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HomeMy WebLinkAbout1000-15.-9-8.1 (2) From: Pat C7Ruurke <oathck@brenmanshone.comn' Sent: Wednesday, December O4 20I96:12PM To: MichaleUio' Jessica Subject: RE:KE:AT&T 40200 Main Road, Orient Point NYCENYI059, Town of Southold, Section IS, Block 9' Lot 82, BP43Z47 Jessica, Thank you for getting back to me, yes, can I request an inspection for this site? Thank you:, J �!n7 Patrick O'Rourke Shore 2 Shore Wireless 5550 Merrick Road, Suite 302 Massapequa, NY 11758 516'263-8817-cell 516'557-2398'ofhoe 518-557-2897-tax From: Michaelis,Jessica [mai|to:jesoicam�@southo|dium/nny.gov] Sent:Wednesday, December 4, 2Q1S1146PM To. 'Pat O'Rourke' <patrick@bpannanshome.00m> Subject: RE:AT&T @ 40200 Main Road, Orient Point NVCENY1059,Town of Southold, Section 15, Block 9, Lot8.l, BP 43247 ?{cs I know we received it. We have the original. Brian will have tudouo 'inspection uo the site. Would you please reply with u request for his inspection? Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NY3 Ilontc 25 P.O. Box 1179 Southold, NY 11971 Pbuoc: 6]1-765-19]8 Email: g From: Pat O'Rourke Sent. Wednesday, Decennber04, 2019 11:51 AM To: Michaelis, Jessica; Dwyer, Tracey Subject: FVV: AT&T�@ 40280 Main Rood, Orient Point, NYCENY1059, Town of Southold, Section 15, Block 9, Lot 8�.1, BP 43347 Jessica, I mailed you the original of the attached PE letter. lf you received it, can you give it to Tracey in building? (copied on this e-mail) if you have not received it U will send another|eite/. Let me know. I've scheduled a building inspection for I/8/2020. Thank you, 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 w*" Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ��� �� Southold, NY Telephone: 631 765-1938 F www.southoldtownny.gov [, � PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director ,f� Date: November 26, 2018 Re: Planning Department Report New Cingular Wireless at MGH SCTM#1000-15-9-8.1 40200 Route 25, Orient 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 September 5, 2018; 2. The Building Permit must state the following: a. All new vertical 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. �1 . b. III ..,.... ,. _. _ _ ..... it r i „r r�r46CkY PC"ICl �rI„9'il i �i ti9�m4 ...��1° ��t�ird , U fla.1 g".,.ong.. .Ih����........� ...m.. I T E C T S pan P e'. October 16, 2019 artners Steven R Saraniero,AIA, Neil A,M—Donald,AIA, Eldon W Smith.AIA Town of Southold Building Department Robert F.Heymach,AIA Town Clerk's Office Partners,Ern-it- Southold, NY William F,Collins,AIA Thanas R.Turkel,AIA A—iares Christopher\4 Crans,AIA,NCARB Re, New Cingular Wireless PCS,LLC d/b/a AT&T One AT&T Way Bedminster, NY 07921 Site Name:NYCENY1059"East Orient Point" Knight Street, Shoreham,NY 11786 Tax ID:Sec. 15/Blk.09/Lot(s)8.1 WFC Project No.:18-12718 Building Permit No.:43247 To Whom It May Concern: William F.Collins,AIA Architects LLP(WFC) reviewed photographic documentation of the completed work under Building Permit No.43247 and find all work to be in accordance with the construction drawings with an issuance date of 11/29/18 "Issued for Construction"and the Building Code of New York State. Further,and electrician's certificate of electrical inspection shall be issued concurrently with this letter by others. We trust the foregoing provides the information you have requested. If you have any questions, please do not hesitate to contact our office. Very tru r EDA4, DE y i Neil +" d "A A Partner Cc:: Victoria Brenna, Lorna Mund, Pat O'Rourke File Town of Southold Ckyscape CONS LILTA N T S . 1 NC . Telecommunications Site Review 7050 W.Palmetto Park Road#15-652 Upgrade Application Boca Raton,FL 33433-3483 Tel:877.438.2851 Fax:877.220.4593 Sly)ot October 24, 2018 1ldr-NL) MTt° l Mr. Brian Cummings Planner ' g P�fl) Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold /SCTM#1000-15-9-8.1 New Cingular Wireless PCS,LLC/NYCENY1059 /East Orient Point Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by T-Mobile Northeast LLC ("Applicant") to install (collocate) its equipment on an existing concealed slick-stick tower. The existing structure is eighty-nine (89) feet tall. The tower is located at the Orient by the Seas Marina & Restaurant, 40200 Main Road, Orient,New York, see Figure 1. Support Structt.rre& ECILlipirien It is proposed to replace the existing antennas and diplexers at the fifty-seven (57) and sixty-seven (67) foot levels. This equipment is concealed within the outer walls of the structure and not visible, see Appendix, Exhibit A. It is also noted the proposal does not meet the side yard setback requirement of 25 feet, listed in the Ordinance bulk schedule for business office and industrial districts. However, there is no change in the existing fence surrounding the compound. Thus, it is not believed any setback waiver is needed. Town of Southold/SCTM#1000-15-9-8.1 citysca,pe New Cingular Wireless PCS,LLC/NYCENY1059 Paget C 0 N S U L T A N 1 i[ ,� c . Structural Analysis The Applicant submitted a structural analysis dated, September 5, 2018 and based on ANSI/EIA/TIA-222-G, Class I1, Category D. The structural analysis indicates that proposed additional will load the tower to 57.2% while the foundation will be 24.3%, see Appendix, Exhibit B. It is noted that this is a significant reduction in the previous analysis, which is due to revisions in the New York wind speed criteria. Under the Middle-Class Tax Relief and Job Creation Act of 2012 (The Act) any personal wireless facility collocation, modification or upgrade may qualify for streamlined processing. Furthermore, under Section 6409(a) it can qualify for administrative approval if the request meets six criteria, most notably(1) it does not increase the structure height by 10%or 20 feet,whichever is greater, (2) it does not increase the structure width by 20 feet and (3) it does not require any excavation outside the existing ground compound or leased area. Section 6409(a) further states that if an application meets the criteria, the application should be approved and not denied. CityScape has determined this application complies with The Act and recommends approval, with the following condition: 1. All of Applicant's 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. 1 certify that to the best of my knowledge all of the information included herein is accurate at the time of this report. CityScape is only employed by local governments and has unbiased opinions. All recommendations are based on technical merits without prejudice, according to prevailing laws and codes. Respectfully submitted, Jonathan N. Edwards, P.E. CityScape Consultants, Inc. Town of Southold/SCTM#1000-15-9-8.1 Cityscape New Cingular Wireless PCS,LLC/NYCENY1059 Page 3 C .w r, S U LT T µ„ Atlas USA®2009 a.,�_ _ ......... ... ... ......mm—__ DeLorme StreetAtl _.... ,'doer��,�;ro„�,"fi�i~✓drl,�">".+�,o p^ ya d w� _a Hw, 9 x!` _ ,,,,.....,...,.... ...... .,,.® `TT... .... .. ___ _ ,,,,,,,,,, Y _ F rUe iu' siflb V Ivi license r IiIIYI�wII Ulli anOpliuolrrc IDalouome":�.UeM ,t sI,dt�APr009 ...... (1 00 Yh 1(d /00 :711'141 9000 e�be� 9 I���al^ode r;om I'dP•d('13 8"9l1 tla;,9 aboa11r Y i 11J Figure 1 — Site Location Town of Southold/SCTM#1000-15-9-8.1 Ckyscape New Cingular Wireless PCS,LLC/NYCENY1059 Page 4 C II;DI ,,, S U L T ,A �1`4 T S „ u� iN4 C Ap ndi*X Town of Southold /SCTM#1000-15-9-8.1 cityscape New Cingular Wireless PCS,LLC/NYCENY1059 Page C (�) NSUI. sAN V S NC (rek) F";at5T1W~G AT&T ArPF:r"+AS TO AL RTAa014:0 nor0 r '��"" RCw^n�5�a Car ��,� ra�Gta AwF�m"arm ��+� EA�fiuNC rw��ra R N6y A'YA'9 Aw'iN,J'atYa,S.... NUIN pl4a+�",�w'"f�k�„CR",W nc q} E41SI r C��agCfAt mF'�'^AT�Pmr, `W"4 20'-0' HICH AT&T Rr COMPATIBLE CONCEALMENT ` I U 01`4 LE E"A`i h%AT-NT COMIAL,XWENN6A CABLES RaL/;ED Wflei N 57'--D`t ACL _..— ; EAA TNO At3kT MClYJGPOLE NT;ri —Naui4t'Aim .Jh"Wiumk,:"i:. J i I w� �I �} FT ,flNC A94° i4,E r'Fs 10or tJiOUS 'D TO EXIS 4 " ECUIPWEN T r,�+tf6`MA ?w1d"RA"IL VfiLY0140 re r,,FArRI L� I w ^� s wa "1 (0) E%ISTI"dC 4 e-0-mG" x 6-0- WIDE W'tER¢a 2"` 'fie HUT CE-,"5 0 R'—'D` O C UEYCND •--- to tY k ArX i;i M D m , Li dFR0 E t 6 �Al tl aC tl�Cna�E naves I r"" "�i'p++ Imo. a P 08E#a.n NNC R.4XA'LVt 4C'F Ifk�B6tD.uE ...,..._.. � ,..� Lo ''� 1:v,,,��-✓✓ �y F� �� w 111 f to 9 r e,t r. A II e q °% to W ql �• ,�„Rbn 1P 1. 111 i I F11 pY o4N,d uru -jU I,Tao�1, nnA 1� @ c .a ba,�xn ° f uror�.u) I �r MO...Lu".-IC"S A1W n°t - .._. _ � ....,wr( ... .w'" a,... .... �.'�... .I....�.,,w.1, ....... p�F r•��lr,w. Exhibit A — Support Structure Town of Southold/SCTM#1000-15-9-8.1 Ckyscape New Cingular Wireless PCS,LLC/NYCENYl059 Page a; 0 aN S U r. TA N T S N C P"rud-rare wv m�rrsu'1,4era�&i+°r ur `aliuywar 2`,°iirfi ro s4 prr fa�or, ira�r;^,r6ru C ra ipti•r rf r il:)Cn a rricI, RrJ t o 302 'y20 aa)ralf",)0,„ifI Stp? I .roilc 51 31 „°rlranriia diu ,Vr' T 17,'kU'pw..6121,8 A4,PC"1 0: h 4.4111 ri 16) 5." f 2 i 98 P°4.W) t 1 M,..P'115p 6 Tr,°u�<rptlr "p psr9j,, ir,��u coin GQaDO 2018720,21 ssMiOmurbef 5, 2010 MOROUS STRL)CTUM1.ANALYSIS REPORT Site FA- 10107574 Ske Nearer LASI OMENT tbae°tPYT tot ll_uv ph allo rrnninai$3-vpcmd guo)with 01 uve 50-mp m(3 vmcoao'd gusi°O with 0.75"°ice Si1IF Y(.IAM 40200 Main,Road,Odent,NY 11957,'Swntdasmic Cauauualy Latitude 1 9°«p 9*14,luwu etude 72' t°t°38*, Maurt(etC NYC:NNU 691'Va hwioaat Si'eaIlliu Monqus4e uwrl 20'a xta:rrti^r4)ra r 4r WsnrPi flN'arPiar4"t, O C) is ptf1AIVd, lra ulfnli f, Ibis Stiitchursf J,1m^1Cr,vrl Orr driP rrninrr, rho �, rVwftor it r'iUagP 4�fr 01 01" Riarrrr^at t(mv f% Fhe p urlfrr,ay of ri°uar ,tirf°urr4,rs i .Ix ri.rifj91 r^ Oir trf ,,rc r 4hri,, ir^rd pf(fp Po,4rv„ ,a udiPPgg r ordip„uiu,9ur,Pr 4 ma9 k d in Phi airi aIysr^ r4•p�rrrr. Araamlysk RLs uilt lo,wvfSTir ° io,,(d )ie"+ rpfaiprvvrlt: f"oPdutxrl Kafln 4°rrli I'rnp,a14°d 11,q aipafiwnl'; I �,l'C'� atpr Ir+iar. rpra„ r ap)l rCr rp�p ir.p), ri" 11f ri,.aiirap.;+,,rr ?,I"iririing IE'r s 1or , irr r i,d ti^r°«luQ to'i, "rul ur,d,"fa�-0w W. lt"ym 6,4r danp' q R...Y4olIi fir Cfla"'vd iuoP'Iwr 1,4„l,'6m v rrr.1 $h'Ij)h or 'Irly (alplr r pf4.1J I,4 w7 rt,*0 111') 1h1;4 PI •,E<9Ya'4n S!e, w(TioH', �o t� dyni�.rrug,p e:r i w,rl"�a�d�dr, l'p: ° 3 iT r "� t t m"s, uxt'If fir.^ww' dairJ�..M:l'lro,br�ki n.p � a wr,;' I'C,w,d 4'eM Lw ti./�r t Exhibit B — Structural Analysis Summary OFFICE LOCATION: w MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 � � � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �yfN �� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov r ..,....e„ t PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2018 Mr. Richard L. Edwards d/b/a CityScape Consultants, Inc. 7050 West Palmetto Park Road Boca Raton, FL 33433 Re: Consulting Services for Cell Tower Colocation New Cingular @ MGH 40200 Route 25, Orient SCTM#1000-15-9-8.1 Zoning District: MII 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#32704, $8,500.00, 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. The application materials can be viewed by following these directions: 1. Go to the Town of Southold website www.southoldtownn ov; 2. Click on Town Records/Weblink/Laserfiche Icon; 3. Click on the Planning Department folder; 4. Click on Site Plans; 5. Click on Pre-Submission; 6. Click on the SCTM# (tax map#) of the application, 1000-15-9-8.1 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. TOWN OF SOU�T'HOLD Purchase Order# "...............0 Date ccon • - S -7 en belling to. Venda "� Deliver and send Department j...� ~ (V � `� , F 9 'rc ' Address V �„n LLjL 3.....................I VENDOR **Return this copy and Town of Southold voucher itemized and signed for payment** ITEM QUANTITYDESCRIPTION ITOTAL rv5CYAAUS „ r -� ,� 6 C, P( IJ THIS PURCHASE ORDER IIS NO"T VAI...ID wITHour"THIE SIGNATURES OF"THE DEPT, HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHAR4 E Dept. Head CERTIFY TI I TO BE A JUST AND TRUE )' CHASE ORDER Supervisor V If mN C',)OP < < 0 Z 0 z r) (D 0 CD CD U) z CD CD 0 �,l <D CD 00- C, > 0 -4 -0 0 Q a w 0 CA FL CD > 0 CD -n CD Z 0 Olt CD X CL CD CID X 04 0 0 a) <� 0 CL CD cl) C) CD 0 0 Fv CD U) CD C) El cr CD 5 :ca" rL CD CD -1 CD 03 CD CD cr Q. (D bo IQ "I CD < CD cn CD > 0, tj cn 0 z Shore 2 Shore Wireless, Inc 5550 Merrick Road, Suite 302 Massapequa, NY 11758 p ECREVE 516-557-2398 Office . SEP 1 9 2018 September 19, 2018 RUHDXNG]DEPT. BY HAND —_ TON, ,0,��;1k4XJ nLD Town of Southold 53095 Route 25 SEP 2-f. 2018 Southold, NY 11971 ATTN: Brian Cummings —Town Planrier Southold Town g Planning Board RE: New Cingular Wireless PCS, LLC (AT&T) — Building Permit Application AT&T site NYCENY1059 Premises: 40200 Main Road Orient, NY Section 15, Block 9, Lot 8.1 Mr. Cummings: Our office represents New Cingular Wireless PCS, LLC (AT&T) with respect to its Application to modify its existing public utility wireless telecommunication facility at the subject premises. The proposed modification is part of AT&T's "LTE Upgrade" project which will allow AT&T to provide better service to the Town of Southold. As shown in the plans submitted to the Town, the upgrade requires only minor modifications to the existing facility. With respect to the Building Permit Application, the following are enclosed in this submittal package; 1) Building Permit Application & Owner's Authorization 2) Four (4) set of signed and sealed construction drawings, prepared by WFC Architects and dated September 17, 2018, including site plans and elevations 3) One (1) Structural Analysis performed by GPD Engineering and dated September 5, 2018 4) Workers Comp, Liability & Disability COls from the contractor Metro RF 5) A check for $8,500 (#2340) as a consultant review Escrow fee. Thank you for your time on this matter, let me know how to proceed. Patrick O'Rourke Site Acquisition Manager on Behalf of AT&T 516-263-8817 connoror@optonline.net vVN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST JILDING DEPARTMENT Do you have or need the following,before applymg9 OWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form NYSDEC Trustees C O Application D C P 0V[E Flood Ingle Permit Examined ,20 IL�� � i Single&Separate j Truss Identification Form S E P 1 9 2018 Storm-Water Assessment F/�orm Contact: p,�o,�o� t C/� - I Approved 120 RUMDING DE PT. Mail to J.!"SO�AF�e�WO,R bil, Disapproved a/c TOVV%r•; FOI"1 Hf cLD �r4�s/Q/�t 4(/Ili JI M Phone-5t(- 7 d-399 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT L p Date J�PT �4 ,20 119 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. A1R1fC1A ilk n(�I f I-b-LI-c (Signature of applicant or name,if a corporation) 5' HFAbc��* 3da g455ApEQUA, H /17S-S '(Mailing address of applicant) State whetl1)p�r applicant is owner, esse agent,architect,engineer,general contractor,electrician,plumber or builder JAPPGcZAA/t -rS Le53t-5 Name of owner ofpremises A. I��C (As on the tax roll or latest deed) I plicant' a co oration,signa re f duly authorized officer/ Xt r / �lOn?�✓U [c (Name and ti of co ate o of 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: 994A17- 41Oa Oo A/AfiJ i�a49 House Number Street q Hamlet County Tax Map No. 1000 Section Block 1 Lot o l 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 /'C�scA U�A/�tm �4n� /+��(1/h1 A b. Intended use and occupancy %V&L ' oz' 4T pfl,O &FO 3. Nature of work(check which applicable):New Building Addition Alteration e/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0 a 0 Fee (To be paid on filing this application) 5 If dwelling,number of dwelling units /UNumber 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. Rolfl-awt 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9 Size of lot:Front 11• 6 y 1V At f Rear Depth 10.Date of Purchase Name of Former Owner n� 11.Zone or use district in which premises are situated _�4=-a: _ 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NCO)/��y,Will excess fill be removed from premises?YES NO 14.Names of Owner of premises 1�/41yiNw1� hj'FJ-t°Address k4M 411)A049 Phone No. 631`�Y 7- Name of ArchitectWL6 QGN ft-e- 's �� Address,bt•/79 9��Sr7 �k�t Phone No ? '3.?-3 - Wd Name of Contractor H-Oy AL Address I36#4 itX S te-at Phone No. 3'3CT-0)a3 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 ACOPY. STATE OF NEW )e�! SS: COUNTY OF_G0jp_p S)&-�- C',,� ,/cam being duly sworn,deposes and says that(s)he is the applicant (NamcVf individ al signing contract)above named, (S)He is the n 1A PPO'Caa d-7— -- nea- w. nn 4 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform�gF,�ave performed the said work and to make and file this application; that all statements contained in this application are tme,%l t �pe�of his knowledge and belief;and that the work will be performed in the manner set forth in the applicatio� l � gf�Ce Sworn to before me this =e T �\O(ARV I i day of Sep} 201a UB0 0011( 00,L� Notary Public ''/q,FOF NE\\ Signatur Aptplicant OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �QF S�VTy P.O. Box 1179 54375 State Route 25 hp ��� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 G • �Q www.southoldtow-rmy.gov �1,Y00UNT`1,�c� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning DepartmentCOIT� Date: September 21, 2018 Re: Check 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/No. Type # 9/17/18—2340 New Cingular Collocation at $8,500 Shore 2 Shore MGH 15-9-8.1 Wireless 'Jill1go''111'Ili! SHORE2 SHORE WIRELESS.�{;�,�INC• !•h`.r ;., h ' '51 j Vry ^' 210 sdu%Wad' P 'THE©RDIDL' q .Q7 k, CHASE C j JPMorgan.Chase Bank,NA /•+ www.Chase.com f .A TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D D V Flood Permit Examined ,20 Single&Separate Truss Identification Form S E P 1 9 2018 Storm-Water Assessment F/�orm Contact: p/r�ORO JT tr(AA 1 47 Approved ,20 BUMDI NG DEPT. Mail to: 5)T09C&/(,1 90_J L��34� Disapproved a/c T "v�f'?t' ail{�D 9 45,fAX9 MV1 J S D Phone: -,)-39 8 Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT p Date ��PT �Q , 20 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. 6s, (Signature of applicant or name,if a corporation) IRO (Mailing address of applicant) State whet r applicant is owner, esse agent, architect, engineer, general contractor, electrician, plumber or builder pplttxxt VS . Name of owner of premises / (As on the tax roll or latest deed) Yplicant ' a co oration, signa re f duly authorized officer AAo L JC-2N I C,r Pe. f It-, i Ae.