 2C SCOPE IS (3). 1 HALF SCALE 3/16"=1 '-0" z �a� SITE NAME: MATTITUCIC ,�Q�`G°OF, �'0 1t&t BECHTEL ASSOCIATES �o °° a PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 1 06/09/,5 L2C-ISSUED FOR CONSTRUCTION NG se IM * O L_ c 0 11/17/14 L2C-ISSUED FOR CONSTRUCTION SB GS AN �- J ,. w aD o A UNIT OF BECHTEL CORPORATION 415 ELIJAH S LANE - ( _, EQUIPMENT PLAN & NOTES a+, N0. DATE REVISIONS BY CHK PP m �-� Lu v 5275 WESTVIEW DRIVE MATTITUCK, NY 1 1952 2 ::.• ; - _ � O 'f SCALE: AS NOTED DESIGNED BY: SB DRAWN BY: SB y �-' 3 ,'`'. s JOB NUMBER DRAWING NUMBER REV o L_ o FREDERICK, MD 21703-8386 USA BECHTEL DRG. NO.: 25736-415-CO-0000-01088 AR°F�ss�oNP25736-415-LS L2C-NYNYNY0228- A02 1 U 3 U i O 0 0- TOP OF EXISTING LIGHTNING ROD MECHANICAL --------- ±126'-O" A.G.L. -0 DOWN-TILT ASSY. c: TOP OF MONOPOLE---- M D ±118'-0" A.G.L. =3 0 0 ANTENNA METROPCS ANTENNAS RAD. CENTER MOUNTING HARDWARE " (FIT AS REQUIREDS ±116 -3 A.G.L. ) RAD. CENTER OF EXISTING SPRINT ANTENNA --------- --------- D - ±110'-0" A.G.L. SWAP EXISTING (1) LTE ANDREW ANTENNA WITH (1) -lD65A) PROPOSED LTE ANDREW AT&T (SBNHH M EXISTING RAYCAP DC6 DOME TO REMAIN-------- HEXPORT ANTENNA ON EXISTING PIPE MAST Ian n C (TYP. ALL SECTORS) (SEE DETAIL 2&3 A03 ANTENNA EXISTING DISH TO REMAIN (SECTOR A) 0 -EXISTING (2) AT&T ANTENNAS TO REMAIN (TYP. ALL SECTORS) c: -,----- ----- ----------RELOCATED EXISTING 700 MHz RRH'S TO BE c 0 a 0; MOUNTED ON PROPOSED PIPE (TYP. ALL SECTORS) >%w q ANTENNA MOUNTING PIPE---- RAD. CENTER OF EXISTING & PROPOSED AT&T ANTENNAS- (SEE DETAIL 1/A04) C; Cq 98'-0"± AGL (TYP FOR ALL SECTORS) E 0 RELOCATE EXISTING (1) 700 MHz RRH ON 0 PROPOSED PIPE, REMOVE ALL EXISTING RRH c UNISTRUT FRAME (TYP. ALL SECTORS) Z INSTALL (1) 1900 MHz RRH'S ON PROPOSED - /jRAD. CENTER OF EXISTING NEXTEL ANTENNAS PIPE (TYP. ALL SECTORS) (SEE DETAIL 1/A04) E :3 -0 a) I / o I/ ///I, // -0 ±88'-O" A.G.L. a) L_ L_ JUMPER (S) TO Q) < REMOTE RADIO h, RAD. ENTER-OF-EXISTING VERIZON ANTEN HEADS (RRHs) CENTER 0 0 ±78,_0 , A.G.L. c u Q) :3 U) co 01- 6 =3 K2 ANTENNA MOUNTING DETAIL SCALE: N.T.S. E Q ±LRAD. __CENTER R OF F EXISTING- T-MOBILE -ANTENNAS co '**V±65'-O" A.G.L. :3 0 T a) -0 -0 cn o F' it 4-P 4-J 1185 41 0 .- c 0 0 0 c j__ 0 0 p 0 :a Ill E ---------- EXISTING MONOPOLE 0 0 u') 0 0 Lo to FRONT Lo •0 co EXISTING LTE UNIT TO REMAIN L_ CL c 0 EXISTING GPS 0 UNIT TO REMAIN a _c E •Do) EXISTING T-MOBILE 0 - EXISTING AT&T EQUIPMENT _c EQUIPMENT SHELTER EXISTING CHAIN 0 ------EXISTING VERIZON c LINK FENCE Q) SHELTER EXISTING ICE— FRONT ELEVATION SIDE VIEW EXISTING NEXTEL BRIDGE c = -0 EXISTING SPRINT 0SHELTER EQUIPMENT 0 0 MECHANICAL CHARACTERISTICS 7- -w U) L 11 FE-1 -7- EIT T_ T_ _T I -_I L' L T_T' T- I c L L 0 T T_ WEIGHT: 40.92LBS (1 8.56KG) i _T_ _TT T-1 > _c L L I _T LT I _T__ L L _L I ui WIND LOAD (@150MPH): 100LBF (445.ON) I T- _7 T_ I I. I I J__ L T F I o MAX. WIND SPEED: 150M ....... PH (241 .4KM/HR) L _ L 0 C-4 _j NOTE: ANTENNA CONFIGURATION -T Lp I --u_F'l 11 I EXISTING GRADE AND AZIMUTHS TO BE FIELD VERIFIED. • __dr-�O AGL 0 LTE ANDREW ANTENNA BNHH-1 D65A S FULL SCALE 1/8"=1 '-0" C • r3 a 0 8 16 FT a 4 0 c >s 1p -t MONOPOLE ELEVATION -j = kZ23) SCALE: N.T.S. I m 0 - L_ (n _8 to �O3 pp=i-r- 0 SCALE: 1 /8 =1 '-O HALF SCALE 1/16 QL._ :2 L_ 0 b o Z Q OV- NEvV 0 AM4 0 1 SITE NAME: (3) at&t MATTITUCK u .2 -0 BECHTEL ASSOCIATES 1 06/09/15 L2C—ISSUED FOR CONSTRUCTION NG S8 IM Q) m cn SITE NUMBER: NYNYNY0228 0 U_ • 0 11/17/14 L2C—ISSUED FOR CONSTRUCTION SB GS AN Co: c w O E ui MONOPOLE ELEVATION & DETAILS 0 .- PROFESSIONAL CORPORATION 415 ELIJAH'S LANE DATE BY CHK PP'c: A UNIT OF BECHTEL CORPORATION NO. REVISIONS CL.2 ........A- w MATTITUCK, NY 11952 _TDRAWN BY: SB 801, _c 0 5275 WESTVIEW DRIVE PZ JOB NUMBER DRAWING NUMBER REV .m c: $_ SCALE- AS NOTED [DESIGNED BY: SB 10 r_ a) 0 OpEsslo Q_ FREDERICK, MD 21703-8386 USA 25736-415-LS L2C-NYNYNY0228- A03 1 L_ BECHTEL DRG. NO.: 25736-415-CO-0000-01088 0 0 o o 3� 1 L o °- o RACK (FRONT) o PROPOSED 3" DIAM--- WIDTH BREAKER SHELF STD PIPE WIDTH _- ° 171 rl 171 n -48VDC CONVERTERS o L •� � � o RAYCAP DC6 � c o 0 1- o t o = o ZU' EXISTING RACK. 2 0 c 3 0 0 0 0 a -n I v FIBER MANAGEMENT >,(D RELOCATED EXISTING - TRAY � o o (1) 700 MHz RRH 700 / 700 AT / 700 829 1900 4R / WCS v NMOUNTED ON PROPOSED PIPE 850 / 1900 o M FOR MOUNTING o (SEE DETAIL 1107/AO4) 71.1 >CV ° SIZE AND WEIGHT' TABLE •� Z -- --INSTALL (1 ) 1900 BECM IN HEIGHT W/O CABLE WEIGHT EXISTING ALU BBU =3 RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET o L_' RRH 700 MHz a