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1000-108.-4-11.3 (3)
OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex * P.O. Box 1179 54375 State Route 25 �f SO °* Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) °. C Southold, NY r Telephone: 631 765-1938 www.southoldtownny.gov �� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: July 17, 2019 Re: Planning Department Report Cell Tower Modification Sprint @ Baxter 415 Elijahs Lane, Mattituck SCTM#1000-108-4-11.3 Zoning District: LB The Planning Board has found that the requirements of the above-referenced Sprint modifications and up-grades have been completed based on the site inspection made July 12, 2019. The improvements are in compliance with the General Requirements of §280-70 and the Planning Department report dated November 15, 2018; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. From: Fran Kehoe <Fran@com-cell.com> Sent: Wednesday, July 03, 2019 2:31 PM To: Michaelis, Jessica Cc: Nicole Rupolo;Alex Oppenheimer'° P�tr;i'.+1'C F'Il Subject: Sprint Final Inspection - Site ID#NY33XC688 .ig�q,J II�.�:uumJ 1�unumo. Attachments: NY33XC688 Final Inspection Report.pdf, NY33XC688 -Southold Building Permit#43227 11-16-18.pdf Hi Jessica, As per our conversation today, please schedule the Planning Inspection for Sprint Site #NY33XC688 located at 415 Elijahs Lane. Attached is the Building Final Inspection Report along with Permit for your reference. Let us know if you need anything further. Thank you, FV-a w K elew� Comcell Construction Corp. 1373 Lincoln Avenue Holbrook, NY 1 1741 Office: (631 ) 654-5915 ext. 104 Cell: (631 ) 813-5825 Fax: (631) 654-5918 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i co !Z5 +u0j) awe ca C) mom ui Lu Ca OEMa ^ • E OFFICE LOCATION• 1 . AILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 X M Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtowiuiy.gov � 0UNT1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: November 15, 2018 Re: Planning Department Report Cell Tower Modification Sprint @ Baxter 415 Elijahs Lane, Mattituck SCTM#1000-108-4-11.3 Zoning District: LB 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 December 27, 2017; 2. The Building Permit must state the following: a. All of Applicant's existing and new feed lines/cables shall be installed inside the monopole structure; b. All feed line access ports shall be sealed to prevent access by any birds or other wildlife; c. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. From: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Sent: Friday, October 19, 2018 10:46 AM ' a ` To: Cummings, Brian A. Cc: Michaelis, Jessica Subject: Sprint Eli'ahs Lane J P J � JI 'fl ¢) � /�J�t 1, Attachments: NY.Southold.SPR.415EIijahsLn.Egpt.10.18.18.pdf Good morning, Attached please find CityScape's review for the Sprint Elijah Lane application. Please let us know if you have any questions regarding our analysis. Thank you and have a great weekend, Elizabeth Elizabeth Herington-Smith Cityscape Consultants, Inc. Tel.561.541.3104 1 Ofc.877.438.2851 www_city cap v.com. Town of Southold CltyScape CON S U LTA N T S , I N C . Telecommunications Site Review 7050 W.Palmetto Park Road#15-652 Collocation Application Boca Raton,FL 33433-3483 Tel:877.438.2851 Fax:877.220.4593 October 18, 2018 e a Mr. Brian Cummings Planner ` Town Hall Annex Building 53095 Route 25 Southold, New York 11971 ".' _ � RE: Town of Southold/ SCTM#1000-108-4-11.3 Sprint/Mattituck Dear Mr. Cummings, At your request, on behalf of the Town of Southhold ("Town"), CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by Elite Towers on behalf of Sprint ("Applicant") to replace its equipment on an existing one hundred seven and a half(107.5) foot monopole tower, owned by Crown Communications. The tower is located at 415 Elijahs Lane, Mattituck,New York, see Figure 1. Su.) ort Structure & l c ui ) CJ1t The purpose of the proposed modification is to allow the Applicant to add equipment for upgrades for fourth generation (4G) advanced wireless services, by adding new antennas and Remote Radio Heads (RRH) that will support higher speed wireless broadband. These modifications to the tower equipment will occur at the one hundred eight (108) foot level, Appendix, Exhibit A. The Applicant currently maintains six(6)antennas. It is proposed to replace the antenna platform and install six (6) new antennas and twelve (12) RRHs, see Appendix, Exhibit B. The existing six (6) coaxial feed lines will be replaces with four (4) fiber feed lines. New ground equipment will be installed within the existing Sprint equipment area. Town of Southold/SCTM#1000-108-4-11.3 cityscaps Sprint/Mattituck Page 2 C 0 U L T A N .I` S A N C Structural Aigfl sjS The Applicant provided a structural analysis by B+T Group, dated December 27, 2017, based on ANSI/TIA-222-G, Class I1 and exposure category "C" standards. The report states that the tower with the existing and proposed equipment will be loaded to 96.1%while the foundation will be 88.7%, see Appendix, Exhibit C. Wireless applications, other than new support structures are governed under the Middle- Class Tax Relief and Job Creation Act of 2012 (Tax Relief Act)and shall be afforded streamlined processing with a qualified application. A qualified application under the Tax Relief Act cannot increase in size of the ground compound, or tower structural changes increasing the height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. Since the Applicant will not be increasing the height or girth of tower, nor the compound, this application is qualified for streamlined processing under the Tax Relief Act. The submitted application conforms to the requirements of Town codes and State of New York wind codes and structural integrity. Therefore, it is CityScape's recommendation that the Town approve the application with the following conditions: 1. All of Applicant's existing and new feed lines/cables shall be installed inside the monopole structure; and, 2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and, 3. The facility shall remain secured and protected from unauthorized personnel. I certify that to the best of my knowledge all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted, Jonathan N. Edwards, P.E. CityScape Consultants, Inc, Town of Southold/SCTM#1000-108-4-11.3 Cityscape Sprint/Mattituck Page 3 S H 111. it A r, T S, ,+ .... .� ........,_ ....� ^DeLorme Street Atlas USA®2009 ... dy x �d4, a, � F Su:JglNI VILW A VI:: r Iri,e;d ,.,lean ,p+:y "k n. ddY e .µ Q� l,lJlu PreuVG�.wa,, 10 1 �MI'�IlnpLLhX w � •'"C uY4. D... r .dN ui �"vi v,y JM„ +M +.. l,I�r,Putr✓ qr hrx' ..,,._ .. __............... ............ .. .. r.. .._._._. ..... U440 Is`y++ubjW 10 or a i"o'^o ;r tl eI )IIon ;P,r'aa,VAOI csUsrk 00 dGq Y160l 0(Ji) 1200 Vp+'Vtl gar^^a,vd fo nme I.,nI"n h�'ll°d('Y:y'o rl,l',N U,-,f v+"onirl 1{1..0 Figure 1 — Site Location Town of Southold/SCTM#1000-108-4-11.3 cityscaps Sprint/Mattituck Page 4 C:; O N, N ll, J° A N! T 5 , .11 �14 C Appendix Town of Southold/SCTM41000-108-4-11.3 Cityscape Sprint/Mattituck Page C INSU III I ,�, .N ,i, S , c PL 1,P r,,F Taa Ada GL NEW SPRINT PANEL A►rtorw► CIYP.OF 7 PER SECTOR,TOTAL OF 4 PER New R,TOT RAH 12) q F' a11h9¢ rdF ��k f ti 1 THEJ" OFaPEii6ECTOR.TaTALOFI7� ELEV-tM—C" AOL OF E'XISUN C a 6 G s9d t'LT PiL4ti C—T1i,E E�....__ d p Sa ® CAME AOUTM TO RRM T$ — a m for-a® Motopour i P I GRACE Exhibit A - Existing Support Structure to Town of Southold/SCTM#1000-108-4-11.3 cftscape Sprint/Mattituck Page 6 0 a,, U L I A 'u' u�; o N C "s. NEW SPRIVIT PANEL A ON OWYM MOUNT(TYP.or MOO � `�� 2 PER SECTOR.TOTAL OF 0g. NEW SPRINT RRH ON New MOUNT OW.OF 4 PER SECTOR,TOTAL 4F 12� pry PLATFORM WTI I PART* ,, W,PA12L-6 WM KAND PAM W STI ®P Pik+Illy 1 U "w �r Exhibit B —Proposed Antenna Configuration Town of Southold/SCTM#1000-108-4-11.3 QtyScape Sprint/Mattituck Pagel C0iNSaLTA rs N, c , 4)ANALYSIS RESULTS T~able_5- acl Section Ca Sulima q on Ekrvation(k) �- .Damporwnt Shs _ ..m.. .. COUcal P(K) SF•P allow p 1 Fail No. TYI E t (� Capacity L1 1a7 s�-71,75-71,75 �Aa 5.9 Pass � TP '7�.2WU� 2.4 v....µ.21... ..�1. 12 �7.�0 ,� ,.1.2',.82".,......,,,,,4q.1 �� T1.75-aa Pole a73s.s-a � 6� �� . ,Q1 7l � Y u9 h � ��. ff i &Amr6"xy� .. 1 y Pok lfl 3) .1 Pass f Rating 1Pass 0_....... d ...m �.. .....,.. ,. w... . �m.,,. a. _.. a I LC7 s. Ca ac.� ... .. ...... .__.......m _._ ....�. Table 6 -Tower Component Stresses v.. �� pacify P !Fail � Not portent w�. _.. Elevation % Crca _.._- 1 Anchor Rods Base 72.7 Pass _w.. .... � _. .—, p 7 __ ..., 1 Base Plate Base 0 Pass p 1 Base Foundation (Strl._jcturalj Base 70.2 Pass 1 Base Foundabon (Soil Interaction) 1 Base 8&7 Pass Structure Rating (max from all components) Exhibit C — Structural Analysis Summary OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � i �, � � ,�� ` P.O. Box 1179 54375 State Route 25 �� � � u � Southold, NY 11971 N. (cor. Main Rd. &Youngs Ave.) , Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov 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 Sprint @ Baxter 415 Elijahs Lane, Cutchogue SCTM#1000-108-4-11.3 Zoning District: LB Dear Mr. Edwards: The Planning Board has authorized your scope of services in connection with the above. This letter will authorize you to proceed with the consulting work as outlined in the Agreement. Enclosed is the approved Purchase Order#32171, $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 southold�townn o ; 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, 1000-108-4-11.3 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. �g Fat O� TOWN OF SOUTHOLD Purchase Order# _ 32171 Date . � �.......__.. ..U.... ...._ Account 1r. ... 2)"731 F eliver and send tilling to: Vendor epartment nt ,. Address 1 w 0 i 3Ld 1 VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTION UNIT COST TOTAL r W mm� e� ahs Ln S w I CR r1HIS PURC111ASIE ORIDIEIt IS No VALID wITIHOU"'r TIHIE SICINA11"'UIRES OII: "rHE IDEI,r. HEAD AND rill IIIE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION Q a mm 1; .... ......."I. .. Dept. I-4e — I CERTIFY TH S TO BE A JUST AND TRU' !RCHASE ORDER Supervisor < 0 r� (D =3 0 0 B 3 CD �D CD :5 8, '12. CD U) P. CL wry R rya . Nib 0 n :5 (JI =r 0 CD n O Er CD ro &. :3 a :3 st n. rn 0 0 x 0 I rD :3 w nn. WO CD LVI co CD -n (D w 0 r M cr CD 0 ID CD 0 ® C=D 0 (D CD Cr 0 m a ro CD U) 0 = UQ CDC Ul 0 a—Z Ul C, -0 CD 0 2 0 :3 =. 0 0 CDrn =. (D CD 0 1. o 0, a � yro ID o C, cr 0 > rn CD CD CD -1 m CO CD (D o 13- ca CD CD C7, C, Rtirn bo CD Fr CD CL ('D,a > 0 pa CD W0 M 0 M z cx SEP 9, 11 2018 nmgsoord L U ) Elite o vers. September 20, 2018 SEP 2 0 2018 VIA HAND DELIVERY Town of Southold Building Department 54375 Main Rd Southold,N.Y. 11971 Re: Building Permit Application by Sprint Spectrum Realty Company, L.P. ("Sprint") to the Town of Southold,to maintain the upgrade of existing public utility wireless communication facility located at 415 Elijahs Lane Mattituck, New York, Nassau County Tax Map Designation Section: 108, Block: 04, Lot: 011.003. Sprint Site NY3 3XC688 Dear Madam or Sir, In connection with the above referenced Applications, enclosed are the following materials for submission to the Building Department: 1. One(1) completed Building Permit Application. 2. Check payable to the town of Southold in the amount of$500, for all applicable permit fees. 3. Four(4) Sets of Construction Drawings outlining proposed work, signed and sealed by a licensed design professional. 4. One (1) copy each of Proof of Insurance of- a) General Contractor's Nassau County Home Improvement License. b) General Contractor's Certificate of NYS Worker's Compensation Insurance Coverage. c) Certificate of Liability Insurance,naming the town as an additional insured. 5. One (1) copy of the Structural Analysis Report. 6. One (1) copy of the Antenna Site FCC RF Compliance Assessment and Report. Should you have any questions,please feel free to contact me. Thank you. Regards, Negron Managing Member Elite Towers, LP ® 44 W.Jefryn Blvd.,Suite Q5, Deer Park, NY 11729 ® P: 631-242-0403 F: 516-706-5077 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��0� sOo P.O. Box 1179 54375 State Route 25 Q ll Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 N www.southoldtownny.gov cDUPlT'1,�� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Departmen 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 # 9/20/18—2041 $8,500 Elite Telecom Sprint Collocation at Baxter 108-4-11.3 Partners LLC (, ite Tele prn_p I �n s n e pe'fr.' � ..arttne , LLC B�11.Slfitg sQ 1e.Par A nue Q-20 1 729 472-1 - _13fi7/�fi rlon f .17p I _ ,-1'A ,11 _ OR If owers, LP Experts in Wirdess 4itd De c1opifient D LP=CLE U September 20, 2018 S E P 2 0 2018 r VIA HAND DELIVERY BurrIDG,DEFT. Town of Southold Building Department 54375 Main Rd Southold,N.Y. 11971 Re: Application for Certificate of Occupancy by Sprint Spectrum Realty Company, L.P. ("Sprint")to the Town of Southold, to maintain the upgrade of existing public utility wireless communication facility located at 415 Elijahs Lane Mattituck, New York, Nassau County Tax Map Designation Section: 108, Block: 04, Lot: 011.003. Sprint Site NY33XC688 Dear Madam or Sir, In connection with the above referenced Applications, enclosed are the following materials for submission to the Building Department: 1. One (1) completed Application for Certificate of Occupancy. 2. Check payable to the town of Southold in the amount of$50, for alteration fees. Should you have any questions,please feel free to contact me. Thank you. Regards, r 6 � Tan Negron Managing Member Elite Towers, LP ® 44 W.Jefryo Blvd.,Suite Q5, Deer Park, ICY 11729 ® P:631-242-0403 ® F:516-706-5077 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 CERTIFICATE OF WORKERS'_COMPENSATION INSURANCE A A A A^^ 201330499 TWIN FORKS INSURANCE AGENCY 16 STATION RD STE 7 0 . BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NW MANAGEMENT INC TOWN OF SOUTHOLD 55 COMMERCIAL STREET 54375 ROUTE 25 FREEPORT NY 11520 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2371 659-0 862728 — 09/29/2017 TO 09/29/2018 7/18/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2371659-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT WALTER DAHLEM(1 OF 1) N W MANAGEMENT INC THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE'CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:899388602 U-26.3 JEFFREY T. BUTLER, Fj�. P.O. Box 634RECEIV�� " E D Shoreham, New York 11786 - mm (631) 208-8850 �- " 10 Member National Society of Professional Engineers Pl i n" Licensed Professional Engineer TRANSMITTAL July 3, 2019 Brian Cummings Town Planner Town of Southold Re:Tenedios Site Plan Enclosed please find the following for your review: 5 sets of site plans for the above referenced site as requested. Tha11, you, Jeff YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured N.W.MANAGEMENT INC 51.6-432-8700 55 COMMERCIAL STREET FREEPORT,NY 11520 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 201330499 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 54375 Route 25 3b.Policy Number of Entity Listed in Box"I a" P.O. Box 1179 DBL226216 Southold, NY 11971 3c.Policy effective period 12/01/2017 to 11/30/2019 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: Z A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above.. 