+ e r, -RAIV&J"V JIC% (Name and ti of co ate of er) 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: M4-N7- 46,� 0o NA)i ) ;1649 House Number Street Hamlet d County Tax Map No. 1000 Section Is" Block Lot C9° l 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 &rA UfJ Aft A b. Intended use and occupancy AveL1 L ��� � S.S ��COI'�4111A W T 14i (J) 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0'j D Fee n/ (To be paid on filing this application) 5. If dwelling,number of dwelling units A 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. Acsowm- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front- • �G�tf Rear Depth 10. Date of Purchase Name of Former AOwner fjc 11. Zone or use district in which premises are situated i"�T rA�l 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO 'V Will excess fill be removed from premises? YES NO �f nay, 14.Names of Owner of premises/n,f�i/Y��''"1 &Sf1�C, j Address 4M q6 ) 900 Phone No. Name of Architect In/rG Akufte- . s��L P Address�-/ 76� 9L-�J'641� Z� ' 7 Phone No 3a�-3 -atiyd Name of Contractor Address/30.P'04y-S tzaT Phone No. 3-3CT a3 a3 zVVA) Al jr 07J-,Z 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. STATE OF NEW )I SS: COUNTY OF �Ie-�- �K At L,- being duly sworn, deposes and says that(s)he is the applicant (Nam&Vf individ al signing contract) above named, (S)He is the i"'FSSCZ� /`�P��d�UA '— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform 4 �ave performed the said work and to make and file this application; that all statements contained in this application are ti�4p`����pe/,bf his knowledge and belief; and that the work will be performed in the manner set forth in the applicatio�k- -t g,'y���l��.; m Sworn to before me this °ZA® N I day of Se E 20 18 PuB\,\G :y F Notary Public ���''�i,,,OF NE\\\\` SignaturipeApplicant Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: �� (check one) Location of Property: "�0 M14M x2do � ���T p House No. Street Hamlet y Owner or Owners of Property: /V 4 u-'`'Pi 1-15 t� Suffolk County Tax Map No 1000, Section /',s, Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ;r TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ---------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS,LLC AUTHORIZATION OF OWNER At the premises: 40200 Main Road Orient,NY Section 15,Block 9,Lot 8.1 ---------------------------------------------------------------------------------X STATE OF NEW YORK ) ) SS.: COUNTY OF SUFFOLK ) Robert Haase,being duly sworn, deposes and says: I am the owner in fee of the premises known as Section 15,Block 9,Lot 8.1 (the"Premises" hereafter), and do hereby authorize New Cingular Wireless,PCS,LLC ('AT&T'hereafter),and its representatives to bring such applications for municipal approvals as may be necessary for constructing or installing on the Premises such antennas,support structures,and related equipment as AT&T may require for the establishment of its public utility wireless telecommunication facility. As such,I will fully cooperate with AT&T and its agents in obtaining any required Approvals. By: � Sworn to before me this 3 / day of ' 04 �� , 2018 Patrick S. O'Rourke Notary Public State of New York No. OlOR6252092 NOTARY PUBLIC Qualified in Nassau County Commision Expires Dec. 5, 20 fi �. GPD Engineering and Architecture Professional Corporation Shore 2 Shore Wireless Kevin Fraleigh 5550 Merrick Rd Ste 302 520 South Main Street, Suite 2531 Massapequa, NY 11758-6238 Akron, OH 44311 (516) 557-2398 (330) 572-2191 kfraleigh@gpdgroup.com GPD#2018720.21 September 5, 2018 RIGOROUS STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: 48780 Site FA: 10107374 Site Name: EAST ORIENT POINT ANALYSIS CRITERIA: Codes: TIA-222-G, 2015 IBC&2016 NYSUC 136-mph Ultimate(3-second gust)with 0" ice 105-mph Nominal(3-second gust)with 0" ice 50-mph (3-second gust)with 0.75" ice SITE DATA: 40200 Main Road, Orient, NY 11957, Suffolk County Latitude 411 9' 9.9" N, Longitude 721 14' 38" W Market: NYC/NNJ 69'Valmont Stealth Monopole w/20' extension Mr. Matt Bartlett, GPD is pleased to submit this Rigorous Structural Analysis Report to determine the structural integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Tower Stress Level with Proposed Equipment: 57.2% Pass Foundation Ratio with Proposed Equipment: 24.3% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Shore 2 Shore Wireless. If you have any questions or need further assistance on this or any other projects, please do not hesitate to call. Respectfully submitted, ®¢ NE 40Q1AER -S-L• � Christopher]. Scheks, P.E. t� 0835�6 P as r-r 7 I rsff New York#: 093566-1 =s��6' '� r•tJ 3$��-cam? '+�ec r tY "s rN OF A'L+ICE"avn� 520 South Main Street Suite 2531 Akron,Ohio 44311 330-572-2100 Fax 330-572-2101 www.GPDGroup.com GPD Engineering and Architecture Professional Corporation 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 SUMMARY& RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T to Shore 2 Shore Wireless. This report was commissioned by Mr. Matt Bartlett of Shore 2 Shore Wireless. This analysis has been performed in accordance with the 2016 NYSUC based upon an ultimate 3-second gust wind speed of 136 mph converted to a nominal 3-second,gust wind speed of 105 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category D and Risk Category II were used in this analysis. Modifications by GPD (Project#: 2015723.01.48780.02, dated 9/5/2018), have been installed and were considered in this analysis. The proposed coax shall be run internal to the monopole in order for the analysis to be valid. TOWER SUMMARY AND RESULTS Member. Capacity -Results Monopole 33.7% Pass Flange Bolts 57.2% Pass Flange Plates 49.9% Pass Anchor Rods 45.1% Pass Base Plate 22.8% Pass Foundation 24.3% Pass ANALYSIS METHOD tnxTower (Version 8.0.4.1), a commercially available software program, was used to create a three-dimensional model of the tower and calculate primary member stresses for various dead, live, wind, and ice load cases. Selected output from the analysis is included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED Document Remarks Source RF Data Sheet RFDS Name: NYCEU1059 Rev. 1.00, updated 5/8/2018 Shore 2 Shore Tower Design Valmont Order#: 209586,dated 2/4/2014 AT&T Foundation Design Valmont DWG #: 209586FP,dated 2/4/2014 AT&T Geotechnical Report MC Project#: 07000808A-G151, dated 7/2 712010 AT&T Previous Structural Analysis GPD Project#: 2018723.01.48780.04, dated 1/29/2018 AT&T Modification Drawings GPD Project#: 2015723.01.48780.02,dated 2/26/2015 AT&T Post Modification Inspection GPD Project#: 2015707.44,dated 8/16/2017 AT&T 9/5/2018 Page 2 of 4 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID 48780 ASSUMPTIONS This rigorous structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower shaft sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable, are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to ±5' AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 11. All existing AT&T loading was obtained from previous structural analysis by GPD (Project #: 2018723.01.48780.04,dated 1/29/2018),the provided RFDS and site photos and is assumed to be accurate. 12. The proposed coax shall be run internal to the monopole in order for the analysis to be valid. If any of these assumptions are not valid or have been made in error,this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the tower. 9/5/2018 Page 3 of 4 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID 48780 DISCLAIMER OF WARRANTIES GPD has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition,twist free, and plumb. The engineering services rendered by GPD in connection with this Rigorous Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing tower standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time-domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any,that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the tower. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 9/5/2018 Page 4 of 4 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID 48780 APPENDIX A Tower Analysis Summary Form 9/5/2018 Tower Analysis Summary Form General Info Site Name EAST ORIENT POINT Th Site Number gg76D e information contained in this summary report is not to be used independently from the PE stamped tower analysts. FA Number 10107374 Date of Analysis 91512018 Company Performing Analysis GPD Tower Info Description Date Design Parameters Analysis Results(%Maximum Usage) Tower Type(G,SST,MP) MP Design Code Used TIA-222-G,2015 IBC&2016 Exishng/Reserved+Future+Proposed Condition Tower Height(top of steel AGL 69'w!20'extension NYSUC Tower(%) 33.7% Tower Manufacturer Valmont Location of Tower Count State Suffolk,NY Flange Bolt% 57.2% Tower Model n/a Basic Wind Speed(mph) 105 3-second gust)— Base % 45.1% Tower Design Valmont Order#:209586 2/4/2014 Ice Thickness(in) 0.75 Foundation(%) 24.3% Foundation Design Valmont DWG#209586FP 1 1/2 512 01 3 Structure Classification(I,II,III) II Fountlation Adequate? Yes Geotech Report MC Pro ect#070008DBA-G151 7/27/2010 Exposure Category(B,C,D) D Tower Mapping Not Provided N/A Topographic Category(1 to 5) 1 Previous Structural Analysis GPD Project#2018723 0148780 04 1/29/2018 Modification Drawings GPD Project#2015723.01.48780.02 2/26/2D15 Steel Yield Strength(ksi) Poie 46165 Modifications by GPD(Project#2015723.01A878D 02,dared 212612015),have Base Plate 150 been installed and were considered in this analysis. Anchor Rods 75 Existing!Reserved Loading _ - - _'Antenna Mount Transmission Line Antenna Owner Mount Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Height(ft) Inlernal/Extemal Venzon 87 87 3 Panel Amphenol CWWX063X25GOD 10212221342 Within Concealment Shroud 12 Unknown 7/8" Internal Venzon 87 87 6 Dr Iexer RFS FD9R600411C-3L Within Concealment Shroud T-Mobile 75 75 3 Panel RFS APXVFWW12X-C-NA20 3011501270 Within Concealment Shroud 18 Unknown 7/8" Internal T-Mobile 75 75 6 TMA Commscope ETT19V2S12UB Within Concealment Shroud AT&T Mobility 67 167 13 IPanel Commscope SBNHH-1D65A 0/1201240 1 lWithin Concealment Shroud f6 lUnknown 7l8" lintemal AT&TMobihty 67 167 16 Diplexer Commscope CBC78-DF-2X Within Concealment Shroud AT&TMobllit 67 57 3 Panel Commsco a DBXLH-6566A-R2M 0/1201240 I I- Within Concealment Shroud 6 Unknown 7/8" Infernal AT&T Mobility 157 J57 Is IDiplexer Commscope CBC78-DF-2X I lWithin Concealment Shroud Note(3)SBNHH-1 D65A panels,(6)CBC78-DF-2X diplexers at 67',(3)DBXLH-6565A-R2M panels,and(6)CBC78-DF-2X diplexers at 57'shail be removed pnorto the installation ofthe proposed loading All remaining existing/proposed loading shall remain Proposed Loading _ -Antenna - _ Mount Transmission Line Antenna Owner Mount Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Height(fl) InternaVExtemal AT&T Mobility 67 67 3 Panel Quintet QS8658-3 011201240 Within Stealth Shroud AT&T Mobility 67 67 6 Quad Iexer Commscope CBC782123-DS Within Stealth Shroud AT&T Mobility 57 67 3 Panel Quintet QS8658-3 01120/240 Within Stealth Shroud AT&TMobihty 57 57 6 Quadplexer Commscope CBC782123-DS I Within Stealth Shroud Note The proposed loading shall be in addition to the remaining existing/reserved loading Future Loading Antenna _ _ Mount Transmission Line Antenna Owner Mount Antenna CL(ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Height(fl) Internal/External 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX B tnxTower Output File 9/5/2018 Job Page MxTower 48780-EAST ORIENT POINT 1 of 4 GPD Project Date 520 South Main Street Suite 2531 2018720 21 09.14-13 09/05/18 Akron,Ohio 44311 Client Designed by Phone (555)555-1234 Shore 2 Shore Wireless FAX (555)555-1235 asimpton Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 105 mph. Structure Class H. Exposure Category D. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 'F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft fil/ft klf Calculation LDF5-50A(7/8 A No No Inside Pole 87 00-8 00 12 No Ice 000 0 000 FOAM) 1/2"Ice 000 0 000 P Ice 000 0 000 LDF5-50A(7/8 B No No Inside Pole 75 00-8 00 18 No Ice 000 0 000 FOAM) 1/2"Ice 000 0 000 1"Ice 000 0 000 LDF5-50A(7/8 C No No Inside Pole 57 00-8 00 6 No Ice 000 0 000 FOAM) 1/2"Ice 000 0 000 1"Ice 000 0 000 LDF5-50A(7/8 C No No Inside Pole 67 00-8 00 6 No Ice 000 0 000 FOAM) 1/2"Ice 000 0 000 1"Ice 000 0 000 Job Page • WxTower 48780-EAST ORIENT POINT 2 of 4 GPD Project Date 520 South Main Street Suite 2531 2018720 21 09.14:13 09/05/18 Akron,Ohio 44311 Client Designed by Phone (555)555-1234 Shore 2 Shore Wireless FAX (555)555-1235 asimpton Discrete Tower Loads Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 f ft, .ftl K ft ft CWWX063X25G00 w/ A From Leg 050 -18 000 8700 No Ice 000 000 007 Mount Pipe 0 000 1/2"Ice 000 000 0 15 0 000 1"Ice 000 000 025 CWWX063X25G00 w/ B From Leg 050 -18 000 8700 No Ice 000 000 007 Mount Pipe 0 000 1/2"Ice 000 000 0 15 0 000 1"Ice 000 000 025 CWWX063X25G00 w/ C From Leg 050 -18 000 8700 No Ice 000 000 007 Mount Pipe 0 000 1/2"Ice 000 000 0 15 0 000 1"Ice 000 000 025 (2)FD9R6004/1C-3L A From Leg 050 0 000 8700 No Ice 000 000 000 0 000 1/2"Ice 000 000 000 0 000 V Ice 000 000 001 (2)FD9R6004/IC-3L B From Leg 050 0 000 8700 No Ice 000 000 000 0 000 1/2"Ice 000 000 000 0 000 V Ice 000 000 001 (2)FD9R6004/IC-3L C From Leg 050 0 000 8700 No Ice 000 000 000 0 000 1/2"Ice 000 000 000 0 000 1"Ice 000 000 001 APXVFWWI2X-C-NA20 w/ A From Leg 050 30 000 7500 No Ice 000 000 006 Mount Pipe 0 000 1/2"Ice 000 000 Oil 0 000 1"Ice 000 000 0 17 APXVFWWI2X-C-NA20 w/ B From Leg 050 30 000 7500 No Ice 000 000 006 Mount Pipe 0 000 1/2"Ice 000 000 0 11 0 000 1"Ice 000 000 0 17 APXVFWWI2X-C-NA20 w/ C From Leg 050 30 000 7500 No Ice 000 000 006 Mount Pipe 0 000 1/2"Ice 000 000 0 11 0 000 V Ice 000 000 0 17 (2)ETT19V2S12UB A From Leg 050 0 000 7500 No Ice 000 000 0 01 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 003 (2)ETTI9V2S12UB B From Leg 050 0 000 7500 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 003 (2)ETT19V2S12UB C From Leg 050 0 000 7500 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 003 QS8658-3 w/Mount Pipe A From Leg 050 0 000 6700 No Ice 000 000 013 0 000 1/2"Ice 000 000 023 0 000 1"Ice 000 000 034 QS8658-3 w/Mount Pipe B From Leg 050 0 000 6700 No Ice 000 000 013 0 000 1/2"Ice 000 000 023 0 000 V Ice 000 000 034 QS8658-3 w/Mount Pipe C From Leg 050 0 000 6700 No Ice 000 000 013 0 000 1/2"Ice 000 000 023 0 000 1"Ice 000 000 034 (2)CBC782123-DS A From Leg 050 0 000 6700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 002 (2)CBC782123-DS B From Leg 050 0 000 6700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 002 (2)CBC782123-DS C From Leg 050 0 000 6700 No Ice 000 000 001 Job Page inxTower 48780-EAST ORIENT POINT 3 of 4 GPD Project Date 520 South Main Street Suite 2531 2018720 21 09.14.13 09/05/18 Akron,Ohio 44311 Client Designed by Phone. (555)555-1234 Shore 2 Shore Wireless FAX (555)555-1235 asimpton Description Face Offset Offsets A imuth Placement CAAA CAAA Weight or Type Horn Adjustment Front Side Leg Lateral Vert ft o ft ft, ft2 K ft ft 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 002 QS8658-3 w/Mount Pipe A From Leg 050 0 000 5700 No Ice 000 000 0 13 0 000 1/2"Ice 000 000 023 0 000 V Ice 000 000 034 QS8658-3 w/Mount Pipe B From Leg 050 0 000 5700 No Ice 000 000 0 13 0 000 1/2"Ice 000 000 023 0 000 1"Ice 000 000 034 QS8658-3 w/Mount Pipe C From Leg 050 0 000 5700 No Ice 000 000 0 13 0 000 1/2"Ice 000 000 023 0 000 1"Ice 000 000 034 (2)CBC782123-DS A From Leg 050 0 000 5700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 002 (2)CBC782123-DS B From Leg 050 0 000 5700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 002 (2)CBC782123-DS C From Leg 050 0 000 5700 No Ice 000 000 001 0 000 1/2"Ice 000 000 002 0 000 1"Ice 000 000 002 Canister Load C None 0 000 8900 No Ice 1900 1900 020 1/2"Ice 3900 3900 043 1"Ice 4000 4000 068 Canister Load2 C None 0 000 6900 No Ice 2850 2850 036 1/2"Ice 5850 5850 0 72 1"Ice 6000 6000 108 Canister Load3 C None 0 000 5900 No Ice 3800 3800 059 1/2"Ice 7800 7800 106 1"Ice 8000 8000 155 Canister Load4 C None 0 000� 2900 No Ice 28 50 2850 143 1/2"Ice 5850 5850 178 1"Ice 6000 6000 2 15 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov Deflection Tilt Twist Radius of Load Curvature ft Comb in ft 8900 Canister Load 1 42 44093 0 489 0 000 26224 8700 CWWX063X25G00 w/Mount Pipe 42 42036 0 486 0 000 26224 7500 APXVFWWI2X-C-NA20 w/Mount 42 30102 0 448 0 000 9366 Pipe 6900 Canister Load2 42 24728 0 408 0 000 6958 6700 QS8658-3 w/Mount Pipe 42 23071 0 390 0 000 6911 5900 Canister Load3 42 17121 0 306 0 000 7986 5700 QS8658-3 w/Mount Pipe 42 15789 0 285 0 000 8127 2900 Canister Load4 42 03234 0 095 0 000 8740 Job Page MxTower 48780-EAST ORIENT POINT 4 of 4 GPD Project Date 520 South Main Street Suite 2531 2018720.21 09.14:13 09/05/18 Akron,Ohio 44311 Client Designed by Phone (555)555-1234 Shore 2 Shore Wireless FAX (555)555-1235 asimpton Section Capacity Table Section Elevation Component Size Critical P oParmw % Pass No ft Type Element K K Capacity Fail Ll 89-69 Pole TP10 75x10 75x0 375 1 -1 87 46202 210 Pass L2 69-59 Pole TP10 75x10 75x0 5 2 -3 60 66657 325 Pass L3 59-29 Pole TP14 5x14 5x1 094 3 -11 03 190751 337 Pass 14 29-0 Pole TP38x38x0 25 4 -16 70 194121 32 1 Pass Summary ELC Existing/Pro posed Pole(L3) 337 Pass Rating= 337 Pass 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID.48780 APPENDIX C Tower Elevation Drawing 9/5/2018 89 0" DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Canister Loadl 89 Canister Load2 69 CWWX063X25G00 w/Mount Pipe 87 QS8658-3 w/Mount Pipe 67 CWWX063X25G00 w/Mount Pipe 87 (2)CBC782123-DS 67 00 o N (2)FD9R6004/IC-3L 87 (2)CBC782123-DS 67 (2)FD9R6004/IC-3L 87 (2)CBC782123-DS 67 (2)FD9R6004/1C-3L 87 QS8658-3 w/Mount Pipe 67 CWWX063X25G00w/Mount Pipe 87 QS8658-3 w/Mount Pipe 67 APXVFWWI2X-C-NA20 w/Mount 75 Canister Load3 59 Pipe (2)CBC782123-DS 57 v APXVFWWI2X-C-NA20 w/Mount 75 (2)CBC782123-DS 57 oy Pipe (2)CBC782123-DS 57 (2)ETT19V2S12UB 75 QS8658-3 w/Mount Pipe 57 69 0 ft (2)ETT19V2S12UB 75 QS8658-3 w/Mount Pipe 57 (2)ETT19V2S12U8 175 QS Pipe an 8658-3 w/Mount Pipe 57 APXVFWWI2X-C-NA20 w/Mount 75 Cister Load4 29 0 0 0 " o o MATERIAL STRENGTH GRADE FY Fu I GRADE I Fy Fu A53-13-42 142 ksi 163 ksi A572-65 165 ksi 180 ksi 59 0 ft A500-46 146 ksi 162 ksi TOWER DESIGN NOTES 1 Tower is located in Suffolk County,New York 2 Tower desiqned for Exposure D to the TIA-222-G Standard 3 Tower designed for a 105 mph basic wind in accordance with the TIA-222-G Standard 4 Tower is also designed for a 50 mph basic wind with 0 75 in ice Ice is considered to increase in thickness with height 5 Deflections are based upon a 60 mph wind 6 Tower Structure Class II 7 Topographic Category 1 with Crest Height of 0 00 ft 8. TOWER RATING 33 7% V ? V O Q 290ft ALL REACTIONS ARE FACTORED AXIAL 29 K o M < SHEAR::� MOMENT 3 K 147 kip-ft 50 mph WIND-0 7500 in ICE AXIAL 17K SHEA MOMENT lox 472 kip-ft ooft REACTIONS-105 mph WIND N — 1.2 rn n z m 3 GPD Job 48780-EAST ORIENT POINT 520 South Main Street Suite 2531 Protect 2018720.21 Akron, Ohio 44311 client Shore 2 Shore Wireless Drawn by asim to App'd Phone (555)555-1234 Code TIA-222-G I Date 09/05/18 Scale NTS FAX 555 555-1235 Path sore.m .1-1sm,asawe�ow 1.Fla seen Dw9No E-1 Feed Line Distribution Chart 0' -89, Round Flat App In Face App Out Face Truss Leg Face A Face B Face C 8900 8960 8700 8700 7500 7500 6900 6900 6700 6700 5900 59 c0 5700 5700 O C v o o 4 O (Q N aD A> FS W O Q w O LL � � C O LL LL 0 J v ,p Q LL 2900 O 2900 m 800 800 000 000 GPD ab 48780-EAST ORIENT POINT 520 South Main Street Suite 2531 Project 2018720.21 Akron, Ohio 44311 Chent Shore 2 Shore wtreles Drawn by aslfrt to Appd Phone.