Q 2X40 (80W) 12.2" 10.8" 20.9" 50.7 LBS. 0 `o +' RRH 700 MHz (1317) j 2X40 (80W) (RETUNED) 12.2" 6.1 " 25.2" 52.5 LBS. WITH SOLAR SHIELD ° RRH 700 MHz 1329 U � 2X40 (80W) 12.2" 6.6" 25.2" 55 LBS. 4) EXISTING PLATFORM ANGLE. WITH SOLAR SHIELD E FIND OUT SIZE OF ANGLE � BEFORE ORDERING THE 2 \\ RRH 850 MHz 11 .5" 9.0" 18.9" 50 LBS. Q -0 VALMONT ANGLE BRACKETS 2X60 .n 0 \ RRH 1900 MHz .2" 7.2" 20.1 " 43 LBS. o IF 2X60 (120W) � o •- -v INSTALL (1) RRH2x60-1900A-4R RRH 1900 4R MHz 11 .2" 7.6" 20.1 " 46.2 LBS. '`� PROPOSED MOUNTING BRACKET---_/ MOUNTED ON PROPOSED PIPE 2X60 EXISTING RACK 2 (VALMONT PART #81869) FOR MOUNTING SCALE: N.T.S. A04 (SEE DETAIL 1107/A04) RRH (WCS 830) 11 .8" 7.9" 29.5" 70 LBS. 4X25 s o - - -- -- INSTALL (1) PROPOSED WCS mo / qw NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. RRH ON PROPOSED PIPE E ALL CONNECTIONS SHALL BE ACCORDING TO ALU INSTALLATION MANUAL. ° o CUT EXISTING GRATING c IF (NEEDED TO INSTALL � ALCATEL-LUCENT SUPPLIED POLE �• PROPOSED BRACKET � � MOUNTING BRACKET (SEE NOTE 2) v a� ' NOTES: Q a = (2) PROPOSED BACK TO BACK---/ MINIMUM CLEARANCE TABLE ® 1 . ALCATEL-LUCENT (ALU) VIA AT&T o ANGLE BRACKET (VALMOUNT PART CLEARANCES (INCHES) ® ° SUPPLIES RRH, RRH ° # 81899 OR 81859 DEPENDING RRH CABINET COMMENTS POLE-MOUNTING BRACKET. 700/70OB17/70OB29 850/1900/19004R 2300 WCS c SUBCONTRACTOR SHALL SUPPLY _9__ ON THE PLATFORM ANGLE SIZE FRONT 36" 39.4" 39.4" INSTALLATION ACCESS POLE/PIPE AND INSTALL ALL ° o MOUNTING HARDWARE •c REAR 2" 2.8" 2" 0" REAR CLEARANCE IF SUPPLIED INCLUDING ALU RRH POLE-MOUNTING o v MOUNTING BRACKETS IS USED BRACKET. ALU INSTALLS RRH AND c MAKES RIGHT 4" 3.9" 3.9" AIR FLOW o CABLE TERMINATIONS. 0 -0 LEFT 4" 3.9" 3.9" AIR FLOW U m 15R ALOCATELLE IAMUCENT CANETERS MSUPPLO En w TOP 112" 11 .8" 11 .8" AIR FLOW • •� A PAIR OF POLE MOUNTING METAL c a a BOTTOM 112" 12" 12" CONDUIT ROUTING BANDS WITH BOLTING WELDMENT. o U wcn3. NO PAINTING OF THE RRH OR a� > SOLAR SHIELD IS ALLOWED ISOMETRIC VIEW TO MAX. 6 O.D. PIPE, a -MIN. 2" O.D. " o �' ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) 1 104-NYC-L2C GALVANIZED (SEE NOTE 2) N vn J o SCALE: N.T.S. A04 ALCATEL-LUCENT REMOTE RADIO 0 0 _ RRH MOUNTING DETAIL (TYP. ALL SECTORS) 10 aLi SCALE: N.T.S A04 HEAD f RRH POLE MOUNT 110 o SCALE: N.T.S A04 U Z N : NC (3at&t 0 -0 BECHTEL ASSOCIATES SITE NAME: MATTITUCK �P�o0 o. MoG0,p °° (1)•E PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 06/09/15 L2C-ISSUED FOR CONSTRUCTION NG s6 IM �� �ttr © E c O 11/17/14 L2C-ISSUED FOR CONSTRUCTION SB GS AN {� 0 � REMOTE RADIO HEAD (RRH) MOUNTING +, a� o A UNIT OF BECHTEL CORPORATION 415 ELIJAH S LANE - ,, y .t ,I w s ' MATTITUCK NY 1 1952 NO. DATE REVISIONS BY CHK PP m ` !�`v`t..11 � w & EXISTING RACK DETAILS p 5275 WESTVIEW DRIVE ' SCALE: AS NOTED DESIGNED BY: SB DRAWN BY: SB 2N(�`- �� _ - JOB NUMBER DRAWING NUMBER REV .a a FREDERICK, MD 21703-8386 USA aA 0 3 0 BECHTEL DRG. NO.: 25736-415-CO-0000-01088 9OpEsslo25736-415-LS L2C-NYNYNYO228- A04 1 L_ O •L � Q O r a � v U °D TOWARD ANTENNAS SEE RF DATA SHEET O U NOTES��/���� • O i r 1 . FURNISHED BY OEM/AT&T. 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. -C I RRH-A1 RRH-A2, I AISG CABLE FOR----_1 3. FURNISHED BY BECHTEL. a 1 700 BAND 1900 OR I RET CONTROL 4. INSTALLED BY BECHTEL. _r_ I NOTES: AWS BAND i NOTES: 3, 4, 21 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. -°' a 1 1 2 5 NOTES: (TYP FOR 3) - - 6 OPEN END OF LFMC TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. sm I � 1 , 2, 5 I . m a RRH_A2 - 7. ARGUS 053-997-20-0000 DUAL FEED DC-DC CONVERTER WITH I COAX JUMPERS RRH-Al RRH-131 RRH-B2 � 012-526-20-040 2KW MODULES. � 3 I ' � I 1900 OR 1900 OR �_� 1900 OR 8• PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED 1 -PAIR, SINGLE MODE ' NOTES: 3, 4, 13 700 BAND 700 BAND 700 BAND � °' 1 „ -� -l- I NOTES: AWS BAND NOTES: AWS BAND NOTES. AWS BAND SEPARATELY. -� I FIBER CABLE IN 1 LFNC BREAKERS TO BE TAGGED AND LOCKED OUT 1 � '1 - m - 1 , 2, 5 NOTES: 1 , 2, 5 NOTES: 1 , 2, 5 NOTES: 9. o NOTES. 3, 4, 5, 13 rx� J 1 , 2, 5 1 , 2, 5 1 , 2, 5 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER o (TYP FOR 2) " I 1_______ -_ ------ CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN r , I , , , I IN BECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 10A 0 1 2/C DC CABLE IN 1 " LFNC ------ -~ = I I , , I , � � `� E 0 I NOTES: 3, 4, 5, 13, 14 _ I 1 1 -PAIR, SINGLE MODE --- --- �_ _� I �_ �_ �- �- 2 AWG BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM L_ r (TYP FOR 2) JUNCTION 1 FIBER .CABLE - - - 1 - - - - (TYP .FOR 6) A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH o 1 BOX I I NOTES. 