9 Date Signed 7/18/2018 By wid At (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name.and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or SB of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue FDrm DB-120.1.Insurance brokers are NOT authorized to issue this form. OB-120.1 (10-17) 11111111111111111101111111111 liiiiiiiiiiiiiiiii11111 DATE(MMIDD/YYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE 07/18/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Twin Forks Insurance Agency = E : 631-224-1000 ac No: 631-224-1800 16 Station Rd,Suite#7 E-MAIL Beilport,NY 11713 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA:Travelers Indemnity Co of America INSURED INSURERB:Travelers Casualty Ins Co of America N.W.Management Inc INSURERC: National Union Fire Ins. CO. 55 Commercial Street INSURERD: Shel terPoi nt Life Insurance Freeport, NY 115202831 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD, INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 ✓ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ A CLAIMS-MADE ❑✓ OCCUR X X 680-6K115641-18-42 2/1/18 2/1/19 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY ✓ PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOSNED rV11 SCHEDULED X X BA6K267845 4/1/18 2/1/19 AUTOS gooILYINJURY(Peraccldent) $ B ✓ HIRED AUTOS NON-OWNED PROPERTY DAMAGE P $ AUTOS eracadent $ UMBRELLA LIAB �/ OCCUR EACH OCCURRENCE $ 10,000,000 C EXCESS LIAB CLAIMS MADE X X EBU023207789 9/29/17 09/29/18 AGGREGATE $ 10,000,000 DED I I RETENTION$__ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN / ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED N/A (Mandatory In NH) E L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT I$ D NYS Disability DBL226216 nti nuous Statutory DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Certificate Holder is included as additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O. Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11973 AUTHORIZED REPRESENT TIVE L_ ©1988-201 ORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 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. f 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: X (check one) Location of Property: 415 Elijahs Lane,Mattituck,NY 11952 House No. Street Hamlet Owner or Owners of Property: William Baxter Suffolk County Tax Map No 1000, Section 108 Block 04 Lot 011.003 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: $ -' r Applica t Signature TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 01 Ar 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 1/ Septic Form / N.Y.S.D.E.C. AM Trustees_ 1A C.O.Application Flood Permit Examined ,20 D �,` 'Single&Separate Truss Identification Form_ Storm-Water Assessment Form S E P 2 0 2018 Contact: Approved 920 Mail to: Elite Towers,LP c/o Tanya Negron B G DEFT, 44 W.Jefiyn Blvd.,Ste Q5,Deer Park,NY 11729 Disapproved a/c T(Jy",,.�?��"i';�`9I.i�` O�D Phone: (516)410-8730 Expiration 120 Building Inspector APPLICATION FOR BUILDING PERMIT Date 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 month'§from such date. If no zoning amendments or other regulation's 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. Ir,i P47 ( ignature of applicant or name,if a rporation) 44.W.Jefiyn Blvd.,Ste.Q5,Deer Park,NY 11729 (Mailing address'of applicant) State whether applicant is owner;lessee, agent; architect;engineer, general contractor, electrician, plumber or builder Agent of Lessee(Sprint) Name of owner of premises William J.Baxter,Jr. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No, 1. Location of land on which proposed work will be done: 415 Elijahs Lane,Mattituck,NY 11952 House Number Street Hamlet County Tax Map No. 1000 Section 108 Block 04 Lot 011.003 r alilt?I'w f-M5 44+'.`f7L,iir%'f'v`'.'1i��=1Y7"r?::t IIIELit7� �,�°t,a'L*a�'19�y,+�n""L'•4:'y;,"t.":�:Gf2,"�?S4R��i,� ' Subdivision Filed Map No. 1000-108-4 Lot "11.3 { 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.- 'Existing use and occupancy Storage,Warehouse&Distribution Facilities b. Intended use and occupancy Storage,Warehouse&Distribution Facilities 3. Nature of work(check which'applicable):New Building' Addition Alteration x Repair Removal Demolition Other Work - _ (Description) 4. Estimated,Cost 325,000.00 Feel °. o'klie'paid on filing this,application) 5. If dwelling, number of dwelling units NA. • Number of dwelling units din each floor N/A If garage, number of cars 6.• If business, commercial or mixed occupancy, specify Mature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ,5r", " ' ' 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 Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated LB 12.Does proposed construction-violate any zoning law, ordinance or regulation?YES NO_x 13. Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO (N/A)x 6915 SE Harbor Circle 14.Names of Owner of premises William Baxter Address Stuart,FL 34996 Phone No. Name of Architect Peter J.Tardy. P.E. Address 900 Route 34,Steo phone No 7.�9-mg-aRno MAKWUST Name of Contractor N.W. Management, Inc. Address, Freeport NY 11520 Phone No. n 15 a.Is this,property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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 restriction's with respect to this property? * YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFI(�J 11qL Tanya Neg_ron being duly sworn,deposes,and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 7 day o � 20 1 ba Notary Public Signature of pplicant Lcute Femendes Notary Public-State of NewYbrk No.01FE6374706 Qualified In Suffolk Co commission EXPIMAPrll 3 � 1 PiNNACIE TELECOM GROUP Professional and Technical Services ry ANTENNA SITE FCC RF COMPLIANCE ASSESSMENT ANd REPORT SPRINT SiTE "NY33XC688" 415 Eli JAWS LAN E &, ROUTE 25 MATTITUCk, NY AugUST 23, 2018 14 RidGEdA[E AVENUE - SUiTE 260 • CMAR KNo«5, NJ 07927 • 973-451,1630 CONTENTS INTROdUCTION ANd SUMMARY 3 ANTENNA ANd TRANSMISSION DATA 5 COMPLIANCE ANALYSIS 7 COMPLIANCE CONC[USION 12 CERTIFICATION 13 APPENdIX A. BAckgROUNd ON THE FCC MPE LIMIT APPENdIX B. SUMMARY OF EXPERT QUALIFICATIONS 2 INTROdMiON ANd SUMMARY At the request of Sprint, Pinnacle Telecom Group has prepared an independent expert assessment of potential radiofrequency (RF) exposure and FCC regulatory compliance for proposed modifications to an existing wireless base station operation on an existing monopole located at 415 Elijah's Lane and Route 25 in Mattituck, NY. Sprint refers to the antenna site by the code "NY33XC688", and its proposed operation involves directional panel antennas transmitting in the 860 MHz, 1900 MHz and 2500 MHZ bands licensed to it by the FCC. The FCC requires all wireless system operators to perform an assessment of potential human exposure to radiofrequency (RF) fields emanating from all the transmitting antennas at a site whenever antenna operations are added or modified, applying the Maximum Permissible Exposure (MPE) limit in the FCC's regulations, and ensuring compliance with those limits in areas of general public access. In this case, the compliance assessment needs to take into account the RF effects of other existing antenna operations at the site by AT&T,T-Mobile and Verizon Wireless. FCC regulations require any future antenna collocators to assess and assure continuing compliance based on the RF effects of all proposed and then-existing antennas at the site. This report describes a mathematical analysis of RF levels resulting around the site in areas of unrestricted public access,that is, at ground level around the site. The compliance analysis employs a standard FCC formula for calculating the effects of the antennas in a very conservative manner, in order to overstate the RF levels and to ensure "safe-side" conclusions regarding compliance with the FCC limit for safe continuous exposure of the general public. The results of a compliance assessment such as this can be described in layman's terms by expressing the calculated RF levels as simple percentages of the FCC MPE limit. If the reference for that limit is 100 percent, then calculated RF levels higher than 100 percent indicate the MPE limit is exceeded, while calculated RF levels lower than 100 percent indicate compliance with the limit. We can (and will) also 3 describe the- results via the "plain-English" equivalent "times-below-the-limit" factor. The result of the FCC RF compliance assessment in this case is as follows: ❑ At street level, the conservatively calculated maximum RF level from the combination of proposed and existing antenna operations is 4.9144 percent of the FCC general population MPE limit — well below the 100- percent reference for compliance. In other words, even with the significant degree of conservatism incorporated in the analysis, the worst-case calculated RF level is still more than 20 times below the FCC limit established as safe for continuous human exposure to the RF emissions from antennas. ❑ The results of the calculations provide a clear demonstration that the RF levels from the combination of proposed and existing antenna operations at the site satisfy the FCC regulations and limit concerning RF safety. Moreover, because of the conservative methodology and incorporated assumptions, RF levels actually caused by the antennas will be even less significant than the calculation results here indicate. The remainder of this report provides the following: ❑ relevant technical data on the Sprint antenna operation, as proposed to be modified, as well as on the other existing antenna operations at the site; ❑ a description of the applicable FCC mathematical model for assessing MPE compliance, and-application of the relevant technical data to that model; and ❑ the results of the analysis, and the compliance conclusion for the site. In addition, two Appendices are included. Appendix A provides background on the FCC MPE limit, along with a list of key FCC references on compliance. Appendix B provides a summary of the qualifications of the expert certifying compliance for the subject antenna operations. 4 ANTENNA ANd TRANSMISSION DATA The table below summarizes the antenna and transmission data for the Sprint antenna operation, as proposed to be modified. General Data Frequency Bands E860N MHz, 1900 MHz, 2500 MHz Service Coverage Type Sectorized Antenna Type Directional Panel Antenna Centerline Height AGL 108 ft. RE M . 860 MHz Data . , : w,:. ,- 4 = '=- — = I__ —____e�� — Antenna Model (Max. Gain) RFS APXVSPP18-C-A20 15.5 dBi RF Channels per Sector Two 50-watt channels 9900 MHz Data u Antenna Model Max. Gain �RFS APXVSPP18-C-A20 18.4 dBi RF Channels per Sector Four 45-watt channels ,,=..77 2500 MHz_Data ; _ ?�>r:_ __ Antenna Model Max. Gain_ Commsco a DT465B-2XR V2 18.3 dBi RF Channels per Sector Four 5-watt channels and four 10-watt channels The area at street level around the site is of interest, in terms of potential RF exposure of the general public, so the antenna's vertical-plane emission characteristic is used in the compliance calculations. Figure 1 that follows shows the vertical-plane pattern of the proposed Sprint antenna model in the 2500 MHz frequency band. In this type of antenna radiation pattern diagram,.the antenna is effectively pointed at the three o'clock position (the horizon) and the relative strength of the pattern at different angles is described using decibel units. Note that the use of a decibel scale to describe the relative pattern at different angles actually serves to significantly understate the actual focusing effects of the antenna. Where the antenna pattern reads 20 dB the relative RF energy emitted at the corresponding downward angle is 1/100u' of the maximum that occurs in the main beam (at 0 degrees); at 30 dB, the energy is only 1/1,0001h of the maximum. The automatic pattern-scaling feature of our internal software 5 may skew side-by-side visual comparisons of different antenna models, or even different parties' depictions of the same antenna model. Figure 1.Commscope DT465B-2XR-V2—2500 MHz Vertical-Plane Pattern f r 0 deg horizon 5 dB/division As noted at the outset, there are other existing wireless antenna operations to include in the compliance assessment. For each of the wireless carriers, we will conservatively assume operation with maximum channel capacity and at maximum transmitter power in each of their respective FCC-licensed frequency bands. AT&T is licensed to operate in the 700, 850, 1900 and 2300 MHz frequency bands. In the 700 MHz band, AT&T uses four 40-watt RF channels per sector. In the 850 MHz band, AT&T uses four 30-watt channels and one 40-watt channel per sector. In the 1900 MHz band, AT&T uses four 30-watt channels and one 40-watt channel per sector. In the 2300 MHz band, AT&T uses four 25-watt channels per sector. 