(555)555-1234 Code TIA-222-G D816 09/05/18 Iscale NTS FAX 555 555-1235 Path,are__1 asbfe_w,. ._ Pe I DwgNo E-7 Feed Line Plan Round Flat App In Face App Out Face (12)LDF5-50A(7/8 FOAM) (18)LDF5-50A(7/8 FOAM) (6)LDF5-50A(7/8 FOAM) (6)LDF5-517/8 FOAM) GPD Job 48780-EAST ORIENT POINT 520 South Main Street Suite 2531 Project 201872021 Akron, Ohio 44311 client Shore 2 Shore Wireles Drawn by asim to App'd Phone (555)555-1234 code TIA-222-G Date 09/05/18 scale NTS FAX 555 555-1235 Path ur„mrue-m- Dw9No E-7 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID.48780 APPENDIX D Anchor Rod & Base Plate Analysis 9/5/2018 Anchor Rod and Base Plate Stresses,TIA-222-G-1 48780-EAST ORIENT POINT ® GPD Job#:2018720.21 GPD GROUP Overturning Moment= 471 63 k*ft Axial Force= 167011 Acceptable Stress Shear Farce= 9 91 k Rat o= 105 0% Anchor Rods Base Plate (Section 4 9 9,TIA-222-G-1) Location= External Number of Rods= 8 Plate Strength(Fy)= 50 ksi ¢= 08 09 Rod Ultimate Strength(F)= 100 ksi Outside Diameter= 4933 in Base Plate Detail Type*_ , d Plate Thickness= 2 in Rod Circle= 4421 in wcalc= 22.59 in Rod Diameter= 175 in wmax= 2000 in Net Tensile Area= 190 in w= 20.00 in Max Tension on Rod= 61.87 kips Z= 20.00 in3 Max Compression on Rod= 6605 M = 205 07 k-in P°= 6605 (PM.= 900.00 k-in V°= 1. BP Capacity= 22.8% OK rI= 0. Pu+V )Q= 68. Pole WRnt= 152 Pole Diameter= 38 in Anchor Rod Capacity= 45.1% Number of Sides= 18 Thickness= 025 in *This analysis assumes the clear distance Pole Yield Strength= 65 ksi from the top of the concrete to the bottom of the leveling nut is less than the diameter of the anchor rod. Notify GPD Group immediately if existing field conditions do not meet this assumption. Stiffeners Configuration=I None GPD Round Base Plate Stress(Rev G)-VI 09 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID•48780 APPENDIX E Flange Bolts & Flange Plate Analysis 9/5/2018 FLANGE BOLT AND SPOKED FLANGE PLATE CALCULATIONS @ 29ft 48780-EAST ORIENT POINT GPD Job M 2018720.21 TNX Reactions Bolt Information Plate Information Moment(M) 224.90 k-ft Diameter: 1.25 in Diameter: 38.125 in Axial(P) 11.03 kips Net Tensile Area 0 969 in Thickness: 3.5 in Shear(V) 5.52 kips Bolt Circle: 28 in Fy 50 ksi #of Bolts 6 e, 5.5147 in Bolt Grade A490 w 5 in Fu I 150 ksi Flange Bolt Capacity: I=n((db/2)2/4+(BC)Z/8]= 588.59 in Tmax=(12(M)(BC/2)/I]-(P/n)= 6235 kips i�� _ u (W V_.=(V/n)= 0.920 ksi Fub= 150.000 kips q)Rnt=F.A 109.013 kips (�R 0 451`ubAb= 6213 kips / Adjusted cpR t 10900 Interaction Capacity 05720599 Bolt Capacity= 57 2%OK Flange Plate:(Spoke controls) Mp=T_x(e)= 34387 k-in \ S=w(tp')/6= 10.208 in' \ Z=(S)x15= 15.313 in3 M�=FyZ= 765 63 ksi Mp.11..=(W�= 689 0625 ksi noct co-a� CDC> Upper Plate Capacity=1 49 9%1 OK alotP nl—t., FLANGE BOLT AND SPOKED FLANGE PLATE CALCULATIONS @ 59ft 48780-EAST ORIENT POINT GPD Job#:2018720.21 TNX Reactions Bolt Information Plate Information Lower Plate Information Moment(M) '57.88 k-ft Diameter 1 in Diameter, 21 in Diameter: 21 in Axial(P) 3.601 kips Net Tensile Area 0.606 in Thickness: 2 in Thickness 1.5 in Shear(V) I3.18 kips Bolt Circle: 18 in Fy 50 ksi Fy: 50 ksi #of Bolts 6 e. 2 3998 in e: 1.047 in Bolt Grade A325N w: 5 in w: 5 in F� 120 ksi in 7.0625 in Flange Bolt Capacity: I=nI(db/2)2/4+(BC)2/81= 243.38 in T...=I12(M)(BC/2)/I]-(P/n)= 25.08 kips V =(V/n)= 0530 ksi V... . w Cin) F b= 120.000 kips / (�Rnt=F„bA°= 54.540 kips \ (�R°V 0.45F bAb= 31.81 kips / Adjusted(�R°t 5453 Interaction Capacity 0.459997990 Bolt Capacity= 46.0%OK ; f / Flange Plate:(Spoke controls) /91 Mp=Tmax(e)= 60.20 k-in S=w(tP2)/6= 3.333 in' Z=(S)x1.5= 5.000 in3 M =FyZ= 250 00 ksi Mpauow(�bMn= 225 ksi nots Clr.t� 00 Upper Plate Capacity= 26.8%OK PI°ce of°mPt°� Lower Flange Plate:(Plate controls) Mp=Cmax*(BC-inner radius)= 50.93 k-in S=w(tp2)/6= 2.818 in 3 Z=(S)x1 5= 4 23 ksi M�=FyZ= 21138 MPa11ow 4bMn 190.238625 ksi Lower Plate Capacity= 26.8%OK Existing Flange Connection @ 69' ®® 48780-EAST ORIENT POINT ®GPD GROUP GPD Project#:2018720.21 OT Moment= 2614 k'ft Axial= 1 87 kips Acceptable Stress Shear= 133 kips Ratio= 105 01 Flange Bolts Upper Flange Plate Upper8tiffeners #Bolts= 6 Location= External Configuration=I None Bolt Type= A325 Plate Strength(Fy)= 50 ksi Threads Included?= Yes Plate Tensile(F„)= 65 ksi Bolt Diameter= 0,875 in Plate Thickness= 1 25 in Bolt Circle= 1425 in Outer Diameter= 16 in fit= 075 ¢i= 09 ,= 075 wcalc= 935 in wmax= 1250 in Tension 8 Shear(TIA-222-G-1,Section 4 9 6) w= 935 in F„b= 120 ksi 2= 3 65 in' Ab= 060132 in2 M„= 2618 k-in A„= 0 462 in' �Mo= 1644283 k-in �Rm= 2435 kips UP Capacity= 159%OK �R.= 41.58 kips d R.(adjusted)= 4158 kips V„y= 022 kips T„b= 14 34 kips Prying Action Check N/A,lop flange thickness>to Max Comp on Boll= 14 96 kips Lower Flange Plate Lower Stiffeners Shear Capacity= 0 9% Location= External Configuration= None Tensile Capacity= 34 5% Plate Strength(Fy)= 50 ksi Interaction Capacity= 34 5% Plate Thickness= 125 in Bolt Capacity 345%OK Outer Diameter= 16 in wcalc= 935 in Pale Information wmax= 1250 in Shaft Diam(Upper)= 10 75 in w= 935 in Thickness(Upper)= 0 375 in Z= 365 ina #of Sides(Upper)= Round M. 26 18 k-in Fy(Upper)= 42 ksi .0%= 164 4283 k-in LP Capacity= 159%OK Shaft Diam(Lower)= 10 75 in Thickness(Lower)= 0 5 in #of Sides(Lower)=I Round Fy(Lower)=1 461 ksi GPD Flange Plate Sires lRev G)-V1 08 69'Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID 48780 APPENDIX F Foundation Analysis 9/5/2018 r t e Caisson Analysis 48780-EAST ORIENT POINT P ®GPD GROUP GPD Project#:2018720.21 / 1 `"^ v� General Info Sod Sym_mar, Re -FS=1.33 Z' ':'e .i•.MR HG Code 3 TIA-222-G Mu= 47163 k-ft Concrete Cade ACI 318-11 Mr= 2775 52 k-ft ='••' '�7�f't•*C? r�P.'�+- Seismic Design Category D FS= 588 s'��,r� � ,2Rtdi, Max Stress Ratio $ 105 Capacity 22 r+ .6% Pass " � %M L r�•,f Reinforcing Known? Yes P y -nr j� rl~ Modified? 7 No .nW� Y.rP��,c,i.v1 ,y t•T�7d �ic'o ti- iY ; •? �. W General Sail_ Reinforcing Summary Ground Water 100 ft epMn= 2181 61 k-ft s d' �• Soil Depth to Neglect 4 17�it Mu= 529 97 k-ft tr Yf: Min p= 000500 F_p,, � •;9fi .' ."J�7.rsti Reactions _ - Provided p= 000526 OK Ar i,'t,[5',^,', 'r"U4.."''0.M £ D Moment,M ( 471631 k-ft Capacity= 24 3% Pass }w^ „;C � >` Axial,P ' 16 70 k '' + P a�# �' L Shear,V 991�k t' •4'' .i,r � .y ,�; vy 'Pier Information Pier Diameter 55 ft Pier Length Below Grade 205 ft „� 1�} �•�•`� "f d Distance Above Grade { 0 5 ft ' ,X"g7:v� Vertical Bar Size ! #9 1, tir' tit;-'?+iw•j,c�`r ' Vertical Bar Quantity 18 Tie Size j #4 ft fc'_ { 3 ksi fy= I 60 ksi Diameter 9 Clear Cover= 4936 Hn Soil Info Layer Soil Type Thickness y,pd Cu,psf ¢ Kp Top of Layer Bot of Layer Layer 1 Sand 6 105 0 28 277 000 600 Layer 2 Sand 15 125 0 32 325 600 21.00 Layer 'Sand 1.00 2100 2100 Layer Sand 100 2100 2100 Layers Sand 100 2100 2100 Layer6 Sand 100 2100 2100 Layer Sand 100 2100 2100 Layer 8 Clay 0 DO 21 00 2100 Layer 9 Sand 100 1 2100 2100 Layer 10 Clay 000 1 2100 2100 GPD Caisson Analysis-VS 00 PROJECT INFORMATION o SCOPE of WORK ON CONCEALMENT POLE: (6) EXISTING ANTENNAS TO BE REMOVED AND REPLACED z WITH (6) NEW ANTENNAS. (12) EXISTING TMAs TO BE REMOVED REPLACED WITH o (12) NEW QUADPLEXERS. E AT GRADE: (6) EXISTING RRHs TO BE REMOVED AND REPLACED WITH (12) NEWat&t , n RRHs. (3) EXISTING DC2 BOXES TO REMAIN. INSTALL (1) NEW FIBER MANAGEMENT BOX AND (1) NEW DC12 BOX. INSTALL NEW EMERSON NETSURE 512 POWER PLANT 3 EQUIPMENT CABINET. / s` SITE ADDRESS KNIGHT STREET, PROPERTY OWNER M.G.H. ENTERPRISES INC. N SHOREHAM, NY 11786 ORIENT, NY 11957 SITE NUMBER NYCENY1059 FAQ 10107374 d U In LATITUDE N 40' 57' 10.80" (NAD83) CONTACT BOB HAASE (631) 323-2424 t LONGITUDE- W 72' 52' 59.27" (NAD83) SITE NAME: EAST ORIENT POINT 3 ELEVATION t0.0' AMSL (NAVD88) APPLICANT NEW CINGULAR WIRELESS PCS, LLC JURISDICTION— TOWN OF SOUTHOLD ONE AT&T WAY TAX I D.NUMBER SECTION: 15 BLOCK: 9 LOT: 8.1 BEDMINSTER, NJ 07921 LTE 3C WCS, 4C FI RSTN ET, 5C 850 On c ZONING DISTRICT MARINE 11 o STRUCTURAL REVIEW STATEMENT APPLICABLE BUILDING CODES AND STANDARDS CURRENT USE- WIRELESS TELECOMMUNICATIONS FACILITY EXISTING CONCEALMENT POLE HAS BEEN EVALUATED FOR REPLACEMENT/ADDITION OF ANTENNAS, COAX SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS NEW USE. WIRELESS TELECOMMUNICATIONS FACILITY CABLES & EQUIPMENT AND NO MODIFICATIONS TO THE CONCEALMENT POLE ARE REQUIRED. ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF OPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN E 2 RF DATA SHEET VICINITY MAP / DIRECTIONS THE DESIGN. o DATE ISSUED: TAKE GEORGE WASHINGTON BRIDGE TO CROSS BRONX EXPRESSWAY EAST. THROGS NECK BRIDGE TO THE SPECIFIC REQUIREMENT SHALL GOVERN: 2015 INTERNATIONAL BUILDING CODE OF THE STATE OF N.Y. OSS ISLAND WILLIAM FLOYD PNAY SOUTH ARKWAY UNTIL LONG THE END (STD 25A).EXPRESSWAY MAKE LEFT ON L.I.E. 25A AND PROCEED TO PROCEED RAN ALL ELECTRICAL COD E: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE DRAWING INDEX REV, ON (NEC) — 2008 C a r T-100.00 TE SHEET D RD. MAKE RIGHT ON RANDAL RD. AND PROCEED TO STOP SIGN (NORTH COUNTRY ROAD). MAKE A RIGHT ITL FIRE / LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — 2007, SECTION 609 AND o ¢ AND GO APPROX. 3/4 MI. TO REYNOLDS RD. TURN RIGHT ON REYNOLDS RD. TAKE NEXT LEFT ON n v A-100.00 SITE PLAN AND GENERAL NOTES D DUCHESS RD. AND THE NEXT RIGHT ONTO ROYAL WAY. PROCEED TO KNIGHT ST. AND MAKE A LEFT. FIRE CODE OF NEW YORK STATE — 2010 o PROCEED TO THE END OF KNIGHT ST. AND ACCESS SITE THROUGH GATE ON THE LEFT. SECURITY LEVEL LIGHTNING PROTECTION CODE: A-101.00 WEST ELEVATION AND ENLARGED EQUIPMENT PLAN D 1CONTACT—YOU MUST HAVE A SUFFOLK COUNTY ACCESS CARD TO BE ON THE PROPERTY. CALL SCWA AT [NFPA 780 — STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, LIGHTNING N A 102-00 ANTENNA INFORMATION AND PLUMBING RISER DIAGRAM D 631-665-2653 TO INFORM THEM YOU ARE ON SITE. v, PROTECTION CODE 20081. A-103.00 RRH DETAILS D s SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. y E ETE A-104.00 EQUIPMENT DETAILS D 5 AMERICAN INSTITUTEAMERICAN EOF STEEL CONSTRUCTION BUILDING 318, (AISC)CO MANUAL DE QOF STEELSCONSTRUUCTION. THIRTEENTH FOR STRUCTURAL EDITION. ANSI/TIA 222—G, 2005. STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES & ANTENNAS o m ;,aa INCLUDING — ADDENDUM 1, 222—G-1, DATED 2007, ADDENDUM 2, 222—G-2, DATED 2009, ADDENDUM 3, 0 `c s ° 222—G-3, DATED 2013 AND ADDENDUM 4, 222—G-4, DATED 2014. y m Orient Point County Park TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. m IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION. N en=Yx" Ode nt Point Ferry w9 Re ELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS. ANSI T1.311. FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION.o ° Eagle's Neck _ -� 'pv • S �-o B Man II Charters Paddllno Company - FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS Plum Island OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE - N1a1nRd Animal Dsease Center 1 v o I THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC E io _ REQUIREMENT SHALL GOVERN. C DETAIL n _ Onent by the Sea Rrs'autant i farina"/° Sej 0r E E n '�4 - °, cam, ; OO SCALE N.T S. A AREA OF U N WORK ` NEW YORK ONE—CALL PROCEDURES: CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE—CALL PROCEDURES BEFORE ANY o d EXCAVATION, DRILLING OR BORING. E ` 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD p `o THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. i 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS ~ o SITE QUALIFICATION PARTICIPANTS sj GIVECADEQUATE TRA RSMM ST ROVIDE THE IASDMUCH INFORMATION O OPERATORS TO N THE WORKSITE AS POSSIBLE TO THE m E E ONE CALL CENTER. cli TITLE NAME COMPANY NUMBER 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING A/E NEIL A. MACDONALD WILLIAM F. COLLINS, AIA ARCHITECTS, LLP (631) 689-8450 AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK—OUT CREWS. o ENGINEER — — — 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY CONSTRUCTION — RECOMMENDED THAT THE TICKET B WATE 10 WORKING DAYS IN ORDER E RF PHIL LICHTENBERGER AT&T TO MAINTAIN MAXIMUM PROECTI T�T�l1T�q ND UTILITIES. A (631) 424-3041 ,�� C� E t 5 NDER i v PROJECT INFORMATION. @cs ` PROJECT NO 1 v D 9/17/18 WUM MR n11NG ���� B WILLIAM F. COLLINS. AIA 9 MOBILE COMMUNICATIONS FACILITYA R C H I T E C T S. L L PEAST ORIENT POINT c B/13/IB REVSED I &� D e/9/IB RENSn) T/1/18l. RMSM RrReNiNu RnEwTITLE SHEET 12-1 I'ECIINOLOGY DRIVE SETALIKET.NY11733 40200 MAIN ROAD \ J VOICE: 631-689-8.150 Dr\rA: G:l-689.8459 ORIENT POINT, NY N0 °"M R iO"s ^P JOs NO sre NO SMEEf NUMBER UL SC I NO= DE9IGNED DRnwN s..eJ 0107374 NYCENY1059 T-100 00 7 r. �A PAGE I OF 6 6 5 4 1 3 2 -"—`"�l CFN=ST"T160•0�1 OWG 22 z 34 D SIZE OFF W E� Psc= rn NOTE -'vT' 1 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY c 1 PROPERTY LINES AND BUILDING FOOT PRINT SHOWN ARE c CONTRACTOR - BECHTEL APPROXIMATE. TAKEN FROM EXISTING TAX MAPS AND NOT BASED ON o g. SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) t DIRECT PROPERTY SURVEY Op o OWNER - NEW CINGULAR WIRELESS PCS, LLC (AT&T") 2 ANTENNA ORIENTATION /AZIMUTHS SHALL BE FIELD VERIFIED OEM - ORIGINAL EQUIPMENT MANUFACTURE 3 EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY 2 PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO Z 4 LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY AND MAY NOT m y FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN oc REFLECT FINALIILTE ANTENNA SPECIFICATIONS. AZIMUTHS,FTI CONTRACTOR LATEST DATA SHEET ON THE ETC / 5f- �Os• CONSTRUCTION DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF FOR 3 ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, E REGULATIONS,AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL m b LAWS, ORDINANCES, RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE n PERFORMANCE OF THE WORK ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND c UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS 3 � 4 DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY D v 5 UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS M Li S\OC1 O / 6 DELETED c m O \5 / 7 THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 3 �� QGP��l TM• � b • 21 8 IF THE SPECIFIEDEQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR �f SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE OWNER 9 SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING SUBCONTRACTOR SHALL UTILIZE EXISTING AT&T ELECTRIC CONDUITS TRENCHED UNDERGROUND FROM �'(VP r\O�pG� � a • dy; EXISTING CABLE TRAYS SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR ROUTING EXISTING AT&T ELECTRICAL METER AND DISCONNECT SUPPORT RACK p, '!J OF TRENCHING SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE TO EXISTING AT&T ELECTRIC PANEL MOUNTED ON EXISTING ELEVATED \c 0�0 EQUIPMENT PLATFORM 10 THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF � b F ;N� OWNER c .��' + a/ 11 SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL EXISTING 14'-0" HIGH X 6'-0" WIDE EASTERN RED m Tfu `� / m CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY ANTENNAS REMOVED SHALL BE RETURNED TO T 2 CEDARS 0 6'-0"0 C, TYP OF (9) ;��� m• m 1% 96 THE OWNER'S DESIGNATED LOCATION / g 12 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION + m EXISTING } t EXISTING AT&T EQUIPMENT CABINETS MOUNTED ON �" mm bo as1 MARINA 13 ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) •� EXISTING ELEVATED GALVANIZED STEEL PLATFORM '6 \ w .AR 301 m _ c Q $ur,, b 14 ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS '• ��•�.'f Y '� OTHERWISE SPECIFIED ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE ° EXISTING AT&T 90'-D" HIGH RF a� "r REQUIREMENTS •o F COMPATIBLE CONCEALMENT POLE ° Q 5d �• / 15 ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS O + m P -qt •�� s b / 16 CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION /+ SERVICES ti 17 SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK / ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED SUBCONTRACTOR 0 c a + SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH w Gov yQ' / CONSTRUCTION co 18 THE EXISTING CELL SITE 15 IN FULL COMMERCIAL OPERATION ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION ANY WORK ON EXISTING EQUIPMENT MUST BE E }/ // Cv���� COORDINATED WITH CONTRACTOR ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE d 00 q >� + �� QQ WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT U / C3 Q� 19 SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND S CAI., o �- j ,.,L HIGH LEVELSOF ELECTROMAGNETIC RADIATION EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY F WORK THAT COULD EXPOSE THE WORKERS TO DANGER PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE y .Oq �� G\ WORN TO ALERT OF ANY DANGEROUS IXPOSURE LEVELS co �f F OF py �a f j} �Q to 01 `EXISTING t boa MARINA +Ln [° Ln O• s r 1Q\i n 120 5. ry000 O- 4,. rj/ B o E2 a a a A G // PROPERTY LINE, TYP m m / b / m �+ C O eAti1 °` } c b d•�" EXISTING BOAT LAUNCH RAMP 0 c 348 41• ' U yC }, _ 00 • EXISTING BULKHEAD r } oj�l• ~ m EXISTING SHORE INE 7\ \ cn 0 0 � S3g•44•40,� E EXISTING BAY ENTRANCE N C , U m C t co 0' 10' 20' 40' ° PARTIAL SITE PLAN c GENE AI�OTES A L 1" = 20'-0" 1 SCALE. 1• a 20• NORTH 2 E SCALE D A v m PROJECT INFORMATION —CT NO F WILLIAM F. COLLINS, Al / ` NDE Mq set&t MOBILE COMMUNICATIONS FACILITY D 8/13/18 RIMS FOR R NG as u A R C H I T E C T S. L L P ���� = 8/I]/18 RE BS o / EAST ORIENT POINT B e/e/19 RENSEB BS N \ J/f dd SITE PLAN AND GENERAL NOTES e/1/IB ISSUED i00.PRFLYINARY REMEW m o 12-]TGCIl10LOGYllRIVE SLTAIJI�T.N1'11T3 40200 MAIN ROAD n` ,11�E a A VOICE: G31-G39 8450 DATA: Gil�S9 3459 No OeIE REViBiorvs Br o �11R 1 JO 0 SITE ND SHEET NUMBER 0 ORIENT POINT, NY f U swE.As NotEo DESIGNED ORnwN BY ) - sY" /7374 NYCENY1059 PAGE 20 OF00 D SIZE DFN=SIV[160,021 DWG 22 z 34 6 5 4 3 2 �l� C2694'd �� PSC= e_ rn c v c v 06 70'-0"t AGL L '^ 4F TO NEW RF COMPATIBLE MONOPOLE (EXTENDABLE TO 90'-0") p (6) EXISTING AT&T ANTENNAS TO BE REMOVED AND NOTE. Z 67'-0"t AGL REPLACED WITH (6) NEW ANTENNAS (6) EXISTING TWIN NO ADDITIONAL COAX/POWER/FIBER CABLES ARE NEEDED c RAD NEW AT&T ANTENNAS DIPLEXERS TO BE REMOVED AND REPLACED WITH (12) EXISTING MESA SPAN CABINET MOUNTED ON EXISTING o NEW EMERSON NETSURE 512 -48V DC POWER SYSTEM NEW QUADPLEXERS WITHIN EXISTING CONCEALMENT POLE AT&T ELEVATED GALVANIZED STEEL PLATFORM .y CABINET ATOP EXISTING AT&T EQUIPMENT PLATFORM E `m o. EXISTING 90'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT MONOPOLE EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA N SPAN CABINET ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT EXISTING AT&T TELCO AND ELECTRIC CONDUITS TRENCHED D PLATFORM TO EXISTING AT&T HANDRAIL MOUNTED TELCO PANEL UNDERGROUND FROM EXISTING UTILITY POLE #35 AND �+ EXISTING AT&T COAXIAL ANTENNA CABLES ROUTED WITHIN EXISTING AT&T ELECTRIC METER AND DISCONNECT TO 57'-0"t AGL RAD NEW AT&T ANTENNAS EXISTING AT&T MONOPOLE EXISTING AT&T TELCO AND ELECTRIC PANELS MOUNTED ON a EXISTING AT&T EQUIPMENT PLATFORM y (2) EXISTING PURCELL CABINETS STACKED EXISTING SBU y TO BE INSTALLED IN EXISTING PURCELL FLXI6WS CABINET EXISTING 400 SQ FT AT&T FENCED LEASE AREA t U m EXISTING AT&T LTE GPS UNIT MOUNTED TO EXISTING EQUIPMENT PLATFORM HANDRAIL 0 , 1 ,2ri/"7 (6) EXISTING AT&T RRHs AND (6) TWIN111)!