3, 4, 5, 13 I m m NOTE. 13 SPECIAL CONNECTOR. o N I I (TYP FOR 6) J m i 11 . EQUIPMENT LOCATED ON EXISTING TELCO RACK. 12 LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. o I (2) 1 -PAIR, SINGLE MODE FIBER - �___ _ _ - I 12/C DC CABLES- --- ---- --_-- I 13. LEAVE COILED AND PROTECTED UNTIL TERMINATED. Z I CABLES AND (2) 2/C DC CABLES IN w F_ 1 I � 14. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. NOTES: 3 4 5, 13, 14 I I 1 " LFNC NOTES: 3, 4, 14 m I 1 (TYP FOR 6) 1 15. DC SURGE PROTECTION SHELF SHALL BE RAYCAP DCx-48-60-RM. SEE U E I -- I Q) I I j j DETAIL 1409 OR 1409B FOR INTERNAL WIRING DIAGRAM. o I NOTE. ALARM CABLE FOR SECTOR A I 1 1 LFNC FIBER 1 16. FIBER & DC DISTRIBUTION BOX W/DC SURGE PROTECTION SHALL BE a 1 ONLY I 1 NOTES: 3. 4, 6, 18 1 1 FIBER RAYCAP DC6-48-60-18-8F. SEE DETAIL 1410 OR 1410B FOR INTERNAL ° I DC6 1 1 (TYP FOR 6) C - 1 WIRING DIAGRAM. 1 1 `�L�1f' �`'1 1 m m 17. SUPPORT FIBER & DC POWER CABLES WITH SNAP-IN HANGERS SPACED -d o i 1 1 ALARM: CABLE --- FIBER I FIBER NO GREATER THAN 3 FEET APART ON TOWER. SUPPORT FIBER AND DC �, � I NOTES. 3, 4, 5 a6 1 I v, I 1 I � 1 POWER CABLES INSIDE MONOPOLE WITH CABLE HOISTING GRIPS AT 250 FT aI 1 L-------__ ___________________ __ _j MAXIMUM INTERVALS. DRESS CABLES TO PREVENT CONTACT WITH ENTRANCE c I I 1 11 11 Ir AND EXIT OPENINGS. FIBER CABLES IN CONDUIT j OPTIONAL INSTA - 18. CONDUIT ATO BE USED ON A SELF SUPPORT TOWER IF THE RRH IS MORE LLATION1 TYPICAL PER SECTOR (NOTE: ZZ 1 SEE DETAIL "A" THIS SH. FIBER & POWER DISTRIBUTION THAN 10 FROM THE DISTRIBUTION UNITS. MAX CABLE LENGTH .IS 16 FEET. :3 0 11 UNIT W/DC SURGE PROTECTION 19. SINGLE-CONDUCTOR DC POWER CABLES SHALL BE TELCOFLEX' OR NOTE 22 TYP FOR 3 NOTES: 3, KS24194 ; COPPER, UL LISTED RHH NON-HALOGEN, LOW SMOKE WITH I D ETAI L A 1 � ) 4, 1 s, 27 -- 2 AWG BRAIDED COVER, TYPE TC (1/0 AND LARGER). UNLESS OTHERWISE NOTED, o � L-----------------------------------J TOWER STRANDING SHALL BE CLASS B (TYPE III) FOR CABLES SIZES 14, 12 & o •C - 10 AWG AND CLASS I (TYPE IV) FOR SIZES 8 AWG AND LARGER. CABLES C � NOTES: 3, 4, 17 -- - - - SHALL BE COLOR CODED RED FOR +24V, BLUE FOR -48V AND GRAY FOR .co24V AND 48V RETURN CONDUCTORS. MULTI-CONDUCTOR DC POWER •o EQUIPMENT LOCATED --18-PAIR, SINGLE --- GPS ANTENNA & CABLES SHALL BE COPPER, CLASS B STRANDING WITH FLAME RETARDANT o AT GROUND LEVEL MODE FIBER CABLE NOTES: -- SURGE SUPPRESSOR PVC JACKET, TYPE TC, UL LISTED FOR 90-C DRY,/ 75-C WET INSTALLATION. +' ci NOTES: 3, 4 1 , 2, 5, 24 NOTES: 3, 4, 25 20. FOR GROUNDING WIRE SPECIFICATIONS SEE DETAIL 1008. 21. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. v FIBER MGMT TRAY REFER TO RF DATA SHEET FOR APPLICABILITY. t o 6/C DC CABLES - - --- j - m 1 FIBER NOTES: 3, 4, 14 NOTES: 3, 4. 27 22. FIBER OPTIC CABLES SHALL BE INSTALLED IN FLEXIBLE CONDUIT AS o E (TYP FOR 2) , SCOPED BY MARKET. +' DC SURGE , 6 AWG + r--- 700 BAND & 1900 OR _� �_ 23. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO '- PROTECTION SHELF ' 10 AWG ------- -=�- AWS BAND CONVERTER SHALL NOT EXCEED 44 FT. 6 AWG _� , LTE BBU - - 24. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN NOTES: 3, 4, 15, 27 ' D Q 0- 0 NOTES: 1 , 2, 5 EMPLOYED BY MARKET. 2 i - 6 AWG -- i 25. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL ��--- CABLE CONNECTION. o (16) 1/C 12 AWG -- -- -- --- - - - �---- - - 10 AWG 26. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. o, NOTES: 3, 4 - - 27. NOTED EQUIPMENT MAY BE COMMON TO LTE AND UMTS SYSTEMS. REFER __ ALARM CABLES TO UMTS SYSTEM DIAGRAM IF APPLICABLE. 48V DC BREAKER PANEL ------- - - -= - --- - - - - - - --- NOTES: 1 , 2 28. EXISTING 700MHz BAND BBU IF MODEL 9926 (d2Uv3) MAY BE POWERED FROM A 1 O BREAKER. v � ----- � � IN CABOLEARACK (6) 15A BREAKERS C w NOTES: 3, 4, 8, 9, 27, 28 ALARM. CABLES NOTES: 3, 4, 26 (TYP FOR 2) -- 6 AWG o NOTES 3, 4, 23 SIAD LTE SYSTEM DIAGRAM TOWER SITE U o ..0 ---- -L---------- NONETELCO RACK 7 , 66 BLOCK NOTES: 3, 4 WITH INDOOR ALU � BASEBAND w -- AND w TO 2 250A 24V TO -48V .� ' AND RRHs ON TOWER ( ) CONVERTER I - 1 -PAIR, SINGLE BREAKERS IN � � a W/ 2KW MODULES I � ' � - - BY OTHERS---- -- 24V -- - -- -- . 24V DC 1 NOTES: 3, 4, 7 I - MODE .FIBER CABLE DETAIL r1400I POWER PLANT - 2 2 AWG NOTES. 