6 T-Mobile is licensed to operate in the 700 MHz, 1900 MHz and 2100 MHz frequency bands. In the 700 MHz band, T-Mobile uses one 40-watt channel per sector. In the 1900 MHz band, T-Mobile uses two 7.5-watt channels and two 40- watt channels per sector. In the 2100 MHz band, T-Mobile uses one 40-watt channel and one 120-watt channel per sector. Verizon Wireless is licensed to operate in the 746, 869, 1900 and 2100 MHz frequency bands. In the 746 MHz band, Verizon uses two 60-watt channels per antenna sector. In the 869 MHz band, Verizon uses eight 20-watt channels per antenna sector. In the 1900 MHz band, Verizon uses three 16-watt channels and two 60-watt channels per antenna sector. In the 2100 MHz band, Verizon uses two 90-watt channels per sector. COMPLIANCE ANALYSIS FCC Office of Engineering and Technology Bulletin 65 ("OET Bulletin 65") provides guidelines for mathematical models to calculate the RF levels at various points around transmitting antennas. At street-level around an antenna site (in what is called the "far field" of the antennas), the RF levels are directly proportional to the total antenna input power and,the relative antenna gain in the downward direction of interest — and the levels are otherwise inversely proportional to the square of the straight-line distance to the antenna. Conservative calculations also assume the potential RF exposure is enhanced by reflection of the RF energy from the intervening ground. Our calculations will assume a 100% "perfect", mirror-like reflection, the worst-case approach. The formula for street-level compliance assessment for any given antenna operation is as follows: MPE% _ (100*TxPower* 10(GmaxVdiscll0) *4)/(MPE*4n*R2) where MPE% = RF level, expressed as a percentage of the MPE limit applicable to continuous exposure of the general public 7 100 = factor to convert the raw result to a percentage TxPower = maximum net power into antenna sector, in milliwatts, a function of the number of channels per sector,the transmitter power per channel, and line loss 10 (Gmax-vdisa,o) = numeric equivalent of the relative antenna gain in the downward direction of interest; data on the antenna vertical-plane pattern is taken from manufacturer specifications 4 = factor to account for a 100-percent-efficient energy reflection from the intervening ground, and the squared relationship between RF field strength and power density (22=4) MPE = FCC general population MPE limit R = straight-line distance from the RF source to the point of interest, centimeters The MPE% calculations are performed out to a distance of 500 feet from the facility to points 6.5 feet (appro)imately two meters, the FCC-recommended standing height) off the ground, as illustrated in Figure 2, below. aiN antenna height from R antenna bottom to 6.5'above ground level 0 500 Ground Distance D from the site Figure 2. Street-level MPE%Calculation Geometry 8 It is popularly understood that the farther away one is from an antenna, the lower the RF level — which is generally but not universally correct. The results of MPE% calculations fairly close to the site will reflect the variations in,the vertical- plane -antenna pattern as well as the variation in straight-line distance to the antennas. Therefore, RF levels may actually increase slightly with increasing distance within the range of zero to 500 feet from the site. As the distance approaches 500 feet and beyond, though, the antenna pattern factor becomes less significant, the RF levels become primarily distance-controlled, and as a result the RF levels generally decrease with increasing distance, and are well understood to be in compliance. FCC compliance for a collocated antenna site is assessed in the following manner. At each distance point along the ground, an MPE% calculation is made for each antenna operation, and the sum of the individual MPE% contributions at each point is compared to 100 percent, the normalized reference for compliance with the MPE limit. We refer to the sum of the individual MPE% contributions as "total MPE%", and any calculated total MPE% result exceeding 100 percent is, by definition, higher than the FCC limit and represents non-compliance and a need to mitigate the potential exposure. r If all results are consistently below 100 percent, on the other hand, that set of results serves as a clear and sufficient demonstration of compliance with the MPE limit. The following conservative methodology and assumptions are incorporated into the MPE%calculations on a general basis: 1. The antennas are assumed to be operating continuously at maximum power in each frequency band. 2. The power-attenuation effects of shadowing or other obstructions to the I line-of-sight path from the antenna to the point of interest are ignored. 3. The calculations intentionally minimize the distance factor (R) by assuming a 6'6" human and performing the calculations from the bottom (rather than the centerline) of each operator's lowest-mounted antenna, 9 as applicable. 4. The potential RF exposure at ground level is assumed to be 100-percent enhanced (increased) via a "perfect', mirror-like field reflection from the intervening ground. The net result of these assumptions is to intentionally and significantly overstate the calculated RF levels relative to the RF levels that will actually occur—and the purpose of this conservatism is to allow "safe-side" conclusions about compliance with the MPE limit. The table that follows provides the results of the street-level MPE% calculations for each antenna operation, with the overall worst-case result highlighted in bold in the last column. 10 Ground Sprint Sprint Sprint AT&T T-Mobile Verizon Total Distance 860 MHz 1900 MHz 2500 MHz MPE% MPE% Wireless MPE% (ft) MPE% MPE% MPE% MPE% 0 0.0080 0.0005 0.0885 0.0991 0.0060 0.0079 0.2100 20 0.0069 0.0006 0.0208 0.2387 0.1677 0.1695 0.6042 40 0.0143 0.0040 0.0496 0.3665 0.1098 0.7757 1.3199 60 0.0006 0.0016 0.0097 1.0061 2.2384 0.4804 3.7368 80 0.0409 0.0130 0.0389 1.4602 0.4239 1.7133 3.6902 100 0.0246 0.0591 0.0348 1.5884 1.0924 2,1152 4.9144 120 0.0065 0.1145 0.0005 1.6668 1.8415 0.2854 3.9152 140 0.0315 0.0333 0.0021 1.1179 2.8494 0.1692 4.2034 160 0.0273 0.0339 0.0053 0.9871 3.2858 0.2935 4.6329 180 0.0080 0.0165 0.0057 0.7962 2.7983 0.3146 3.9393 200 0.0109 0.0120 0.0024 0.4236 2.4827 0.2622 3.1838 220 0.0269 0.0537 0.0138 0.1673 2.4181 0.2392 2.9190 240 0.0407 0.0422 0.0097 0.1156 2.3233 0.3303 2.8618 260 0.0374 0.0040 0.0027 0.1854 2.0906 0.8331 3.1532 280 0.0273 0.0061 0.0054 0.2303 1.7173 1.0973 3.0837 300 0.0170 0.0161 0.0040 0.2905 1.3490 0.9631 2.6397 320 0.0099 0.0197 0.0008 0.3703 1.1897 1.1884 2.7788 340 0.0094 0.0120 0.0049 0.4676 1.0486 1.4235 2.9660 360 0.0185 0.0018 0.0173 0.5810 0.9376 1.6894 3.2456 380 6.0392 0.0031 0.0270 0.5246 1.0853 1.5218 3.2010 400 0.0724 0.0204 0.0230 0.6398 0.9813 1.8036 3.5405 420 0.0660 0.0186 0.0209 0.7617 0.8667 -1.6403 3.3742 440 0.1074 0.0380 0.0078 0.6967 1.2417 1.8286 3.9202 460 0.0987 0.0349 0.0072 0.8093 1.1374 1.6765 3.7640 480 0.1465 0.0399 0.0006 0.7454 1.0457 1.6426 3.5196 500 0.1345 0.0368 0.0006 0.6888 1 1.4621 1.7089 4.0317 As indicated, even with the significant degree of conservatism built into the calculations, the maximum calculated RF level at street level is 4.9144 percent of the FCC general population MPE limit. A graph of the overall calculation results, provided below, probably provides a clearer visual illustration of the relative compliance of the calculated RF levels. The line representing the overall calculation results shows a clear, consistent margin to the FCC compliance limit. COMPLIANCE ASSESSMENT RESULTS Normalized FCC MPE Limit Total MPE% Results 120 a 100 s 80 0 a r 60 0 40 40 0 0 20 0 MEN q 0 100 200 300 400 500 Distance-(ft) COMPLIANCE CONCLUSION According to the FCC, the MPE limit has been constructed in such a manner that continuous human exposure to RF emissions up to and including 100 percent of the MPE limit is acceptable and completely safe. As described, the analysis in this case shows that the maximum calculated RF level at street level from the combination of proposed and existing antenna operations at the site is 4.9144 percent of the FCC general population MPE limit. 12 In other words, the worst-case calculated RF level is more than 20 times below the limit established as safe for continuous human exposure to the RF emissions from antennas. The results of the calculations provide a clear demonstration of compliance with the FCC MPE limit. Moreover, because of the conservative calculation methodology and operational assumptions we applied in the analysis, RF levels actually caused by the antennas will be even less significant than the calculation results here indicate. CERTIFICATION The undersigned certifies as follows: 1. I have read and fully understand the FCC regulations concerning RF safety and the control of human exposure to RF fields (47 CFR 1.1301 et seq). 2. To the best of my knowledge, the statements and information disclosed in this report are true, complete and accurate. 3. The analysis of site RF exposure levels and assessment of regulatory compliance provided herein is consistent with the applicable FCC regulations, additional guidelines issued by the FCC, and industry practice. 4. The results of the analysis indicate that the potential RF exposure levels at the subject site demonstrate compliance with the FCC regulations and limit concerning the control of potential human exposure to the RF emissions from antennas. 8/23/18 Joseph Menio Date RF Engineer 13 AppENdix A. BACkCROUNd ON THE FCC MPE LIMIT FCC Regulations and the MPE Limit As directed by the Telecommunications Act of 1996, the FCC has established limits for maximum continuous human exposure to RF fields. The FCC maximum permissible exposure (MPE) limits represent the consensus of federal agencies and independent experts responsible for RF safety matters. Those agencies include the National Council on Radiation Protection and Measurements (NCRP), the Occupational Safety and Health Administration (OSHA), the National Institute for Occupational Safety and Health (NIOSH), the American National Standards Institute (ANSI), the Environmental Protection Agency (EPA), and the Food and Drug Administration (FDA). In formulating its guidelines, the FCC also considered input from the public and technical community—notably the Institute of Electrical and Electronics Engineers (IEEE). The FCC's RF exposure guidelines are incorporated in Section 1.301 et seq of its Rules and Regulations (47 CFR 1.1301-1.1310). Those guidelines specify MPE limits for both occupational and general population exposure. The specified continuous exposure MPE limits are based on known variation of human body susceptibility in different frequency ranges, and a Specific Absorption Rate (SAR) of 4 watts per kilogram, which is universally considered to accurately represent human capacity to dissipate incident RF energy (in the form of heat). The occupational MPE guidelines incorporate a safety factor of 10 or greater with respect to RF levels known to represent a health hazard, and an additional safety factor of five is applied to the MPE limits for general population exposure. Thus, the general population MPE limit has a built-in safety factor of more than 50. The limits were constructed to appropriately protect humans of both sexes and all ages and sizes and under all conditions — and continuous exposure at levels equal to or below the applicable MPE limits is considered to result in no adverse health effects or even health risk. The reason for two tiers of MPE limits is based on an understanding and assumption that members of the general public are unlikely to have had appropriate RF safety training and may not be aware of the exposures they receive; occupational exposure in controlled environments, on the other hand, is assumed to involve individuals who have had such training, are aware of the exposures, and know how to maintain a safe personal work environment. The FCC's RF exposure limits are expressed in two equivalent forms, using alternative units of field strength (expressed in volts per meter, or V/m), and power density (expressed in milliwatts per square centimeter, or mW/cm2). The table on the next page lists the FCC limits for both occupational and general population exposures, using the mW/cm2 reference, for the different radio frequency ranges. 14 3 • ' Frequency Range(F) Occupational Exposure General Public Exposure (MHz) (mWlcm2) (mWlcm2) 0.3 - 1.34 100 100 1.34-3.0 100 180/F2 3.0 -30 900/F2 180/F2 30-300 1.0 0.2 300- 1,500 F/300 F/ 1500 1,500- 100,000 5.0 1.0 The diagram below provides a graphical illustration of both the FCC's occupational and general population MPE limits. Power Density (mW/cmz) 100 Occupational �`% --------- General Public 5.0 ` 1.0 -/ --------- a , 14 I I I I I I 0.3 1.34 3.0 30 300 1,500 100,000 Frequency(MHz) Because the FCC's RF exposure limits are frequency-shaped, the exact MPE limits applicable to the instant situation depend on the frequency range used by the systems of interest. 15 The most appropriate method of determining RF compliance is to calculate the RF power density attributable to a particular system and compare that to the MPE limit applicable to the operating frequency in question. The result is usually expressed as a percentage of the MPE limit. For potential exposure from multiple systems, the respective percentages of the MPE limits are added, and the total percentage compared to 100 (percent of the limit). If the result is less than 100, the total exposure is in compliance; if it is more than 100, exposure mitigation measures are necessary to achieve compliance. Note that the FCC "categorically excludes" all "non-building-mounted" wireless antenna operations whose mounting heights are more than 10 meters (32.8 feet) from the routine requirement to demonstrate compliance with the MPE limit, because such operations "are deemed, individually and cumulatively, to have no significant effect on the human environment". The categorical exclusion also applies to all point-to-point antenna operations, regardless of the type of structure they're mounted on. Note that the FCC considers any facility qualifying for the categorical exclusion to be automatically in compliance. FCC References on Compliance 47 CFR, FCC Rules and Regulations, Part 1 (Practice and Procedure), Section 1.1310(Radiofrequency radiation exposure limits). FCC Second Memorandum Opinion and Order and Notice of Proposed Rulemaking (FCC 97-303), In the Matter of Procedures for Reviewing Requests for Relief From State and Local Regulations Pursuant to Section 332(c)(7)(B)(v) of the Communications Act of 1934 (WT Docket 97-192), Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation (ET Docket 93-62), and Petition for Rulemaking of the Cellular Telecommunications Industry Association Concerning Amendment of the Commission's Rules to Preempt State and Local Regulation of Commercial Mobile Radio Service Transmitting Facilities, released August 25, 1997. FCC First Memorandum Opinion and Order, ET Docket 93-62, In the Matter of Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation, released December 24, 1996. FCC Report and Order, ET Docket 93-62, In the Matter of Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation, released August 1, 1996. FCC Office of Engineering and Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields", Edition 97-01,August 1997. FCC Office of Engineering and Technology (OET) Bulletin 56, "Questions and Answers About Biological Effects and Potential Hazards of RF Radiation", edition 4, August 1999. 