\�) iflJ llt ll\ �r(J 1.., �rl �l\ jrlJ 1\�"� ��rlJ �l � J�rl/ 1 �1�.�) �y DIPLEXERS TO BE REMOVED AND REPLACED ( ����1 �L (j/J��CI (�J��CI (�����Ll���fir) EXISTIDUNNG AT&T EQUIPMENT CABINETS c QUADPLEWITH XER MOUNTED NEW RRHs NON(UNISTRUT X-x x x x x x-x Y- ���NEW / GALVANIZED STEEL MISTING ELEVATED PLATF RM.TYP p SECURED TO EXISTING AT&T ANTENNA CABLE (1) EXISTING AT&T LTE GPS UNIT MOUNTED TO EXISTING SUPPORT RACK FRAME Jf r�1 m v EQUIPMENT PLATFORM HANDRAIL BEYOND SPAN onsalL116 o EXISTING AT&T TELCO AND POWER x I CABINET % x <-rl/ J`1�•\) n d EXISTING AT&T MESA SPAN CABINET MOUNTED PANELS MOUNTED TO EXISTING �cr (/i JI/3L\ is '� ON EXISTING GALVANIZED STEEL ELEVATED PLATFORM HANDRAIL E EQUIPMENT PLATFORM BEYOND I (�•'1( �r/1J� 0 x L� (6) EXISTING AT&T RRHs AND (6) t 1 EXISTING AT&T E911 GPS UNIT MOUNTED TO •� EXISTING CABLE ICE BRIDGE POST x "�EXISTING 90'-0" HIGH AT&T RF v TWIN DIPLEXERS TO BE REMOVED AND - COMPATIBLE CONCEALMENT MONOPOLE 2� r�1\ REPLACED WITH (12) NEW RRHs AND E Q EXISTING AT&T ELEVATED CABLE ICE BRIDGE BATTERY BATTERY I tJ �) (12) NEW QUADPLEXERS MOUNTED ON x UMTS 24 VDC �/ �L UNISTRUT EXTEND EXISTING H-FRAME CABINET CABINET CABINET (��)/7\ RACK AS REQUIRED r (9) EXISTING 14'-0- HIGH X 6'-0" WIDE EASTERN EXISTING AT&T ANTENNA CABLE SUPPORT EXISTINGMONOPOLE " I x (\�� 1j"i p Q RED CEDARS ® 6'-0"0 C BEYOND RACK FOUNDATION v W DC12 I `-i- m 14'-0"t AGL EXISTING AT&T OUTDOOR EQUIPMENT \ RR RR RR R RR R RR R RR R RR FMB ---r'��- `�� ,�,� p Lj TO EXISTING SHRUBS BEYOND a CABINETS MOUNTED ON EXISTING (�J,�`" GALVANIZED STEEL ELEVATED PLATFORM A A 4 A 11 A O C ♦. % X-x % x % x % X �lL f) 13'-0"t AGL (� v T 0 EXISTING FENCE AND T O EXISTING EXISTING AT&T 13'-D" HIGH CHAIN LINK EXISTING AT&T ANTENNA CABLE l�" •c UPPER ICE BRIDGE ¢ FENCE WITH 4'-C" LOCKABLE GATE SUPPORT RACK FRAME v � (6) EXISTING AT&T ANTENNAS w E TO BE REMOVED AND EXISTING AT&T COAXIAL ANTENNA CABLES '-ice E 12'-5"t AGL REPLACED WITH (2) NEW ROUTED THROUGH EXISTING ELEVATED ICE f_J \�`" a U TO E%ISTING AT&T EQUIPMENT CABINET ANTENNAS (6) EXISTING TWIN BRIDGE TO EXISTING MONOPOLE r(�/�/�L�`� p TRIPLEXERS TO BE REMOVED T BOX AND o t ¢ AND REPLACED WITH (12) DC112 FIBER (STACKED)NMOUNTED TO c ctvzx i EXISTING GALVANIZED STEEL ELEVATED NEW QUADPLEXERS WITHIN EXISTING UNISTRUT EXTEND EXISTING L. p 9'-5"3 AGL QUIPMENT PLATFORM EXISTING CONCEALMENT POLE m T O EXISTING LOWER ICE BRIDGE H-FRAME AS REQUIRED r d EXISTING 13'-0" HIGH CHAIN LINK FENCE a] EXISTING AT&T E911 GPS UNIT MOUNTED y 5'-3"t AGL 13'-3"t AMSL lk ISTING CONCRETE PIER, TYP OF (6) TO EXISTING CABLE ICE BRIDGE POST WITH 4'-0" LOCKABLE GATE AND GREEN r T O EXSITING AT&T EQUIPMENT PLATFORM L TIONS PERMAHEDGE' PRIVACY SLATS M EXISTING AT&T EMERGENCY GENERATOR RECEPTACLE EXISTING AT&T ELEVATED ICE BRIDGE p MOUNTED TO SIDE OF POWER PANEL (9) EXISTING 14'-0" HIGH X 6'-0' WIDE EASTERN RED Z. 4'-0"t AGL (12'-0"t AMSL) 3'-10"t AGL 11'-10"f AMSL CEDARS ® 6'-0"O C m c� B O EXISTING AT&T EQUIPMENT PLATFORM T O NEW CONCRETE PIER (FLOOD LEVEL) T CL c ~ o. o 0 m c a GRADE E I I I I I p. EXISTING MONOPOLE FOUNDATION I I I I I I I I I I I I I I I uc1 I I I T-T-T-T---�-T�T-T-T c E EXISTING AT&T GALVANIZED STEEL DUNNAGE I I I E E E -E E -E I-r E -E -E 'po o RAILING AND STAIR I I I I I I 3 D I I I I I I I m E L-_J L-- c NOTE NOTE. c EXISTING 24V RECTIFIERS 5 1 REMOVE 24V-T048V CONVERTER UNIT AND TRANSFER ALL 48V LOADS TO A NEW 48VDC EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA SPAN CABINET REQUIRED 24V RECTIFIERS 4 EMERSON NETSURE 512 POWER PLANT INSTALL RECTIFIER AC FEEDS AND BREAKERS TO y ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT PLATFORM TO EXISTING EXISTING 48V RECTIFIERS 0 EXISTING BREAKER PANEL ITS ACCEPTABLE TO REPURPOSE UNUSED 24VDC RECTIFIER CIRCUIT cpi AT&T HANDRAIL MOUNTED TELCO PANEL REQUIRED 48V RECTIFIERS 7 POSITIONS SIX(6)NEW RECTIFIER DROPS NEEDED FOR THE 4BVDCPP m c EXISTING 24V CONVERTERS 4 L REQUIRED 24V CONVERTERS 0 2 INSTALL(C INET48VDCI RECTIFIERS AND PER 48-TO-24V CONVERTERS ~ m EXISTING 48V CONVERTERS 0 3 BATTERY CABINET IS NOT REQUIRED PER AT&T SPC TOOL(3)48V i80AH BATTERY STRINGS EXISTING AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM WILL PROVIDE 4+HOURS OF RESERVE TIME ao E REQUIRED 48V CONVERTERS 0 o `o EXISTING UTILIN POLE #35 TO EXISTING MESA SPAN CABINET 4 TURN OFF(1)EXISTING 24VDC RECTIFIER FOR A TOTAL OF(4)24VDC RECTIFIERS(N+1)ON N 5 y EXISTING AT&T ELECTRICAL CONDUITS TRENCHED UNDERGROUND FROM EXISTING AT&T METER AND DISCONNECT SUPPORT RACK TO EXISTING AT&T ELECTRIC PANEL MOUNTED TO Yi 0 EXISTING ELEVATED EQUIPMENT PLATFORM HANDRAIL o = 0' 4' 8' 0' 4' 8' WEST ELEVATION „4.=,,_D. ENLARGE_D EQUIPMENT PLAN -� "=,._D. A E •� SCALE: 1/4--l'-0 2 SCALE: 1/4'-1'-1 EE t PROJECT INFORMATION. tl C aECT NO at&t L _ D 9/17/18 B/I]/I8 a IEEO FOR RUYG � t , Y W I L L I A M F. COLLINS. A I A MOBILE COMMUNICATIONS FACILITY G ��� - �718 m A R C H I T E C T S. L L P ���� .� � EAST ORIENT POINT a e/e/ia aEvlscG es I tY WEST ELEVATION AND '0 12-1TECIINOLOGYDRI\•� SETAL�T.NYIlr3 a/ve ��ED FOR PaEUYiNMYREVEW es I j4 „� ENLARGED EQUIPMENT PLAN 4RIEN MAIN ROAD No wE aEv siGxs g 1t1 J0B 0 SITE NO SHEEP NUMBER 0013 VOICE: 611639-8450 DATA: CulGA98459 ORIENT POINT, NY A-10100 U suEE.ws Norm oESICNEG oRnwa S�'(}1 374 NYCENYI 059 PAGE 3 OF 6 6 5 4 ? 3 2 -9� 026946 y oFN=m[160,027 DWG 22 z 34 D SIZE PSC= 0 F t � rn c III 111 a Top Bottom t LTE 7DQ;85Qj191D1ijAVWSjlV(S UMM 8581 LTE 700(DIE)/1TEL4S TOP CAP, BY OTHERS Z yC N ANTENNA MOUNTING TEN] -- - ti9CQtA5S !i�TCS- -7C�] --- EaI} Si9D1frA1z�S:6"lC.�s BRACKETS BY OTHERS, TYP DETAIL B fliuFfflu r� ANTENNA MOUNTING BRACKETS BULKHEAD, BY OTHERS y TO BE PLACED AS NEEDED ANTENNA MOUIG �, I RET RET p, BRACKETS BYOTHERS,TYPm5" 0 D, MAST ANTENNA MOUNTING BRACKETS BY OTHERS, TYP SPIDER FLANGE BY OTHERSC 'ad l2 L ham- •T>9 Ao :]6 lY- 7+CE rzANTENNA MOUBRACKETS TO a PLACED AS NEEDED DETAL•ANTENNA WIIMRNO PLATES O� Ictf / SCALE NTH m 7 T y COAX CABLES m D RPT c ¢ 7 .° �A Control C c°3 ® Cattle o < RET v AETAL V MOUNTM PLATE cmt-01 m SCALE NLTa Cga1e O U -0 C 4) O C U � ' N T POLE WEIGHTS ARE APPROXIMATE AND ONLY INCLUDE THET�'rr WEIGHT OF THE STEEL POLE THEY DO NOT REFLECT THE — — — — — — — — — — — — — — E WEIGHr WITH ANTENNAS AND GABLES. 0 2.PRIOR TO FABRICATION OF THE MATING FLANGE,VERIFY WITH � G-ouOG MANUFACTURERS ITS DIAMETER AND THICKNESS. °' �a�ncls a:U�cT�=1 �d4ieaer14R ANTENNA MANUFACTURER QUIMEL QUADPLEXER MANUFACTURER COMMSCOPEMODEL NO. OS6658-3 MODEL CBC782123-DS QUADPLEXER m WEIGHT. 55 0 LBS WEIGHT 13 0 LBS ° ON D BOTTOM VIEW 2 44• d E 2 'c 9 I I B o O o zi2t'Bi4i Qw 9111 g37,?Rasl 11PC�Rfl2l c ,-c1 .lac- d'"J'Oc tRil,t(vt , E c E SIDE VIEW FRONT VIEW _ _ _ - i Ei]er zL9Ok o I C C c 'O TOP VIEW 8 c 20.5 E 9 '��` P11air� P�itier'y c y u b {B�eandJ ftc� b •� Unit =l m E N c FRONT VIEW SIDE VIEW TOP VIEWiS1,9926y -��' F ss� c Y LMl7"A.0 1TE O ° ANTENNA INFORMATION A C t E .� SCALE: 3/4'm1'-0' �< D E t O - v PROJECT INFORMATION w r W I L L I A M F. COLLINS. A I A D 9/17/18 1541ED FOR FlpNG as m P�� Q 1 at8tt MOBILE COMMUNICATIONS FACILITY A R C H I T E C T S, L L P } � °/"/'° "�°m BG TN '' m ea ` B 8/9/18 RE SED Bs TY NNe d NTENNA INFORMATION AND o � EAST ORIENT POINT �" l; PLUMBING RISER DIAGRAM d 8/I/19 6 W FOR PREu 1—RWM Bs T. N ` I I - m '0 12-1 MCI DRIVE SATA: 63 8 11733 40200 MAIN ROAD �� No ue REv— er eN. o \ Ii° ' r SITE No SHEET NUMBER n VOICE: 631-689-8450 DATA: G31 GS98d59 ORIENT POINT, NY � L.1 sw[.As NOTED DEsicrvm oRnwN Br Bs° t }� 1 1� 7 NYCENY1059 PACE 4A-10 00 PAGE 4 OF 6 6 5 4 1 3 2 �02oFN=sTv[16a,as7 owc 22 z 34 D SIZE PSC= L WIDTH L N L O Z O o WIDTH o W O H O n (3) EXISTING DC2 BOXES w O = c SECURED TO EXISTING UNISTRUT RACK— ACK -- x o e C7 o °ee 3 /ice `�\\ o x ee / \ FRONT VIEW m I \ SIZE AND WEIGHT TABLE 1 1\ NOTES: RRH WIDTH DEPTH HEIGHT WEIGHT W/0 BRACIO 3 I\ 1. USE 1/2-CONML GABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS RRH 4T4R B5 NOW AHCA \ 1 \ 2 THE RRH CAN BE MOUNTED IN FOLLOWING STANDARD CONFIGURATIONS: (WITH SOLAR SHIELD) _ \ / \ POLE-MOUNTED(USING MANUFACTURER RECOMMENDED APPLICATIONS) RRH 4T4R B5 16OW AHG 11.6' 6.5' 133• 35.2 LBS. \ / \ SMALL POLE MOUNT KIT(2--6'DIAMETER) (WITHOUT SOLAR SHIELD) LARGE POLE MOUNT KIT(6•- 15•DIAMETER) \ WALL-MOUNTED(DIRECTLY OR INDIRECTLY USING A UNISTRUT SYSTEM) NOTE (6)) EXISTING RRHs TO BE REMOVED AND REPLACED WITH \ (12 NEW RRHs MOUNTED TO EXISTING UNISTRUT RACK 1. USE 1/2.ODWAL.CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS SIZE AND WEIGHT TABLE WEIGRRH WIDTH DEPTH HEIGHT 8 �0 MOUNTING OS \ \ (6) EXISTING TWIN DIPLEXERS TO BE REMOVED AND Z \ \ REPLACED WITH (12) NEW QUADPLEXERS MOUNTED TO RRH B25 RRH 4X30-4R m \ \ EXISTING UNISTRUT RACK EXISTING P1000 UNISTRUT 120• 7.2' 212• 5JIhs. E y \ \ TO BE EXTENDED (WITH SOLAR SHIELD) \ \ N \ c c c Q \ O DC12 a �CZ DC i 7�C2 O O O O oa \ \ 2 B25 RRH DETAIL 4 B5 850 RRH DETAIL 0 0 0 SCALE: 1'=l'-0• 3 Si- CAL ,'=,'—o• O O V C WIDTH O c V O G O L WIDTH L p E E o FMB o RRH RRH RRH RRH i)_{RI RRH RRH RRH RRH RRH RRH RRH d o U o - m o t o 0 C U OD GROUND BAR d c� t y (12•MIN.X2k1/41 0 = x n V, ALcAra-LDOENT B12 ,4 mo DUAL RRH 2 LTE ENOTE RADIO HEAD 2 N OT U N � 2 0 B n U c � o .- m N NEW FIBER MANAGEMENT BOX AND EXISTING ELEVATED AT&T DUNNAGE PLATFORM FRONT w OC12 BOX (STACKED) MOUNTED TO ,Q a EXISTING UNISTRUT EXTEND EXISTING H-FRAME AS REQUIRED RRH VIEW ALG RE?J TETE RAOIFAO(RRH7 m SIZE AND WEIGHT TABLE c E RRH WIDTH DEPTH HEIGHT WEIGHT W/0 BRACKET w o RRH 812/814 DAUL RRH _ _ _ _ HEIGHT W/O CABLE WEIGHT w (WITH SOUR SHIELD) RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET 5 NOTES RRH B1 14 DUN.RRH 15.4• 9.4• 28.7' 101 LES. RRH (WCS) (WITHOUT SOLAR SHIELD) 12' 8.7• 31.5• 70 LEIS 'c' v 1 SUBCONTRACTOR SHALL SUPPLY AND INSTALL UNISTRUT(OR EQUIVALENT) MOUNTING CHANNELS 4X25-4R c 2 SUBCONTRACTOR SHALL SUPPLY (BUT NOT INSTALL) 3/8- 0 UNISTRUT BOLTING HARDWARE AND NOTE: E SPRING NUTS TYPICAL OF FOUR PER RRH SUBCONTRACTOR SHALL BAG THE BOLTING HARDWARE 1. USE 1/2•COAXIAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS. AND HANG FROM INSTALLED UNISTRUT FRAME — U w oc 3 SPACING MAY VARY BASED ON SELECTED EQUIPMENT ADJUSTMENTS TO SPACING WILL BE MADE l= - � BY RRH INSTALLER E 4 THE BOX MAY BE MOUNTED DIRECTLY BEHIND THE RRH'S IF SPACE IS AVAILABLE N C 5 NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED C L C O c EQUIPMENT RACK DETAILS 4 B12 B14 DUAL RRH DETAIL WCS RRH DETAIL A 1 SCALE' 3/4•= 1'-0• SCALE: ,•_,-0' 0' E E t C ECT NO U PROJECT INFORMATION O 1 1 718 8t&t W I L L I A M E COLLINS, A I A MOBILE COMMUNICATIONS FACILITY D 9/O/IB SS E➢FOR FlpNG es Y ` I A R C H I T E C T S. L L P � �� ` R/u/s Re . es N O Q EAST ORIENT POINT a e/e/le RensEn es TY - •� RRH MOUNTING DETAILS AND I EQUIPMENT DETAILS t j T A 8/1/16 ISSUED FOR PREDNINAiM REVIEW e5 TY G1 -'I N A rn o 12-1 TECIItOLOGYDRIVE SETALg7 ET NY 1173. 40200 MAIN ROAD 11; No Dui[ R—IONS ev NX B 0 SITE NO SHEET NUMBER CL m VOICE: G"at-G8984:0 DATA: G3IG898459 ORIENT POINT, NY �� A-10300 a V r Sc us NOTED DESIGNED OMWN a ?, 374 NYCENY1059 PAGE 5 OF 6 OZ �4 DFN=SIV[160,021 DWG 22 a 34 D SIZE 6 5 4 3 2 �'� 1 OF PSC= at rn C t AT&T No.NE0.15917 _ { 62.90' TEMICAIL SPECIFICATIONS Z \ MINAL S1SYSTEMVOLTAGE -48VDC OR CO V(ACU+) ffdi y ` RATED OUTPUT CAPACITY-MAMMUM CONFIGURATION -- SYSTEM 550 AMPS AT-48VDC PLUS REDUNDANCY _ n I RECTIFIER �WATIS AMPS AT(412�VDC PL115 REDUNDANCY `ti. ', •�`�`-- - -`�./�%� I CONVERTER 12DO WATTS(50A),-48VDC TO+24VDC - c1 DISTRIBUTION PANEL(TOP) WIRED FOR(16)+24V AND(13)-48V BULLET POSITIONS D 3 (BOTTOM) (30)-4BV BULLET POSITIONS , n /lYRENVIRONMENTAL OPERATING TEMPERATURE -40•F TO 116F(-417C TO 46C)CONTINUOUS OPERATION y / HUMIDITY Ox TO 95X RELATIVE HUMIDITY,NON-CONDENSING y NENA ENCLOSURE 3R THERMAL SOLUTIONS a0i ice/ 41 See illustration to identify En �i POWER CHAMBER 2500 WATT DOOR-MOUNTED HEAT EXCHANGER 1 •', 2RU AVAILABLE SPACE FOR SURGE PROTECTION E>;BBN?Pori - 0 TOP MEW BATTERY CHAMBER FAN COOLED,FRESH AIR VENTILATION. Assambty Defmhlons �' - HOLDS UP TO(3)BATTERY STRINGS Cr. 3 39.02' 31.81' f GROUND BAR10 POSITIONS •�""'�""^^"^'""". n ' ' TERM BLOCK 12-POSMON PHOENIX ALARM BLOCK, , d t ! 32-POSITION PHOENIX HARM BUNCHING BLOCK t 3 00, SSFEOC DC POWER SYSTEM UL 1801 LISTED(US R CAM",NEHS LEVEL 31 �' i`-�° •� J-�` SURE GR-487,UL 60950,AND SEISMIC ZONE 4 COMPLAINT1L. �y - >, OUTDOOR NetSuren 512 B1616e(W/O BATTERIES) 21 GOndUII 21 Gondua m • • 23NI6s(W/GNB]BATTERIES) Ground Ground a 2 PLINTH TBD 6 0 t t CT ENANKc _ E °1 I ' FRONT 36• y o L o LEFT AND RIGHT 0' Note. ,/ I �. to REAR 12' Optional glands and insens CI 6- 5 ¢ ^ are included in shipped with thaardv�N3ra lit 1k1, 8-2v t t 1750- DGT2-48-60-0-25E. ``.. , ' ""' i (' C ,s 7.14' 3.50' wo(8 TYP) '. -; ,.D.(8 TYP) pp ° � C y vi CVP Definitions 0 9 a4 ,•3 � 42 N ll}7 SIDE MEW o FRONT MEW H E ° E ?usT an of ro mnaDm txp oU ffi 11?rnOdWB cmrwCbn .. °1 4.46' M64' t EMERSON NETSURF 512 n 1 31.7T 48V D_ 0 1'-0•C POWER SYSTEM MOUNTING TEMPLATE 01 3 TWC3 amim-Dasy CD3Ir SCALE: 4 � a 1 / rflEn zN112 nodules ae parsrcd m m 2•N t9LL'L`aba �' '`. \ On 0 p,O �1' ' �u.Sb 1,--d0AMC O n 0 M1:rr>4'tr I a )a" 4 E o � O o0 C - - �' RnSE"HERDER �2'mEldnNi L Grtuld Cwm fiauu � 10 a�-ass.w a W..s �asYnnollrsrrnaamnaptar v E , ` 7 Cmilmam c 0 0 I $ "0 eo O O o0 •�. H I REKvS2an la mo mIDare o;-POADiti C ®e^ EC7i21I1'�E+3[V11o;'vvSy 0 N '� Q Ctt"aN•a^1tp IRd361nb acTlVAiE U C E O O as6i±rrr�y a•>Tv?us FaAFYE-0 rain rr: 49 0 U N C .E 8 FRONT MEW SIDE VIEW n6 E FB-15-ABOL FMB o � N C_ U y N N 0 N O � ° 2 3 FIBER MANAGEMENT BOX DC12 DETAILS --------- A C L E SCALE. ,• i'-0' SCALE. 1' m 1•-O- r E `fit v m PROJECT INFORMATION. 1 �QN0 R ELT Na G mF WILLIAM F. COLLINS, AIA c R/onR ssum FOR n"` BB P�� p t 718 8t&t A R C H I T E C T S, L L P MOBILE COMMUNICATIONS FACILITY 8113118 RMM BS o ` EAST ORIENT POINT �� � B B/R/18 REV5ED BS Y N a/t/ie issued FOR rRal,uRnRr REHEw es >:� E EQUIPMENT DETAILS o' 12-1 TECIIVOLOGYDRI\E SECAIJk7sT, IY I1Ta3 40200 MAIN ROAD c are REvso"s Br pI r{' 309, o SITE No SHEET NUMBER C On VOICE: 631-6R9-8450 DATA: 01-689.8459 ORIENT POINT, NY �r ,/ w yr A-104.00 swc.ws Roan oeslexEs oRnwr+Br 01 374 NYCENY1059 PAGE 6 OF 6 OFN=s1V[160,021 DWG 22 z 34 D SIZE 6 5 4 3 2 �� �26944 O PSC= F �F NE� y .P 3l PROJECT INFORMATION a SCOPE OF WORK ON CONCEALMENT POLE: (6) EXISTING ANTENNAS TO BE REMOVED AND REPLACED =i z WITH (6) NEW ANTENNAS. (12) EXISTING TMAs TO BE REMOVED REPLACED WITH a (12) NEW QUADPLEXERS. N 7 E AT GRADE: (6) EXISTING RRHs TO BE REMOVED AND REPLACED WITH (12) NEWat&t ,.� •.u, ' a RRHs. (3) EXISTING DC2 BOXES TO REMAIN. INSTALL (1) NEW FIBER MANAGEMENT BOX AND (1) NEW DC12 BOX. INSTALL NEW EMERSON NETSURE 512 POWER PLANT 3 EQUIPMENT CABINET. D 9 SITE ADDRESS KNIGHT STREET, PROPERTY OWNER M.G.H. ENTERPRISES INC. N SHOREHAM, NY 11786 ORIENT, NY 11957 IS m LATITUDE N 40' S7' 10.80" (NAD83) CONTACT BOB HAASE (631) 323-2424 SITE NUMBER: NYCENY1059 FA: 10107374 t LONGITUDE W 72' 52' 59.27" (NAD83) SITE NAME: EAST ORIENT POINT 3 ELEVATION f0.0' AMSL (NAVD88) APPLICANT NEW CINGULAR WIRELESS PCS, LLC JURISDICTION TOWN OF SOUTHOLD ONE AT&T AT&T WAY TAX ID NUMBER SECTION: 15 BLOCK: 9 LOT: 8.1 BEDMINSTER, NJ 07921 LTE 3C WCS, 4C FIRSTNET, 5C 850 ° m o ZONING DISTRICT MARINE II STRUCTURAL REVIEW STATEMENT APPLICABLE BUILDING CODES AND STANDARDS T CURRENT USE WIRELESS TELECOMMUNICATIONS FACILITY m EXISTING CONCEALMENT POLE HAS BEEN EVALUATED FOR REPLACEMENT/ADDITION OF ANTENNAS, COAX SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS NEW USE WIRELESS TELECOMMUNICATIONS FACILITY CABLES & EQUIPMENT AND NO MODIFICATIONS TO THE CONCEALMENT POLE ARE REQUIRED. ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF E 2 RF DATA SHEET VICINITY MAP / DIRECTIONS TTHE AHJ HE DESIGNOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN O N DATE ISSUED: TAKE GEORGE WASHINGTON BRIDGE TO CROSS BRONX EXPRESSWAY EAST. THROGS NECK BRIDGE TO THE SPECIFIC REQUIREMENT SHALL GOVERN: 2015 INTERNATIONAL BUILDING CODE OF THE STATE OF N.Y. a DRAWING INDEX REV• ON SS WILLIAMND PARKWAY SOUTH TO LONG FLOYD PARKWAY UNTIL THE END (STD 5A)MAKE L EXPRESSWAY EFT ON 125A AND(PROCEED PROCEED RANDAL NORTH ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE (NEC) — 2008 C v F T-100.00 TITLE SHEET D RD. MAKE RIGHT ON RANDAL RD. AND PROCEED TO STOP SIGN (NORTH COUNTRY ROAD). MAKE A RIGHT FIRE / LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — 2007, SECTION 609 AND o ¢ AND GO APPROX. 3/4 MI. TO REYNOLDS RD. TURN RIGHT ON REYNOLDS RD. TAKE NEXT LEFT ON d A-100.00 SITE PLAN AND GENERAL NOTES D DUCHESS RD. AND'THE NEXT RIGHT ONTO ROYAL WAY. PROCEED TO KNIGHT ST. AND MAKE A LEFT. FIRE CODE OF NEW YORK STATE — 2010 ° PROCEED TO THE END OF KNIGHT ST. AND ACCESS SITE THROUGH GATE ON THE LEFT. SECURITY LEVEL LIGHTNING PROTECTION CODE: ° C A-101.00 WEST ELEVATION AND ENLARGM EQUIPMENT PLAN D 1OONTACT—YOU MUST HAVE A SUFFOLK COUNTY ACCESS CARD TO BE ON THE PROPERTY. CALL SCWA AT NFPA 780 — STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, LIGHTNING o A-102.00 ANTENNA INFORMATION AND PLUMBING RISER DIAGRAM D 631-665-2653 TO INFORM THEM YOU ARE ON SITE. PROTECTION CODE 20081. M_ A-103.00 RRH DETAILS D ` SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. 