1 , 2, 5 0 o •°' I - _- O NETWORK INTERFACE NTS E01 N v - �: DEVICE Q INDOOR FRAME/RACK VARIES BY MARKET T1_ 2 AWG NOTES 11 & 12 •� J IN TELCO RACK o c �. L_ Co 0 :5 o a..3 g o _ , U Z ccN BECHTEL SITE NAME: MATTITUCK ��°� . f- ($ at&� Q) ECHTEL ASSOCIATES ,��. o� o. MOL op •- PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 1 06/09/15 L2C-ISSUED FOR CONSTRUCTION NG SB IM co a� o A UNIT OF BECHTEL CORPORATION 415 ELIJAH'S LANE D 11/17/14 L2C-ISSUED FOR CONSTRUCTION SB GS AN �� " -L o -� Q•- - SYSTEM DIAGRAM v 1 5275 W MATTITUCK, NY 11952 No. DATE REVISIONS BY CHK PP' m „ w vESTVIEW DRIVE > >s-w a- r FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED BY: SB DRAWN BY: SB �� / g» 1r - _ JOB NUMBER DRAWING NUMBER REV c°� 3 c°� BECHTEL DRG. NO.: 25736-415-CO-0000-01088 AR°�Ess�o�`P� 25736-415-LS L2C-NYNYNY0228- E01 1 I L O .Q o DC 1 -700 Na s v TO CRGB TO CRGB M SECTION "P" SECTION "I" _ Of Of z z m m o o 0 0 — DC2'1900 RRH-A2 RRH Al m m o o 00 _ _ _ _ 1900 OR AWS 700 x o Y ir m w m w m (NOTE: 12) (NOTE: 12) SECTOR A SECTOR A o L NOTE. 13 0: m w m cr- m I + I + I + N i 2 AWG i` -- 2 AWG I + I + I + 00 00 00 0 0 0 0 0 0 00 00 00 0 0 3v 00 00 00 m rn rn rn rn rn a c ALARM I� r r •- SEE NOTE: 14 TYP -- a ¢I mm v0 ¢I ¢I mm ou ( ) 3 3 RACK "P" GROUND BAR RACK "I" GROUND BAR Y CABLE a � a cr 2/C SHIELDED POWER (NOTE: 2) (NOTE: 2) vo NC - _ - - - - r CABLES (6 TYP) (NOTE: 7) Z C m Z U m m aci 1NOTE G10 CID - 1 DC SURGE PROTECTION SHELF 6/C SHIELDED - -- - ---� NOTE: 17 + ❑ + - ❑ o 4- L: ( ) RAYCAP DCx-RM (NOTES: 2, 8, 15) POWER CABLES SEE NOTE: 14 DC-A2-1900 NP m m c -- eAM 700 ALARM (NOTE: 7) NP ( ) i i (TYP) DC-A1 -700 JACKS - + - + - + - + - + - + , c U V o - ALCATEL-LUCENT GY w ' 0 TO RACK 9926 (BBU) 48V DC + BL JUNCTION BOX - - ALARM WHEN REQUIRED CABLE 0 04 "I" 70OMHz INPUT - 6 AWG --�� - 6 AWG (NOTE: 9) (3 TYP) -I --- - - -- L_ TV- GROUND ALARM 4, �— 1 I - 2 AWG - ==-2 AWG _ I ITO TO 0 N 1 AWG BAR FIBER PORTS JACKS GND TO RACK I I GROUND GROUND v __ __ __ 1 2 3 4 5 6 T1 RJ45 "P" L _ J c Z ( 11311111:1111113101JACKS _ GROUND RRH-132 RRH-B1 I1900 OR AWS 700 10 AWG TO BAR SECTOR B SECTOR B -v c (NOTES: 2, 16) - (NOTE: 10) RACK - - -- -- - - - --- - - (2) 1/C POWER CABLES !CC] BLv - -- eAM 1900 OR AWS ALARM GND - - -- - - - - - - C2 TYP) WH U v o JACKS (12) 1/C POWER CABLES a a Q T RACK BAR - -- -- -- -- -- -- -- - - , a. G _ It o w o o GROUND - ALCATEL-LUCENT + GY _ — - — - — - _ - — - — - gK gL gK 0- w a` o c BAR TO RACK 9926 (BBU) 48V DC - gL ; + + _ " 1900 OR AWS INPUT RD BL - - 0 w v v "I - - - - - - - - - - - - - Rp z 0 m g z m J 8 J J J }- J J }- GROUND ALARM i m c� m c� m c� m c� m c� m c� BK BL + + BK .�. _ p p .�. _ ❑ ❑ BAR _ / n FIBER PORTS JACKS G BK OR �_1- RD Y o Y o 'v +, NDBK + FIBER & POWER + RD r ' °D - m 1 2 3 4 5 6 T1 RJ45 ¢ a ¢ ¢ a a ¢ a RD OR o Lo g( to �n �n �o 0 _ DISTRIBUTION ' DC-B1-700 ' v E - ❑ ❑ ❑ ❑ ❑ ❑ JACKS _ cv T_ � N ( - a) 1 AWG BK/OR WITH BK � o (NOTE: 2) TO RD/OR + 48V SURGE PROTECTION + Rp ' -- DC-62-1900 ' RACK RAYCAP DC6 - L___J ' ' � � TO RACK "I" _48V BK GN BK _ o � "I" GND RD GN + (NOTES: 3, 15) + RD - GROUN BAR D (4) 1/C 4/0 AWG BAR BK GN + + BK - 2 AWG - - 2 AWG c POWER CABLES OV RD/GN _ _ RD TO TO co GROUND GROUND +24V INPUT +24V INPUT 24V TO -48V CONVERTER _ -C1 o \ FEED A FEED B (NOTE: 4) ' 1900 OR AWS 700 U WITH C SECTOR C a; c o o (NOTE: 4) - FACTORY- INTEGRAL -48V BREAKER PANEL - � o - WIRING (NOTES: 2, 15, 18) o ALARM v �- m E } >- TERMINALao o o ° e e • e e e 0 +GND 0/P (NOTE: 5) OV BLOCK �— 2 AWG I I 3 NOTE. 4 o- c - GND I/P TO Z c� m g z o Ui m g INSTALL (2) (N) - ,_, 0 0 � ¢ v.v 250A BREAKERS GROUND t� o ¢ v 2 AWG - - -- - 6 AWG L _ J o 24V (NOTE: 11) - - ALARM CABLE--] - + - 0 01+ 1 -10 13 1 (NOTE: 6) DC-C2-1900 Q_ = e o ® ® (+) TO CRGB TO RACK "P" TO 66 BLOCK _ _-- __ - --- i � m m Z o SECTION "P" GROUND BAR (THIS SHEET) DC C1 -700 +, NOTES: • v o, - OV r 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF ADHESIVE, c _c WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; I.E. •A-AWS+•: CABLE AND WIRE LABELS - - •- +' SHOWN ARE REPRESENTATIVE AND MAY BE MODIFIED AS DIRECTED BY MARKET. - 2 AWG - =-- 2 AWG ocn PART OF DC POWER PLANT �_ 2. INSTALL ON LTE EQUIPMENT RACK. TO TO a - 3. SEE DETAIL 1410 OR 1410B FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. GROUND GROUND ' CRGB 4. CABLE TERMINALS FOR +24V INPUT FEED A, FEED B AND REFERENCE GROUND SHALL BE 2-HOLE: 3/8" ON 1" CENTER. o 5. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK-TO-BACK ON OPPOSITE SIDES OF PAD. WIRING DIAGRAM. INDOOR 0 0 6. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2-HOLE, 1/4" ON 5/8 CENTER. R 0 0 •� Z ALU BASEBAND AND R R H s 0 N TOWER 7. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM CABLE LENGTH. / , 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. DC/DC CONVERTER, DC6 c: a 9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED IN CONDUIT AS SCOPED BY MARKET. 0 Q 10. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN EMPLOYED BY MARKET. 11. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ON THE SAME RACK OR ENCLOSURE. DETAIL (0001 ' t 12. THE BARE GROUND WIRE OF EACH MULTI-CONDUCTOR CABLE SHALL BE CONNECTED TO THE "P" GROUND BAR ON THE RACK. WHEN A SHIELDED NTSA4 E02 v CABLE IS USED, THE DRAIN WIRE ALSO SHALL BE CONNECTED TO THE "P" GROUND BAR. Q 13. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. • 14. WHEN A 1900 RRH IS USED INSTEAD OF AN AWS RRH CABLE LABELS SHOULD REFLECT CORRECT FREQUENCY BAND. N 0 15. NOTED EQUIPMENT MAY BE COMMON TO LTE AND UMTS SYSTEMS. REFER TO UMTS SYSTEM DIAGRAM IF APPLICABLE. o 16. EXISTING 700 MHz BAND BBU, IF MODEL 9926 (d2UV3) MAY BE POWERED FROM A 10A BREAKER. 17. CABLE GROUND WIRE AND SHIELD DRAIN WIRE TO BE LEFT UN-TERMINATED ,AT RRH. o (n :a 18. SEE SYSTEM DIAGRAM OR DC PANEL SCHEDULE FOR BREAKER RATING. o o a.3 � o .,� � U Z � N •° BE HT SITE NAME: MATTITUCK �`�°oNMwyo at&t �, �, C EL ASSOCIATES �P ,, ° m • ° PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 1 06/09/15 L2C-ISSUED FOR CONSTRUCTION NG SB IM *� ��° ��99 OO i- c 0 11/17/14 L2C-ISSUED FOR CONSTRUCTION SB GS AN r nr ► O a� o A UNIT OF BECHTEL CORPORATION 415 ELIJAH S LANE 1 ,�,. Iy c W RRH WIRING DIAGRAM s c-� N0. DATE REVISIONS BY CHK PP' mtisr 1-5 W _ v 5275 WESTVIEW DRIVE MATTITUCK, NY 11952 r � �r �)4 � o SCALE: AS NOTED DESIGNED BY: SB DRAWN BY: SB w' ' � � ! ---JOB NUMBER DRAWING NUMBER REV a a FREDERICK, MD 21703-8386 USA A �. o 3 BECHTEL DRG. NO.: 25736-415-CO-0000-01088 °Fss�o�' 25736-415-LS L2C-NYNYNY0228- E02 1 L Al I -d L) i L •F Q) ELECTRICAL INSTALLATION NOTES (AS APPLICABLE) 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE °- 0 NOTES: PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R SYMBOLS (OR BETTER) OUTDOORS. S G s 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS 0 SOLID GROUND BUS BAR ° OF THE NEC AND TELCORDIA. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET M " STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR- BETTER) OUTDOORS S N SOLID NEUTRAL BUS BAR D 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND .�-�-SUPPLEMENTAL GROUND CONDUCTOR TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON-CORRODING; SHALL MEET OR •3 v CONTRACTOR FOR APPROVAL. EXCEED UL 514A AND NEMA OS 1 ; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) oTo 2-POLE THERMAL-MAGNETIC OUTDOORS. CIRCUIT BREAKER 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY 0 0 a+; THE NEC AND TELCORDIA. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) ^ SINGLE-POLE THERMAL-MAGNETIC INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 0 0 CD 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. CIRCUIT BREAKER a� 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK 0 CHEMICAL GROUND ROD °D 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH THE AC POWER DISTRIBUTION PANELS. c: 3 COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV ® GROUND ROD r 0) PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE C U EXISTING INSTALLATION REQUIREMENTS. WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. Q� DISCONNECT SWITCH v � 06. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR 31 . LIQUID-TIGHT FLEXIBLE NON-METALLIC CONDUIT MAY BE USED WHERE NOTED ON DRAWINGS INDOORS AND OUTDOORS AND WHERE 0 METER o ELECTRICAL TAPE (3M BRAND, % INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE NOT SUBJECT TO PHYSICAL DAMAGE. ALL FITTINGS SHALL BE PRESSURE TYPE, NOT GLUED. ° `q CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION ® CADWELD TYPE CONNECTION E �M REQUIREMENTS, 32. CABLES SHALL BE BUNDLED AND/OR SECURED TO THE CABLE RACK OF EQUIPMENT RACK USING 9-PLY WAXED POLYESTER TWINE 4- o UNLESS PRIOR APPROVAL IS OBTAINED. ��`' 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. COMPRESSION TYPE CONNECTION ° o ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE 33. NYLON CABLE TIES MAY BE USED FOR TEMPORARILY SECURING CABLES DURING THE INSTALLATION. PERMANENT USE OF NYLON ---- GROUNDING WIRE •� Z CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CABLES TIES SHALL NOT BE USED UNLESS PRIOR APPROVAL IS OBTAINED FOR SECURING COAXIAL