16 f e ' AppENdix B. SUMMARY Of ExpERT QUAIifiCATIONS Joseph Menio, RF Engineer, Pinnacle Telecom Group, LLC Synopsis: •VOver 15 years wireless RF engineering experience, including network design and implementation, interference analysis, FCC and FAA regulatory matters, and antenna site compliance with FCC RF exposure regulations. • Have performed RF engineering and FCC compliance work for all the major wireless carriers—AT&T,Verizon Wireless, Sprint,T-Mobile, and MetroPCS, as well as Crown Castle. • Have performed RF engineering and FCC compliance work for Public Safety radio systems such as NYPD, NYDOT, Holmdel PD. • Have served as an expert witness on RF engineering and/or FCC RF compliance more than 200 times before municipal boards in New York and New Jersey • Have performed drive testing as well as managed drive testing teams. • Have performed In-Building DAS Engineering for wireless carries as well as Public Safety repeater systems. • Have been involved in the Merger and Asset selection of Sprint/Nextel and T-Mobile/Metro PCS. Education: • Bachelor of Science in Information Systems, Minor in management at New Jersey Institute of Technology, Newark, NJ,2003 with cumulative GPA of 3.4 Current Responsibilities . Manages PTG staff work involving FCC RF compliance for wireless antenna sites, including the provision of math- and measurements-based site"compliance reports, related expert testimony in municipal hearings, and compliance-related support in client meetings with prospective site landlords and in town meetings • Provides math-based FCC compliance assessments and reports for PTG's wireless clients, including AT&T, Verizon Wireless,T-Mobile, Sprint, MetroPCS, and Crown Castle. Prior Experience: • Have performed as a Senior RF engineer at Piercon Solutions a sub-contractor for—T-Mobile, Sprint,Verizon and MetroPCS—in the New York, New Jersey, and Philadelphia markets. ---_ a'y:^.ram-'�'.ri -_' _ - _ •frt -_ `+'l.'^__ u_9"S`-.J- - 17 v December 27, 2017 Zf3 B+T GRP Cheryl Schultz John W. Kelly P.E. Engineering, D.P.C. Crown Castle 1717 S. Boulder, Suite 300 3530 Toringdon WaySuite 300 Tulsa, OK 74119 Charlotte, NC 28277 (918)587-4630 (704)405-6632 btwo@btgrp.com Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co-Locate Carrier Site Number: NY33XC688 Carrier Site Name: NY33XC688 Crown Castle Designation: Crown Castle BU Number: 843211 Crown Castle Site Name: Mattituck Crown Castle JDE Job Number: 469257 Crown Castle Work Order Number: 1504706 Crown Castle Application Number: 414128 Rev. 0 Engineering Finn Designation: Project Number: 108396.002.01 Site Data: Elijah's Lane, Mattituck, Suffolk County, NY Latitude 40°59'57.79", Longitude-720 30'40.17" 107.5 Foot-Monopole Tower Dear Cheryl Schultz, We are pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1122033, in accordance with application 414128, revision 0. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case,to be: LC7: Existing+Reserved+ Proposed Equipment Sufficient Capacity Note:See Table 1 and Table 2 for the proposed and existing/reserved loading,respectively This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3-second gust wind speed of 135 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 C with a maximum topographic factor, Kzt, of 1 and Risk Category II were used in this analysis. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective We appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call Structural analysis prepared by: Brant Lozano of NEty, Respectfully submitted by- John W. Kelly P.E. Engineering, D.P.C. COA: 0012619 Expires: 06/30/2020 r John W. Kelly, P.E. �j� tnxTower Report-version 7.0.5.1 L // 064'O y�i-� December 27, 2017 107.5 Ft Monopole Tower Structural Analysis Report CC/BU No. 843211 Project Number 108396.002.01,Application 414128, Revision 0 Page 2 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2-Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 7 0.5 1 ti December 27, 2017 107 5 Ft Monopole Tower Structural Analysis Report CCI BU No. 843211 Project Number 108396.002 01,Application 414128, Revision 0 Page 3 1)INTRODUCTION This tower is a 107.5 ft. Monopole tower designed by Summit in November of 2000. The tower was originally designed for a wind speed of 90 mph per TIA/EIA-222-F. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 105 mph with no ice, 50 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 -Proposed Antenna and Cable Information Center Number• Number Feed Mounting Line Antenna of . " Antenna Model of Feed Line ' Note Level(ft) Elevation Antennas' Manufacturer Lines Size(in) (ft) 3 Alcatel Lucent 190OMHZ RRH (65MHZ) 6 Alcatel Lucent 80OMHZ 2X50W RRH 108.0 1080 3 Alcatel Lucent TD-RRH8X20-25 4 1-1/4 -- 3 Commscope DT465B-2XR 3 Rfs Celwave APXVSPP18-C-A20 Table 2-Existing and Reserved Antenna and Cable Information Center , Number Number Feed Mounting Line _ of Antenna Antenna'-Model of Feed Line Note Level(ft) Elevation Ant Manufacturer e Anton Lines Size(in) (ft) - 108.0 108.0 6 Decibel 98OH9OT2A-M I 6 , 1-1/4 13 1 -- Sector Mount[SM 901-3] -- -- 1 3 Alcatel Lucent B25 RRH4X30 3 Alcatel Lucent RRH2X40-07-L i 6 Andrew CBC819-DF-9-DCB 6 Andrew ETB19G8-12UB 3 1-5/8 98.0 98.0 3 3/8 1 3 Andrew SBNHH-1 D65A 2 7/8 6 Kathrein 80010121 1 Raycap DC6-48-60-18-8F 1 -- Platform Mount[LP 1201-1] 3 TAIcatel Lucentl B13 RRH 4X30 3 Alcatel Lucent B4 RRH2X60-4R 1 Css X7CAP-FRO-440-VRO 2 Css X7CQAP-445-VRO 1 1-1/4 2 78.0 78.0 4 Css X7CQAP-465-VRO 2 Jma Wireless X7CAP-465-VRO 1 Raycap RXXDC-3315-PF-48 1 -- I Platform Mount[LP 1201-1] 12 7/8 1 62.0 3 Ericsson AIR 21 1 1-1/4 2 61.0 3 Remec S20057A1 1 61.0 1 -- T-Arm Mount[TA 702-3] 12 7/8 1 Notes- 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed;Not consider in this analysis tnxTower Report-version 7.0 5.1 i' December 27, 2017 107 5 Ft Monopole Tower Structural Analysis Report CC/BU No 843211 Project Number 108396.002 01,Application 414128, Revision 0 Page 4 Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed • Line Level(ft) Elevation Antennas, Manufacturer Lines Size_(in) (ft) 1 I Generic 14' LP Platform 1075 107.5 F__9__T Decibel DB980H PCS -- -- 1 I GPS Antenna W/Mount 98 98 3 Generic 10' T-Arm Mount -- -- 12 Swedcom ALP-11011-N 88 88 1 Generic 14'LP Platform -- -- 12 Andrew SMR-08-09011 78 78 1 Generic 14' LP Platform -- 12 Swedcom ALP-11011-N 62.5 62.5 1 Generic Tri Antenna Mount W/Arms - -- 3 EMS RR90-17-OODP PCS Panel 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source Online Application Sprint PCS Co-Locate, Rev#0 I 414128 CCI Sites Tower Manufacturer Drawing Summit Manufacturing, Job No. 29200-1703 4840867 CCI Sites Foundation Drawing Summit Manufacturing, Job No. 29200-1703 4840859 CCI Sites Geotech Report Tectonic, Date 11/15/2000 4840866 CCI Sites Antenna Configuration Crown CAD Package Date: 12/20/2017 CCI Sites 3.1) Analysis Method tnxTower(version 7.0.5.1), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Mount areas and weights are assumed based on photographs provided. This analysis may be affected if any assumptions are not valid or have been made in error We should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 7.0 5.1 _ c December 27, 2017 107.5 Ft Monopole Tower Structural Analysis Report CCI BU No. 843211 Project Number 108396 002.01,Application 414128, Revision 0 Page 5 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Comporn ent Critical SF*P_allow No. Elevation(ft) Type Size Element P(K) (K) Capacity Pass/Fail L1 107 5-71.75 Pole TP29 726x24x0.219 1 12.270 1 1282 360 49.6 Pass L2 71.75-35 5 Pole TP35.094x28.688x0 25 2 -18.809 1710 580 95.9 Pass L3 35.5-0 Pole TP40.28x33.873x0.313 3 -27.814 2739.690 96.1 Pass Summary Pole(1-3) 96.1 Pass Rating= 961 Pass Table 6-Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation(ft) %Capacity Pass/Fail 1 Anchor Rods Base 72.7 Pass 1 Base Plate Base 80.7 Pass 1 Base Foundation (Structural) Base 70.2 Pass 1 Base Foundation (Soil Interaction) Base 88.7 Pass Structure Rating(max from all,components)= 96.1% ' Notes- 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the final load configuration. No modifications are required at this time. tnxTower Report-version 7.0 5.1 APPENDIX A TNXTOWER OUTPUT • 1075it / DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lightning Rod 314"x 4'(E) 1095 (2)ETB19GB-12UB(E) i 98 (2)Side Lighting(Per Photo) 108 (2)5'x 2"Pipe Mount(E) 198 i APXVSPPl8-C-A20 w/Mount Pipe(P) 108 (2)5'x 2"Pipe Mount(E) 198 _ APXVSPPI8-C-A20 W Mount Pipe(P) 108 (2)5'x 2"Pipe Mount(E) _+98 I APXVSPPI8-C-A20 w/Mount Pipe(P) 108 _Platform Mount[LP 1201-1](E) '98 3 DT465B-2XR wl Mount Pipe(P) 108 X7CAP-465-VRO w/Mount Pipe(R) i 78 ——--a DT465B-2XR w/Mount Pipe(P) 108 X7CAP-465-VRO w/Mount Pipe(R) i 78 I DT465B-2XR w/Mount Pipe(P) 108 (2)X7COAP-465•VRO w/Mount Pipe :78 o I (2)800MHZ 2X50W RRH(P) 108 (R) ' n I m Iry o I n ry (2)80OMHZ 2X50W RRH(P) 108 (2)X7CQAP-465-VRO w/Mount Pipe 178 (2)80OMHZ 2X50W RRH(P) 108 (R CAP-FRO-440-VRO wl Mount Pipe 190OMHZ RRH(65MHZ)(P) 108 (R) 1 1 1900MHZ RRH(65MHZ)(P) 108 ' (R)X7CQAP-445-VRO w/Mount Pipe 1900MHZ RRH(65MHZ)(P) 108 178 TD-RRHBX20-25(P) 108 B4 RRH2X60-4R(R) 178 TD-RRHBX20-25(P) 108 B4 RRH2X60-4R(R) 178 TD-RRHBX20.25(P) 108 B4 RRH2X60-4R(R) 78 ' (2)5'x 2"Pipe Mount(E) 108 B13 RRH 4X30(R) 178 (2)5'x 2"Pipe Mount(E) 108 B13 RRH 4X30(R) 78 ' (2)5'x 2"Pipe Mount(E) 108 B13 RRH 4X30(R) -78 1 I Sector Mount ISM 901-3](E) 108 RXXDC-3315-PF-48(R) 178 ' 718 fl SBNHH-1 D65A w/Mount Pipe(E) 98 5'x 2"Pipe Mount(E 78 SBNHH-1 D65A w/Mount Pipe(E) 98 5'x 2"Pipe Mount(E) 78 1 SBNHH-1 D65A w/Mount Pipe(E) 98 5'x 2"Pipe Mount(E) ,78 I I , (2)800 10121 w/Mount Pipe(E) 98 Platform Mount[LP 1201-1](E) 178 i 1 (2)800 10121 w/Mount Pipe(E) 98 AIR 21 w/Mount Pipe(R) 161 j (2)800 10121 w/Mount Pipe(E) 98 AIR 21 w/Mount Pipe(R) 161 RRH2X40-07-L(E) 98 AIR 21 w/Mount Pipe(R) 161 i j RRH2X40.07-1-(E) 98 S20057A1(R) 161 I 9 1 RRH2X40-07-L(E) 98 S20057Al(R) 161 6C6-48-60.18-8F(E) 98 S20057A1(R) 61 c B25 RRH4X30(E) 98 6'x 2°Mount Pipe(E) 11 B25 RRH4X30(E) 98 6'x 2"Mount Pipe(E) 161 ' 0 0 o m o e 825 RRH4X30 O E 98 6'x 2°Mount Pipe(E) 161 N N N t O (2)CBC819-DF-9-DCB(E) 98 c < " T-Ann Mount[TA 702-31(E) 61 (2)CBC819-OF-9-DCB(E) 98 Slde Arm Mount[SO 102-31(Per ;61 (2)CBC819-DF-9-DCB(E) 98 Photo) i - (2)ETB19G8.12UB(E) 98 (2)M190-121-!B(E) 98 MATERIAL STRENGTH GRADE Fy Fu I GRADE I Fy Fu A607-60 160 ksl 175 ksl I A607-65 165 ksi 80 ksl I 355ft TOWER DESIGN NOTES 1 Tower is located in Suffolk County,New York 2 Tower designed for Exposure C 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 ALL REA16 Tower Structure Class II i ARE FACT Topographic Category 1 with Crest Height of 0 000 ft 8 TOWER RATING 96 1% I AXIAL i 52 K ' ¢ SHEAR MOMENT f , 6 KI 525 kip-ft ' 1 I TORQUE 0 kip-lt 50 mph WIND-0 750 in ICE i I AXIAL 28 K i I SHE MOMENT 26 K 2141 kip-R TORQUE 1 kip-ft N I v c i v REACTIONS-105 mph WIND " z t= rn m 3 Gj— John W.Kelly P.E.Engineering,D.P.C.lob 108396.002.01-MATTITUCK,NY(BU#84321 o� 1717 S. Boulder,Suite 300 Project Tulsa,OK 74119 Client Crown Castle Drawn by Divakara App'd Phone (918)587-4630 code TIA-222-G Date 12/22/17 saleNTS FAX 918 295-0265 Path Dwg No E-1 TIA-222-G -105 mph/50 mph 0.750 in Ice Exposure C Maximum Values Vx Vz Mx Mz Global Mast Shear(K) Global Mast Moment(kip-ft) 0 50 0 500 1000 1500 2000 2500 107 500 107 500 1 I t I I I I I I I I I I I I I I I 11 1 1 1 I I I I I I I I I I I I I I I I + 11 I 1 1 I I I I I 1 1 1 1 1 I I f l l I I ! I I I 1 1 1 1 1 1 1 I I I I I I f I I I I I I I I I I I I I 1 1 1 I I 1 1 1 I ; IIII IIII II I11 ' . il I 1 ! ! I II IIII II III 11 I t I I I I I i I l l l i l l l l t I l i l f I I I 1 I I I I I I I I I I I I I I I I I ! I I � I I I i I I I I 11 1 1 I I I I I I I I I I 1 1 I I I I I I I I I i l l I l O I I I I I I I I I i l l I I I I I 11 + I I t I l l l i l l l i I I I I I I i l l W I I I I I I I I I I I I I I I I f l i I III I I I I I I I I I I I I ! I I I 1 1 I I I ( I I I I I I I I I I I I I I 1 f 1 3550 ____ _ I I_I I__ I !J_ _I_1 I I i I I __' I I I I I I I I I I I I I I I + 1 1 I I + I I I I + I I I I + I I I I I I I I I I I I I I I I l i l I I I I I I f i 1 I I I I I I I I I I I I I I I f i l I I I I I I � 1 1 1 1 I I I 11 1 I t t i I I 11 1 I I i f I 1 I I i i i 1 I � illl ! II , I III Iil �, ; ' 1 + I I I 1 t I I I I I I I I + I I I I I \ I I I 0 OOD f I I I I I I I I I I I ! I I 1 ! I F 11 1 0 000 I I 0 50 0 500 1000 1500 2000 2500 John W.Kelly P.E.Engineering,D.P.G oD 108396.002.01-NATTITUCK,NY(BU#84321 1717 S. Boulder,Suite 300 Project Client Crown Castle Drawn ny Dlvakara App'd g-�-`r' �t-zr-'' TUISB,OK74119 Phone (918)587-4630 code TIA-222-G Date 12/22/17 snla NTS FAX 918 295-0265 Path Dwg No E-4 TIA-222-G -Service-60 mph Maximum Values Deflection (in) Tilt(deg) Twist(deg) 0 5 10 15 0 05 1 15 0 005 01 107501 107 500 I I I I I I I I I I I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I ! I I I I 1 I I I I I I I i I i i I i I 1 I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I i 71 75 -I- -+- -- - - -�-- +-�-'- -1-J-.11-L- 1-1-L- -- - -L-I- --1--.11--L-J-- --1 - 1--i--L- 1751) I I I I I I I I I I I I I I I I I 11 1 I I I I I I I I I I I i i I I I I I I I I I I I I I I I 1 I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i t I I I I I I I I I I I I I I I 1 W 3550 i i ' ssoo --— — —————— ---- --- -- -- - ---i-- ----I I I I I I i I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I 1 i i I I I I I I I I I I I 1 I i i I 1 I I I I I i i 1 I i 1 I 1 1 I I I 1 1 1 i I I I I I I i I I I I I I I I I I I I I I I I I I I I 1 I i Li „' ' ', i i1 o 000 0 5 10 15 0 05 1 15 0 005 01 �— John W.Kelly P.E. Engineering,D.P.C. ob 108396.002.01-MATTITUCK,NY(BU#84321 1717 S. Boulder,Suite 300 Project Tulsa, OK client Crown Castle prawn by Divakara APP'd Phone (918)5874630 code TIA-222-G Dale12/22/17 scale NTS FAX' 918 295-0265 Path Dwg No E-5 Feed Line Distribution Chart 0' -107'6" Round Flat App In Face App Out Face Truss Leg 107500 Face A Face B Face C 107500 I 1 98000 _ i 98000 78 000 78 000 71 750 171 750 61000 a _ 61000 _ a' o w C 7 v a - }� cn ly o w o hu C ' m W N N = LL m v ❑ O xx F � N X N fV a N V � s S Q Q Q N N N i LL • � 3 35500 o f S ------------ ------------ •35500 N < C m N 6 n m 0' 0 1 V O I K I m 2 W 1 1 0 000 0 000 �- John W.Kelly P.E.Engineering,D.P.CIO' 108396.002.01-MATTITUCK,NY(BU##84321 1717 S. Boulder,Suite 300 Project toy r- t x Tulsa,OK 74119 Chant Crown Castle Drawn by Dlvakara Appd Phone (918)587-4630 Code TIA-222-G Date 12/22/17 1 scale NTS FAX 918 295-0265 Path Dwg No E-7 b ' fnxTower Jo 108396.002 01 -MATTITUCK, NY(BU#843211) Page 1 of 16 Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04:17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX-(918)295-0265 Divakara Tower Input Data There is a pole section. 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 11. Exposure Category C. Topographic Category 1. Crest Height 0.000 ft. Nominal ice thickness of 0.750 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50.000'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. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Honzontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KUr All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt Use TIA-222-G Bracing Resist Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA_-222_-_G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC 6D+W Combination Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Tapered Pole Section Geometry, Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L 1 107 500-71 750 35 750 3 750 18 24 000 29 726 0 219 0 875 A607-60 (60 ksi) L2 71 750-35 500 40 000 4 500 18 28 688 35 094 0 250 1 000 A607-60 (60 ksi) Job Page MxTowe� 108396.002 01 -MATTITUCK, NY(BU#843211) 2 of 16 JohnW.Kelly P.E. Project Date Engineering,D.P.C. 17:04.17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone (918)587-4630 Crown Castle FAX. (918)295-0265 Divakara Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L3 35 500-0 000 40 000 18 33 873 40 280 0 313 1250 A607-65 (65 ksi) Ta ered Pole Properties Section Tip Dia Area I r C 1/C J It/Q w IVA in in' nia in in m3 in' in' in Ll 24 370 16 512 1179 768 8 442 12 192 96 766 2361 088 8 257 3 839 1755 30 185 20 487 2253 609 10 475 15 101 149 238 4510184 10 246 4 847 22 157 L2 29 740 22 565 2305 556 10 095 14 573 158 203 4614 145 11 285 4 609 18 436 35 635 27 649 4241 001 12 370 17 828 237 888 8487 583 13 827 5 737 22 946 L3 35 128 33 288 4736 873 11 914 17 208 275 277 9479 978 16 647 5 412 17 317 40 901 39 643 8000 467 14 188 20 462 390 987 16011 461 19 825 6 539 20 926 Tower Gusset Gusset Gusset Grade Adjust Factor Adjust Weight Mult Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants A ft' in in in in Ll 1 1 1 107 500-71 75 0 L2 I I 1 71 750-35 500 L3 1 1 1 35 500-0 000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Total Number Start/End Width or Perimeter Weight Type Number Per Row Position Diameter ft in in k1f HB114-1-0813U4-M5J(1-1/4) B Surface Ar 107 500-0 000 4 4 -0 450 1 540 0 001 (P) (CaAa) -0 350 RFF-24SM-1206-618-APE(1-1/4 B Surface Ar 78 000-0 000 1 1 -0 490 1 310 0 001 (CaAa) -0 460 (R) *d* LCF78-50JA(7/8) A Surface Ar 61 000-0 000 12 12 0 100 1 090 0 000 (E) (CaAa) 0 350 MLE HYBRID A Surface At 61 000-0.000 1 1 0 060 1 250 0 001 3POWER/6FIBER RL 2(1-1/4) (CaAa) 0 090 (R) *d* Safety Line 3/8 C Surface At 107 500-0 000 1 1 -0 310 0 375 0 000 (E) (CaAa) -0 300 *d* Feed Line/Linear Appurtenances -'Entered As Area e MxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page 3 of 16 i ' John W.Kelly P.E. Project Date Engineering,D.P.C. 17 04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX-(918)295-0265 Dlvakara Description Face Allow Component Placement Total CAAA Weight or Shield Type Number *d* Leg ft IrlJI ldr LDF2-50(3/8) B No Inside Pole 98 000-0 000 2 No Ice 0 000 0 000 (E) 1/2"Ice 0 000 0 000 V Ice 0 000 0 000 LDF7-50A(I-5/8) B No Inside Pole 98 000-0 000 12 No Ice 0 000 0 001 (E) 1/2"Ice 0 000 0 001 1"Ice 0 000 0 001 FB-L98B-034-XXXXXX B No Inside Pole 98 000-0 000 1 No Ice 0 000 0 000 (3/8) 1/2"Ice 0 000 0 000 (E-Inside Conduit) V Ice 0 000 0 000 WR-VG66ST-BRD(7/8) B No Inside Pole 98 000-0 000 2 No Ice 0 000 0 001 (E-Inside Conduit) 1/2"Ice 0 000 0 001 I"Ice 0 000 0 001 2"Rigid Conduit B No Inside Pole 98 000-0 000 1 No Ice 0 000 0 003 (E) 1/2"Ice 0 000 0 003 V Ice 0 000 0 003 *d* LDF5-50A(7/8) B No Inside Pole 78 000-0 000 12 No Ice 0 000 0 000 (E) 1/2"Ice 0 000 0 000 I"Ice 0 000 0 000 *d* Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft' fr' 1t' ft2 K Ll 107 500-71 750 A 0 000 0 000 0 000 0 000 0 000 B 0 000 0 000 22 841 0 000 0 591 C 0 000 0 000 1 341 0 000 0 008 L2 71 750-35 500 A 0 000 0 000 36 541 0 000 0 115 B 0 000 0 000 27 079 0 000 0 903 C 0.000 0 000 1 359 0 000 0 008 L3 35 500-0 000 A 0 000 0 000 50 871 0 000 0 160 B 0 000 0 000 26 519 0 000 0 884 C 0 000 0 000 1 331 0.000 0 008 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in f 2 fl' f1= ft' K L 1 107 500-71 750 A 1 657 0 000 0 000 0 000 0 000 0 000 B 0 000 0 000 45 225 0 000 1 094 C 0 000 0 000 13 187 0 000 0 155 L2 71 750-35 500 A 1 574 0 000 0 000 63 892 0 000 0 829 B 0 000 0 000 59 688 0 000 1 593 C 0 000 0 000 13 371 0 000 0 157 L3 35 500-0 000 A 1 410 0 000 0 000 87 624 0 000 1 095 B 0.000 0 000 57 130 0 000 1 516 C 0 000 0 000 12 506 0 000 0 141 e �nxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page 4 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone. (918)587-4630 Crown Castle FAX:(918)295-0265 Divakara Feed Line Center of Pressure Section Elevation CPi- CPZ CP-k CPZ Ice Ice ft in in in in Ll 107 500-71 750 0 182 -0 720 0 342 -0 712 L2 71 750-35 500 -0 392 -1 438 -0 307 -1 497 L3 35 500-0 000 -0 583 -1 688 -0 522 -1 771 Shielding Factor Ka Tower Feed Lme Description Feed Line K. K. Section Record No Segment Elev. No Ice Ice LI 2 HB114-1-0813U4-M5J(1-1/4 71 75-107 50 10000 10000 Ll 11 RFF-24SM-1206-618-APE(1- 71 75-78 00 10000 10000 1/4) Ll 17 Safety Line 3/8 71 75-107 50 1 0000 10000 LI 14 LCF78-50JA(7/8) 71 75-61 00 10000 10000 Ll 15 MLE HYBRID 71 75-61 00 10000 10000 3POWER16FIBER RL 2(1-1/4) L2 2 HB114-1-0813U4-M5J(1-1/4 35 50-71 75 10000 10000 L2 I RFF-24SM-1206-618-APE(1- 35 50-71 75 10000 10000 1/4) L2 14 LCF78-50JA(7/8) 35 50-61 00 10000 10000 L2 15 MLE HYBRID 35 50-61 00 10000 10000 3POWER/6FIBER RL 2(1-1/4) L2 171 Safety Line 3/8 35 50-71 75 10000, 100001 Discrete Tower Loads Description Face Offset Offsets- Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft of .11' .11' K ft ft (2)Side Lighting C None 0 000 108 000 No Ice 0 133 0 133 0 005 (Per Photo) 1/2"Ice 0 194 0 194 0 007 1"Ice 0 267 0 267 0 010 Lightning Rod 3/4"x 4' C None 0 000 109 500 No Ice 0 300 0 300 0 030 (E) 1/2"Ice 0 715 0 715 0 033 1"Ice 1 001 1 001 0 039 *d* APXVSPPI8-C-A20 w/ A From Leg 4 000 0 000 108 000 No Ice 8 262 6 946 0 083 b tnxTOwer Jo 108396.002.01 -MATTITUCK, NY(BU#843211) Page5 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17.04.17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone. (918)587-4630 Crown Castle FAX (918)295-0265 FAX Description Face Offset Offsets Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft fr fr' K ft ft Mount Pipe 0 000 1/2"Ice 8 822 8 127 0 151 (P) 0 000 1"Ice 9 346 9 021 0 227 APXVSPPI8-C-A20 w/ B From Leg 4 000 0 000 108 000 No Ice 8 262 6 946 0 083 Mount Pipe 0 000 1/2"Ice 8 822 8 127 0 151 (P) 0 000 1"Ice 9 346 9 021 0 227 APXVSPP I 8-C-A20 w/ C From Leg 4 000 0 000 108 000 No Ice 8 262 6 946 0 083 Mount Pipe 0 000 1/2"Ice 8 822 8 127 0 151 (P) 0 000 V Ice 9 346 9 021 0 227 DT465B-2XR w/Mount Pipe A From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0 160 0 000 V Ice 10 439 9 718 0 245 DT465B-2XR w/Mount Pipe B From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0 160 0 000 1"Ice 10 439 9 718 0 245 DT465B-2XR w/Mount Pipe C From Leg 4 000 0 000 108 000 No Ice 9 336 7 634 0 084 (P) 0 000 1/2"Ice 9 905 8 820 0 160 0 000 1"Ice 10 439 9 718 0 245 (2)80OMHZ 2X50W RRH A From Leg 4 000 0 000 108 000 No Ice 2 134 1 773 0 053 (P) 0.000 1/2"Ice 2 320 1946 0 074 0 000 V Ice 2 512 2 127 0 098 (2)80OMHZ 2X50W RRH B From Leg 4 000 0 000 108 000 No Ice 2 134 1 773 0 053 (P) 0 000 1/2"Ice 2 320 1946 0 074 0 000 V Ice 2 512 2 127 0 098 (2)80OMHZ 2X50W RRH C From Leg 4 000 0 000 108 000 No Ice 2 134 1.773 0 053 (P) 0 000 1/2"Ice 2 320 1946 0 074 0 000 1"Ice 2 512 2 127 0 098 1900MHZ RRH(65MHZ) A From Leg 4 000 0 000 108 000 No Ice 2 313 2 375 0 060 (P) 0 000 1/2"Ice 2 517 2 581 0 084 0 000 1"Ice 2 728 2 794 0 111 190OMHZ RRH(65MHZ) B From Leg 4 000 0 000 108 000 No Ice 2 313 2 375 0 060 (P) 0 000 1/2"Ice 2 517 2 581 0 084 0 000 V Ice 2 728 2 794 0 111 190OMHZ RRH(65MHZ) C From Leg 4 000 0 000 108 000 No Ice 2 313 2 375 0 060 (P) 0 000 1/2"Ice 2 517 2 581 0 084 0 000 V Ice 2 728 2 794 0 111 TD-RRH8X20-25 A From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1 714 0 097 0 000 V Ice 4 557 1901 0 128 TD-RRH8X20-25 B From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1 714 0 097 0 000 V Ice 4 557 1.901 0 128 TD-RRH8X20-25 C From Leg 4 000 0 000 108 000 No Ice 4 045 1 535 0 070 (P) 0 000 1/2"Ice 4 298 1 714 0 097 0 000 V Ice 4 557 1 901 0 128 (2)5'x 2"Pipe Mount A From Leg 4 000 0 000 108 000 No Ice 1 000 1 000 0 029 (E) 0 000 I/2"Ice 1 393 1 393 0 037 0 000 I"Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount B From Leg 4 000 0 000 108 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount C From Leg 4.000 0 000 108 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 Sector Mount[SM 901-3] C None 0.000 108 000 No Ice 12 900 12 900 1 257 (E) 1/2"Ice 17 160 17 160 1 432 1"Ice 21 420 21 420 1 607 *d* - e �nxTower Job Pa 108396 002.01 -MATTITUCK, NY(BU#843211) g 6 of 16 JohnW.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,State 300 Tulsa,OK74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Description Face Offset Offsets Azimuth Placement CAAA CAA,i Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft oft fr' fr' K ft ft SBNHH-1 D65A w/Mount A From Leg 4 000 0 000 98 000 No Ice 5 954 5 190 0 061 Pipe 0 000 1/2"Ice 6 390 5 961 0 114 (E) 0 000 1"Ice 6 820 6 658 0 174 SBNHH-1D65A w/Mount B From Leg 4 000 0 000 98 000 No Ice 5 954 5 190 0 061 Pipe 0 000 1/2"Ice 6 390 5 961 0 114 (E) 0 000 1"Ice 6 820 6 658 0 174 SBNHH-1D65A w/Mount C From Leg 4 000 0 000 98 000 No Ice 5 954 5 190 0 061 Pipe 0 000 1/2"Ice 6 390 5 961 0 114 (E) 0 000 1"Ice 6 820 6 658 0 174 (2)800 10121 w/Mount Pipe A From Leg 4 000 0 000 98 000 No Ice 5 388 4 600 0 066 (E) 0 000 1/2"Ice 5 813 5 351 0 114 0 000 1"Ice 6 234 6 046 0 168 (2)800 10121 w/Mount Pipe B From Leg 4 000 0 000 98 000 No Ice 5 388 4 600 0 066 (E) 0 000 1/2"Ice 5 813 5 351 0 114 0 000 1"Ice 6 234 6 046 0 168 (2)800 10121 w/Mount Pipe C From Leg 4 000 0 000 98 000 No Ice 5 388 4 600 0 066 (E) 0 000 1/2"Ice 5 813 5 351 0 114 0 000 1"Ice 6 234 6 046 0 168 RRH2X40-07-L A From Leg 4 000 0 000 98 000 No Ice 1 710 1 560 0 052 (E) 0 000 1/2"Ice 1 880 1 725 0 070 0 000 1"Ice 2057 1 897 0 090 RRH2X40-07-L B From Leg 4 000 0 000 98 000 No Ice 1710 1 560 0 052 (E) 0 000 1/2"Ice 1880 1 725 0 070 0 000 1"Ice 2057 1 897 0 090 RRH2X40-07-L C From Leg 4 000 0.000 98 000 No Ice 1 710 1 560 0 052 (E) 0 000 1/2"Ice 1 880 1 725 0 070 0 000 1"Ice 2057 1 897 0 090 DC6-48-60-18-8F A From Leg 4 000 0 000 98 000 No Ice 0 917 0 917 0 019 (E) 0 000 1/2"Ice 1 458 1 458 0 037 0 000 1"Ice 1 643 1 643 0 057 B25 RRH4X30 A From Leg 4 000 0 000 98 000 No Ice 2.200 1 742 0 055 (E) 0 000 I/2"Ice 2 393 1 920 0 075 0 000 1"Ice 2 593 2 106 0 099 B25 RRH4X30 B From Leg 4 000 0 000 98 000 No Ice 2200 1 742 0 055 (E) 0.000 1/2"Ice 2 393 1920 0 075 0 000 1"Ice 2 593 2 106 0 099 B25 RRH4X30 C From Leg 4 000 0.000 98 000 No Ice 2200 1 742 0 055 (E) 0 000 1/2"Ice 2 393 1920 0 075 0 000 1"Ice 2 593 2 106 0 099 (2)CBC819-DF-9-DCB A From Leg 4 000 0 000 98 000 No Ice 0 447 0 126 0 004 (E) OA00 1/2"Ice 0 532 0 179 0 008 0 000 1"Ice 0 624 0 239 0 012 (2)CBC819-DF-9-DCB B From Leg 4 000 0 000 98 000 No Ice 0 447 0 126 0 004 (E) 0 000 1/2"Ice 0 532 0 179 0 008 0 000 1"Ice 0 624 0 239 0 012 (2)CBC819-DF-9-DCB C From Leg 4 000 0 000 98 000 No Ice 0.447 0.126 0 004 (E) 0 000 1/2"Ice 0 532 0 179 0 008 0 000 1"Ice 0 624 0 239 0 012 (2)ETB19G8-12UB A From Leg 4.000 0 000 98 000 No Ice 0 909 0 424 0 020 (E) 0 000 1/2"Ice 1038 0 528 0 027 0 000 1"Ice 1176 0 639 0 035 (2)ETB19G8-12UB B From Leg 4 000 0 000 98 000 No Ice 0 909 0 424 0 020 (E) 0 000 1/2"Ice 1 038 0 528 0 027 0 000 1"Ice 1 176 0 639 0 035 (2)ETB19G8-12UB C From Leg 4 000 0 000 98 000 No Ice 0 909 0 424 0 020 (E) 0 000 1/2"Ice 1 038 0 528 0 027 0 000 1"Ice 1 176 0 639 0 035 e MxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page 7 of 16 i Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04 17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone (918)587-4630 Crown Castle FAX-(918)295-0265 Divakara Description Face Offset Offsets- Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ,/t' ft' K ft ft (2)5'x 2"Pipe Mount A From Leg 4 000 0 000 98 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount B From Leg 4 000 0 000 98 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 (2)5'x 2"Pipe Mount C From Leg 4 000 0 000 98 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0 048 Platform Mount[LP 1201-I] C None 0 000 98 000 No Ice 23 100 23 100 2 100 (E) 1/2"Ice 26 800 26 800 2 500 1"Ice 30 500 30 500 2 900 *d* X7CAP-465-VRO w/Mount A From Leg 4 000 0 000 78 000 No Ice 5 798 4 732 0 051 Pipe 0 000 1/2"Ice 6206 5 394 0 102 (R) 0 000 V Ice 6 617 6 040 0 159 X7CAP-465-VRO w/Mount B From Leg 4 000 0 000 78 000 No Ice 5 798 4 732 0 051 Pipe 0 000 1/2"Ice 6206 5 394 0 102 (R) 0 000 1"Ice 6 617 6 040 0.159 (2)X7CQAP-465-VRO w/ A From Leg 4.000 0 000 78 000 No Ice 6 600 4 732 0 056 Mount Pipe 0 000 1/2"Ice 7 018 5 394 0 111 (R) 0 000 1"Ice 7 440 6 040 0 173 (2)X7CQAP-465-VRO w/ B From Leg 4 000 0 000 78 000 No Ice 6 600 4 732 0 056 Mount Pipe 0 000 1/2"Ice 7 018 5 394 0 111 (R) 0 000 1"Ice 7 440 6 040 0 173 X7CAP-FRO-440-VRO w/ C From Leg 4 000 0 000 78 000 No Ice 10 338 4 691 0 067 Mount Pipe 0 000 1/2"Ice 10.821 5 356 0 140 (R) 0.000 V Ice 11 308 6 000 0 219 (2)X7CQAP-445-VRO w/ C From Leg 4 000 0 000 78 000 No Ice 8204 4 364 0 058 Mount Pipe 0 000 1/2"Ice 8 643 5 034 0 119 (R) 0 000 V Ice 9 086 5 687 0 187 134 RRH2X60-4R A From Leg 4 000 0 000 78 000 No Ice 3 356 2005 0 055 (R) 0.000 1/2"Ice 3 613 2 238 0 078 0 000 1"Ice 3.877 2 477 0 105 134 RRH2X60-4R B From Leg 4 000 0 000 78 000 No Ice 3 356 2005 0 055 (R) 0 000 1/2"Ice 3 613 2 238 0 078 0 000 V Ice 3 877 2 477 0 105 134 RRH2X60-4R C From Leg 4 000 0 000 78 000 No Ice 3 356 2005 0 055 (R) 0 000 1/2"Ice 3 613 2 238 0 078 0 000 1"Ice 3 877 2 477 0 105 B 13 RRH 4X30 A From Leg 4 000 0 000 78 000 No Ice 2055 1 320 0 056 (R) 0 000 1/2"Ice 2 241 1 475 0 073 0 000 I"Ice 2 433 1 638 0 093 B 13 RRH 4X30 B From Leg 4 000 0 000 78 000 No Ice 2055 1 320 0 056 (R) 0 000 1/2"Ice 2 241 1 475 0 073 0 000 V Ice 2 433 1 638 0 093 BI3 RRH 4X30 C From Leg 4 000 0.000 78 000 No Ice 2055 1 320 0 056 (R) 0 000 1/2"Ice 2 241 1475 0 073 0 000 1"Ice 2 433 1 638 0 093 RXXDC-3315-PF-48 B From Leg 4 000 0 000 78 000 No Ice 3 708 2 192 0 032 (R) 0 000 1/2"Ice 3 950 2 395 0 062 0 000 1"Ice 4200 2 606 0 097 5'x 2"Pipe Mount A From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 V Ice 1 703 1 703 0 048 Tx 2"Pipe Mount B From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1393 0 037 Job Page MxToweY 108396.002.01 -MATTITUCK, NY(BU#843211) 8 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone. (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Description Face Offset Offsets. Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft 0 ft ft-' ft2 K ft fr 0.000 1"Ice 1 703 1 703 0 048 5'x 2"Pipe Mount C From Leg 4 000 0 000 78 000 No Ice 1 000 1 000 0 029 (E) 0 000 1/2"Ice 1 393 1 393 0 037 0 000 1"Ice 1 703 1 703 0 048 Platform Mount[LP 1201-1] C None 0 000 78 000 No Ice 23 100 23 100 2 100 (E) 1/2"Ice 26 800 26 800 2 500 1"Ice 30 500 30 500 2 900 *d* AIR 21 w/Mount Pipe A From Leg 2000 0 000 61 000 No Ice 6115 5 457 0 100 (R) 0 000 1/2"Ice 6 549 6200 0 155 1 000 1"Ice 6 979 6 888 0 217 AIR 21 w/Mount Pipe B From Leg 2000 0 000 61 000 No Ice 6 115 5 457 0 100 (R) 0.000 1/2"Ice 6 549 6200 0 155 1 000 1"Ice 6 979 6 888 0 217 AIR 21 w/Mount Pipe C From Leg 2000 0 000 61 000 No Ice 6115 5 457 0 100 (R) 0 000 1/2"Ice 6 549 6200 0 155 1 000 1"Ice 6 979 6 888 0 217 S20057AI A From Leg 2000 0 000 61 000 No Ice 0 704 0 353 0 011 (R) 0 000 1/2"Ice 0 817 0 444 0 016 1 000 1"Ice 0 937 0 541 0 023 S20057AI B From Leg 2000 0 000 61 000 No Ice 0 704 0 353 0 011 (R) 0 000 1/2"Ice 0 817 0 444 0 016 1 000 1"Ice 0 937 0 541 0 023 S20057AI C From Leg 2000 0 000 61 000 No Ice 0 704 0 353 0 011 (R) 0 000 1/2"Ice 0 817 0 444 0 016 1 000 1"Ice 0 937 0 541 0 023 6'x 2"Mount Pipe A From Leg 2000 0 000 61 000 No Ice 1 425 1 425 0 022 (E) 0.000 1/2"Ice 1925 1925 0 033 0 000 1"Ice 2 294 2 294 0 048 6'x 2"Mount Pipe B From Leg 2000 0 000 61 000 No Ice 1 425 1 425 0 022 (E) 0 000 1/2"Ice 1925 1925 0 033 0 000 1"Ice 2 294 2 294 0 048 6 x 2"Mount Pipe C From Leg 2000 0 000 61 000 No Ice 1 425 1.425 0 022 (E) 0 000 1/2"Ice 1925 1925 0 033 0 000 1"Ice 2 294 2 294 0 048 T-Arm Mount[TA 702-3] C None 0 000 61 000 No Ice 5 640 5 640 0 339 (E) 1/2"Ice 6 550 6 550 0 429 I"Ice 7 460 7 460 0 519 Side Arm Mount[SO 102-3] C None 0 000 61 000 No Ice 3 000 3 000 0 081 (Per Photo) 1/2"Ice 3 480 3 480 0 111 1"Ice 3 960 3 960 0 141 *d* Load Combinations Comb Description No 1 Dead Only 2 12 Dead+1 6 Wind 0 deg-No Ice 3 0 9 Dead+I 6 Wind 0 deg-No Ice 4 12 Dead+1 6 Wind 30 deg-No Ice - e �nxTower Job Pa 108396.002.01 -MATTITUCK, NY(BU#843211) g 9 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S.Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone (918)587-4630 Crown Castle FAX. (918)295-0265 Divakara Comb. Description No 5 0 9 Dead+1 6 Wind 30 deg-No Ice 6 12 Dead+1 6 Wind 60 deg-No Ice 7 0 9 Dead+1 6 Wind 60 deg-No Ice 8 12 Dead+1 6 Wind 90 deg-No Ice 9 0 9 Dead+1 6 Wind 90 deg-No Ice 10 12 Dead+1 6 Wind 120 deg-No Ice 11 0 9 Dead+1 6 Wind 120 deg-No Ice 12 12 Dead+1 6 Wind 150 deg-No Ice 13 0 9 Dead+1 6 Wind 150 deg-No Ice 14 12 Dead+1 6 Wind 180 deg-No Ice 15 0 9 Dead+1 6 Wind 180 deg-No Ice 16 12 Dead+1 6 Wind 210 deg-No Ice 17 0 9 Dead+1 6 Wind 210 deg-No Ice 18 12 Dead+1 6 Wind 240 deg-No Ice 19 0 9 Dead+1.6 Wind 240 deg-No Ice 20 12 Dead+1 6 Wind 270 deg-No Ice 21 0 9 Dead+1 6 Wind 270 deg-No Ice 22 12 Dead+1 6 Wind 300 deg-No Ice 23 0 9 Dead+1 6 Wind 300 deg-No Ice 24 12 Dead+1 6 Wind 330 deg-No Ice 25 0 9 Dead+1 6 Wind 330 deg-No Ice 26 12 Dead+1 0 Ice+1 0 Temp 27 12 Dead+1 0 Wind 0 deg+1 0 Ice+l 0 Temp 28 12 Dead+1 0 Wind 30 deg+1 0 Ice+1 0 Temp 29 12 Dead+1 0 Wind 60 deg+1 0 Ice+1 0 Temp 30 12 Dead+l 0 Wind 90 deg+1 0 Ice+1 0 Temp 31 12 Dead+1 0 Wind 120 deg+1 0 Ice+l 0 Temp 32 12 Dead+1 0 Wind 150 deg+1 0 Ice+l 0 Temp 33 12 Dead+l 0 Wind 180 deg+1 0 Ice+1 0 Temp 34 i 2 Dead+l 0 Wind 210 deg+1 0 Ice+l 0 Temp 35 12 Dead+1 0 Wind 240 deg+1 0 Ice+l 0 Temp 36 12 Dead+l 0 Wind 270 deg+l 0 Ice+l 0 Temp 37 12 Dead+1 0 Wind 300 deg+1 0 Ice+1 0 Temp 38 12 Dead+l 0 Wind 330 deg+1 0 Ice+1 0 Temp 39 Dead+Wmd 0 deg-Service 40 Dead+Wmd 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wmd 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wmd 180 deg-Service 46 Dead+Wmd 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wmd 330 deg-Service - Maximum Member Forces Section Elevation Component Condition Gov Axial Major Axis Minor Axis No ft Type Load Moment Moment Comb. K lap ft lap-ff L1 107 5-71 75 Pole Max Tension 1 0 000 0 000 0 000 Max Compression 26 -28.217 -0 321 0 454 Max Mx 8 -12 280 -370 095 0.625 Max My 2 -12 312 -0 529 369 451 Max Vy 8 19 070 -370 095 0 625 Max Vx 2 -18 835 -0 529 369 451 Max Torque 15 0 603 Job Page WxToweY 108396.002.01 -MATTITUCK, NY(BU#843211) 10 of 16 .tohn W.Kelly P.E. Project Date Engineering,D.P.C. 17.04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Section Elevation Component Condition Gov. Axial Major Axis Minor Axes No. ft Type Load Moment Moment Comb K kip-ft kip ft L2 71 75-35 5 Pole Max Tension 1 0 000 0 000 0 000 Max Compression 26 -39 459 -0 018 2 588 Max Mx 8 -18 815 -1135 149 6 222 Max My 2 -18 836 -5 609 1126 673 Max Vy 8 23 604 -1135 149 6 222 Max Vx 2 -23 369 -5 609 1126 673 Max Torque 15 0 602 L3 35 5-0 Pole Max Tension 1 0 000 0 000 0 000 Max Compression 26 -52 225 0 730 5 595 Max Mx 20 -27 815 2135 234 -9 709 Max My 2 -27 815 -11 136 2118 288 Max Vy 20 -26 205 2135 234 -9 709 Max Vx 2 -25 977 -11 136 2118 288 Max Torque 15 0 600 Maximum Reactions Location Condition Gov Vertical Horizontal,X Horizontal,Z Load K K K Comb Pole Max Vert 36 52 225 6 432 -0 020 Max H. 20 27 847 26171 -0 138 Max H. 3 20 885 -0 138 25 943 Max Mx 2 2118 288 -0 138 25 943 Max M. 8 2135 213 -26 171 0 138 Max Torsion 15 0 599 0 138 - -25 943 Min Vert 13 20 885 -12 966 -22 399 Min H, 8 27 847 -26 171 0 138 Min H, 14 27 847 0 138 -25 943 Min M, 14 -2115 404 0 138 -25 943 Min M, 20 -2135 234 26 171 -0 138 Min Torsion 3 -0 595 -0 138 25 943 Tower Mast Reaction Summary Load Vertical Shear, Shea, Overturning Overturning Torque Combination Moment,M Moment,M K K K kip ft lap fit kip ft Dead Only 23 206 0 000 0 000 -1 155 0 012 0 000 12 Dead+l 6 Wind 0 deg-No 27 847 0 138 -25 943 -2118 288 -11 136 0 594 Ice 0 9 Dead+l 6 Wind 0 deg-No 20 885 0 138 -25 943 -2094 786 -11 026 0 595 Ice 12 Dead+1 6 Wind 30 deg-No 27 847 13 205 -22 536 -1840 220 -1077 264 0 486 Ice 0 9 Dead+l 6 Wind 30 deg-No 20 885 13 205 -22 536 -1819 765 -1065 514 0 487 Ice 12 Dead+l 6 Wind 60 deg-No 27 847 22 733 -13 091 -1069 485 -1854 713 0 249 Ice 0 9 Dead+l 6 Wind 60 deg-No 20 885 22 733 -13 091 -1057 453 -1834 471 0 250 Ice 12 Dead+1 6 Wind 90 deg-No 27 847 26 171 -0 138 -12 592 -2135 213 -0 054 Ice - e O"Tower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page 11 of 16 John W.Kelly P.E. Project Date Engineering,D.P.C. 17.04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M. Moment,M K K K kip ft k e-ft kip- 0 9 Dead+I 6 Wind 90 deg-No 20 885 26 171 -0 138 -12 108 -2111 910 -0 053 Ice 12 Dead+1 6 Wind 120 deg- 27 847 22 596 12 852 1047 323 -1843 624 -0 344 No Ice 0 9 Dead+l 6 Wind 120 deg- 20 885 22 596 12 852 1036 227 -1823 491 -0 344 No Ice 12 Dead+1'6 Wind 150 deg- 27 847 12 966 22 399 1826 250 -1057 988 -0 544 No Ice 0 9 Dead+l 6 Wind 150 deg- 20 885 12 966 22 399 1806 645 -1046 429 -0 544 No Ice 12 Dead+]6 Wind 180 deg- 27 847 -0 138 25 943 2115 404 11 166 -0 598 No Ice 0 9 Dead+1 6 Wind 180 deg- 20 885 -0 138 25 943 2092 653 11 051 -0 599 No Ice 12 Dead+1 6 Wind 210 deg- 27 847 -13 205 22 536 1837 340 1077 297 -0 490 No Ice 0 9 Dead+1 6 Wind 210 deg- 20 885 -13 205 22 536 1817 627 1065 540 -0 491 No Ice 12 Dead+I 6 Wind 240 deg- 27 847 -22 733 13 091 1066 600 1854 740 -0 250 No Ice 0 9 Dead+1 6 Wind 240 deg- 20 885 -22 733 13 091 1055 312 1834 494 -0 251 No Ice 12 Dead+1 6 Wind 270 deg- 27 847 -26 171 0 138 9 709 2135 234 0 057 No Ice 0 9 Dead+1 6 Wind 270 deg- 20 885 -26 171 0 138 9 969 2111 927 0 057 No Ice 12 Dead+1 6 Wind 300 deg- 27 847 -22 596 -12 852 -1050 200 1843 643 0 348 No Ice 0.9 Dead+1 6 Wind 300 deg- 20 885 -22 596 -12 852 -1038 362 1823 507 0 348 No Ice 12 Dead+1 6 Wind 330 deg- 27 847 -12 966 -22 399 -1829 122 1058 012 0 544 No Ice 0 9 Dead+1 6 Wind 330 deg- 20 885 -12 966 -22 399 -1808 777 1046 449 0 545 No Ice 12 Dead+l 0 Ice+1 0 Temp 52 225 -0 000 -0 000 -5 595 0 730 -0 000 12 Dead+1 0 Wind 0 deg+1 0 52 225 0 020 -6 154 -513 158 -0 971 0 104 Ice+l 0 Temp 12 Dead+1 0 Wind 30 deg+1.0 52 225 3 112 -5 340 -446 022 -255 922 0 074 Ice+l 0 Temp 12 Dead+1 0 Wind 60 deg+1 0 52 225 5 369 -3 095 -260 893 -442 101 0 023 Ice+1 0 Temp 12 Dead+1 0 Wind 90 deg+1 0 52 225 6 432 -0 020 -7 377 -523 456 -0 033 Ice+l 0 Temp 12 Dead+1 0 Wind 120 52 225 5 349 3 060 246 598 -440 393 -0 081 deg+l 0 Ice+1 0 Temp 12 Dead+1 0 Wind 150 52 225 3 077 5 320 432 979 -252 962 -0 107 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 180 52 225 -0 020 6 154 501 824 2 448 -0 105 deg+l 0 Ice+1 0 Temp 12 Dead+1 0 Wind 210 52 225 -3 112 5 340 434 687 257 399 -0 074 deg+1 0 Ice+1 0 Temp 12 Dead+1 0 Wind 240 52 225 -5 369 3 095 249 558 443 577 -0 023 deg+1 0 Ice+1 0 Temp 12 Dead+I 0 Wind 270 52 225 -6 432 0 020 -3 958 524 931 0 033 deg+1 0 Ice+1 0 Temp 1.2 Dead+1 0 Wind 300 52 225 -5 349 -3.060 -257 932 441 867 0 081 deg+1 0 Ice+]0 Temp 12 Dead+1 0 Wind 330 52 225 -3 077 -5 320 -444 312 254 437 0 107 deg+1 0 Ice+1 0 Temp Dead+Wind 0 deg-Service 23 206 0 025 -4 737 -385 601 -2 017 0 110 Dead+Wmd 30 deg-Service 23 206 2 411 -4 115 -335 113 -195 623 0 090 e Pag enxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) 12 of 16 1 Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04:17 12l22/17 1717 S Boulder,Suite 300 ' Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M. Moment,M. K K K lap-ft lap ft lap ft Dead+Wind 60 deg-Service 23 206 4 151 -2 390 -195 152 -336 810 0 046 Dead+Wind 90 deg-Service 23 206 4 779 -0 025 -3 221 -387 747 -0 010 Dead+Wind 120 deg-Service 23 206 4126 2 347 189 253 -334 785 -0 064 Dead+Wind 150 deg-Service 23 206 2 368 4 090 330 697 -192 115 -0 101 Dead+Wind 180 deg-Service 23 206 -0 025 4 737 383 210 2034 -0 110 Dead+Wind 210 deg-Service 23 206 -2 411 4 115 332 722 195 640 -0 090 Dead+Wind 240 deg-Service 23 206 -4151 2 390 192 761 336 827 -0 046 Dead+Wind 270 deg-Service 23 206 -4 779 0 025 0 830 387 764 0 010 Dead+Wind 300 deg-Service 23 206 -4126 -2 347 -191 644 334 802 0 064 Dead+Wind 330 deg-Service 23 206 -2 368 -4.090 -333 087 192 132 0 101 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0 000 -23 206 0 000 0 000 23.206 0.000 0 000% 2 0 138 -27 847 -25 943 -0 138 27 847 25 943 0 000% 3 0 138 -20 885 -25 943 -0 138 20 885 25 943 0 000% 4 13 205 -27 847 -22 536 -13 205 27 847 22 536 0 000% 5 13 205 -20 885 -22 536 -13 205 20 885 22 536 0 000% 6 22 733 -27 847 -13 091 -22 733 27 847 13 091 0 000% 7 22 733 -20 885 -13 091 -22 733 20 885 13 091 0 000% 8 26 171 -27 847 -0 138 -26 171 27 847 0 138 0 000% 9 26 171 -20 885 -0 138 -26 171 20 885 0 138 0 000% 10 22 596 -27 847 12 852 -22 596 27 847 -12 852 0 000% 11 22 596 -20 885 12 852 -22 596 20 885 -12 852 0 000% 12 12 966 -27 847 22 399 -12 966 27 847 -22 399 0 000% 13 12 966 -20 885 22 399 -12.966 20 885 -22 399 0 000% 14 -0 138 -27 847 25 943 0 138 27 847 -25 943 0 000% 15 -0 138 -20 885 25 943 0 138 20 885 -25 943 0 000% 16 -13 205 -27 847 22 536 13 205 27 847 -22 536 0 000% 17 -13 205 -20 885 22 536 13 205 20 885 -22 536 0 000% 18 -22 733 -27 847 13 091 22 733 27 847 -13 091 0 000% 19 -22 733 -20 885 13 091 22 733 20 885 -13 091 0 000% 20 -26 171 -27 847 0 138 26 171 27 847 -0 138 0 000% 21 -26 171 -20 885 0 138 26 171 20 885 -0 138 0 000% 22 -22 596 -27 847 -12 852 22 596 27 847 12 852 0 000% 23 -22 596 -20 885 -12 852 22 596 20 885 12 852 0 000% 24 -12 966 -27 847 -22 399 12 966 27 847 22 399 0 000% 25 -12 966 -20 885 -22 399 12 966 20 885 22 399 0 000% 26 0 000 -52 225 0 000 0 000 52 225 0 000 0 000% 27 0 020 -52 225 -6154 -0 020 52 225 6 154 0 000% 28 3 112 -52 225 -5 340 -3 112 52 225 5 340 0 000% 29 5 369 -52 225 -3 095 -5 369 52 225 3 095 0 000% 30 6 432 -52 225 -0 020 -6 432 52 225 0 020 0 000% 31 5 349 -52 225 3 060 -5 349 52 225 -3 060 0 000% 32 3 077 -52 225 5 320 -3 077 52 225 -5 320 0 000% 33 -0 020 -52 225 6 154 0 020 52 225 -6.154 0 000% 34 -3 112 -52 225 5 340 3 112 52 225 -5 340 0 000% 35 -5 369 -52 225 3 095 5 369 52 225 -3 095 0 000% 36 -6 432 -52 225 0 020 6 432 52 225 -0 020 0 000% 37 -5 349 -52 225 -3 060 5 349 52 225 3 060 0 000% 38 -3 077 -52 225 -5 320 3 077 52 225 5 320 0 000% 39 0 025 -23 206 -4 737 -0 025 23 206 4 737 0 000% 40 2 411 -23 206 -4 115 -2 411 23 206 4 115 0 000% 41 4151 -23 206 -2 390 -4151 23 206 2 390 0 000% 42 4 779 -23 206 -0 025 -4 779 23 206 0 025 0 000% e WxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page 13 of 16 i John W.Kelly P.E. Project Date Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,State 300 Tulsa,OK74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX (918)295-0265 Divakara Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb K K K K K K 43 4 126 -23 206 2 347 -4 126 23 206 -2 347 0 000% 44 2 368 -23 206 4 090 -2 368 23 206 -4 090 0 000% 45 -0 025 -23 206 4 737 0 025 23 206 -4 737 0 000% 46 -2 411 -23 206 4115 2 411 23 206 -4 115 0 000% 47 -4 151 -23 206 2 390 4 151 23 206 -2 390 0 000% 48 -4 779 -23 206 0 025 4 779 23 206 -0 025 0 000% 49 -4 126 -23 206 -2 347 4126 23 206 2 347 0 000% 50 -2 368 -23 206 -4 090 2 368 23 206 4 090 0 000% Non-Linear Convergence Results Load Converged2 Number Displacement Force Combination of Cycles Tolerance Tolerance I Yes 4 0.00000001 000000001 2 Yes 5 000000001 000005018 3 Yes 4 000000001 000062619 4 Yes 6 000000001 000007106 5 Yes 5 000000001 000062805 6 Yes 6 000000001 000007005 7 Yes 5 000000001 000061851 8 Yes 4 000000001 000068070 9 Yes 4 000000001 000034604 10 Yes 6 000000001 000006862 11 Yes 5 000000001 000060658 12 Yes 6 000000001 000007009 13 Yes 5 000000001 000062030 14 Yes 4 000000001 000045493 15 Yes 4 000000001 000019166 16 Yes 6 000000001 000006959 17 Yes 5 000000001 000061493 18 Yes 6 000000001 000007050 19 Yes 5 000000001 000062302 20 Yes 4 000000001 000045733 21 Yes 4 000000001 000018873 22 Yes 6 000000001 000006991 23 Yes 5 000000001 000061805 24 Yes 6 000000001 000006854 25 Yes 5 000000001 000060586 26 Yes 4 000000001 000003415 27 Yes 5 000000001 000033009 28 Yes 5 000000001 000046523 29 Yes 5 000000001 000046573 30 Yes 5 000000001 000033399 31 Yes 5 000000001 000044825 32 Yes 5 000000001 000045124 33 Yes 5 000000001 0.00032350 34 Yes 5 000000001 000045340 35 Yes 5 000000001 0.00045418 36 - Yes 5 000000001 000033393 37 Yes 5 000000001 000046266 38 Yes 5 000000001 000045827 39 Yes 4 000000001 000004852 40 Yes 4 000000001 000031959 41 Yes 4 000000001 000030575 42 Yes 4 000000001 000003842 43 Yes 4 000000001 000028925 Job Page MxTower 108396.002 01 -MATTITUCK, NY(BU#843211) 14 of 16 Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04'17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone (918)587-4630 Crown Castle FAX (918)295-0265 Divakara 44 Yes 4 000000001 000031042 45 Yes 4 000000001 000004435 46 Yes 4 000000001 000029580 47 Yes 4 000000001 000031001 48 Yes 4 000000001 000003716 49 Yes 4 000000001 000031039 50 Yes 4 000000001 000028876 Maximum Tower Deflections - Service Wind Section Elevation Harz Gov. Tilt Twist No Deflection Load ft in Comb o ° Ll 107 5-71 75 14 604 41 1 067 0 001 L2 755-355 7779 41 0921 0001 L3 40-0 2 268 41 0 509 0 000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov Deflection Tilt Twist Radius of Load Curvature ft Comb in o o ft 109 500 Lightning Rod 3/4"x 4' 41 14 604 1 067 0 001 46497 108 000 (2)Side Lighting 41 14 604 1 067 0 001 46497 98 000 SBNHH-1 D65A w/Mount Pipe 41 12 501 1 038 0 001 24472 78 000 X7CAP465-VRO w/Mount Pipe 41 8 273 0 940 0 001 7880 61 000 AIR 21 w/Mount Pipe 41 5 143 0 777 0 001 4964 Maximum Tower Deflectiolns - Desi n Wind Section Elevation Harz Gov Tilt Twist No Deflection Load ,/t in Comb o ° LI 107 5-71 75 80 245 6 5 872 0 004 L2 75 5-35 5 42 774 6 5 072 0 004 L3 40-0 12 478 6 2 803 0 001 Critical Deflections and Radius of Curvature --Desi In Wind' Elevation Appurtenance Gov Deflection Tilt Twist Radius of Load Curvature ft Comb in o o ft 109 500 Lightning Rod 3/4"x 4' 6 80 245 5 872 0 004 8625 108 000 (2)Side Lighting 6 80 245 5 872 0 004 8625 98 000 SBNHH-1D65A w/Mount Pipe 6 68 705 5 717 0 004 4538 78 000 X7CAP-465-VRO w/Mount Pipe 6 45 488 5 177 0 004 1458 61 000 AIR 21 w/Mount Pipe 6 28 285 4 276 0 003 913 �UxTower Job 108396.002 01 -MATTITUCK, NY(BU#843211) Page15 of 16 I Project Date John W.Kelly P.E. Engineering,D.P.C. 17:04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK 74119 Client Designed by Phone (918)587-4630 Crown Castle FAX•(918)295-0265 Divakara Compression Checks Pole Design Data. Section Elevation Size L L. Kl/r A P„ op Ratio No P„ ft ft ft in' K K op„ Ll 107 5-71 75 TP29 726x24x0 219 35 750 0 000 00 20 070 -12 270 1282 360 0 010 (1) L2 71 75-35 5(2) TP35 094x28 688x0 25 40.000 0 000 00 27 077 -18 809 1710 580 0 011 L3 35 5-0(3) TP40 2803 873x0 313 40 000 0 000 00 39 643 -27 814 2739 690 0 010 Pole Bending Design Data Section Elevation Size M,« Om- Ratio M,ry Ratio No. M,. Mw ft kip ft kip ft Om- lap ft kip ft OM., Ll 107 5-71 75 TP29 726x24x0 219 370 368 762 474 0 486 0 000 762 474 0 000 (1) L2 7175-35 5(2) TP35.094x28 688x0 25 1137 975 1200 925 0 948 0 000 1200 925 0 000 L3 35 5-0(3) TP40 2803 873x0 313 2140 975 2251 742 0 951 0 000 2251 742 0 000 Pole Shear Design Data Section Elevation Size Actual V Ratio Actual OT, Ratio No V. V„ T. T„ fi K K OV kip ft kip ft OT Ll 107 5-71 75 TP29 726x24x0 219 19 135 641 179 0 036 0 251 1526 817 0 000 (1) L2 7175-35 5(2) TP35 094x28 688x0 25 23 668 855 290 0 028 0 250 2404 792 0 000 L3 35 5-0(3) TP40 2803 873x0 313 26 268 1369 850 0 019 0 249 4508 992 0 000 Pole Interacti'on'Desi n'Data' Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No P„ M,u M,ry I. T„ Stress Stress f OP„ OM. Wy 0V �T Ratio Ratio Ll 107 5-71 75 0 010 0 486 0 000 0 030 0 000 0 496 1 000 482 6 (1) V L2 7175-35 5(2) 0 011 0 948 0 000 0 028 0 000 0 959 1 000 482 Y " - InxTower Job 108396.002.01 -MATTITUCK, NY(BU#843211) Page 16of 16 Project Date John W.Kelly P.E. Engineering,D.P.C. 17'04:17 12/22/17 1717 S Boulder,Suite 300 Tulsa,OK74119 Client Designed by Phone (918)587-4630 Crown Castle FAX. (918)295-0265 Divakara Section Elevation Ratio Ratio Ratio Ratio Ratio Comb Allow Criteria No P„ M M,ry V. T. Stress Stress it op OM OM 0V, 0T Ratio Ratio L3 35 5-0(3) 0 010 0 951 0 000 0 019 0 000 0 961 1 000 4.8 2 V Section Capacity Table , Section Elevation Component Size Critical P ePall— % Pass No ft Type Element K K Capacity Fail Ll 107 5-71 75 Pole TP29 726x24x0 219 1 -12 270 1282 360 496 Pass L2 71 75-35 5 Pole TP35 094x28 688x0 25 2 -18 809 1710 580 959 Pass L3 35 5-0 Pole TP40.28x33 873x0 313 3 -27 814 2739 690 961 Pass Summary Pole(L3) 961 Pass RATING= 96.1 Pass Program Version 7 0 5 1 APPENDIX B BASE LEVEL DRAWING (RESQNED) 1) 1-1/4•TO 78 FT LEVEL INSTALLED-70 BE REMOVED) 1)3/8'TO 78 FT LEVEL (INSTALLED) 11,B) (12)7/8'TO 78 FT LEVEL 1-1/4'TO 108 FT LEVEL 111/4.TO 708 FT LEVEL NSTAUM-70 BE REMOVED) 1) 1-1/4 fVEt.TO 87 FT L 7µLM 0 E�LVW) 00 00 A m) (12)7/8'TO 81 FT LEVEL _ INSTALLED-IN CONDUIn / 7 3/8'TO 9a FT LEVEL 2;7/8'TO 98 FT LEVEL 2)a/a-m 9a FT LEVEL 12)1-5/8'TO 98 FT LEVEL I a 01 I Q3 D21 1 I • (1) 1//2-T)O TOM UGNIINO CLIMBING PEDS W/SwETT CUMa i BUSINESS UNIT:843211 APPENDIX C ADDITIONAL CALCULATIONS Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F/G Assumptions. 1)Rod groups at corners. Total#rods divisible by 4. Maximum total#of rods=48(12 per Corner) 2)Rod Spacing=Straight Center-to-Center distance between any(2)adjacent rods(same comer) 3)Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) Site Data Base Reactions BUM 843211 TIA Revision: G Site Name: MATTITUCK,NY Factored Moment,Mu. 2141 ft-kips App#: 414128 Rev.#0 Factored Axial,Pu: 28 kips Anchor Rod Data Factored Shear,Vu: 26 kips Eta Factor,q 0.5 TIA G(Fig 4-4) Qty: 12 Diam: 2.25 in Anchor Rod Results Rod Material: A615-J TIA G-->Max Rod(Cu+Vu/r)). 188.9 Kips Yield,Fy. 75 ksi Axial Design Strength,(D*Fu*Anet: 260.0 Kips Strength,Fu: 100 ksi Anchor Rod Stress Ratio: 72.7% Pass Bolt Circle: 47 in Anchor Spacing 1 6 lin Plate Data Base Plate Results Flexural Check PL Ref.Data W=Side: 46 in Base Plate Stress: 40.0 ksi Yield Line(in) Thick: 2.5 in PL Design Bending Strength,VFy: 49.5 ksi 2477 Grade: 55 ksi Base Plate Stress Ratio: 80.7% Pass Max PL Length. Clip Distance 6 in 24.77 N/A-Unstiffened Stiffener Data Welding at both sides) Stiffener Results Configuration: Unstiffened Horizontal Weld: N/A Weld Type: ** Vertical Weld N/A Groove Depth: <--Disregard Plate Flex+Shear,fb/Fb+(fv/Fv)A2: N/A Groove Angle* <--Disregard Plate Tension+Shear,ft/Ft+(fv/Fv)A2• N/A Fillet H.Weld: in Plate Comp.(AISC Bracket): N/A Fillet V.Weld: in Pole Results Width: in Pale Punching Shear Check: N/A Height: in Thick: in Max PL Length Notch: in Yield Line Grade: ksi # Anchors St St Weld str.: ksi at corner= t= BASE PL Qty/4 THICKNESS CL Anchor, Typ STIFFENED CONFIGURATION ASSUMED IN TOOL Ge BC G � Pole Data Diam: 4028 in / Thick: 0.3125 in ��%o I Input clear Space i at B C for single Grade: 65 ksi \ ;Anchor Case #of Sides: 18 "0"IF Round so �•- G9,p� Pole w/ D[AM = D Anchor Spacing Same As Stiffener Spacing, Except for Sterile Corner Anchor (Input Clear Space) **Note,for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CCIplate v2 0 Analysis Date:22-12-2017 Drilled Pier Foundation CROWN BU#: 843211 CAST-L E Site Name:MATTITUCK,NY App.Number:1414128Rev#0 TIA-222 Revison - G Tower Type Monopole j�njlysis Results Applied Soil Lateral Capacity Compression U hft Comp. Uplift D ft from TOC) 687 Moment ki -ft 21411 Sod Safety Factor 1 50 Axial Force(kips) 281 Max Moment(kip-ft)l 234574 Shear Force(kips) 26 ---Rating 88 7% - Soil Vertical Capacity Compression UPI/ft Material Properties Skin Friction(kips) 19349 Concrete Strength,Fc 1 3 ksi End Bearing(kips) 25447 Rebar Strength,Fy I 60 ksi I Weight of Concrete(kips) 10942 -Total Capacity(kips) 44796 Pier Design Data - - Axial(kips) 13742 Depth Depthl 21 ft -,"Rating 30 7% Fxd Above Grade 0 5 ft Reinforced Concrete Capacity Compression Uplift Pier Section 1 Critical Depth(ft from TOC) 677 From 0 V above grade to 21'below grade -Critical Moment(kip-ft) 2345.64 - Pier Diameter 6 ft Critical Moment Capacityl 334250 Rebar Quantity 16 Rating 70 2% Rebar Size 11 Clear Cover to Ties 4 in Soil Interaction Rating 88.7% Tie Size • 5 Structural Foundation Ratingi 70.2% Soil Profile Groundwater Depth n/a- ft #of La ers 3 Calculated Calculated',, Ultimate5kin Ult.4ross r To Bottom Thickness Angle of, Ultimate Skin P Vi Y�`°Kr�ie _Cohesion Ultimate Skin_ Ultimate Skin_ Friction Comp Bearing ' SPT Blow Layer ft ft ft Friction" Friction Uplift' Soil Type.:' (ft) ( ) ( )S '(pcf) (pcf) (ksf)'-' Frlctlon,Conip. Fric_tionUplift Override -Capacity. Count. (degrees) (kssf) (ksf) "(ksf), Override(ksf): (ksfl - 1 0 5 5 -: 100 150 0 0 -0.000 0 000 0 00; 000 Cohesionless 2 5 -15 10 -100 150 0 28 0.501 0.501 7 Cohesionless 31 151 211 61 1001 1501, '01 301 14461 1 446 12 _ 131 Cohesionless Version 1 1 0 ^^ ^ . *2122120 7 Search Results for Map lisp ASCE 7wMndnpovd A8CE 7 Ground Snow Load Related Resources Sponsors About ATC Contact �� / �� Results � �������d�xx m������nu�` ' �� v�,�on—~~^ ~ � ' ' Query Date:Fn Dec 222O17 ` Latitude:40.9994 Longitude:'725112 ~ PE AS&E740VVindopeedo - (3-sec peak gust/nmph° : chlc4go Risk Category|: 124 '~~—` "`NIN_ Risk Category 11: 135 ' I�DI'---` ' �[—'^ l Risk Category III-IV: 145 K8R�°25�eon8S z NORTHL K8R�°5O�eon8Q K8RI*°100-Yeac1O9 120 mph ' 86 Oastest mile in mph) -,,Map data @2017 Google,lNidl Wiles per hour -Mean Recurrence Interval Users should consult with local building officials to determine if there are community-specific wind speed requirements that govern ME L--J Print your results VNND8PEEDVVEBS|TE DISCLAIMER While the information presented on thiewmbsito in believed to be conoot.ATC and its sponsors d contributors assume no responsibility or liability for its accuracy.The material presented m the windopood report should not be used or m|md upon for any opooifio application without competent examination and verification of its accuracy,suitability and applicability byengineers or other licensed professionals ATC does not intend that the use of this information nnp|000 the sound judgment of such competent pmfeomona|o, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this wabaho assume all |mb/|/ty arising from such use. Use of the output of this wmbsibo does not imply approval by the governing building d bodies responsible for building code appmvul and interpretation for the building site described by|eUtuda0ongituda location in the windopoed load report. ` Sponsored by the ATC Endowment Fund^ ^201 Redwood Shores Parkway,Suite 240^Redwood City,California 94065`(650)595-1542 / httpY/winoonoouotoounm|.orgxnuox.pnp?opUon=onm-cmnmnt&*/ow=artm|o&/d=1o&goo=1&|omuuo=400000ua%2o&/ono/tuuo~'reo111aounox_o mu.. 1/1 - I CGNSTRUCTION SET Sprint PROJECT: 2.5 REWORK 6500 Spnnt Parkway Overland Park,KS 66251 SITE NAME: MATTITUCK CC CROWN CASTLE • ® rna FouMotlon m.o w+reie:,wona SITE CASCADE: NY33XC688 CROWN SUN: 843211 / ORDER 414128 PRENCN&PAR FP^Z�� ASSOCIATES 1ti0D Rw1Ca Ba,Selte 1D1•Vitt New Jer'6err o7718 o°73P31P9B00 P73P31P9"sm TM SITE ADDRESS: ELIJAH'S LANE SEAL _,�oF NEiv MATTITUCK, NY 11952 ` Q`��R ' rRRo�� SITE TYPE: 107'-6" MONOPOLE Uj a 796 S ti PETER J $�y�G DATE NEW YORK PROFESS1O lJC NO 07961Y NEW YORK PROFESS104 SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING SCHEDULE REVISIONS REV, DATE REVISION DESCRIPTION DWG# DRAWING TITLE O 01/17/18 ISSUED FOR RENEW 1`' • THIS IS A MODIFICATION TO AN EXISTING UNMANNED APPLICANT: 4' ;uz .; ^, 1 02/22/16 issum AS Fwu TELECOMMUNICATIONS FACILITY T-1 TITLE SHEET SPRINT VI ION 6580 SPRINT PARKWAY • NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS SITE SP-1 CONSTRUCTION SPECIFICATIONS OVERLAND PARK,KS 66251 _ - _ '' • NO WASTE WATER WILL BE GENERATED AT THIS LOCATION SP-2 CONSTRUCTION SPECIFICATIONS PROPERTY OWNER: A-1 COMPOUND PLAN AND NOTES '-'?�;:'- • APPLICANTS MAINTENANCE CREW(TYPICALLY ON PERSON)WILL MAKE CROWN ATLANTIC COMPANY LLC " AN AVERAGE OF ONE TRIP PER MONTH A-2 ELEVATIONS 550 PINETOWN ROAD,SUITE 316 FORT WASHINGTON,PA 19034 A-3 ANTENNA AND RRU CONFIGURATION AND DETAILS A-4 CABINET DETAILS AND ANTENNA SCHEDULE TOWER OWNER: SCOPE OF WORK SITE A-5 ANTENNA PLUMBING DIAGRAM NOTES* �= CROWN ATLANTIC COMPANY LLC PROJECT CONSISTS OF REMOVING(6)EXISTING ANTENNAS, E-1 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS THIS DOCUMENT HAS BEEN PREPARED FOR A 650 PINETOWN ROAD,SUITE 316 AND(6)EXISTING COAX CABLES,AND INSTALLING(6) 24"x 36"FORMAT DO NOT SCALE IF PLOTTED FORT WASHINGTON,PA 1903a PROPOSED ANTENNAS,(12)PROPOSED RRH'S,AND 4 E-2L GROUNDING DETAILS AND NOTES () ON ANY OTHER FORMAT PROPOSED HYBRID CABLES TO THE EXISTING WIRELESS LATITUDE(NAD83): TELECOMMUNICATIONS FACILITY. IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED N 40'59'67.79'(NAD83) I PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON LONGITUDE(NAD83): "'. N THESE DOCUMENTS ARE CONFIDENTIAL AND W-72°30'40.17'(NAD83) ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED (^ OR REDISTRIBUTED WITHOUT THE EXPRESS COUNTY: WRITTEN CONSENT OF SPRINT. SUFFOLK COUNTY LOCATION MAP APPLICABLE CODES DIRECTIONS ZONING JURISDICTION: " START:3329 STREET RD,BENSALEM,PA 19020 MATTITUCK 1. HEAD SOUTHEAST. qq HAMLET OF MATTITUCK 1! $^ ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN 2. TURN RIGHT TOWARD PA-132 W. NYV 3XC688 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS 3 SLIGHT RIGHTTOWARD PA-132 W. p w,roedn 4. TURN RIGHT ONTO PA-132 W. ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE S. USE THE RIGHT LANE TO TAKE THE RAMP TO 1.278 E. PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE e MERGE ONTO I.276 E. ELIJAH'S LANE CODES. . S. KEEP TLEFTATTHE FORK,AND MERGE ONTO NJ TPKE. MATTITUCK, NY 11952 9. CONTINUE ONTO 1-95/NJ TPKE. 1.INTERNATIONAL BUILDING CODE,2015 EDITION 10. TAKE EXIT 13 FOR INTERSTATE 278 TOWARD ELIZABETH/GOETHALS BR/VERRAZANO OR. SUFFOLK COUNTY " ,. '\t; • r `b P 11. KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR 1.278 E/VERRAZANO BR/GOETHALS BRIDGE q�Q e u w mQ 2.INTERNATIONAL MECHANICAL CODE,2015 EDITION AND MERGE ONTO I-275 E 3.ANSI EIAMA-222 STRUCTURAL STANDARD 12. KEEP LEFT TO STAY ON 1.278 E. 4.NFPA 780-LIGHTNING PROTECTION CODE 13: KEEP LEFT TO STAY ON 1.278 E,FOLLOW SIGNS FOR FINGERBOARD RDILILY POND AVE. S.UNIFORM PLUMBING CODE 14. USE THE LEFT LANE TO TAKE THE EXIT TOWARD BELT PARKWAY E/KENNEDY AIRPORT. q SITEy 6.NATIONAL ELECTRICAL CODE 16. MERGE ONTO BELT PKWY. TITLE SHEET 16. USE THE LEFT 2 LANES TO TAKE EXIT 25A FOR SOUTHERN STATE PKWY TOWARD EASTERN LL 17. CONTINUE ONTO SOUTHER STATE PKWY. 15. KEEP RIGHT TO STAY ON SOUTHERN STATE PKWY. 19. TAKE EXIT 44E TOWARD MONTAUKINY-27 E. 20. MERGE ONTO SUNRISE HWY SOUTH SERVICE RD. DATE SCALE 21. USE TI1E LEFT LANE TO TAKE THE 27 E RAMP TO MONTAUK. 01/04/2018 AS NOTED a,-, ,' [,. A`� 3 ,- - I • 22. MERGE ONTO NY-27 E. 23. TAKE EXIT 63N FOR OLD RIVERHEAD ROAD TOWARD RIVERHEAD. DRAWN SHEET# 24. MERGE ONTO OLD RIVERHEAD RD. Dc O, - ' = „-:� - 25. AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO GUOGUE RIVERHEAD RD. CHECKED BY,yq' 26. KEEP RIGHT TO CONTINUE ON CROSS RIVER DR KROW WI16P9 below. 27 TURN RIGHT ONTO MAIN RD. P J T T-1 ` A Call before you dig. y` �, .`� e- ^� - y29. TURN LEFT PROJECT# www c011611 com 28. DESTINATION WILL T ON THE LEFT. x w ""3,,.. '"' I a ,! •, �4 '';,fig `' L""s„a^a _ ELIJAH'S LANE,MATTITUCK,NY-11952 24381303 SECTION 01 100-SCOPE OF WORK 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK REMOTE ELECTRICAL TILT(RET)CABLES:A/E TO THE WORK: IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF Sprint SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS,LATEST EDITION,AND TESTING. MISCELLANEOUS: PORTIONS THEREOF. INSTALL SPUTTERS,COMBINERS,FILTERS PER RF DATA SHEET,FURNISHED BY SPRINT. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. 