9 ° A-104.00 EQUIPMENT DETAILS D AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE E s AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, THIRTEENTH EDITION 0 ANSI/AA 222—G, 2005, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES & ANTENNAS a v xD INCLUDING — ADDENDUM 1, 222—G-1, DATED 2007, ADDENDUM 2, 222—G-2, DATED 2009, ADDENDUM 3, o :r- ° 222—G-3, DATED 2013 AND ADDENDUM 4, 222—G-4, DATED 2014. Orient Point County Palk � TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH i xoo { RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM m eb4,• N > _ IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. p o IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION. OrientPointFerry� nna m ° TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS. E o °4fy i ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION. B Eagle's Neck 9 v °'o Man II Charters Paddling Company - FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS a Plum!stand OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE j ppalnRd Animal Disease Center„ l THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC H REQUIREMENT SHALL GOVERN. e n 'Onenl by the S-a DETAIL c E is Restauier;E N1p,,,^G� ti SOLn��en> i O Stec E. N.T.S $ WORK OF NEW YORK ONE—CALL PROCEDURES: • CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE—CALL PROCEDURES BEFORE ANY o r EXCAVATION, DRILLING OR BORING. w 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD a o a S THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS 10 TO THE.a 0 SITE OUALIFICATION PARTICIPANTS 3) ALLECONETRACTORSMMUST PROVIDE IFAISED OPERATORS TO RESPOND. .aMUCH (INFORMATION ON THE WORKSITE AS POSSIBLE TO THE E N 5 ONE CALL CENTER. ° •� fLE NAME COMPANY NUMBER 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING = A/E NEIL A. MACDONALD WILLIAM F. COLLINS, AIA ARCHITECTS, LLP (631) 689-8450 AS TO MAKE THE WORK LOCATION CLEAR TO ALL MARK—OUT CREWS. ENGINEER _ _ _ 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY RECOMMENDED THAT THE TICKET BE UPDATED EVERY 10 WORKING DAYS IN ORDER ° CONSTRUCTION — — — TO MAINTAIN MAXIMUM PROTECTION OF THE=D NIES T . E RF PHIL LICHTENBERGERAT&T (631) 424-3041 %a�D A� A E v is PROJECT INFORMATION / {/ U aEcr No D 9/"/'. —m mR RING BS ' `-4 \/ WILLIAM F. COLLINS, AIA f 2 p q 718 mat&t MOBILE COMMUNICATIONS FACILITY G E/upil RSED BS EN Np _ m ARCH C H I T E C T S, LLP +�� �� S o > EAST ORIENT POINT ` R B/9nB Iss— as +,v u- t 7 TITLE SHEET 1" ] A 8/i/I8 ISSUED TOR PREIINiNA91'RENEW Bs I T(l� or o 12-1 TI CIf1 OLOGY llRIVG SE'fAUKLT,M'11733 40200 MAIN ROAD a m - VOICE: G_1-G39-8450 D 1T'A: !>_z1�843459 NG DRi[ REHsans By I r ry / JOB 0 SITE NO SHEEr Nl1MBER c ° ORIENT POINT, NY +W�✓ U w swE.As Norm DE 1.G DRAWN ar R IFl 4 NYCENY1 059 T-100 00 .� PAGE 1 OF 6 �� 0/2694�e DFN=STV[760,02] DWG 22 z34 D SIZE 6 5 4 3 2 Psc= NOTE -'v,� 1 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY c 1 PROPERTY LINES AND BUILDING FOOT PRINT SHOWN ARE S CONTRACTOR - BECHTEL APPROXIMATE, TAKEN FROM EXISTING TAX MAPS AND NOT BASED ON a q. SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) t DIRECT PROPERTY SURVEY p0 'd OWNER - NEW CINGULAR WIRELESS PCS, LLC ("AT&T") 2 ANTENNA ORIENTATION /AZIMUTHS SHALL BE FIELD VERIFIED ggq,,,p S OEM - ORIGINAL EQUIPMENT MANUFACTURE 0 3 EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY �• QF 2 PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO Z 4 LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY AND MAY NOT / FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN REFLECT FINAL RF DESIGN REFER TO THE LATEST RF DATA SHEET \ v d� ON THE CONSTRUCTION DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF 0 FOR FINAL LTE ANTENNA SPECIFICATIONS, AZIMUTHS,TILTS, ETC / \& CONTRACTOR 3 ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, E REGULATIONS, AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL y d"' LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE o. PERFORMANCE OF THE WORK ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS 4 DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY D 3 b 5 UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS 6 DELETED y \SS 7 THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE L Y(Jj�\� QP��QPl1L�l b. 'p u'1 • Y B, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE OWNER 3 -<P �f "� O /�" 9 SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING SUBCONTRACTOR SHALL UTILIZE EXISTING AT&T ELECTRIC CONDUITS TRENCHED UNDERGROUND FROM �'CVP �O�G� a" oyi EXISTING CABLE TRAYS SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR ROUTING EXISTING AT&T ELECTRICAL METER AND DISCONNECT SUPPORT RACK p, OF TRENCHING SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE TO EXISTING AT&T ELECTRIC PANEL MOUNTED ON EXISTING ELEVATED \c,\P 0 10 THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND m EQUIPMENT PLATFORM �OC\`OR\�� p� � OSTRUCT WNER URES ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF a 9 T EXISTING 14'-0" HIGH % 6'-0"WIDE EASTERN RED �I + m m s / 11 SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL Ip v �1e ¢`� „ CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY ANTENNAS REMOVED SHALL BE RETURNED TO CEDARS —N RS ® 6' 0" O C,TYP OF (9) � B mb m � Z A"� THE OWNER'S DESIGNATED LOCATION aS / '� 12 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION .i` EXISTING AT&T EQUIPMENT CABINETS MOUNTED ON + " mm mty, 3 A LMAREXISMA +NG 13 ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACT) c•c EXISTING ELEVATED GALVANIZED STEEL PLATFORM o \ •e 301 m — c Q � b 14 ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS -o 9 qy c Y �•4Je OTHERWISE SPECIFIED ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE C EXISTING AT&T 90'-0" HIGH RF ads' + - REQUIREMENTS COMPATIBLE CONCEALMENT POLE a 15 ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS n= O + •��,,9 6 b / 16 CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION `o m pf3,\'lI� �OQ,�j� a R' •a 1oR �`'•� SERVICES v Yl O 17 SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED SUBCONTRACTOR / SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION v a /+ �(`C\ , 18 THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION ANY CONSTRUCTION WORK BY SUBCONTRACTOR �'\' - SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE d Eo S + OJ� IQ WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT j G 19 SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND $ —dU, AZZT b'• J,o �Gj Q HIGH LEVELS OF ELECTROMAGNETIC RADIATION EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE N Z�R C. �m'� r // �'\P�G\ WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS SAA �P b P >ItI/f Hop n°PAy e° `EXISTING r r j+ID r 2. �p L. MARINA f + + o u3 ��c3 arl/ L B PROPERTY LINE,TYP o + E + 8 aN v + •0 �p b d •� / EXISTING BOAT LAUNCH RAMP U C 34B 41 v / d +• m °u rypp EXISTING BULKHEAD c 1 v + 5 ~ m EXISTING SHORE INE \ 0 G I l ` S39'44 40'W �p EXISTING BAY ENTRANCE N C d N L o ° PARTIAL SITE PLAN , = 2D'-D" NORTH 2 GEN� S A E •c SCALE: 1' m 20' !p D A o R GS` v m PROJECT INFORMATION, ��� � R EW NO W I L L I A M F. COLLINS. A I A 0 8/I]/IB SSUEO PoR RANG es u a� $� 71 g at&t C H I T E C T S, L L P MOBILE COMMUNICATIONS FACILITY � 8/13/18 RE M m _ O EAST ORIENT POINT �� � R es/s/1e R"sm es rTu ` SITE PLAN AND GENERAL NOTES o 12-I TECIINOLOGYDRIVE SETALWX-T.NY 11733 /V1e sum nR P ELNIUN RErEw es : of I ".. I 'Ili, o m VOICE: 631-689-8450 DATA: 01-GS9.3459 40200 ORIENT POINT,MAIN ROAD . I No are REVISIONS gv c ��' j JO 0 SITE NO SHEET NUMBER L7 sr•r AS Nrnm oEsloNEo DIU- L 374 NYCENY1059 PAGE 20O 00 OF 6 6 5 4 3 2 q�� 0 ��, oFN=srv[1sc.o27 owc 22 z 34 D SIZE 26ga PSG= OF N E� m c 3 70'-0"t AGL rn T O NEW R F COMPATIBLE MONOPOLE (EXTENDABLE TO 90'-0") Z (6) EXISTING AT&T ANTENNAS TO BE REMOVED AND NOTE. 67'-0"t AGL REPLACED WITH (6) NEW ANTENNAS (6) EXISTING TWIN NO ADDITIONAL COAX/POWER/FIBER CABLES ARE NEEDED c RAD NEW AT&T ANTENNAS DIPLEXERS TO BE REMOVED AND REPLACED WITH (12) EXISTING MESA SPAN CABINET MOUNTED ON EXISTING t7 NEW QUADPLEXERS WITHIN EXISTING CONCEALMENT POLE AT&T ELEVATED GALVANIZED STEEL PLATFORM NEW EMERSON NETSURE 512 -48V DC POWER SYSTEM y CABINET ATOP EXISTING AT&T EQUIPMENT PLATFORM E `m o• EXISTING 90'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT _ MONOPOLE EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA • SPAN CABINET ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT EXISTING AT&T TELCO AND ELECTRIC CONDUITS TRENCHED PLATFORM TO EXISTING AT&T HANDRAIL MOUNTED TELCO PANEL UNDERGROUND FROM EXISTING UTILITY POLE #35 AND �+ EXISTING AT&T COAXIAL ANTENNA CABLES ROUTED WITHIN EXISTING AT&T ELECTRIC METER AND DISCONNECT TO 57'-0"t AGL EXISTING AT&T MONOPOLE EXISTING AT&T TELCO AND ELECTRIC PANELS MOUNTED ON a RAD NEW AT&T ANTENNAS EXISTING AT&T EQUIPMENT PLATFORM w (2) EXISTING PURCELL CABINETS STACKED EXISTING BBU N TO BE INSTALLED IN EXISTING PURCELL FLX16WS CABINET EXISTING 400 SO FT AT&T FENCED LEASE AREA r U a m EXISTING AT&T LTE GPS UNIT MOUNTED TO EXISTING EQUIPMENT PLATFORM HANDRAIL 0 tj,/4ii r�J 11` r 4 �J\ ) r�J 1` ����tJ i` ���� lJ�`1 T (6) EXISTING AT&T RRHs AND (6) TWIN �,�`-� �j( �/1Ll �(���Ll �(�7J�L �(��J�Cl� �� �� �) �t�7 �L a1 DIPLEXERS TO BE REMOVED AND REPLACED (ram 1 1 I 1 ( ��1\ (r��1\��t/�� EXISTING AT&T EQUIPMENT CABINETS m, WITH (12) NEW RRHs AND (12) NEW (`.elf, �U7� MOUNTED ON EXISTING ELEVATED c QUADPLEXERS MOUNTED ON UNISTRUT x x x x x z x—x x GALVANIZED STEEL PLATFORM,T'P c SECURED TO EXISTING AT&T ANTENNA CABLE >• (1) EXISTING AT&T LTE GPS UNIT MOUNTED TO EXISTING SUPPORT RACK FRAME o EQUIPMENT PLATFORM HANDRAIL BEYOND SPAN EXISTING AT&T TELCO AND POWER x I CABINET a1E191�1E y EXISTING AT&T MESA SPAN CABINET MOUNTED PANELS MOUNTED TO EXISTING CAe�v (�r ON EXISTING GALVANIZED STEEL ELEVATED PLATFORM HANDRAIL l�l Jl3/1 E y EQUIPMENT PLATFORM BEYOND I I �,\l( 1�/U7� .c (1) EXISTING AT&T E911 GPS UNIT MOUNTED TO x (6) EXISTING AT&T RRHs AND (6) >, rn x TWIN DIPLEXERS TO BE REMOVED AND c c EXISTING CABLE ICE BRIDGE POST EXISTING 90'-0" HIGH AT&T RF a7 - COMPATIBLE CONCEALMENT MONOPOLE B'a REPLACED WITH (12) NEW RRHs AND c Q EXISTING AT&T ELEVATED CABLE ICE BRIDGE I -�r-j' \�" (12) NEW QUADPLEXERS MOUNTED ON UMTS BATTERY BATTERY i t 1��) -Q a x 24 VDC CABINET CABINET (��J/�Ll UNISTRUT EXTEND EXISTING H-FRAME C �, Jr1 RACK AS REQUIRED c°( EXISTING CABINET x I 1 (9) EXISTING 14'-0- HIGH X 6'-0"WIDE EASTERN EXISTING AT&T ANTENNA CABLE SUPPORT MONOPOLE I �(�I//1 i o Q RED CEDARS ® 6'-0" OC BEYOND RACK FOUNDATION \ "�1f y v DC12 m 14'-0"t AGL EXISTING AT&T OUTDOOR EQUIPMENT \ RR R RR RR R R R H R RR �- �� o T 0 EXISTING SHRUBS BEYOND ¢ CABINETS MOUNTED ON EXISTING r�iJ, j " _ GALVANIZED STEEL ELEVATED PLATFORM A A A A �L\�) 0 c -fix z—x—% x—x—x x x 0 13'-0"t AGL TO EXISTING FENCE AND TO EXISTING EXISTING AT&T 13'-O" HIGH CHAIN LINK EXISTING AT&T ANTENNA CABLE c UPPER ICE BRIDGE ¢ FENCE WITH 4'-0"LOCKABLE GATE SUPPORT RACK FRAME 2 w (6) EXISTING AT&T ANTENNAS E TO BE REMOVED AND EXISTING AT&T COAXIAL ANTENNA CABLES •-�` ''�1 E _ REPLACED WITH (2) NEW ROUTED THROUGH EXISTING ELEVATED ICE .00 O T 0 EXISTING AT&T EQUIPMENT CABINET ANTENNAS (6) EXISTING TWIN BRIDGE TO EXISTING MONOPOLE p TRIPLEXERS TO BE REMOVED (rJ�l 16 t 1 a AND REPLACED WITH (12) DC12FBOX (STACKED) MOUNTEDIBER MANAGEMENT E30X N O c m -../,/ EXISTING GALVANIZED STEEL ELEVATED EXISTINGE CONCEALMENADPLFXERS T POLE m -1 9'-5"t AGL OUIPMENT PLATFORMIN EXISTING UNISTRUT EXTEND EXISTING T 0 EXISTING LOWER ICE BRIDGE H-FRAME AS REQUIRED m EXISTING 13'-0• HIGH CHAIN LINK FENCE y EXISTING AT&T E911 GPS UNIT MOUNTED WITH 4'-0" LOCKABLE GATE AND GREEN 41 5'-3"t AGL 13'-3"t AMSL ISTING CONCRETE PIER,TYP OF (6) TO EXISTING CABLE ICE BRIDGE POST a T 0 EXSITING AT&T EQUIPMENT PLATFORM L TIONS 'PERMAHEDGE' PRIVACY SLATS O7 mCD EXISTING AT&T EMERGENCY GENERATOR RECEPTACLE EXISTING AT&T ELEVATED ICE BRIDGE MOUNTED TO SIDE OF POWER PANEL (9) EXISTING 14'-0- HIGH X 6'-0- WIDE EASTERN RED <n CEDARS ® 6'-C"0 C mN ot 4'-O"t AGL(12'-O"t AMSL) 3'-10"t AGL I 10' AMSL ,WB 0 EXISTING AT&T EQUIPMENT PLATFORM T T 0 NEW CONCRETE PItER m (FLOOD LEVEL) tl C ~ O O o 0 c 0 c - - "t EN GRADE I I I I I IS: n EXISTING MONOPOLE FOUNDATION I I I I I I I I I I I I I I m y I I I I I T—T—T—T--Tk—T—T—T c E EXISTING AT&T GALVANIZED STEEL DUNNAGE I I I E —E E —E E —E I—r E —E —E -a o RAILING AND STAIR I I I I I I I y y I I I I I I I I LJ L-J L_J NOTE NOTE 0 EXISTING 24V RECTIFIERS 5 1 REMOVE 24V-T048V CONVERTER UNIT AND TRANSFER ALL 48V LOADS TO A NEW 48VOC E EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA SPAN CABINET REQUIRED 24V RECTIFIERS 4 EMERSON NETSURE 512 POWER PLANT INSTALL RECTIFIER AC FEEDS AND BREAKERS TO a1 ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT PLATFORM TO EXISTING EXISTING 48V RECTIFIERS 0 EXISTING BREAKER PANEL ITS ACCEPTABLE TO REPURPOSE UNUSED 24VDC RECTIFIER CIRCUIT coi AT&T HANDRAIL MOUNTED TELCO PANEL - REQUIRED 48V RECTIFIERS 7 POSITIONS SIX(6)NEW RECTIFIER DROPS NEEDED FOR THE 48VDCPP m c EXISTING 24V CONVERTERS 4 2 INSTALL(7)48VOC RECTIFIERS AND(0)48-TO-24V CONVERTERS 0 REQUIRED 24V CONVERTERS 0 3 BATTERY CABINET IS NOT REQUIRED PER AT&T SPC TOOL(3)48V IBOAH BATTERY STRINGS m EXISTING 48V CONVERTERS 0 EXISTING AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM WILL PROVIDE 4+HOURS OF RESERVE TIME m E EXISTING UTILITY POLE #35 TO EXISTING MESA SPAN CABINET REOUIRED 48V CONVERTERS 0 4 TURN OFF(1)EXISTING 24VDC RECTIFIER FOR A TOTAL OF(4)24VDC RECTIFIERS(N+1)ON 0 0 N C 0 , EXISTING AT&T ELECTRICAL CONDUITS TRENCHED UNDERGROUND FROM EXISTING AT&T METER AND DISCONNECT SUPPORT RACK TO EXISTING AT&T ELECTRIC PANEL MOUNTED TO 16 N EXISTING ELEVATED EQUIPMENT PLATFORM HANDRAIL co 0 4 8 0' 4' 8' c WEST ELEVATION .=,._D" ENLARGED EQUIPMENT PLAN " a E SCALE: 11/4"-V-0' SCALE: 1/4"=1'-0- E c t PROJECT INFORMATION: `Np , PR 27 N8 at&t W I L L I A M F. COLLINS, A I A ,� D 9/17/18 55NED FOR D NC BB MOBILE COMMUNICATIONS FACILITY D e/u/la REVSm BB 1 o a A R C H I T E C T S, L L P EAST ORIENT POINT u�VC� r y r u B 0/9/19 RMSED BS M N L WEST ELEVATION AND ai a a/,/Ia —m cow%iEYxiNAPI REMEw Bs Tu c 1 ENLARGED EQUIPMENT PLAN � 0 12-I TLC[I\OI.OGYDRIVG SF.Ta.IJICET,NY11T33 � &Ts 40200 MAIN ROAD NO DaTE REYD— er C D SITE NO SHEEP NUMBER CL m VOICE. 631-689-8450 DATA: G1-G89-8459 A-1NU 00 c ORIENT POINT, NY - r� - 114 J L) swE AS Norm OEsicNm DRArm B' ' 1010r5 74 NYCENY1059 PAGE 3 OF 6 6 5 4 3 2 Q DFN=STV(160,02) DWG 22 X 34 D SIZE �` / �� �2694A y0 PSD= r 1- a Top QiLGn! 1_TE 7DW85411190DJAWSAWS U«850/LTE 700 Ul E u.Frs TOP CAP, BY OTHERS Z ANTENNA MOUNTING -j HJIM �9CQ444' �Y t.`.ds :7111, - go Ti4D11TA-%NSm !§ MEW '' BRACKETS BY OTHERS, TYP p1 o DETAIL B ANTENNA MOUNTING BRACKETS BULKHEAD, BY OTHERS TO BE PLACED AS NEEDED �� ��*/�} � (�5 ylcs. `oo ANTENNA MOUNTING I F?ET RE'T n BRACKETS BY I OTHERS,TYP I U m I 5' 0 D MAST • [I t �• � ANTENNA MOUNTING tt®®$3 3 u BRACKETS BY OTHERS, TYP N OI d •m Ian SPIDER FLANGE BY OTHERS L U I 1 m ' \ I 2" Rid MBA low Rm m® a0 m 41ME dL4 �+ m C�7 C '.Y. .[!C A110 h� T31 T.J Bhl 4Y.] � !r GA>B ECG Td G5. AID 9'1Ca c ANTENNA MOUNTING I�'$ GIICf Q18�Qgg0[•3' '„{�p7y#{_yam co d BRACKETS TO BE n PLACED AS NEEDED MTAL ANTEMA MOUNMO PL.ATEg a SCA a PLT.& T COAX CABLES MID VEW A ® CORI'SDI C (Cade o ¢ 3ET v v DETAL V MOlMirO PLATS cont-ol m SCAL6 KTB Ca17e 0 — C OI y y � C y 2 cmi 1 OPOLEE.WEIGHTS ARE APPROXIMATE AND ONLY INCLUDE THE 74'1Krf d E WEIGHT OF THE STEEL POLE THEY DO NOT REFLECT THE — — — — — — — — — — — — — — E WEIGHT WITH ANTENNAS AND CABLES. m o 2.PRIOR TO FABRICATION OF THE MATING FLANGE,VERIFY WITH C o V MANUFACTURERS ITS DIAMETER AND THICKNESS. ft» f® .. °•' �Ir�s�i'-x� �DaD��[� d?u3d��et �:s�>taf�er : m m ANTENNA MANUFACTURER OUINTEL MODEL EXER MANUFACTURER COMMSCOPE� MODEL N0, QS6658-3 MODEL CBC782123-DS OUADPLEXER 'F.-i �dx o'' RISK, NO am am me - m r d WEIGHT. 550 LEIS WEIGHT 130 LEIS H CO a {( o 04 N nn BOTTOM VIEW 2 44" Q y m B B4. B D . n o I31Ef61i� t521[It 6Z1,Nili3 11�rFi�ri' m toPJ�fa1C ej,nt-nC C.PIlML 3'RlR7C E 6 s o � m c d n SIDE VIEW 0 FRONT VIEW _ _ _ _ cL/RY Trunk y y O O C C ro III " mi AT c m TOP VIEW , 0 I,�05 E 2'i ti.ira � c Ra3ver` y u {8=e32Ttd7 F- ° Ll---gr Unk ° m E ' N R FRONT VIEW SIDE VIEW TOP VIEW ALL19926 At[aQ-Hoots i4sw� c y Uumsm 1TE 0 r ANTENNA INFORMATION - A E c SCALE 3/4'm1-O' EE o PROJECT INFORMATION `�y q W I L L I A M F. COLLINS, A I A G 9/1]/IB SSVFD MR Fl N0 GS Y Qvp R 1.9 at&t m P. A R C H I T E C T S. L L P MOBILE COMMUNICATIONS FACILITY v o ¢ f« EAST ORIENT POINT C B/I/18 RMM GS TM a ��Q,� B e/9/IB RE,�sm Gs T. N � � f 11 TENNA INFORMATION AND 0 12-I TECILNIOLOGYDRI\•'E SETALWX-r,NY 11T3 VC a/1/IB ss�m roR ruu�iNeR Re eN Gs Tu I r.' �, R'PLUMBING RISER DIAGRAM i m VOICE: 631-G89S450 DATA: 40200 MAIN ROAD _ +S a ORIENT POINT, NY NO O m RE IONS v CH. r'o I{ e N SITE NO SHEET NUMBER U L sC/iLE.h NOMD DESIGNED CRarm w Gs 1 7 NYCENYI 059 PA,10200 GEOoOO 6 5 4 ? 3 2 6944 DEN=S V[160.021 DWG 22%34 D SIZE 0F N E��! PSC= m L WIDTH L r 0 0 Z o WIDTH 0 0 N O N E � oee n (3) EXISTING DC2 BOXES ee � o c SECURED TO EXISTING W _ °o 3 UNISTRUT RACK ---��\\` = 0 = °e D O ee Oa FRONT HEW SIZE AND WEIGHT TABLE r I jA\ N�• RRH WIDTH D(PTH HELGHf WEIGHT W/0 BRoo 3 ( I 1 1. USE 1/2'COAXIAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS. RRH 4T4R B5 16OW AHCA _ _ _ _ 11 2. THE RRH CAN HE MOUNTED IN FOLLOWING STANDARD CONFIGURATIONS: (WITH SOLAR SHIELD) n \ ----- / POLE-MOUNTED(USING MANUFACTURER RECOMMENDED APPLICATIONS) RRH 4T4R BS 160W AHG \\ 11 SMALL POLE MOUNT KTT(2'-6'DIAMETER) (WITHOUT SOLAR SHIELD) 11.6' 6.Y 13.3' 35.2 LBs, LARGE POLE MOUNT KIT(67-15'DIAMETER) WALL-MOUNTED(DIRECTLY OR INDIRECTLY USING A UNISTRUT SYSTEM) (D i \ (6) EXISTING RRHs TO BE REMOVED AND REPLACED WITH NOTE \ (12) NEW RRH. MOUNTED TO EXISTING UNISTRUT RACK 1. USE 1/2'COAXIAL GABLE W/7/16 DIN MICE CONNECTORS ON BOTH ENDS. SIZE AND WEIGHT TABLE RRH WIDTH DEPTH HEIGHT WEIGHT(W/O MOUNTING m \\ 1 (6) EXISTING TWIN DIPLEXERS TO BE REMOVED AND BRACI4:75) a Z REPLACED WITH (12) NEW QUADPLEXERS MOUNTED TO T \\\ 1 EXISTING UNISTRUT RACK EXISTING P1000 UNISTRUT RRH B25 RRH 4X30-4R 12.0' 72' 212' 531h! fCFO \ \ TO BE EXTENDED (WRH SOLAR SHIELD) c•c c Q \ _ D DC12 D DC B&2 D D 0 C 'ULLJ2 B25 RRH DETAIL 4T4R B5 850 RRH DETAIL ��---/ SCALE: 1'=,'-0' 3 SCALE 1'=1'-0' 0 0 0 0 0 0 O U o -L�WIDTH 3 O O O N � Q - U � WIDTH E o FMI3 o RRH RRi Eli RRH RRH RRH RRH Rai RRH RRH RRH RRH dm E m o a U o — m o r o 0 C U N N m c GROUND BAR L N , I - I -p- I -q- I I �E W L y 0 (1211N.Y2Y1/4� D D D D = a ALCATEL-LUCENT 872 14 m W ➢II�I�BBH o L 2 LTE REMOTE RADIO HEAD N (� N U N � B Q 0 n C 0 C Eca NEW FIBER MANAGEMENT BOX AND EXISTING ELEVATED AT&T DUNNAGE PLATFORM FRONT N DC12 BOX (STACKED) MOUNTED TO TE ALCAL-COGENT WCS 4X25-WCS-4R o EXISTING UNISTRUT EXTEND EXISTING REM RADIO H N Tf1RH1 � n H-FRAME AS REQUIRED RRH FRONT VIEW m y SIZE AND WEIGHT TABLE c E d E RRH WIDTH DEPTH HEIGHT WEIGHT W/0 0 RRH B12/B14 DAUL RRH _ _ _ _ HEIGHT W/O CABLE WEIGHT N (WITH SOLAR SHIELD) RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET N = NOES RRH B12 14 DUAL RRH c c (WITHOUT SOLAR SHIELD) 15.4' 9.4' 28.7' 101 LBS. RRH (WCS) 12' 8.7' 31.5' 70 LEIS 1 SUBCONTRACTOR SHALL SUPPLY AND INSTALL UNISTRUT (OR EQUIVALENT) MOUNTING CHANNELS 4Y25-4R c 2 SUBCONTRACTOR SHALL SUPPLY (BUT NOT INSTALL) 3/8" 0 UNISTRUT BOLTING HARDWARE AND NOTE: N SPRING NUTS TYPICAL OF FOUR PER RRH SUBCONTRACTOR SHALL BAG THE BOLTING HARDWARE 1. USE 1/2-COAXIAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS. = AND HANG FROM INSTALLED UNISTRUT FRAME N c o 3 SPACING MAY VARY BASED ON SELECTED EQUIPMENT ADJUSTMENTS TO SPACING WILL BE MADE F � BY RRH INSTALLER m E 4 THE BOX MAY BE MOUNTED DIRECTLY BEHIND THE RRH'S IF SPACE IS AVAILABLE N C 5 NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED C � O ° EQUIPMENT RACK DETAILS Bl2 B14 DUAL RRH DETAIL s _4R WCS RRH DETAIL A C t c SCALE: 3/4'm ,'-0' 4 SCALE: 1'=1'-0' E r •/ U PROJECT INFORMATION s c RRPM No W I L L I A M F. C O L L I N S, A I A � �, 'n9i,9 m rofl fl°"` Bs T �, P� r t,e 8t&t MOBILE COMMUNICATIONS FACILITYc 8/13„9 YEVSED BB Y ? RR! M A R C H I T E C T S. LLP B B/9/1! flvs[o Bs Nu � OUNTING DETAILS AND aEAST ORIENT POINT t& , z 4i �h I, t N • 9/I/I8 ISSUED MR PNNYiIURI'flEMETV BB T NY TT . EQUIPMENT DETAILSLr, 0 12-1 TCCIINOI.OGY llRI\'T: SETAl1Iil:T.NI'I1733 40200 MAIN ROAD k7eNo ME flErsious IW cN C Jo N SITE NO SHEET NUMBER a A VOICE. 