CABLES, OPTICAL FIBER CABLES, CIRCUIT ID'S). BATTERY CABLES AND CABLES TO DISTRIBUTION FRAMES OR ON CABLE RACKS. NYLON CABLE TIES MAY BE USED FOR SECURING 0 a GROUNDING CONDUCTORS EXTERIOR TO SHELTERS AND EQUIPMENT ROOMS. o 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE ABBREVIATIONS `v, CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 34. NYLON CABLE TIES SHALL BE OF AN ADEQUATE SIZE, TYPE, STRENGTH, UV RESISTANT ETC. FOR THE PARTICULAR APPLICATION. TAILS CD a SHALL BE TRIMMED TO WITHIN 1/32 INCH USING A TOOL SPECIFICALLY DESIGN FOR TENSIONING AND CUTTING NYLON CABLE TIES. AGL ABOVE GRADE LEVEL ° 9. DELETED ° c DETAIL AWG AMERICAN WIRE GAUGE 1009 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR 0 � E03 BCW BARE COPPER WIRE (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED SCALE: N.T.S. to a FOR 90 •C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, BTS BASE TRANSCEIVER STATION =v -w UNESS OTHERWISE SPECIFIED. SURGE SUPPRESSION NOTE. E NOTES: (E) EXISTING ° 11 . SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR ° 0 LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE EG EQUIPMENT GROUND ° RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM 1 . RF SURGE ARRESTOR DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION OR REPLACEMENTS. EGR EXTERNAL GROUND RING o USED, UNLESS OTHERWISE SPECIFIED. 2. SEE DETAIL 1004 AND 1141 FOR ADDITIONAL RF COAXIAL SURGE ARRESTOR REQUIREMENTS. EMT ELECTRICAL METALLIC TUBING o 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE GEC GROUNDING ELECTRODE CONNECTION -v CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 3. AC SURGE PROTECTION DEVICE (SPD) DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR •�' c REPLACEMENTS GEN GENERATOR 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (12 AWG OR GRC GALVANIZED RIGID CONDUIT -w ° LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 C 4. THE AC SPD SHALL BE COMMON MODE TYPE, MINIMUM RATED 120kA SURGE CURRENT, AND HAVE U o (WET AND DRY) OPERATION; TATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS MONITORING LIGHTS WITH FORM C ALARM CONTACTS. THE AC SPD SHALL BE CAP STRIKESORB TM TYPE, INNOVATIVE IGR INTERNAL GROUND RING (HALO) a v OTHERWISE SP TECHNOLOGIES PTX120 OR OWNER APPROVED EQUAL. RAYCAP STRIKESORB SURGE PROTECTORS SHALL BE FACTORY INSTALLED IMC INTERMEDIATE METALLIC CONDUIT M E IN THE PANELBOARD. OTHER MANUFACTURER SPD SHALL BE CONNECTED TO THE AC SYSTEM THROUGH A OCUIT BREAKER IN 14. AH POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR DIRECTLY ADJACENT. MGB MASTER GROUND BAR ° ° WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO o LESS THAN 751*C (90•C IF AVAILABLE). 5. TELCO SURGE PROTECTION DEVICES SHALL BE INSTALLED IN ALL NEW T1 INSTALLATIONS (TYPE AS APPROVED BY AT&T MOBILITY). MIN MINIMUM 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH N.T.S. NOT TO SCALE o a) 6. THE SUBCONTRACTOR SHALL INSPECT THE EXISTING TELCO SYSTEM FOR PRESENCE OF SURGE PROTECTION AND REPORT FINDINGS ° NEMA, UL, ANSI/IEEE, AND NEC. TO CONTRACTOR. PVC RIGID (SCH.40) POLYVINYL C _w° 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. CHLORIDE CONDUIT -w 7. RAYCAP STRIKESORB SPD SHALL BE INSTALLED ON ALL DC CIRCUITS TO REMOTE RADIO UNITS/HEADS MOUNTED ON TOWER OR RBS RADIO BASE STATION E •°' 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR ROOFTOPS AND AS REQUIRED BY SITE SPECIFIC DESIGN DRAWINGS. o RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED REF REFERENCE .c: INDOOR LOCATIONS. 8. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL REQ REQUIRED o v ELECTRICAL CODE (NEC) ARTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE. RF RADIO FREQUENCY .� 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. tjo0 DETAIL RGS RIGID GALVANIZED STEEL o 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) OR GALVANIZED STEEL OR ALUMINUM RIGID CONDUIT q2.3 SCALE: N.T.S. RWY RACEWAY w m z (RMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. TRANSPORT T1 LINES SIAD SMART INTEGRATED ACCESS DEVICE c Q 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE BD B I w N USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN 1 . ALL RACEWAY SHALL COMPLY WITH TIHE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. T TO E DETERMINED a) REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. TBR TO BE RESOLVED r- 'o rn 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS-OCCUPIED, INDOORS-UNOCCUPIED, PLENUMS, RISER N o L 21 . LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC. TYP TYPICAL OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. VIF VERIFY IN FIELD _ • 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. o cj 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE -' LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 4. FOR NOKIA GSM BTS CABINET ONLY - THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A COMPUTER-PRINTED o .