631-639-8450 DATA: 631-689.8459 ORIENT POINT, NY (, t SCALE RS NO O o[s1cNEo oflNwN IN e 4 1 NYCENYI OS9 A-1 03 00 PAGE 5 OF 6 6 5 4 3 2 �F�:N DFN=srv[16o,Qz) DING 22 z 34 D SIZE . PSC= S, m 66.90' AT&T No.NE0.15917 ®C12-48-60-0-2SE 9290' TECHNIC&SPECIFICATIONS y Z NOMINAL SYSTEM VOLTAGE -48VDC OR+24VDC f) \ CONTROL MICROPROCESSOR(ACU+) - o \ MTm OUTPUT CAPACITY-MAIRNUN CONFNXIRATION ' N E • ,G SYSTEM 550 AMPS AT-48WC PIES REDUNDANCY 400 AMPS AT+24VDC PLUS REDUNDANCY _ n I CO�NVER�TER 200 WATTS WATTS(601,-48VDC TO+24VOCsip + -. 1 DISTRIBUTION PANEL(TOP) WIRED FOR(16)+24V AND(13)-43V BULLET POSITIONS 1<11i LL/, D 3 / (BOTTOM) (30)-48Y BULLET POSITIONS o cENVIRONMENTAL V a AD, OPERATING TEMPERATURE -44rF TO 115F(-4(TC TO 49C)CONTINUOUS OPERATION m / HUMIDTTY Ox TO 95S RELATIVE HUMIDrIY,NON-,OONDENSING m / NEMA ENCLOSURE 3R THERMAL SOLUTIONS 2500 WATT DOOR-MOUNTED HEAT IXCWViGER 4 y See illustration to identify m /f - 2RU AVAILABLE SPACE FOR SURGE PROTECTION evae Fort ,. o TOP NEW BATTERY CHAMBER FAN COOLED.FRESH AIR VEmRLATION, Assembly Dafmilions = HOLDS UP TO(3)BATTERY STRINGS 3 39.02• 31.81• EDUIPM I,. GROUND BAR 10 POSITIONS - `6A TERMINAL BLOCK 12-POSTRON PHOENDL MAN BLOCK. , n 32-POSTRON PHOENIX ALARM BUNCHING BLOCKDC POYTER - � 3.00' listEIDC < m • I I • 11 SYSTEM UL 1801 L1SIID(US&CANAOA),NEBS IEVEI.3 e ENCLOSURE GR-497,UL 60950,AND SEISMIC ZONE 4 COMPLIANT m �. OUTDOOR NaLSum'm 512 816I6t(W/0 BATTERIES) 21 Gandtm 2°Cantluir 23001ha(W/GNB BATTERIES) Ground Ground a 2 PLINTH TBD w t E I ' &FdBEtlCEa E FRONT 36- _ o 2 LEFT AND RIGHT 01 Mate. >,rn 4 REAR 14• Optional glands and 6tsens ad c ¢ ^ pp d3n�eardv�ara kit6GT2-4f1-640-25E. 82 C t 1 17.5D• 7.1,C 3 50' &0.0(6 TYP) m ) 1 0-0(6TYP) Ar i m C y m y t f U 7 LJYP DB£In1110n8 O C i0 pp ` LEFT SIDE VIEW FRONT VIEW m E E - .ab6cunm[e.TrtrlaDmpup U OPTIONAL PLINTH brf2nmdulaconrndbn o — c r 4.46• 2284' N m EMERSON NETSURE 512 31.77• —48V DC POWER SYSTEM MOUNTING TEMPLATE U 1 SCALE: 3/4• 1•-0' r CrWr hpanaRCZ altr d3d�spca.ered o iJ b'L'411] `,1 Or Or LD 1 2 o oy�el�.,���w B nG 9 it .',i, 9 C",e•Icrda4Y�r' 1 a" 4- \, -m A I UPI E w O c o. O 2'Uiduil brand 0.05ENBERGE0. �, �,��_a3$M'�R Ravtl Bu,"ae N v n enu POSCGR 01[9Ttl(Iat0T1 b(Q PJf ' m E is S module a nEam a o 1 y 'Do O O co ` C16ttf(I6IX 1--f.TiR3IR115T U,'DEI61+ !' CTWn'atf£In51at ITh]aaTV6rE E O O __ _ - _ _ Y'a1p�USTe'ArSi-0na&fE IT — U N C F- FRONT VIEW b m � E FB-15-ABOX fIAB 0 0 N C C t N N C j O �E ° 2 FIBER MANAGEMENT BOX 3 DU2 DETAILS ,or---- A L a' SCALE: 1' = 1•-0• D A o - v m PROJECT INFORMATION: �N / C N0 oFtl W I L L I A M F. COLLINS. A I A D 9/n/IR LRSNFD FOR FLUNG a5 TY ��� --{ 8 atBTt m Q A R C H I T E C T S. L L P MOBILE COMMUNICATIONS FACILITY ���� O B/q/'a Rmsm as T o EAST ORIENT POINT a R/9/FB Raam as TLL z a "i ai / �� EQUIPMENT DETAILS W '° 12-1 17iCIT OLOGY DRI\C SET�\[JIO T,NY 11733 A R/I/IR -.OD FOR IRVJ NMY R YEW m T A. t� !I 40200 MAIN ROAD NO NE R—ONS By cN MP / B NO SITE NO SHEET NUMBER U VOICE G 1 G39 8450 DATA: G1 G89 R459 ORIENT POINT, NY sw as Nom oEsONFn DO-W Bs -101, � 9Q3 NYCENY1059 A 00 PAGE fi OF 6 6 5 4 ?` 3 2 $J• 0269 �yo DTN=srv[Tfio,D27 DWG 22 z 34 D SIZE PSC= �F E� tM PROJECT INFORMATION SCOPE OF WORK ON CONCEALMENT POLE: (6) EXISTING ANTENNAS TO BE REMOVED AND REPLACED z WITH (6) NEW ANTENNAS. (12) EXISTING TMAs TO BE REMOVED REPLACED WITH r 0 (12) NEW QUADPLEXERS. AT GRADE: (6) EXISTING RRHs TO BE REMOVED AND REPLACED WITH (12) NEW a RRHs. (3) EXISTING DC2 BOXES TO REMAIN. INSTALL (1) NEW FIBER MANAGEMENT at&t BOX AND (1) NEW DC12 BOX. INSTALL NEW EMERSON NETSURE 512 POWER PLANT z 3 EQUIPMENT CABINET. o SITE ADDRESS KNIGHT STREET, PROPERTY OWNER M.G.H. ENTERPRISES INC. y SHOREHAM, NY 11786 ORIENT, NY 11957 inLATITUDE N 40' S7' 10.80" (NAD83) CONTACT BOB HAASE (631) 323-2424 SITE NUMBER: NYCENY1059 FA: 10107374 t ELEVATION W .0' 52' 59.27" (NAD83) SITE NAME: EAST ORIENT POINT 3 ELEVATION t0.0' AMSL (NAVD88) APPLICANT NEW CINGULAR WIRELESS PCS, LLC JURISDICTION TOWN OF SOUOLD ONE&AT&T H WAY TAX I.D.NUMBER SECTION: 15 BLOCK: 9 LOT: 8.1 BEDMINSTER, NJ 07921 LTE 3C WCS, 4C FI RSTN ET, 5C 850 so co ZONING DISTRICT. MARINE II STRUCTURAL REVIEW STATEMENT APPLICABLE BUILDING CODES AND STANDARDS `>, CURRENT USE- WIRELESS TELECOMMUNICATIONS FACILITY m EXISTING CONCEALMENT POLE HAS BEEN EVALUATED FOR REPLACEMENT/ADDITION OF ANTENNAS, COAX SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS NEW USE WIRELESS TELECOMMUNICATIONS FACILITY CABLES & EQUIPMENT AND NO MODIFICATIONS TO THE CONCEALMENT POLE ARE REQUIRED. ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF € 2 RF DATA SHEET VICINITY MAP / DIRECTIONS HE DESIGN.OPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN DATE ISSUED: TAKE GEORGE WASHINGTON BRIDGE TO CROSS BRONX EXPRESSWAY EAST. HROGS NECK BRIDGE TO THE SPECIFIC REQUIREMENT SHALL GOVERN: 2015 INTERNATIONAL BUILDING CODE OF HE STATE OF N.Y. a CROSS ISLAND FLOYD PARKWAY UNTIL THE END (S 5A)MAKE LEFT ON PARKWAY SOUTH (ST. ET 125A AND PROCEED TO RANDAL LONG EXPRESSWAY EXIT PROCEED ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE DRAWING INDEX REV. ON (NEC) — 2008 C T-100.00 TITLE SHEET D RD. MAKE RIGHT ON RANDAL RD. AND PROCEED TO STOP SIGN (NORTH COUNTRY ROAD). MAKE A RIGHT FIRE / LIFE SAFETY CODE: ODE: FIRE CODE OF NEW YORK STATE — 2007, SECTION 609 AND AND GO APPROX. 3/4 MI. TO REYNOLDS RD. TURN RIGHT ON REYNOLDS RD. TAKE NEXT LEFT ON A-100.00 SRE PLAN AND GENERAL NOTES D DUCHESS RD. AND THE NEXT RIGHT ONTO ROYAL WAY. PROCEED TO KNIGHT ST. AND MAKE A LEFT. FIRE CODE OF NEW YORK STATE — 2010 A-101.00 WEST ELEVATION AND ENLARGED EQUIPMENT PLAN D PROCEED TO THE END OF KNIGHT ST. AND ACCESS SITE THROUGH GATE ON HE LEFT. SECURITY LEVEL LIGHTNING PROTECTION CODE: 1CONTACT—YOU MUST HAVE A SUFFOLK COUNTY ACCESS CARD TO BE ON THE PROPERLY. CALL SCWA AT [NFPA 780 — STANDARD FOR THE INSTALLATION OF LIGHTNING-PROTECTION SYSTEMS, LIGHTNING o A-102-00 ANTENNA INFORMATION AND PLUMBING RISER DIAGRAM D 631-665-2653 TO INFORM HEM YOU ARE ON SITE. PROTECTION CODE 2008]. o A-103,00 RRH DETAILS D �•. SUBCONTRACTOR'S WORK SHALL COMPLY WITH HE LATEST EDITION OF THE FOLLOWING STANDARDS. A-104.00 EQUIPMENT DETAILS D �' AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE E s AMER CAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, THIRTEENTH EDITION. a 0 ANSI/TIA 222—G, 20D5, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES & ANTENNAS E? as INCLUDING — ADDENDUM 1, 222—G-1, DATED 2007, ADDENDUM 2, 222—G-2, DATED 2009, ADDENDUM 3, d °a 222—G-3, DATED 2013 AND ADDENDUM 4, 222—G-4, DATED 2014. H m °� Orient Point County Park TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. �p C v INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH dS, o +p° RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION. Z,a ;Orient Paint Ferry Q R° j q TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS. ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION. nU 'Eevle's Neck .- 'Pa �" r B o Man II Charters Paddling Company--_ t FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS 9 _ , Plum island ' j OF CONSTRUCTION, OR OTHER REQUIREMENTS, HE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE ekrk ` ' ' ", Animal Disease Center_.+ / m N i THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC ' t2REQUIREMENT SHALL GOVERN. c n Gfi,nd by the Sea"';@4>, .�" .•Cass DETAIL � c �' Restaurant&tAanna"� '� S'Gr� •� E o-�g , �' S ei,,, O SCALE N T.S m � AREA OF f- i $ Y , WORK _ NEW YORK ONE—CALL PROCEDURES: o •`- * CONTRACTOR SHALL COMPLY WITH THE-NEW YORK ONE—CALL PROCEDURES BEFORE ANY `o Iy t•, ? u EXCAVATION, DRILLING OR BORING. 'w I 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. 2 _ _ 2) AFTER CALLING THE CALLERS MUST WAIT THE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS ~ oTO SITE OUALIFICAMON PARTICIPANTS 3) ALLECONTRACTORSADEQUATEMMUST PROVTO THE IDE IFAISS OPERATORS TO RESPOND. MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE A ao E N ONE CALL CENTER. TffLE NAME COMPANY NUMBER 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT HE CALLER REQUEST A SITE MEETING A/E NEIL A. MACDONALD WILLIAM F. COLLINS, AIA ARCHITECTS, LLP (631) 689-8450 AS TO MAKE THE WORK LOCATION CLEAR TO.ALL MARK—OUT CREWS. o ENGINEER — — _ 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY CONSTRUCTION — RECOMMENDED THAT HE TICKET BE UPDATED EVERY 10 WORKING DAYS IN ORDER —i4 — TO MAINTAIN MAXIMUM PROTECTION OF THE UNCOMROUND UTILITIES. A —' RF PHIL LICHTENBERGERAT&T (631) 424-3041 o -E v m PROJECT INFORMATION: DER �N NECT N0 > 8t&t D 9/,7/,a wtia roR nt1N6 as n r WILLIAM F. COLLINS, AIA F P�� 1�1� 18 MOBILE COMMUNICATIONS FACILITY at&t D 9/I3/19 REvrsm ea o a A R C H I T E C T S, L L P EAST ORIENT POINT a 8/9/I8 RNS¢n es 1 l C� t TITLE SHEET JJ1 6' ]] B/1/IB MUM mR PRELIMNMY REMEW BS •n �• CS m c 4 12-1T'ECTINOLOGYDRIVE SET'ALTKET.NY 11733 40200 MAIN ROAD ///r Ra wTc Rensions ar .R d srrE No SHEET NUMBER a`.m VOICE:: 631-G39 8d50 DATA: G31 G89 8459 0107 4 NYCENY1059 T-100 00 a ORIENT POINT, NY y — Ud r SOME A NOTED DESIGNED OAAWN ar as t. PAGE 1 OF 6 ? DFN=SiV[160,021 DWG 22 z 34 fl SIZE 6 5 4 3 2 o2^0 944 y0� Psc= OF N�� c NOTE -&2' 1 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY 1 PROPERTY LINES AND BUILDING FOOT PRINT SHOWN ARE CONTRACTOR - BECHTEL APPROXIMATE, TAKEN FROM EXISTING TAX MAPS AND NOT BASED ON ' >� SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) .c DIRECT PROPERTY SURVEY p0 'a OWNER - NEW CINGULAR WIRELESS PCS, LLC ("AT&T") 2 ANTENNA ORIENTATION /AZIMUTHS SHALL BE FIELD VERIFIED 4,p - OEM - ORIGINAL EQUIPMENT MANUFACTURE 0 3 EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY J ` 2 PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO Z 4 LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY AN MAY NOT / �y FAMILIARIZE WITH THE EXISTING CONDITIONS AN TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN REFLECT FINAL RF DESIGN REFER TO THE LATEST RF DATA SHEET \ y �� ON THE CONSTRUCTION DRAWINGS ANY DISCREPNCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF c FOR FINAL LTE ANTENNA SPECIFICATIONS, AZIMUTHS,TILTS, ETC \O CONTRACTOR 0 S2 3 ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND c UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS c 4 DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY D - 3 0 5 UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS UOr1 O / 6 DELETED 7 THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 8 CANNOT b IF THE SPECIFIED EQUIPMENT CNOT BE INSTAL AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE OWNER -4, / 9 SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T7 CABLES, GROUNDING 03 c)_ c' + ., a �b CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING SUBCONTRACTOR SHALL UTILIZE EXISTING AT&T ELECTRIC CONDUITS TRENCHED UNDERGROUND FROM EXISTING AT&T ELECTRICAL METER AND DISCONNECT SUPPORT RACK �pG� `•* Y' Qyi EXISTING CABLE TRAYS SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR ROUTING 4? OF TRENCHING SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE TO EXISTING AT&T ELECTRIC PANEL MOUNTED ON EXISTING ELEVATED \5 m EQUIPMENT PLATFORM G C\� � � 10 THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND m Q�`�L\� �+ Z Jf p STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF IF �, y ,p� OWNER c EXISTING 14'-0" HIGH X 6'-0"WIDE EASTERN RED + m m 'h a,/ 11 SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL m w CEDARS ® 6'-0" 0 C, TYP OF (9) / me m +' ;•_, CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY ANTENNAS REMOVED SHALL BE RETURNED TO 2 THE OWNER'S DESIGNATED LOCATION � 12 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION EXISTING ter+ + t EXISTING AT&T EQUIPMENT CABINETS MOUNTED ON `� mm o '( .io3 N'i MARINA 13 ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICN CONCRETE INSTITUTE(ACT) EXISTING ELEVATED GALVANIZED STEEL PLATFORM 's \ A 301 m .c [ 14 ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS a ,sss'$'e Y "fie OTHERWISE SPECIFIED ALL CONCRETING WORK SHALL BE DONE IN ACCCRDNCE WITH ACI 318 CODE C F EXISTING AT&T 90'-0" HIGH RF �s + REQUIREMENTS v COMPATIBLE CONCEALMENT POLE u 0 4 yd ''l / 15 ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS O + t k t sb Zr / 16 CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000-3AP5-AOOZ-00002, "GENERAL CONSTRUCTION a P 1 �0 e 4 •s° y /+ SERVICES v �Io 17 SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK SHA OF EXISTING SHALL NOTIYDIMENSIONS CONSTRUCTION T T HE CONTRACTOR PRIOR TO ORDERING MATERIALVERIFIEDSUBCONTRACTOR OR PROCEEDING WITH CONSTRUCTION U /+ 18 THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION ANY CONSTRUCTION WORK BY SUBCONTRACTOR c L1 -m SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION ANY WORK ON EXISTING EQUIPMENT MUST BE E COORDINATED WITH CONTRACTOR ALSO, WORK MAY NEED TO BE SCHEDULED FOR ANAPPROPRIATE MAINTENANCE 0) Eo •( b + 0� QQ WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT 0 / c C2 19 SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND y qT¢T J,o / C, Q HIGH LEVELS OF ELECTROMAGNETIC RADIATION EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY I WORK THAT COULD EXPOSE THE WORKERS TO DANGER PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE m m Z 0R C. WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS rRU Nf'o OF 5 z EXISTING a� �p MARINALo J 5� m Lo m vJ CNI 0 E o ��a /+ PROPERTY LINE, TYP c o E / c o 1� S y Npry, w aON _y >y/+ EXISTING BOAT LAUNCH RAMP m Tr cco c 348 41' i / d S pp EXISTING BULKHEAD F_ v + hry m EXISTING SHORE IN E \ S39•44•40-W ° EXISTING BAY ENTRANCE N C , C t N N c � 0' 10' 20' 40' 0 PARTIAL SITE PLAN 1' = 20'-0" GENERAtAUNMR{ a E 1 c SCALE. 'm 20' NORTM L SCALE N.T.S E r t PROJECT INFORMATION 01 vat&t WILLIAM F. COLLINS. AIA o 9/"/IB 6 MFOR MNc as TY BSI. VT m ARC H I T S C T S. L L P MOBILE COMMUNICATIONS FACILITY c 0/1]/IB REMSm as T. M LLV a EAST ORIENT POINT a��� a 6/9/IB acrosm as TM _ cry I PLAN AND GENERAL NOTES © va o 12-1 T(sCI iNOLOGY DRIVE SETAUKET,NY 11733 e/i/le n 00 FOR rReuMiNa RWM as TM 40200 MAIN ROAD J II cm VOICE: 631-689-8450 DATA: fi31-G89-8459 ORIENT POINT, NY es No onE R�aioNs er oNN j y. l� Jo 0 SH SITE NO EET NUMBER C) $ scut s Nartv oeslcNm Dm-w as R 0 NYCENY1059 PAGE 0 of00 6 5 4 ? 3 2 2 �� DFN=STV[160,021 DWG 22 z 34 D S17E OF N e\' PSC= C C � 70'-0"t AGL = jr TO NEW R F COMPATIBLE MONOPOLE (EXTENDABLE TO 90'-0") (6) EXISTING AT&T ANTENNAS TO BE REMOVED AND Nam. Z 67'-0° AGL REPLACED WITH (6) NEW ANTENNAS (6) EXISTING TWIN NO ADDRIONAL COAX/POWER/FIBER CABLES ARE NEEDED RAD NEW AT&T ANTENNAS DIPLEXERS TO BE REMOVED AND REPLACED WITH (12) EXISTING MESA SPAN CABINET MOUNTED ON EXISTING p NEW OUADPLEXERS WITHIN EXISTING CONCEALMENT POLE AT&T ELEVATED GALVANIZED STEEL PLATFORM NEW EMERSON NETSURE 512 -48V OC POWER SYSTEM CABINET ATOP EXISTING AT&T EQUIPMENT PLATFORM N E n EXISTING 90'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA MONOPOLE SPAN CABINET ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT EXISTING AT&T TELCO AND ELECTRIC CONDUITS TRENCHED Tz PLATFORM TO EXISTING AT&T HANDRAIL MOUNTED TELCO PANEL•c UNDERGROUND FROM EXISTING UTILITY POLE p35 AND 3 EXISTING AT&T COAXIAL ANTENNA CABLES ROUTED WITHIN EXISTING AT&T ELECTRIC METER AND DISCONNECT TO 0 57-0"3 AGL EXISTING AT&T MONOPOLE EXISTING AT&T TELCO AND ELECTRIC PANELS MOUNTED ON o. RAD NEW AT&T ANTENNAS EXISTING AT&T EQUIPMENT PLATFORM w (2) EXISTING PURCELL CABINETS STACKED EXISTING BBU m TO BE INSTALLED IN EXISTING PURCELL FLX16WS CABINET EXISTING 400 SO FT AT&T FENCED LEASE AREA t U G1 EXISTING AT&T LTE CPS UNIT MOUNTED TO EXISTING m � � EQUIPMENT PLATFORM HANDRAIL 3 (�i(jpr/,)_ (\ r( //,� r( 1/ji r(I�r/:_i ol f(/p//,)—r �w_ \1 (/:Ti- L\ ^ 1J—� \ Tn d rrJ o DIIPLEXERS To EXISTING BEREMOVED AND)R REPLACED �.(�/J��,LI�) �(1-11 I �'"(���Lj �(����L '�-(��J����\) G..(/�/�L�\) �"(/�JZ�LI�EW f(/�/ MOUNTED AT&T ON EEQUIPMENTNG CABINETS WITH m O ADPLEXERS MOUNTED AND ON(UNISTRUT x x x x x x—x—x x— \L� j GALVANIZED STEEL PLATFORM, TYP. a c SECURED TO EXISTING AT&T ANTENNA CABLE a (1) EXISTING AT&T LTE CPS UNIT MOUNTED TO EXISTING SUPPORT RACK FRAME m 'o EIPMENT PLATFORM HANDRAIL BEYOND ��✓ \,\ a m QU EXISTING AT&T TELCO AND POWER r I CABINET •"per'j� �r1�j ���-\) n 2 EXISTING AT&T MESA SPAN CABINET MOUNTED PANELS MOUNTED TO EXISTING ursF (rJ 3/) -Ad ON EXISTING GALVANIZED STEEL ELEVATED PLATFORM HANDRAIL- EQUIPMENTI \,1 � 7 o L PLATFORM BEYOND /J I I ��\f�( x I �L\C �� (6) EXISTING AT&T RRHs AND (6) (1) EXISTING AT&T E911 GPS UNIT MOUNTED TO EXISTING 90'-0" HIGH AT&T RF TWIN DIPLEXERS TO BE REMOVED AND •� EXISTING CABLE ICE BRIDGE POST F T�-.. REPLACED WITH 12 NEW RRHs AND m - COMPATIBLE CONCEALMENT MONOPOLE '�g �ri� ( ) c Q EXISTING AT&T ELEVATED CABLE ICE BRIDGE 8k' UNITS BATTERY BATTERY I �r`J, `T`� (12) NEW OUADPLEXERS MOUNTED ON a x - 24 VDC �/ �L UNISTRUT EXTEND EXISTING H-FRAME EXISTING CABINET CABINET CABINET (rJ/,l� RACK AS REQUIRED a' -a (9) EXISTING 14'-0° HIGH X 6'-0° WIDE EASTERN EXISTING AT&T ANTENNA CABLE SUPPORT MONOPOLE \ I z ��r///( l a Q RED CEDARS ® 6'-O' 0 C. BEYOND RACK I `L\ �J� N FOUNDATION W DC12 I \ 1 ` m 0"t AGL EXISTING AT&T OUTDOOR EQUIPMENT \ RR RR R R RR H R RR R R FMB o U TO EXISTING SHRUBS BEYOND a CABINETS MOUNTED ON EXISTING GALVANIZED STEEL ELEVATED PLATFORM I-'A A A A o c x xx—x x—x—x x x 13'-0"t AGL •-yp T 0 EXISTING FENCE AND T O EXISTING EXISTING AT&T 13'-0"HIGH CHAIN LINK EXISTING AT&T ANTENNA CABLE �^ E UPPER ICE BRIDGE a FENCE WITH 4'-0" LOCKABLE GATE (6) EXISTING AT&T ANTENNAS SUPPORT RACK FRAME 2�- m > TO BE REMOVED AND EXISTING AT&T COAXIAL ANTENNA CABLES �- E yS D o 12'-5't AGL ANTENNAS (6) EXISTING BRIDGE TO EXISTING MONOPOLE ICE fry/ a U TO EXISTING AT&T EQUIPMENT CABINET TRIPLEXERS TO BE REMOVED (rJ�1 ot ¢ AND REPLACED WITH (12) DC 2FBOX (STACKED)IBER N MOUNTED T BOX N 0 c EXISTING GALVANIZED STEEL ELEVATED NEW QUADPLEXERS WITHIN d OUIPMENT PLATFORM EXISTING CONCEALMENT POLE EXISTING UN REQUIRED EXTEND EXISTING ll y m - H-FRAME AS REQUIRED c TO EXISTING LOWER ICE BRIDGE EXISTING AT&T E911 CPS UNIT MOUNTED EXISTING 13'-0° HIGH CHAIN LINK FENCE N WITH 4'-0" LOCKABLE GATE AND GREEN AGL 13'-3"f AM ISTING CONCRETE PIER, TYP OF (6) TO EXISTING CABLE ICE BRIDGE POST 'PERMAHEDGE' PRIVACY SLATS TO EXSITING AT&T EQUIPMENT PLATFORM L TIONS a EXISTING AT&T ELEVATED ICE BRIDGE d m EXISTING AT&T EMERGENCY GENERATOR RECEPTACLE mo MOUNTED TO SIDE OF POWER PANEL (9) EXISTING 14'-0- HIGH X 6'-0" WIDE EASTERN RED 3' AMSL CEDARS ® 6'-0°O C.N4'-0'3 AGL 12'-O"t AMSL -10"t AGL11'-1 N B O EXISTING AT&T EQUIPMENT PLATFORM T T O NEW CONCRETE PIER d (FLOOD LEVEL) y c I I B U n 0 c a Ey GRADE I I I L EXISTING MONOPOLE FOUNDATIONd i I I T—T—T—T+T� T—T T c E EXISTING AT&T GALVANIZED STEEL DUNNAGE I I I E —E E —E E —E I—rt E —E —E — o RAILING AND STAIR- 8I I I I I I I I « I I I I I I I L-i L_-J L_-J `«°• c �� y NOTE N�TLE. c d �` -_ °c c EXISTING 24V RECTIFIERS 5 1 REMOVE 24V-T048V CONVERTER UNIT AND TRANSFER ALL 48V LOADS TO A NEW 48VDC EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA SPAN CABINET REQUIRED 24V RECTIFIERS 4 EMERSON NETSURF 512 POWER PLANT INSTALL RECTIFIER AC FEEDS AND BREAKERS TO y ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT PLATFORM TO EXISTING EXISTING 48V RECTIFIERS 0 EXISTING BREAKER PANEL ITS ACCEPTABLE TO REPURPOSE UNUSED 24VDC RECTIFIER CIRCUIT Ewa AT&T HANDRAIL MOUNTED TELCO PANEL REQUIRED 48V RECTIFIERS 7 POSITIONS SIX(6)NEW RECTIFIER DROPS NEEDED FOR THE 48VDCPP w c EXISTING 24V CONVERTERS 4 2 INSTALL(7)48VDC RECTIFIERS AND(0)48-TO-24V CONVERTERS F o REQUIRED 24V CONVERTERS 0 3 BATTERY CABINET IS NOT REQUIRED PER AT&T SOD TOOL(3)48V 180AH BATTERY STRINGS E EXISTING AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM EXISTING 448 CONVERTERS 0 WILL PROVIDE 4+HOURS OF RESERVE TIME 0 0 E%ISTING UTILITY POLE #35 TO EXISTING MESA SPAN CABINET REQUIRED V CONVERTERS 0 4 TURN OFF(1)EXISTING 24VOC RECTIFIER FOR A TOTAL OF(4)24VDC RECTIFIERS(N+1)ON N C y EXISTING AT&T ELECTRICAL CONDUITS TRENCHED UNDERGROUND FROM EXISTING AT&T METER AND DISCONNECT SUPPORT RACK TO EXISTING AT&T ELECTRIC PANEL MOUNTED TO of W EXISTING ELEVATED EQUIPMENT PLATFORM HANDRAIL c 0l q• 8' 0' 4• 8• 0 c WEST ELEVATION 1,4.