- SELF-LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE "FROM" LOCATION FOLLOWING TYPICAL ID ABBREVIATIONS & SYMBOLS ° " :0 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE NAME AT THE NIU AND AT THE NOKIA BTS: 1 e _ m WITH NEMA, UL, ANSI/IEEE, AND NEC. E03 SCALE: N.T.S. 3 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. AT&T UMTS LEC CCT# 0 '� NEW y (V C�tBc� BECHTEL ASSOCIATES SITE NAME: MATTITUCK �P °,, ° M�� o�, m to 06/09/15 L2C-ISSUED FOR CONSTRUCTION NG SB IM Lo ��' v PROFESSIONAL CORPORATION SITE NUMBER. NYNYNY0228 1 O E 0 11/17/14 L2C-ISSUED FOR CONSTRUCTION SB GS AN r- ELECTRICAL, TVSS NOTES, a o A UNIT OF BECHTEL CORPORATION 415 ELIJAH'S LANE ;=.: i w N0. DATE REVISIONS BY CHK PP ABBREV. & SYMBOLS MATTITUCK, NY 1 1952 •°' o 5275 WESTVIEW DRIVE 1 aa FREDERICK, MD 21703-8386 USA SCALE: As NOTED =DESIGNED BY: SB DRAWN BY: SB doRo�1s0�'N��Q. JOB NUMBER DRAWING NUMBER REV c°0 3 BECHTEL DRG. NO.: 25736-415-CO-0000-01088 �ss�° 25736-415-LS L2C-NYNYNY0228- E03 1 O - ° iV G NOTES AS APPLICABLE - INSULATOR 6 AWG STRANDED Cu --- - - -- - .� a G RO U N D M _ WIRE PROVIDED WITH COAX GROUND KIT ----- - --- °' -v ` '' \ -- 4"x1/4" SOLID --- ^. .° v NOTES: f COPPER BAR _ 1 a� co 1 . THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND C �\ o LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ) THE SITE-SPECIFIC (UL LPI OR NFPA) LIGHTNING PROTECTION CODE AND ` ) -�W_p GROUND BAR ON ► ' r pRpWALL, FLOOR 3 v GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL A 1^_ ;,� ( - ROR ON ANTENNA _vREPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. EQ -- --- --- - TOWER -= -- a ��� - t 2. ALL GROUND ELECTRODE SYSTEMS (GES) (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, J LE ®i® ® ® ® ® 0 0 AND AC POWER GESS SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER 1 3 STAINLESS STEEL 0 m BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. HARDWARE 0;® ®I O 0 ®,®�, I J m v (NOTE. 1) - ,- °Q3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE _ C 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS - - - ----- INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR ORIGIN AND DESTINATION. �? LESS TESTS SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT PROCEDURES FOR TESTING OF EXOTHERMIC WELD' ANGLE SHOWN TO ILLUSTRATE WELD WELDING PROHIBITED > FACILITY GROUNDING FOR CELL SITES. CONNECTION FOR: ON ROOFTOPS) AT THE LOWEST POINT ON THE BAR. COAXIAL CABLE SHIELD COAXIAL CABLE SURGE SUPPRESSORS PLACE WELD AT BOTTOM CENTER 0 oN 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED CABLE ENTRY PORTS (HATCH PLATES) RECTIFIER FRAMES WHERE BAR IS MOUNTED HORIZONTAL. E COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE 24V & 48V DC POWER RETURN BAR GENERATOR FRAME WORK 2 AWG SOLID BARE TINNED L_ FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. TELCO GROUND BAR MASTER GROUND BAR COPPER GROUND CONDUCTOR. N 5. DELETED NOTE: EXOTHERMIC WELD TO BURIED GROUND . Q RING AND GROUND BAR •c Z 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 1 . BOLT HEAD SHALL BE FACING OUT, BOLTING SEQUENCE: 1 . TWO-HOLE, LONG BARREL COMPRESSION LUG WITH 2 AWG STRANDED BOLT HEAD E 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COPPER CONDUCTOR AND GREEN THW HWN SUNLIGHT RESISTANT o a COMPRESSION AND BOLTED GROUND CONNECTIONS. INSULATION TO GROUND BAR. ROUTE CONDUCTOR AS APPLICABLE TO FLA WASHER a. BURIED GROUND CONDUCTOR OR MASTER GROUND BAR AND CONNECT BAR ° 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS WITH TWO-HOLE LUG TO "P" SECTION. • FLAT WASHER STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. ° LOCK WASHER 2. USE PERMANENT MARKER TO LABEL THE WHOLE BAR AS "P" WITH 1 " • NUT 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING HIGH LETTERS. o CONNECTION'S. INSTALLATION OF GROUND WIRE .