=,._D. 2 ENLARGED EQUIPMENT PLAN 1,q._1._D. A 1 SCALE: 1/4--1•-Q- E r ED v m PROJECT INFORMATION aEcr No W I L L I A M F. COLLINS, A I A o 9/O/IB SS m FOR RUNG n d D E 1 18 et&t m MOBILE COMMUNICATIONS FACILITY G a/13�IR RNSED m T r P� _ A R C H I T E C T S, L L P �}�� ` B B/A/1B REVISED 8G N /� O ¢ EAST ORIENT POINT y r 1L WEST ELEVATION AND .c > !� A 8/1/1. I5 W FOX PREEIUl—REVIEW es NN C' NLARGED EQUIPMENT PLAN 00 12-11T:CINOLOGYDRIVE SETALRCET.NY11733 40200 MAIN ROAD ' CL m VOICE: 631-09-8450 DATA: 631-689LS459 NO mm RmsioNs w x v �,) 11KNNot SITE NO SHEET NUMBER a ORIENT POINT, NY 101 A-101« SCALE AS NOTED D61GNE0 ORnwN ar es ''� 4 NYCENYI 059 PAGE 3 O 6 1 —6 5 4 3 DFN=SN(160,02) DWG 22 x 34 D SIZE 2 '�j 02694' y�Q PSC= c F Bottom To t LTE 70Dj85Qjl90DjAW5iW(S UIr%M 850/VrE 700(Q/E)j LTE VK�S TOP CAP, BY OTHERS ZVEWC ANTENNA MOUNTING A 76, -_ . gQ'�.r.�itil���'�.v BRACKETS BY OTHERS,TYP o DETAIL B o. ANTENNA MOUNTING BRACKETS ?� BULKHEAD, BY OTHERSI `" TO BE PLACED AS NEEDED ,� ' `00 ANTENNA MOUNTING , I RET RET n BRACKETS BY I J y OTHERS, TYP / L � O m 5" 0 D MAST 0 ♦ ANTENNA MOUNTING �py p 3 BRACKETS BY OTHERS,TYP I R SlM N M1 O � ♦ o SPIDER FLANGE BY OTHERS L 001 �♦ *a "MIm Pin am 117et rl c ANTENNA MOUNTING I N?,..II�Iffief Jun Emir N'17d:$s':g[ef T503E�eY`1 10 d BRACKETS TO BE DOW= _ a PLACED AS NEEDED DUM•ANn NM MOlWTM RJ�11=$ ' T BCA a rLTa o I@ � o � � �f F COAX CABLES p c Q �A ®e � Cca7Df C F - Cette " IX/ o ¢ FETtr n:0 DETAL'B' MOU1liN0 PLATE control `m SCAL6 KT.& Gala O O N N y O C U � � r4 �.POLE WEIGHTS ARE APPROXIMATE AND ONLY INCLUDE THE _ Tq*cr WEIGHT OF THE STET1 POLE THEY DO NOT REFLECT THE — — — — — e — — — — — — E WEIGHT WITH ANTENNAS AND CABLES. 0 2.PRIOR TO FABRICATION OF THE MATING FLANGE,VERIFY WITH ka`*DLI,'It 0 - MANUFACTURERS ITS DIAMETER AND THICKNESS. - ... «? 4^.1OQ15^�Itf 6dUDOF'�'J' $2tF'�I�l!aCK •t�F�y�i1[eT a L N m M Gtd ANTENNA MANUFACTURER OUINTEL OUADPLEXER MANUFACTURER COMMSCOPE !� an H!1 up >l� w m c MODEL NO. OS6658-3 MODEL CBC782123-DS OUADPLEXER w WEIGHT, 550 LEIS WEIGHT 13 0 LBS " !, t � Teo so m o N W BOTTOM VIEW 2.44' 1 B Q ° — B o ' `[31Pf61,:: BYJ VLH B�3, it;'d '0"C��aii c ,--ICi°It.FDt,. tT4a1�L+C tt-tflruC CPhtJL'aC+ "E v 6 0 m • '� c n m y N n FRONT VIEW SIDE VIEW }t EIDtY 3rl.0k N W « O O 71 C C c TOP VIEW c 20 S' E y C , o {B�e3and) Plzr- o [Unit m E - • N 0 FRONT VIEW SIDE VIEW TOP VIEWU 947.b, ,, Ata39•duorh - Hasa D uu»v c LTE 0 ° ANTENNA INFORMATION --- A C L c SCALE: 3/4'aT'-0' •- n E r e�R1r© a'f t NO PROJECT INFORMATION o 9/n/te ssued FOR FlUNG Bs �G ND 187 Eo18 at&t L WILLIAM F. COLLINS. AIA MOBILE COMMUNICATIONS FACILITY c e/IJ/18 Re w Bs u O OR Q A R C H I T E C T S, L L P �� � B B/9/18 RM M Bs Y •B \ ANTENNA INFORMATION AND o EAST ORIENT POINT -A i 12-I TGCINOLOGYllRIVE SIiTAUKET,I Y 1IT E e/1/,s M..FOB PBFOBUR BENEM Bs 5 A O c PLUMBING RISER DIAGRAM a 40200 MAIN ROAD a N VOICE- 6'1-68"450 DATA" 631-G39.84591& No onrE BMsioras Br d I J SITE NO SHEET NUMBER o m ORIENT POINT, NY r / _ t r A-102 00 v L sr.,F Az Bom oesieueo ouwN ar B 0 t74 NYCENY105, pgGE 4 of s OFN=STV[160,021 DWG 22%34 D SIZE 6 5 4 3 2 ��� �26944 �0 P60= Oc N0 c v `m WIDTH N L O Z o L WIDTH L o y O N O = ee n (3) EXISTING DC2 BOXES c SECURED TO EXISTING Lal 0 2 e e UNISTRUT RACK ------ = o e o D t / \ m I \ FRONT VIEW SIZE AND WEIGHT TABLE 0 I �\ NOTES* RRH IWIDTH I DEPTH 1HEIGHT jWEIGff W/o BRACIO 3 ( I 1 1. USE 1/2-COAXIAL CABLE W/7/16 ON MALE CONNECTORS ON BOTH ENDS RRH 4T4R B5 IBOW MCA \ 1 \ 2 THE RRH CAN BE MOUNTED IN FOLLOWING STANDARD CONFIGURATIONS: (WITH SOLAR SHIELD) LA (USING MANUFACTURER APPLICATIONS) RRH 4T4R 85 16OW AHG� PNM � ) me8.5' 133' 35.2 LBS. / \ LARGE POLE MOUNT KTT(67- 15'DIAMETER) XTHOLTT SOLAR SHIELD) cLi \ / \ • WALL-MOUNTED(DIRECTLY OR INDIRECTLY USING A UNISTRUT SYSTEM) my \ \ (6) EXISTING RRHs TO BE REMOVED AND REPLACED WITH NOTE:\ (12) NEW RRHs MOUNTED TO EXISTING UNISTRUT RACK 1. USE 1/2'COAXAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS. SIZE AND WEIGHT TABLE WEIGHT(W/0 MOUNTING \\\ \\ (6) EXISTING TWIN DIPLEXERS TO BE REMOVED AND RRH DEPTH BRACKETS) REPLACED WITH (12) NEW OUADPLEXERS MOUNTED TO EXISTING UNISTRUT RACK EXISTING P1000 UNISTRUT RRH 825 RRH 030-4R 120' 7.2' 21.2' S31hs. \\ \ TO BE EXTENDED (WfIH SOLAR SHIELD) c•c c Q \ a 0 Dc,z 0 i 0 0 0 0 2 DC2 C B25 RRH DETAIL 4T4R B5 850 RRH DETAIL o ¢ Q D D D 0 0 0 2 SCALE: 1'=1'-0' V SCALE: 1•=1'-D' O U � C w 0 WI DTH O C U O O y � L WIDTH L -p C E o FMB 0 RRH RRH RRH RFL1 RRH RRH RRHRRHRRH RRH RRH RRH m 0 � U O _ d O L o O C U N d m GROUND BAR j0 c W "MR /rX7 4 _ u a O (12 O O 0 O 2 ALCATEL-LUCENT 1312 14 D' I111AL B@H 0 o = LTE REMOTE RANG HEAD Z,N m J N 01 2 o Q B o U c 0 Em NEW FIBER MANAGEMENT BOX AND EXISTING ELEVATED AT&T DUNNAGE PLATFORM FRONT y DC12 BOX (STACKED) MOUNTED TO RRH FRONT ALCAM-LUCENF WCS 4)(25-WCS-4R H-FRAME AS REQUIRED—o EXISTING UNISTRUT REMOTE RADIO HE�11(RRH) I EXTEND EXISTING RED R SIZE AND WEIGHT TABLE 0 RRH WIDTH DEPTH HEIGHT WOW W/0 c o RRH B12/B14 DAUL RRH _ _ _ _ HEIGHT W/O CABLE WEIGHT y (YAIH SOLAR SHIELD) RRH WIDTH DEPTH MANAGEMENT COVER W/o BRACKET mNOTES. (WTTHOUT SOLAR SHIELD) 15.4RRH 812/13114 DUAL RRH ' 9.4' Z8.7' 101 IBS. RRH (Wes) 12' 8.7' 31.5' 70 LBS. c m 1 SUBCONTRACTOR SHALL SUPPLY AND INSTALL UNISTRUT (OR EQUIVALENT) MOUNTING CHANNELS 4XZ5-4R c 2 SUBCONTRACTOR SHALL SUPPLY(BUT NOT INSTALL) 3/8- 0 UNISTRUT BOLTING HARDWARE AND NOTE- -E SPRING NUTS TYPICAL OF FOUR PER RRH SUBCONTRACTOR SHALL BAG THE BOLTING HARDWARE 1. USE 1/2-COAXIAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS. AND HANG FROM INSTALLED UNISTRUT FRAME rn co 3 SPACING MAY VARY BASED ON SELECTED EQUIPMENT ADJUSTMENTS TO SPACING WILL BE MADE FL.. _ BY RRH INSTALLER CC6 E 4 THE BOX MAY BE MOUNTED DIRECTLY BEHIND THE RRH'S IF SPACE IS AVAILABLE 0 0 5 NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED N C U C L C j ° EQUIPMENT RACK DETAILS B12 B14 DUAL RRH DETAIL -4x25-4R WCS RRH DETAIL A t i •c I SCALE: 3/4" - 1'-0' SCALE 1'=1'-O' W 1.7 '-0' E 7 E c v PROJECT INFORMATION EC 0 -1 oNDE — 1 �' Ir- �, W I L L I A M F. COLLINS, A I A MOBILE COMMUNICATIONS FACILITY sinils SS m i00. llNC 65 TO d/ l atBLt m � A R C H I T E C T S. LLP ti 'G C) Q C B/IJ/IB REVISED BS TM o - EAST ORIENT POINT f���j� R e/e/le REVSED es �- a 1 RRH MOUNTING DETAILS AND m a " 12-1 TCCkL10LOGYDRIVE SETAl110ET,NY 11733 V/ll VK\ B/1/IB SS EO MR PRF NINAiY REVEW es u ;v EQUIPMENT DETAILS `a, m VOICE. 631.689.8450 DACA: 6i1-G89-8459 ORIENT MAIN ROAD / NC IMM Rmsl.s IW c w r a ORIENT POINT, NY I{ III 0 0 SITE NO SHEET NUMBER Lj c scut.�s NOTm oESISNm DR"In es �' 1 73 NYCENY1059 A-103 00 PAGE 5 OF 6 DFN=SM160,023 DWG 22 z 34 D SIZE 6 5 4 1 3 2 "9}� 026944 �OQ PSG- 0 F N�`� m 66.90• AT&T No.NEO.115917 DC12-48'6®'0-25E 62.90' � 0 DC POWER SYSTEM!FEATURES - Z NOMINAL SYSTEM VOLTAGE -48VDC OR+24VDC \ CONTROL MICROPROCESSOR(ACU+) o_ I RATED OUTPUT CAPACITY-MAXIMUM CONFIGURATION m SYSTEN 550 AMPS AT-4BVDC PLUS REDUNDANCY ' E 400 AMPS AT+24VDC PLUS REDUNDANCY rg• m - -,ref I RECTIFIER 2000 WATTS(41.7A) I CONVERTER - 12DO WATTS(50A),-48VW TO+24VDC I !DISTRIBUTION PANEL(TOP) WIRED FOR(16)+24V AND(13)-48V BULLET POSITIONS .✓s°P� .�'S,� 9 ( (30)-48V BULLET POSITIONS ar D n rl /2wOPERATING TEMPERATURE -4RF TO 11SF(-40'C TO4SC)CONTINUOUS OPERATION HUMIDITY 02 TO RSA RELATIVE HUMIDITY,NON-CONDENSING m / NEMA ENCLOSURE 3R THERMAL m ice/ SOLUTIONS 41 Sae illustration to identify POWER CHAMBER 2500 WATT DODR-MOUNTED HEAT D(CHANGFR, ion dent _ 2RU AVAILABLE SPACE FOR SURGE PROTECTION Base Fort o MP NEIN I BATTERY CHAMBER FAN COOLED,FRESH AIR VMTON, AssannW D9fini ons •✓' ''� L HOLDS UP TO(3)FLATTERY STRINGS 3 39 02' 31.81' EGUIPM . GROUND W 10 POSITIONS a ' TERMINAL BLOCK 12-POSITION PHOENIX ALARM BLOCK, 32-POSITION PHOENIX ALARM BUNCHING BLOCK 3.00' SAFETY • ' I • DC PO SYSTEM UL 1BO1 LISTED(US k CANADA).NEBS LEVEL 3 �r # 4� f° "tit {,��'•'`•"-" , c ENCLOSURE GR-487,UL 60950,AND SEISMIC ZONE 4 COMPLIANT o >. OUTDOOR Ne1Suro m 512 816@s(W/0 BATTERIES) 2'GandUn 21 GOnduR m v 23001bs(W/GIB BATTERIES) Ground Ground a 2 •_ PLTRH TBO N N tCLEARANCES FRONT 36' , >__,_ L I I1. LEFT AND RX*lT 0' Note. >, rn REAR 12" 6ptionul glands and'rn.srtstire irtdudgd ' d v T hardware[gt a 1 t ^ 1750" shippod with Bte y - 1 82 C DC12-48-50-0-25E. 7.14' 350. &0.0(6 TYP) _ a9 (TIP) ,or(e 7YP) =: 1 p -6N E i g OMP Definitions 0 c ^a N o 42 \ _cf0.i LEFT SIDE NEW $ FRONT VIEW n a c r Y1 ,- o o - .P05P.pm of m_-mmzatxLlo7p .O 9PTIONAL.PUNTH br 12 modulo=LNCbR o — a t 4.4b' 2284' y m EMERSON NETSUKE 512 m 31.77' C-az.;# -48V DC POWER SYSTEM MOUNTING TEIMPLATE USOLE: 3/4•m 1•-0' r ululm as pnaered. 03 + '+ a7 r \ N U � N � `fir •� C ' Ove:h 1w -.M 40 mvA p 2 o 0 o U o .•ti.• O cm,c..cLnr�v.naEry nO 1,�1m1.x o 18" 14" I •~ �, o O O0 c - O' 0.05ENBERLFA �2'mduB 1 Grund _ as m6oi°m d7-D3bnxe y�,� ?il6Y10D Oi tfSTtIOs000 ID0pM ' w E 1 \ , SRIWNe GTAInE(OIXL o I y c v do O O 00 L c 1(IE56 Elan 92 ffWLlEs ae PoaEfeQ C!.6-CO-SCt•2RN=01 loop oT-D815]+ o GDu11f'3161Cfit3t ITiil d37LMIE E O O aseertlp at U.e L1s Faa ra1D�e = 8 N C F ° FRONT VIEW SIDE MEN A m E FH-15-ABOX FLAB 0 0 N C C01 L N d 0 O = L ° FIBER MANAGEMENT BOX =2 DETAILS A c' C •. 2 SCALE: ' m ,•-0• 3 SCIO.E: ,• _ ,•-0' Er 1 � U A � o - r PROJECT INFORMATION: RaEc No r3t&t M W I L L I A M F. COLLINS. A I A ° 9/17/18 suEo MR LNG Bs vNDE L9C Y8L ?�718 03 MOBILE COMMUNICATIONS FACILITY c r�n,Lr REVISE° BS " Q� ARC C H I T E C T S. L L P � �� R e/9/1e REVISEn Bs " \� © a EAST ORIENT POINT t A 8/1/18 55°E°MR PREONIwP REVEW es u ' b r *1 EQUIPMENT DETAILS O 12-1 TGCII\OLOGY DRI\'P SL'CAL4:TiT.NY 1I7JJ eg�? NO GTE REV6i0N5 tir }' I� SITE NO SHEET NUMBER m VOICG: 631-6398450 DATA: Ga1G898459 40200 MAIN ROAD e ORIENT POINT, NY '�✓" II, °r C.1 r SOLE AS NOmD DESIGNED ORAwN ar ,> .-, 10e374 NYCENY1059 PAGE O aF00 6 5 4 1 3 2 �`r y DFN=SIV[160,02] DWG 22 z 34 D SIZE 0.26a44 y0� P50= OF N��/ c S PROJECT INFORMATION o SCOPE OF WORK- ON CONCEALMENT POLE: (6) EXISTING ANTENNAS TO BE REMOVED AND REPLACED z WITH (6) NEW ANTENNAS. (12) EXISTING TMAs TO BE REMOVED REPLACED WITH (12) NEW QUADPLEXERS. Nat&t E AT GRADE: (6) EXISTING RRHs TO BE REMOVED AND REPLACED WITH (12) NEW - - � g RRHs. (3) EXISTING DC2 BOXES TO REMAIN. INSTALL (1) NEW FIBER MANAGEMENT BOX AND (1) NEW DC12 BOX. INSTALL NEW EMERSON NETSURE 512 POWER PLANT EQUIPMENT CABINET. D 3 - `s SITE ADDRESS KNIGHT STREET, PROPERTY OWNER-M.G.H. ENTERPRISES INC. N SHOREHAM, NY 11786 ORIENT, NY 11957 m CONTACT BOB HAASE (631) 323-2424 SITE NUMBER: NYCENY1059 FA: 10107374 LATITUDE N 40' 57' 10.80" (NAD83) SITE NAME: EAST ORIENT POINT LONGITUDE W 72' 52' 59.27" (NAD83) 3 ELEVATION tO.O' AMSL (NAVD88) APPLICANT NEW CINGULAR WIRELESS PCS, LLC JURISDICTION TOWN OF SOUTHOLD ("AT&T") ONE AT&T WAY LTE 3C WCS, 4C FI RSTN ET, 5C 850 TAX ID NUMBERSECTION: 15 BLOCK: 9 LOT: 8.1 BEDMINSTER, NJ 07921 am a ZONING DISTRICT.- MARINE II STRUCTURAL REVIEW STATEMENT APPLICABLE BUILDING CODES AND STANDARDS CURRENT USE- WIRELESS TELECOM MUN[CATIONS FACILITY EXISTING CONCEALMENT POLE HAS BEEN EVALUATED FOR REPLACEMENT/ADDITION OF ANTENNAS, COAX SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS NEW USE- WIRELESS TELECOMMUNICATIONS FACILITY a CABLES & EQUIPMENT AND NO MODIFICATIONS TO THE CONCEALMENT POLE ARE REQUIRED. ADOPTED BY HE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. HE EDITION OF € RF DATA SHEET VICINITY MAP / DIRECTIONS THE AHJ HE DESIGNOPED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN DATE ISSUED: TAKE GEORGE WASHINGTON BRIDGE TO CROSS BRONX EXPRESSWAY EAST. HROGS NECK BRIDGE TO THE SPECIFIC REQUIREMENT SHALL GOVERN: 2015 INTERNATIONAL BUILDING CODE OF HE STATE OF N.Y. a DRAWING INDEX REV• ONOSS WILLIAM ISLAND FIAYD PARKWAY UNTIL HE END (STD 25A)EXPRESSWAY SMAKE LEFT ONL.I.E. 25A AND EXIT PROCEED TO PROCEED RANDAL NORTH ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE (NEC) — 2008 C T-100.00 TITLE SHEET D RD. MAKE RIGHT ON RANDAL RD. AND PROCEED TO STOP SIGN (NORTH COUNTRY ROAD). MAKE A RIGHT FIRE / LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — 2007, SECTION 609 AND o a AND GO APPROX. 3/4 MI. TO REYNOLDS RD. TURN RIGHT ON REYNOLDS RD. TAKE NEXT LEFT ON A-100.00 SITE PLAN AND GENERAL NOTES D DUCHESS RD. AND HE NEXT RIGHT ONTO ROYAL WAY. PROCEED TO KNIGHT ST. AND MAKE A LEFT. FIRE CODE OF NEW YORK STATE — 2010 o PROCEED TO THE END OF KNIGHT ST. AND ACCESS SITE THROUGH GATE ON HE LEFT. SECURITY LEVEL LIGHTNING PROTECTION CODE: A-101.00 WEST ELEVATION AND ENLARGED EQUIPMENT PLAN D 1CONTACT—YOU MUST HAVE A SUFFOLK COUNTY ACCESS CARD TO BE ON HE PROPERTY. CALL SCWA AT [NFPA 780 — STANDARD FOR HE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, LIGHTNING A-102.00 ANTENNA INFORMATION AND PLUMBING RISER DIAGRAM D 631-665-2653 TO INFORM HEM YOU ARE ON SITE. PROTECTION CODE 20081. A-103.00 RRH DETAILS D SUBCONTRACTOR'S WORK SHALL COMPLY WITH HE LATEST EDITION OF HE FOLLOWING STANDARDS. y L CONCRETE E A-104.00 EOUIPMENT DETAILS D �N s AMERICAN INSTITUTEAMERICAN EOFSS EEL CONSTRUCTION BUILDING 318, (AISC)CO MANUAL DE QOF STEELSCONST FOR RUCTION,�HIRE NTH EDITION. D o ANSI/TIA 222—G, 2005, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES & ANTENNAS o v ra INCLUDING — ADDENDUM 1, 222—G-1, DATED 2007, ADDENDUM 2, 222—G-2, DATED 2009, ADDENDUM 3, 222—G-3, DATED 2013 AND ADDENDUM 4, 222—G-4, DATED 2014. Ur m sa Onent Point County Park � TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. r INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION. to U Prop`" -Orlent Point Ferry� 1xe J TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS. m { ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION. �j Eagle's Neck - Q - Ra B Man it Charters q Paddling Company FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL. METHODS Y Plum Island f OF CONSTRUCTION, OR OTHER REQUIREMENTS, HE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE A 'C Animal Dlseaseenter THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC E REQUIREMENT SHALL GOVERN. n �Ondnt by the Sea Manna 8� c�Oa. ( DETAIL Rosteuiant a Y '� ' soon m a O SC c. N T.S. P AREA OF i WORK NEW YORK ONE—CALL PROCEDURES: CONTRACTOR SHALL COMPLY WITH HE NEW YORK ONE—CALL PROCEDURES BEFORE ANY EXCAVATION, DRILLING OR BORING. E c 4 1) ALL CONTRACTORS MUST CALL 2 TO 10 WORKING DAYS PRIOR TO START OF PROJECT AND RECORD d 4 HE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY OPERATORS. 2) AFTER CALLING HE CALLERS MUST WAIT HE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS ~ 0 SITE OUALIFICATION PARTICIPANTS 3) ALL ECONTRACTORSMIED MUST PROVIDE TO THEOPERATORS MUCH IINFFORMATIONNON HE WORKSITE AS POSSIBLE TO THE € ONE CALL CENTER. N ` TITLE NAME COMPANY NUMBER 4) IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT HE CALLER REQUEST A SITE MEETING A/E NEIL A. MACDONALD WILLIAM F. COLLINS, AIA ARCHITECTS, LLP (631) 689-8450 AS TO MAKE HE WORK LOCATION CLEAR TO ALL MARK—OUT CREWS. ENGINEER _ _ _ 5) IF THE PROJECT IS TO EXTEND PAST 10 WORKING DAYS IT IS HIGHLY RECOMMENDED THAT HE TICKET BE UPDATED WORKING DAYS IN ORDER ° CONSTRUCTION — — — TO MAINTAIN MAXIMUM PROTECTION OF H G ING D RF PHIL LICHTENBERGER AT&T (631) 424-3041 A U PROJECT INFORMATION P C VF W I L L I A M F. COLLINS, A I A o B/n/ie BSBm FBR fIlING 05 lV ` j ��&� MOBILE COMMUNICATIONS FACILITY ' A m Q A R C H 1 T E C T S, L L P }�� B B flEN5E0 o EAST ORIENT POINT ` /B/1B REvam fly TY NN rn 'o g 12-11T:CINOLOGYDRIVLI SETAUKET.NY 11733 TITLE SHEET yJ1J B/1/18 -M MD PRFI.,-RENEW 85 TYI RA t ," 40200 MAIN ROAD \�— / NO on B RENeioNs BY cxN_ B NO SITE NO SHEET NUMBER EL m VOICE G:1•G898450 DATA: Gi1G898459 ORIENT POINT, NY C t°� to. sOUE ws xortv oEsicxm o—Br Bs ,1 O NYCENY1 O59 TALE 00o 00 6 5 DFN=S V[160.021 DWG 22 X 34 D SIZE c NOTE 1 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY c 1 PROPERTY LINES AND BUILDING FOOT PRINT SHOWN ARE +� CONTRACTOR - BECHTEL APPROXIMATE, TAKEN FROM EXISTING TAX MAPS AND NOT BASED ON ap b y SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) t DIRECT PROPERTY SURVEY °O `a OWNER - NEW CINGULAR WIRELESS PCS, LLC(-AT&T-) 2 ANTENNA ORIENTATION /AZIMUTHS SHALL BE FIELD VERIFIED QQQ < OEM - ORIGINAL EQUIPMENT MANUFACTURE 0 3 EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY / ° 2 PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO Z 4 LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY AND MAY NOT / sue. FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN REFLECT FINAL RF DESIGN REFER TO THE LATEST RF DATA SHEET \ y c9� ON THE CONSTRUCTION DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF co FOR FINAL LTE ANTENNA SPECIFICATIONS,AZIMUTHS,TILTS, ETC / \per, CONTRACTOR 3 ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL E e� LAWS, ORDINANCES, RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS 3 D 4, DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY §o '" 5 UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS 6 DELETED 7 THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S m RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 3 �P�\� QP��QP�L�1 O o b»��°�' • 8 IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE OWNER SUBCONTRACTOR NSHOWN DETERMINE ROUTING ON THE POWER, GROUND GAND ER AND TI AC GROUNDING TELCCO PLAN DRAWNG SUBCONTRTOR SHALL CABLES AS UTILIZE EXISTING AT&T ELECTRIC CONDUITS TRENCHED UNDERGROUND FROM �'CV� r\O PGA / ''• �.} EXISTING CABLE TRAYS SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR ROUTING EXISTING AT&T ELECTRICAL METER AND DISCONNECT SUPPORT RACK \�' �� OF TRENCHING SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE 0 TO EXISTING AT&T ELECTRIC PANEL MOUNTED ON EXISTING ELEVATED \5 '( °S•- EQUIPMENT PLATFORM G C\ ll, 10 THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND 07 0� CTl\�' STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF c I(T \' `O '..ta v. F•0. ;N'� OWNER r 11 SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL EXISTING 14'-0- HIGH X 6'-0"WIDE EASTERN RED / m -� CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY ANTENNAS REMOVED SHALL BE RETURNED TO CEDARS® 6'-0"0 C,TYP OF(9) c v `b + m mp m + �a� THE OWNER'S DESIGNATED LOCATION -� m 12 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION + m + t EXISTING AT&T EQUIPMENT CABINETS MOUNTED ON " mm v. EX w4 MAIR NIA 13 ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) EXISTING ELEVATED GALVANIZED STEEL PLATFORM 3 \ 301 m c 4 c Q b m 14 ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS •S }+4Jc OTHERWISE SPECIFIED ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE EXISTING AT&T 90'-0" HIGH RF _ 'zlpp "F REQUIREMENTS COMPATIBLE CONCEALMENT POLE T+t� o Q as + �d 15 ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS O + m �Q' q1, •� 6 y / i6 CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 247B2-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION e 4 ,p :� mZ '�• / SERVICES o 4�'1 o /+ 17 SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED SUBCONTRACTOR o c + SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION /+ \a61,,.T, 18 THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION ANY CONSTRUCTION WORK BY SUBCONTRACTOR d '\' SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION ANY WORK ON EXISTING EQUIPMENT MUST BE E +/ u J��Q�� COORDINATED O DI USUALLI WITH CONTRACTOR ONT TRAFFIC ALSO, PER WORKDS MAY NEED O BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE a U / t '' + G� �� 19 SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND o «1 Ar&I, a �q ..d" / Gj a HIGH LEVELS OF EECTROMAGNETIC RADIATION EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY d' -, WORK THAT COULD EXPOSE THE WORKERS TO DANGER PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE N 2 �R C� r -J // C:) G\\i\ WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS / 3 m " / tm �Of NOf 0. 8' `EXISTING MARINA 'c m J ci a `Pe. m cn 2 o ti°° B o.V + 0 E .aR� c n +ye A G / E / PROPERTY LINE, TYP / s m 0 �+ c v° y d a°ry v + EXISTING BOAT LAUNCH RAMP m c ey E 348 47• v / E _ °° EXISTING BULKHEAD ~ m EXISTING SHORE IN E ` S39'44•40.,WE�rn EXISTING BAY ENTRANCE N C � o La 0' 10' 20' 40' E t PARTIAL SITE PLAN 1- = 20'-0" GENE A E • SCALE* 1's 20' NORTH SCALE: N.T. . Er 2 4 ) r PROJECT INFORMATION _ JCL 1 E 8t&t r W I L L I A M F. COLLINS. A I A D s/A/1a —W FON RUNG as T. y j P Ty MOBILE COMMUNICATIONS FACILITY m Q h A R C H I T E C T S. L L P G 8/13/18 RIMSED aS TN j� o ! EAST ORIENT POINT l at&t a ary/la RMSED as TN NN c `y 1 Q E PLAN AND GENERAL NOTES m '0 12-I TECIIN IE OLOGYDRIVG SETAUT,NY I1r3 40200 MAIN ROAD a/I/le M.roR PReuNNw Renaw as TN N n m VOICE' 611-689-8450 DATA• 01.689.8459 ORIENT POINT, NY NO aw .—,.s w cNN rD — ,+ It , B N SITE NO SHEET NUMBER 1` �' A-100.00 U M r. SCALE As NO— ocslDNeo DRAWN ar as NYCENYI 059 PAGE 2 OF 6 6 5 4 �' 3 2 �25944 �0 DFN=STV[160,021 DWG 22 z 34 D SIZE Or G PSC= r IV�•-� C � 70'-0"t AGL t TO NEW R F COMPATIBLE MONOPOLE (EXTENDABLE TO 90'-0") p (6) EXISTING AT&T ANTENNAS TO BE REMOVED AND Z 67'-0" AGL REPLACED WITH (6) NEW ANTENNAS (6) EXISTING TWIN NO ADDITIONAL COAX/POWER/FIBER CABLES ARE NEEDED RAD NEW AT&T ANTENNAS DIPLEXERS TO BE REMOVED AND REPLACED WITH (12) EXISTING MESA SPAN CABINET MOUNTED ON EXISTING o NEW OUADPLEXERS WITHIN EXISTING CONCEALMENT POLE AT&T ELEVATED GALVANIZED STEEL PLATFORM NEW EMERSON NETSURE 512 -48V DC POWER SYSTEM y CABINET ATOP EXISTING AT&T EQUIPMENT PLATFORM d n EXISTING 90'-0" HIGH AT&T RF COMPATIBLE CONCEALMENT MONOPOLE EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA N SPAN CABINET ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT EXISTING AT&T TELCO AND ELECTRIC CONDUITS TRENCHED 3 PLATFORM TO EXISTING AT&T HANDRAIL MOUNTED TELCO PANEL UNDERGROUND FROM EXISTING UTILITY POLE#35 AND D 57'-0"t AGL EXISTING AT&T COAXIAL ANTENNA CABLES ROUTED WITHIN EXISTING AT&T ELECTRIC METER AND DISCONNECT TO `o EXISTING AT&T MONOPOLE EXISTING AT&T TELCO AND ELECTRIC PANELS MOUNTED ON n RAD NEW AT&T ANTENNAS EXISTING AT&T EQUIPMENT PLATFORM m (2) EXISTING PURCELL CABINETS STACKED EXISTING BBU EXISTING 400 SO FT AT&T FENCED LEASE AREA y TO BE INSTALLED IN EXISTING PURCELL FLXI6WS CABINET c p m EXISTING AT&T LTE GPS UNIT MOUNTED TO EXISTING EQUIPMENT PLATFORM HANDRAIL p l�(/�i/�-7 -l•�(/�%/1J I,-)(/j (/ �•.l'I/r�, l'�/r/ 1-,1)l —\.l�fiJ� izz Q f��r l..��' �„ i=/" '� f�•.� ���� it r `l r��l rrJ11��--T (6) EXISTING AT&T RRHs AND (6)TWIN �"Cr�J �l�l�) �(/i��iCl �(i t_(/J J�L v .c._��V J/ ��) L�/J/�Lj\) J ru DIPLEXERS TO BE REMOVED AND REPLACED (r��1 �1 �� lri EXISTING AT&T EQUIPMENT CABINETS m, WITH (12) NEW RRHs AND (12) NEW f`�\r�( /�J� MOUNTED ON EXISTING ELEVATED co OUADPLEXERS MOUNTED ON UNISTRUT x—x x x x x—x—x x— '� `L\ ��^� GALVANIZED STEEL PLATFORM,TYP c SECURED TO EXISTING AT&T ANTENNA CABLE (1) EXISTING AT&T LTE GPS UNIT MOUNTED TO EXISTING SUPPORT RACK FRAME o m EQUIPMENT PLATFORM HANDRAIL BEYOND SPAN Z EXISTING AT&T TELCO AND POWER x I CABINET DI EXISTING AT&T MESA SPAN CABINET MOUNTED PANELS MOUNTED TO EXISTING ,fMEf (ice m H ON EXISTING GALVANIZED STEEL ELEVATED PLATFORM HANDRAIL E R EQUIPMENT PLATFORM BEYOND w t (1) E%ISTING AT&T E911 GPS UNIT MOUNTED TO �`\ TWIN EXISTING AT&T RBE AND ED �, rn x x TWIN DIPLEXERS TO BE REMOVED AND c •c EXISTING CABLE ICE BRIDGE POST EXISTING 90'-0" HIGH AT&T RF REPLACED WITH 12 NEW RRHs AND — COMPATIBLE CONCEALMENT MONOPOLE �1� ( ) c a EXISTING AT&T ELEVATED CABLE ICE BRIDGE S� REP NEW WITH (12) N MOUNTED ON �x CABINET 24 VDC CABINET CAB NET I �(�/�(jLl UNISTRUT EXTEND EXISTING H-FRAME C v c J °a STING (9) EXISTING 14'-0- HIGH X 6'-0"WIDE EASTERN MONOPOLE RACK AS REQUIRED -p F EXISTING AT&T ANTENNA CABLE SUPPORT o Q RED CEDARS 06'-0"0 C BEYOND RACK FOUNDATION y p w DC12 m 14' AGL EXISTING AT&T OUTDOOR EQUIPMENT \ R RR RR R RR R RR R RR R FMB `��✓ \\_ TO EXISTING SHRUBS BEYOND a GALLVANIZED MOUNTED ON EXISTING STEELELEVATED PLATFORM A 11A A o x xx—x "x—x—x x x liL�r) 13'-0"t AGL -p T 0 EXISTING FENCE AND T O EXISTING EXISTING AT&T 13'-0" HIGH CHAIN LINK EXISTING AT&T ANTENNA CABLE UPPER ICE BRIDGE a (6) EXISTING AT&T ANTENNAS J c FENCE WITH 4'-0" LOCKABLE GATE SUPPORT RACK FRAME d E TO BE REMOVED AND EXISTING AT&T COAXIAL ANTENNA CABLES 12'-5"t AGL REPLACED WITH (2) NEW ROUTED THROUGH EXISTING ELEVATED ICE C�J �jl•�) a ci T 0 EXISTING AT&T EQUIPMENT CABINET ANTENNAS (6) EXISTING TWIN BRIDGE TO EXISTING MONOPOLE « TRIPLEXERS TO BE REMOVED NEW FIBER MANAGEMENT BOX AND « AND REPLACED WITH (12) o t ¢ NEW OUADPLEXERS WITHIN EXISTING UN ISTRUT D) MOUNTED TO EXTEND EXISTING c p EXISTING GALVANIZED STEEL ELEVATED H-FRAME AS REQUIRED m m gUIPMENT PLATFORM EXISTING CONCEALMENT POLE T 0 EXISTING LOWER ICE BRIDGE YN EXISTING 13'-D" HIGH CHAIN LINK FENCE m EXISTING AT&T E911 GPS UNIT MOUNTED WITH 4'-0" LOCKABLE GATE AND GREEN y 2 5'-3"t AGL 13'-3"t AMSL ISTING CONCRETE PIER,TYP OF (6) TO EXISTING CABLE ICE BRIDGE POST 'PERMAHEDGE' PRIVACY SLATS z T O EXSITING AT&T EQUIPMENT PLATFORM L TIONS EXISTING AT&T ELEVATED ICE BRIDGE p EXISTING AT&T EMERGENCY GENERATOR RECEPTACLE p MOUNTED TO SIDE OF POWER PANEL (9) EXISTING 14'-0" HIGH X 6'-0' WIDE EASTERN RED -0" mN �4'-0"t AGL(12'-0"f AMSL) 3'-10't AGL 11'-10" AMSL CEDARS ® 6' 0 C B O EXISTING AT&T EQUIPMENT PLATFORM T TO NEW CONCRETE PIt ER N L° (FLOOD LEVEL) a c -4 E U o _ _ n 0 m m GRADE E I I I I I I 'Q n EXISTING MONOPOLE FOUNDATION I I I I I I y I I I T—T—TT-1—TI—T—T—T c E EXISTING AT&T GALVANIZED STEEL DUNNAGE I I I I E E E —E E —E I—r E E —E -pp C RAILING AND STAIR I I I I I I I U N I I I I I I I op \` EXISRNG 24V RECTIFlERS 5 1 REMOVE 24V-TO48V CONVERTER UNIT AND TRANSFER ALL 48V LOADS TO A NEW 48VDC E EXISTING AT&T TELCO CONDUIT ROUTED FROM EXISTING MESA SPAN CABINET REOUIRED 24V RECTIFIERS 4 EMERSON NESURE 512 POWER PLANT INSTALL RECTIFIER AC FEEDS AND BREAKERS TO d c ALONG UNDERSIDE OF EXISTING AT&T EQUIPMENT PLATFORM TO EXISTING EXISTING 48V RECTIFIERS 0 EXISTING BREAKER PANEL ITS ACCEPTABLE TO REPURPOSE UNUSED 24VDC RECTIFIER CIRCUIT 0 AT&T HANDRAIL MOUNTED TELCO PANEL REQUIRED 48V RECTIFIERS 7 POSITIONS SIX(6)NEW RECTIFIER DROPS NEEDED FOR THE 48VDCPP t c EXISTING 24V CONVERTERS 4 2 INSTALL(7)48VDC RECTIFIERS AND(0)48-TO-24V CONVERTERS f.• o REQUIRED 24V CONVERTERS 0 3 BATTERY CABINET IS NOT REDUIRED PER AT&T SPC TOOL(3)48V 180AH BATTERY STRINGS 10 EISTING AT&T TELCO CONDUIT TRENCHED UNDERGROUND FROM EXISTING 48V CONVERTERS 0 WILL PROVDE 4+HOURS OF RESERVE TIME E EXXISTING UTILITY POLE #35 TO EXISTING MESA SPAN CABINET REQUIRED 48V CONVERTERS 0 4 TURN OFF(1)EXISTING 24VDC RECTIFIER FOR A TOTAL OF(4)24VDC RECTIFIERS(N+1)ON C] p N C c y EXISTING AT&T ELECTRICAL CONDUITS TRENCHED UNDERGROUND FROM EXISTING AT&T METER AND DISCONNECT SUPPORT RACK TO EXISTING AT&T ELECTRIC PANEL MOUNTED TO of a) EXISTING ELEVATED EQUIPMENT PLATFORM HANDRAIL a O' 4' 8' 0' 4' 8' WEST ELEVATION . 2 ENLARGED EQUIPMENT PLAN ���ED Aqcy A •c SCALE: 1/4"-V-0" E r �� N�ER v m PROJECT INFORMATION: _mil W I L L I A M F. COLLINS. A I A D 9/P/IB SSDm MR RUNG 65 iY /` A 7 /�t&t m - A R C H I T E C T S, L L P MOBILE COMMUNICATIONS FACILITY ���� G 9/I]/19 REMSm Tx x Z T ; fl �✓ © ` ( EAST ORIENT POINT N 8/9/IR RE m Ds w ; ° EST ELEVATION AND t ,f/ A e/Vls Is—MR RRc.l_RNv es ru I LARGED EQUIPMENT PLAN 0 12-ITECFINOLOGYllWVE SETA(JF;ET,NYllr3 a 4RIEN MAIN ROAD IL � VOICE: 6:1-639.8450 DATA- 631•G39.8-059 ORIENT POINT, NY � No w1E RnslaNs er cNR � ,I a srrE No SHEEP NUMBER L) :EscAL[.As Norco DESIGNED oRAwN w ss V p. NYCENY1059 PAGE 03 OF00 6 5 4 2 DFN=SrV[160,02) DWG 22 z 34 D SIZE 't 3 OF �E�tt PSG= rn Top 5GftDm LTE 700J850/19001AWSAWS UNM 850/ILTE 700(D/E) LTE VMS TOP CAP, BY OTHERS z ANTENNA MOUNTING 7W c BRACKETS BY OTHERS, TYP A mm DETAIL B 41n ANTENNA MOUNTING BRACKETS BULKHEAD, BY OTHERS TO BE PLACED AS NEEDED D I .2 ANTENNA MOUNTING FtIE7 RET 8, BRACKETS BY OTHERS, TYP 5" 0 D MAST • ANTENNA MOUNTING BRACKETS BY OTHERS, TYP 0. ym 13 SPIDER FLANGE BY OTHERS 9FA ME W4 SIM *Me amm r-6 m. r—W A 0 BRACKETS TO BE Ic ANTENNA MOUNTING m , ir PLACED AS NEEDED DETAL ANTEMA MOLWMG T E SCAM KTIL o COAX CABLES-6 HET c VIEW A Cable 2 DUAL V o NOLUnM PLATS Cmtrol SCALB KTJI c5we 0 -6 E 0 .2 �5 Nam , POLE WEIGHTS ARE APPROXIMATE AND ONLY INCLUDE THE 7o*cr -F3 WEIGHT OF THE STEEL POLE.THEY 00 NOT REFLECT THE — — — — — — E — — — — — — — — — — — — WEIGHT WITH ANTENNAS AND CABLES. E 0 2.PRIOR TO FABRICATION OF THE MATING FLANGE,VERIFY WITH 41111111111 0 MANUFACTURERS ITS DIAMETER AND THICKNESS. Qu35Pkxff amn[beffef ANTENNA MANUFACTURER QUINTEL QUADPLEXER MANUFACTURER COMMSCOPE MODEL NO. OS6658-3 MODEL CBC782123-DS QUADPLEXER I IwwI on w No ON 4.-1 WA Aftwww MIR WEIGHT, 550 LBS WEIGHT 13 0 LEIS clj Tj BOTTOM VIEW 2.44' 91 84" 2 0 �0 .--- 0 0 .rj,wct cc m E 6 LIZ TI = 4) c4 E SIDE VIEW FRONT MEW 49 TOP VIEW r? rl 20 S" E ?A2in JS=r7mimd) cv FRONT VIEW SIDE VIEW TOP VIEW ALU 9926 rsaa mE (D LTE 0 D ANT ENNA INFORMATION `! A SCALE: 3/4m '-O' E E co DER, 4,f,. SCALE: PROJECT INFORMATION W I L L I A M F. COLLINS. A I A D R/17/18 ISSUED FOR­G ES N N 1 1 at&t MOBILE COMMUNICATIONS FACILITY c 8/m/18 �sm ARCH I TECTS. LLP as N < I EAST ORIENT POINT as ANTENNA INFORMATION AND 6 8/9/18 —SED PLUMBING RISER DIAGRAM o IOLOGYDRINT- SETAUKFT.NYI17-33 at&t —1—R.. as N. il > 12-1 TECI INI 40200 MAIN ROAD CL VOICE: 6-31-689-8450 DATA: 631-089-8459 ORIENT POINT, NY NO �n RMSIO.S v CHK SITE NO SHEET NUMBER Es— loo"was 7 NYCENY1059 A-1 I 02 F00 PACE 4 O 6. DFN=STV[16D.02] DWG 22 x 34 "D SIZE PSC= 6 5 4 3 2 I I t I \)�� N WIDTH L O 0 Z O o WIDTH 0 0 .y O NI E n (3) EXISTING DC2 BOXES C='J c SECURED TO EXISTING W 2 S UNISTRUT RACK — _ O 0e e D O 2 p / \ m 1 \ tRONT 1nEW SIZE AND WEIGHT TABLE I I\ NOTES, 0 RRH WIDTH DEPTH HEIGHT WEIGHT W/O BMW 3 I I\ 1. USE 1/2'COAXIAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS. RRH 4T4R B55 16OW AHCA 1 I \ 2. THE RRH CAN BE MOUNTED IN FOLLOWING STANDARD CONFIGURATIONS: SOLAR SHAD) \ \ POLE-MOUNTED(USING MANUFACTURER RECOMMENDED APPLICATIONS) RRH 4T4R 85 160W AHG CL \\ \\ SMALL POLE MOUNT IOT(2•-6•DIAMETER) 11.6' 6.5' 13.3- 35.2 LBS. LARGE POLE MOUNT KIT(6-- le DIAMETER) (Wff}i0�SOLAR) WALL-MOUNTED(DIRECTLY OR INDIRECTLY USING A UNISTRUT SYSTEM) (6) EXISTING RRHS TO BE REMOVED AND REPLACED WITH ' NOTE: \ (12) NEW RRH. MOUNTED TO EXISTING UNISTRUT RACK 1. USE 1/2-COAIOAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS SIZE AND WEIGHT TABLE T \ —— \ RRH WIDTH DEPTH HEIGHT WEIGHT(W/0 MOUNTING cc \\ \ (6) EXISTING TWIN DIPLEXERS TO BE REMOVED AND BRACKETS) ; d \\ \\ REPLACED WITH (12) NEW QUADPLEXERS MOUNTED TO EXISTING UNISTRUT RACK EXISTING P1000 UNISTRUT RRH 625 RRH 4X30-4R w \ 120' 72' 21.2' 531ha y \ \ TO BE EXTENDED (WUH SOLAR SHIELD) \ c c Q \ 0 DC12 O �C2 OC i A�3 O O O 0 C -a \ \ oa S25 RRH DETAIL 4T4R W 850 RRH DETAIL v \�—'// 2 SCALE ,•=,•-0- 3 SCALE: ,•=,•-0- to 0 0 0 0 0 0 O O � C O C �] O o o L w��r N N 0 U o'E WIDTH E o FMB o RRH � RRH 3L RRH RRH RRH RRH RRH !?RN RRH a 0 o U m , O L O O C U N N DO GROUND BAR c $ y (9 ALGTEL-LUCENT B12 14 0 a c7 mDUAL RRH p � = LTE REM HEAD z N IRaHl 85 U Ul � B P 0 0aU c O li E 0 NEW FIBER MANAGEMENT BOX AND EXISTING ELEVATED AT&T DUNNAGE PLATFORM FRONT m OC12 BOX (STACKED) MOUNTED TO o EXISTING UNISTRUT EXTEND EXISTING RRH FRONT VIEW REMOTE RATNO HFAO TRRHI H-FRAME AS REQUI ALGTR-WCINT WIN 4X25-WCS-4R RED m m SIZE AND WEIGHT TABLE c E y RRH WIDTH DEPTH HEIGHT WEIGHT W/0 BRACIO o RRH 812/814 DAUL RRH HEIGHT W/O CABLE WEIGHT w (YATTH SOLAR SHIELD) - - - - RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET NOTES c RRH B1 14 DWLL RRH 15.4' 9.4' 28.7' 101 LTs. RRH (WCS) 1 SUBCONTRACTOR SHALL SUPPLY AND INSTALL UNISTRUT(OR EQUIVALENT) MOUNTING CHANNELS _ (WITHOUT SOLAR SHIED) 12- 8.7• 31.5• 70 LBS. 4z25-4R u c 2 SUBCONTRACTOR SHALL SUPPLY(BUT NOT INSTALL) 3/8- 0 UNISTRUT BOLTING HARDWARE AND NOTE: E SPRING NUTS TYPICAL OF FOUR PER RRH SUBCONTRACTOR SHALL BAG THE BOLTING HARDWARE 1. USE 1/2-COAXIAL CABLE W/7/16 DIN MALE CONNECTORS ON BOTH ENDS = AND HANG FROM INSTALLED UNISTRUT FRAME m c O 3 SPACING MAY VARY BASED ON SELECTED EQUIPMENT ADJUSTMENTS TO SPACING WILL BE MADE H BY RRH INSTALLER m € 4 THE BOX MAY BE MOUNTED DIRECTLY BEHIND THE RRH'S IF SPACE IS AVAILABLE _ N C 5 NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED C N r 0 N O � ° EQUIPMENT RACK DETAILS B12 B14 DUAL RRH DETAIL r~� —4R WCS RRH DETAIL A •E 1 SCALE: 3/4'_ ,•-0' 4 SCALE 1'=,•-0- � �� 0' E Oc v PROJECT INFORMATION P�C�, 8t&t t W I L L I A M E COLLINS, A I A D 9/n/19 ssuEn FOR Rurvc as \ �42 18 ' m .6 I S. MOBILE COMMUNICATIONS FACILITY L 8/1]/18 REOSED A R C H I T E C T S L L P BS NN ; Q a = EAST ORIENT POINT a &t B 0/9/18 -ED Bs N N x H MOUNTING DETAILS AND ai 'll ➢Y EQUIPMENT DETAILS '0 12-1 TECIINOLOGYDRIVE SETALTKET,NY 11733 40200 MAIN ROAD B/1/18 ssDF➢ DR PRE NINAY REL EW es i CL m VOICE• 631-689-8450 DATA: 621-689.8459 rv0 onT[ RrvlslDrvS Dr SITE NO SHEET NUMBER n ORIENT POINT, NY LO, ms Sw as NDrED DESIGNED DRawry er s 74 NYCENYI 059 PAGE 55 OF 6 ,,� DFN=sUsD,O2) Owc 22 x 34 D SIZE 6 5 4 3 2 �� ry �� PSC= N 7a C AT&T No.NE0.15917 A, 82 90- TEDiNICAL SPECIFICATIONS #a pDC POWER SYSTEM FEATURES z NOMINAL SYSTEM VOLTAGE -48WC OR+24VDC " , s \ CONTROL MICROPROCESSOR(ACU+) .t' uo-i \ RATED OUTPUT CAPACITY-MAXIMUM CONFIGURATION "`• "'" E SYSTEM 550 AMPS AT-48VOC PLUS REDUNDANCY '• ' "-^ "' 6�`, . 1 400 AMPS AT+24VDC PLUS REDUNDANCY A. k n RECTIFIER 2000 WATTS(41 7A) .4� ' �'`;.-•,_': °x. = 1 CONVERTER 12DD WATTS(50A),-48M TO+24VDC _• � ', ".. c1 DISTRIBUTION PANEL(TOP) WIRED FOR(16)+24V AND(13)-40V BULLET POSITIONS D 3 (BOTTOM) (30)-4BV BULLET POSITIONS ENVIRONIN cx /27 OPE TING TEMPERATURE -4OF TO 119F(-4(rC TO 46C)CONTINUOUS OPERATION N / HUMIDITY 02 TO 952 RELATIVE HUMIDITY,NON-CONDENSING a3 / NE MA ENCLOSURE 3R m THERMAL SOLUTIONS 4-:1 See illusirabo to identify �i POWER CHAMBER 2500 WATT DOOR-MOUNTED HEAT EXCHANGER, 2RU AVAILABLE SPACE FOR SURGE PROTECTION save Fort - - o TOP NEW BATTERY CHAMBER FAN COOLED,FRESH AIR VENTILATION. Assembdy Dafinmans « HOLDS UP TO(3)BATTERY STRINGS 3 39.02- 31.81' GROUND BAR 10 POSITIONS o. NT ' TERMINAL BLOCK 12-POSITION PHOENIX ALARM BLOCK, c t t 32-POSITION PHOENIX NARY BUNCHING BLOCK SAFETY m DC POWER SYSTEM UL 1801 LISTED(IS&CANADA),NE SS LEVEL 3 o ENCLOSURE GR-487,UL 80950,AND SEISMIC ZONE 4 COYPUANi WEIGHT OUTDOOR NelSumll 512 ambs(W/0 BATTERIES) 2'GandUrt 21,GOAtlUR m ' ' 23DOIbs(W/GNB ERnERIES) Ground Ground n I I PLINTH TBD m CLEARANCES E FRONT 36- . - o m LEFT AND RIGHT 0' more. �. ED REAR 12' Opmonal glands and manses /✓^S'aa:' _ r m ` are included in hardviare kit `; = shippsd wilh the °y;= r... - -_ - B.2 C v t t l7CT2-4B-60.0-25E. �, 'R`;.. .".,'" ` . 7.14- 3.50' 3.0-/(8 lYP) o ¢ �) d 1.0'0(6 TYP) „ m c OVP Definitions O C m U N 'o 4-2LEFT SIDE MEW FRONT VIEW C M b = m \ I o E 0 asagn at wmnalan br 112 ra0dul®oxnoChrt m 4.46- 2284- t +' o c y in EMERSON NETSURE 512 3,.n- - �. - - ,R---L� vV DC POWER SYSTEM MOUNTING roAPu,E _..,, -<>72 3/4-= l'-0- J ti 7Yp:ID3 alalfl!-SaIsY CRai1C m m '�Y` - ,1 3 ' ``, u.'.IBn''JI12modWes�e EetSci-ed m m } 2 0 a `�.��' a cmeercemnnnm117 B I s" N O S n O 0.o5ENBERG O �x-¢e.iDit ;4rond a6 B®tow 10 rL7naTtummumlomTM ' c E NL mb=a cttamam i v a0 O O co L. co « Irless ton 12 hVCE2E532 PCATTW. V I may' asYmPa:eMraTm imp oT IU6Y m '�°�` C"ll aIIEII•,Etat Into as LATE- E T 10 O asFsrtlyatPauxFaAaTmrLscLE U N C H E l0 FRONT VIEW SIDE VIEW m E FB-15-ABOX FMB 0 0 N C_ C N « a ° FIBER MANAGEMENT BOX DC12 DETAILS X? a E2 SCALE: 1-= 1'-0- 3 o 5 tNx@ER U m PROJECT INFORMATION G E ,_ D 9/1]/IB 65 m TOR FILING BB TY, aw � �NILLIAM F, COLLINS. AIA �' � /y MOBILE COMMUNICATIONS FACILITY G B/13/18 REVISED Bs T ARC H I T E C T S, LLP C.` •� c� m � © � EAST ORIENT POINT a� � { i ��ww `` B B/9/18 R V SED BS g = 7 A B/I/IB 6iDm—PReI 1—REVIEW Bs T ��yy4 EQUIPMENT DETAILS h` $/ 9 0 12 1 TECHNOLOGY SETAUIET,N1'11733 40200 MAIN ROAD BG m� REvslDes Br cN N SRE NO SHEET NUMBER km m mmm VOICE: 631-6S9-8450 DATA; 631-689.8459 ORIENT POINT, NY ✓ � V NOTED DESIGNED DM-BY Bs 4 NYCENYI 059 PAGE 66 OF 6 GFN=STV[160,021 OwG 22 z 34 D SIZE 6 5 4 t 3 2 ``• OF N E�"v PSC=