� 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE 3. FOR GROUND BAR LOCATED OUTDOORS, ON-GRADE ONLY, 1 1429 TO COAX CABLE GROUND BAR DETAIL BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. EXOTHERMICALLY WELD A 2 AWG BARE TINNED COPPER CONDUCTOR TO _ E04 -v E GROUND BAR AND EXOTHERMICALLY WELD TO BURIED GROUND SCALE: N.T.S. U) D CONDUCTOR. � ° 11 . METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED TO TOWER MOUNTED AMPLIFIER UNITS (TMA) (WHERE � � BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED 4. GROUND BARS SHALL BE TINNED COPPER AND SHALL BE ENGRAVED OR APPLICABLE) AND RECEIVE ANTENNA PORTS o . GROUNDING TYPE CONDUIT CLAMPS. IMPRESSED STOLEN-DO NOT RECYCLE" AND/OR "PROPERTY OF AT&T", j o •C 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT ETCHED OR STAMPED WITH SITE FA LOCATION AND SECURED WITH J TO TRANSMIT ANTENNA PORT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS ANTI—THEFT HARDWARE. •co Q) METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS 0 •o REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, L A2 SUPPLEMENTAL/SECTOR GROUND BAR RX1/RX2 TX TX RX1/RX2 TXI C NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL 1124 J +' CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND �O4SCALE: N.T.S. CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 1 m 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS �1 Oo BEING BUILT TO REV G OF THE STANDARD, EXCEPT THE WIRE SIZE OF THE BURIED GROUND RING AND S CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE 2 AWG AND THE MINIMUM JUMPER REQUIRED ONLY FOR I I I �r T I I I �• LENGTH OF 'THE GROUND RODS SHALL BE 8 FEET. " " EASE OF CONNECTION (TYP) I I I ' I I - I -WEATHERPROOFING KIT (TYP) 12_ TO- 24- AND STRESS REDUCTION ON �I �r-� ANTENNA CABLE _ --- T-- ANTENNA CONNECTORS Lll _�� i-� L_ 14. GROUND BARS RECYCLE" AND/OR SHALL PROPERTY OF AT&T COPPER AND ETCH DHALL BE OR STAMPED�W WITH SVED ITEPRESSED LOCATION SECUDO RED o � " / " ", RED I � r 0 WITH ANTI-THEFT HARDWARE. WEATHERPROOFING KIT I I I I j -.STANDARD GROUND KIT (TYP) o (NOTE: 3) ---- EQUIPMENT L L J L_ J L J (NOTE: 1) v v, 15. GROUND WIRING LOCATED INDOOR OR IN CONDUIT SHALL BE SINGLE CONDUCTOR, 60OV, GREEN INSULATED SIDE -. � \-, CABLE GROUND KIT CONNECTOR i E UL LISTED TYPE THHN/THWN OR RRH, ANNEALED, TINNED OR UN-TINNED CLASS B OR CLASS I STRANDED _ - c COPPER, SIZE 6 AWG UNLESS OTHERWISE SPECIFIED. 6 AWG STRANDED Cu WIRE WITH - --- WEATHERPROOFING KIT (TYP) ` ��' - ANTENNA CABLE TO BTS (TYP) •- SUNLIGHT RESISTANT GREEN, 60OV, �� .� • vv 16. BURIED GROUND WIRE AND WIRES CONNECTED TO THE BURIED GROUND WIRE SHALL BE BARE, SOFT OR INSULATION OR AS PROVIDED WITH a 2-HOLE COMPRESSION `. ��"''�� �� - 6 AWG STRANDED Cu WIRE C HARD-DRAWN, SOLID TINNED COPPER, SIZE 2 AWG UNLESS OTHERWISE SPECIFIED. GROUND KIT (NOTES: 1 & 2) LUG TO GROUND BAR --=1� • SUPPLIED WITH KIT OR WITH NOTES: �` ` � � - GREEN, BOON, SUN RESISTANT 17. GROUND WIRING INSTALLED OUTDOOR EXPOSED SHALL BE 60OV, GREEN SUNLIGHT RESISTANT UL LISTED FROM TMA AND - -- 0 o TYPE THW OR THWN OR XHHW, ANNEALED, TINNED OR UN-TINNED CLASS B OR CLASS I STRANDED OTHER EQUIPMENT INSULATION COPPER, SIZE 6 UNLESS OTHERWISE SPECIFIED. 1 . DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. (WHERE APPLICABLE) GROUND BAR, DETAIL 1197 o Q 2. GROUNDING KIT SHALL BE HYPE AND PART NUMBER AS NOTES: MOUNTED NEAR/BELOW ANTENNA v 0 SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. BONDED TO TOWER STEEL OR ° 1 . DO NOT INSTALL CABLE GROUND KIT AT MONOPOLE. DOWN CONDUCTOR o ° •°' 3. WEATHERPROOFING SHALL B.E (TYPE AND PART NUMBER) AS A BEND AND ALWAYS DIRECT GROUND TO GROUND NOT REQUIRED. N oWIRE DOWNWARD. _ SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER AND ---=----•- Q APPROVED BY CONTRACTOR. 2. SEE DETAIL 1197 FOR LUG ATTACHMENT. CONNECTION OF CABLE GROUND CONNECTION OF GROUND WIRE 2 AWG Cu STRANDED WIRE WITH o -p 0 GREEN, 60OV, SUN RESISTANT ' 1008 DETAIL 0 1 139 KIT TO ANTENNA CABLE GROUNDING BAR INSULATION TO SITE GROUND o s o �O414o TOWER MONOPOLE ROOFTOP (ROOFTOP SITES) a� � SCALE: N.T.S. E04 SCALE: N.T.S. / / o _� � EO4 SCALE: N.T.S. _U Z -d of NEW ° BECHTEL ASSOCIATES SITE NAME: MATTiTUCK oMo at&t m -0) 0 PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 1 06/09/15 L2C—ISSUED FOR CONSTRUCTION NG SB IPA * �� -L�- 'v� 415 ELIJAH'S LANE 0 11/17/14 L2C—ISSUED FOR CONSTRUCTION SB GS AN J � # : GROUNDING NOTES & DETAILS +, a� o A UNIT OF BECHTEL CORPORATION $( n -- w I r �" 0 ' MATTITUCK, NY 1 1952 No. DATE REVISIONS BY CHK pp Lu � o � 5275 WESTVIEW DRIVE F , .-=f"- � � —JOB NUMBER DRAWING NUMBER REV >. a FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED BY. s6 DRAWN BY. s6 N� rso7 0 3 0 BECHTEL DRG. NO.: 25736-415—CO-0000-01088 A9°P,Ess10 25736-415—LS L2C—NYNYNY0228— E04 1 /'1111_J L) l