6580 Sprint Parkway PRECEDENCE: ANTENNA INSTALLATION: Overland Park,KS 66251 SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES,BUT IS NOT LIMITED TO THE FOLLOWING; THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER.ANTENNA HEIGHT,AZIMUTH,AND FEED WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. CONSTRUCTION DRAWINGS,INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE CROWN PRECEDENCE. 1. AZIMUTH,DOWNTILT,AGL FROM SUNSIGHT INSTRUMENTS-ANTENNA ALIGNMENT TOOL A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE (AAT) BOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN lk jrCASTLE SITE FAMILIARITY: 1 DEGREE. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT 2. SWEEP AND FIBER TESTS DOCUMENTS,FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. B. ANTENNA MOUNTING REQUIREMENTS:PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED The Fou°dMlu°for a WI°leas Worm 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED ON THE DRAWINGS. ON-SITE SUPERVISION: EQUIPMENT THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR HYBRID CABLE INSTALLATION: CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES IN ACCORDANCE 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION A. THE CONTRACTOR SHALL ROUTE,TEST,AND INSTALL ALL CABLES AS INDICATED ON THE WITH THE CONTRACT DOCUMENTS. CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S I 6. PDF SCAN OF REDLINES PRODUCED IN FIELD RECOMMENDATIONS. FP DRAWINGS,SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS BUILT DRAWING FRENCH IS PARRELLO THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S —ASSOCIATES AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. PRODUCTION SPECIFICATIONS FOR BENDING RADII. 18IXI R0111a 34,BuPe 101•Wall,New Jamey 07718 A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.PROVIDE ALL MATERIALS AND LABOR AS 7. LIEN WAIVERS C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND °732312.9800 P 7323129801 REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM.MODIFICATIONS MAY BE INSTALLATION. SEAL REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE S. FINAL PAYMENT APPLICATION �pF Em/ INCLUDED AS PART OF THE WORK. 9. REQUIRED FINAL CONSTRUCTION PHOTOS 1. FASTENING MAIN HYBRID CABLES:ALL CABLES SHALL BE INSTALLED INSIDE MONOPOLE WITH CABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER. c B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS TO PROCEEDING WITH THE WORK-DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS 2. FASTENING INDIVIDUAL FIBER AND OC CABLES ABOVE BREAKOUT ENCLOSURE(MEDUSA), NOTED OTHERWISE.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA WITHIN THE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. (SPRINTS DOCUMENT REPOSITORY OF RECORD). r C. MARK THE FIELD SET OF DRAWINGS IN RED,DOCUMENTING ANY CHANGES FROM THE a. FIBER:SUPPORT FIBER BUNDLES USING°/a"VELCRO STRAPS OF THE REQUIRED LENGTH CONSTRUCTION DOCUMENTS. 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST:SPRINT WILL PROVIDE SEPARATE p 18"OC.STRAPS SHALL BE UV,OIL AND WATER RESISTANT AND SUITABLE FOR GUIDANCE INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL N 96 METHODS OF PROCEDURE(MOPS)FOR CONSTRUCTION: b. DC:SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH.ZIP TIES TO BE UV p 2 (� CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN STABILIZED,BLACK NYLON,WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED PETER J SI593 D^� BY NELCO PRODUCTS OR EQUAL NEW WRK PROFESSIO UC.NO 079612 A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0568 REVISIONS 3. FASTENING JUMPERS:SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING B. CABLE LABELING EN-2012-00 STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. REV DATE REVISION DESCRIPTION 0 01/17/18 MWO FOR REM C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS 4. CABLE INSTALLATION: 1 02/22/18 &SUM AS nNAL SECTION 01 200-COMPANY FURNISHED MATERIAL AND EQUIPMENT a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE,NOTIFY THE CONSTRUCTION MANAGER. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. b. CABLE ROUTING:CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS AVOID TWISTING AND CROSSOVERS. PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. c. HOIST CABLE USING PROPER HOISTING GRIPS.DO NOT EXCEED MANUFACTURES CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR RECOMMENDED MAXIMUM BEND RADIUS. CONTRACTORS LOCATION.CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. NOTES, SECTION 11 700-ANTENNA ASSEMBLY,REMOTE RADIO UNITS AND CABLE THIS DOCUMENT HAS BEEN PREPARED FORA INSTALLATION 24"x 36"FORMAT DO NOT SCALE IF PLOTTED SECTION 01 300-CELL SITE CONSTRUCTION SUMMARY: ON ANY OTHER FORMAT NOTICE TO PROCEED: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS,RRU'S,AND CABLE EQUIPMENT, IF THIS DOCUMENT DOES NOT CONTAIN THE NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE INSTALLATION,AND TESTING OF COAXIAL FIBER CABLE. RAISED SEA OF THE UNDERSIGNED ISSUANCE OF WORK ORDER. PROFESSIONAL,IT IS NOT A VALID DOCUMENT ANTENNAS AND RRU'S: SITE CLEANLINESS: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND CONSTRUCTION DRAWINGS. TRASH.AT THE COMPLETION OF THE WORK,CONTRACTOR SHALL REMOVE FROM THE SITE ALL THESE DOCUMENTS ARE CONFIDENTIAL AND REMAINING RUBBISH,IMPLEMENTS,TEMPORARY FACILITIES,AND SURPLUS MATERIALS. HYBRID CABLE: ARE THE SOLE PROPERTY OF SPRINT AND HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL MAY NOT BE REPRODUCED,DISSEMINATED BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S OR REDISTRIBUTED WITHOUT THE EXPRESS REQUIREMENTS. WRITTEN CONSENT OF SPRINT SECTION 01 400-SUBMITTALS&TESTS ALTERNATES: JUMPERS AND CONNECTORS: AT THE COMPANY'S REQUEST,ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED FURNISH AND INSTALL 1/2°COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS.JUMPERS SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL. SPRINT WILL REVIEW SHALL BE TYPE LDF 4,FLC 12-60,CR 540,OR In 640.SUPER-FLEX CABLES ARE NOT ACCEPTABLE. MATTITUCK AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 CONSIDERED, INCH FOAM DIELECTRIC,OUTDOOR RATED COAXIAL CABLE,MIN LENGTH FOR JUMPER SHALL BE NY33XC688 TESTS AND INSPECTIONS: ELIJAH'S LANE A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS,INSPECTIONS AND MATTITUCK NY 11952 PROJECT DOCUMENTATION, B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SUFFOLK COUNTY 1. COAX SWEEPS AND FIBER TESTS PER TS-0200(LATEST REVISION)ANTENNA LINE ACCEPTANCE STANDARDS. CONSTRUCTION 2. AGL,AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA SPECIFICATIONS USING A COMMERCIAL MADE-FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT).INSTALLED AZIMUTH,CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA DATE: SCALE: 01/04/2018 AS NOTED DRAWN BY SHEET#' DC CHECKED BY: 1 PJT SP-1 PROJECT# 243613D3 • CONTINUE FROM SPA SUPPORTING DEVICES: HUBS AND BOXES: Sprint® 5. GROUNDING OF TRANSMISSION LINES:ALL TRANSMISSION LINES SHALL BE GROUNDED AS A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS:SUBJECT TO COMPLIANCE WITH A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS Pe INDICATED ON DRAWINGS. REQUIREMENTS,PROVIDE PRODUCTS BY THE FOLLOWING: PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED.HUB SHALL INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL.PROVIDE IMPACT RESISTANT 105 DEGREE C 6580 Spnnt Parkway 6. HYBRID CABLE COLOR CODING:ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 1. ALLIED TUBE AND CONDUIT PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. Overland Park,KS 66251 (LATEST REVISION). 2. B-LINE SYSTEM B. CABLE TERMINATION FITTINGS FOR CONDUIT 7. HYBRID CABLE LABELING:INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELEDCROWN ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE-EN 3. UNISTRUT DIVERSIFIED PRODUCTS 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEONEY OR EQUAL 2012.001,REV 1 BY ROX TEC. CC 4. THOMAS&BETTS WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: = CA�iT L E 2. CABLE TERMINATORS FOR LFMc SHALL BE ETco-cL2o7s;OR MADE FOR THE PURPOSE 011z, B. FASTENERS:TYPES,MATERIALS,AND CONSTRUCTION FEATURES AS FOLLOWS: PRODUCTS BY ROXTEC. The PWa"u•nro,owwro..wara A ALL FIBER&COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. 1. EXPANSION ANCHORS:CARBON STEEL WEDGE OR SLEEVE TYPE. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY,HEAVY DUTY,WEATHERPROOF,DUST PROOF,WITH GASKET,PLATED IRON ALLOY COVER B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS.ALL INSTALLATIONS MUST BE 2. POWER-DRIVEN THREADED STUDS:HEAT-TREATED STEEL,DESIGNED SPECIFICALLY FOR AND STAINLESS STEEL COVER SCREWS,CROUSE-HINDS WAS SERIES OR EQUAL. DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST THE INTENDED SERVICE. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. PRACTICES. FPAA 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL FRENCH&,PARREU n 1. COLD SHRINK:ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. WRAP OF 2"ELECTRICAL TAPE EXTENDING 2"BEYOND TUBING.PROVIDE 3M COLD SHRINK E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN,SQUARE'13%CROUSE-HINDS, ASSOCIATES CXS SERIES OR EQUAL. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. COOPER,ADALET,APPLETON,O-Z GEDNEY,RACO,OR APPROVED EQUAL. 9800 RaAs-732 129Sulmi 101.7323129 ey077IB a732312980D E7ANowJan _ m 2. SELF-AMALGAMATING TAPE:CLEAN SURFACES.APPLY A DOUBLE WRAP OF S. MACHINE SCREWS,WELDED THREADED STUDS,OR SPRING-TENSION CLAMPS ON STEEL SEAL* OF Nl_ SELF-AMALGAMATING TAPE 2"BEYOND CONNECTOR.APPLY A SECOND WRAP OF (� SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION.APPLY DOUBLE WRAP OF 2"WIDE O ELECTRICAL TAPE EXTENDING 2°BEYOND THE SELF-AMALGAMATING TAPE. 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. SUPPLEMENTAL GROUNDING SYSTEM �"�P�.(�R �•TgRo 3. 3M SLIM LOCK CLOSURE 716:SUBSTITUTIONS WILL NOT BE ALLOWED. S. DO NOT WELD CONDUIT,PIPE STRAPS,OR ITEMS OTHER THAN THREADED STUDS TO STEEL A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON Q STRUCTURES. THE DRAWINGS.SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION,USE SHEET METAL SCREWS. GROMMETS,GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE,SIZES AS INDICATED ON THE DRAWINGS.PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS _ SECTION 11 800-INSTALLATION OF MULTIMODAL BASE STATIONS(MMBS)AND EXCEPTED AS OTHERWISE NOTED. tP Z RELATED EQUIPMENT B. SUPPLEMENTAL GROUNDING SYSTEM:ALL CONNECTIONS TO BE MADE WITH CAD WELDS, SUPPORTING DEVICES: EXCEPTAT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY A 798 2 (G MANUFACTURER;AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. SUMMARY: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PETER J.° 1SP5� DPI PERMANENTLY IN ACCORDANCE WITH NEC. C. STOLEN GROUND-BARS:IN THE EVENT OF STOLEN GROUND BARS,CONTACT SPRINT CM FOR NEW YORK PROFESSI UC NO 079612 A. THIS SECTION SPECIFIES MMBS CABINETS,POWER CABINETS,AND INTERNAL EQUIPMENT REPLACEMENT INSTRUCTION USING THREADED ROD KITS. INCLUDING BY NOT LIMITED TO RECTIFIERS,POWER DISTRIBUTION UNITS,BASE BAND UNITS, B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. REVISIONS SURGE ARRESTORS,BATTERIES,AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR EXISTING STRUCTURE: REV DATE REVISION DESCRIPTION"M INSTALLATION BY THE CONTRACTOR(OFCI). C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS,FASTEN ELECTRICAL ITEMS AND THEIR 0 01/17/18 WM FOR REW SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS,RECEPTACLES,SWITCHES,DEVICES, sc B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL BOXES,AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT + ox/x2/te um As Fwu LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE WALL,CEILING,OR FLOOR SO THAT SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. PROOF TEST LOAD. THEY ARE CONCEALED AND SAFE.WALL,CEILING,OR FLOOR SHALL BE PATCHED TO MATCH THE C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS. ADJACENT CONSTRUCTION. CONDUIT AND CONDUCTOR INSTALLATION: DC CIRCUIT BREAKER LABELING ELECTRICAL IDENTIFICATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS A. NEW DC CIRCUIT IS REQUIRED IN MMBS CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRU AND HANGERS.EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE BEING SERVICED A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET,INSIDE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE,MAINTAIN CLOSE PROXIMITY TO DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE NOTES, SECTION 26100-BASIC ELECTRICAL REQUIREMENTS B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY INSTALLED IN A NEAT AND WORKMANLIKE MANNER,PARALLEL AND PERPENDICULAR TO IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE FISHED TO CLEAR THIS DOCUMENT HAS BEEN PREPARED FOR A SUMMARY: OBSTRUCTIONS.ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, 24"x 36"FORMAT DO NOT SCALE IF PLOTTED THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. PLASTER OR DIRT FROM ENTERING.CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY ON ANY OTHER FORMAT SECTION 26 200-ELECTRICAL MATERIALS AND EQUIPMENT GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. IF THIS DOCUMENT DOES NOT CONTAIN THE QUALITY ASSURANCE: CONDUIT: RAISED SEA OF THE UNDERSIGNED B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. PROFESSIONAL,IT IS NOT A VALID DOCUMENT A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE A. RIGID GALVANIZED STEEL(RGS)CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE AND NO LIABILITY IS ASSUMED FOR THE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. INFORMATION SHOWN HEREON RIGID CONDUIT AND FITTINGS SHALL BE STEEL,COATED WITH ZINC EXTERIOR AND INTERIOR BY THESE DOCUMENTS ARE CONFIDENTIAL AND B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THE HOT DIP GALVANIZING PROCESS.CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE C80.1,FEDERAL SPECIFICATION W -C-581 AND SHALL BE LISTED WITH THE UNDERWRITERS' ARE THE SOLE PROPERTY OF SPRINT AND W MAY NOT BE REPRODUCED,DISSEMINATED FOR THIS PROJECT. LABORATORIES.FITTINGS SHALL BE THREADED-SET SCREW OR COMPRESSION FITTINGS WILL OR REDISTRIBUTED WITHOUT THE EXPRESS NOT BE ACCEPTABLE.RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED,REPUBLIC OR WRITTEN CONSENT OF SPRINT. C. MATERIALS AND EQUIPMENT:ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE WHEATLAND. SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE(PVC)SUITABLE FOR DIRECT BURIAL AS APPLICABLE.JOINTS SHALL BE BELLED,AND FLUSH SOLVENT WELDED IN MATTITUCK ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.CONDUIT SHALL BE CARLON ELECTRICAL SUPPORTING DEVICES: PRODUCTS OR APPROVED EQUAL. NY33XC688 A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE C. TRANSITIONS BETWEEN PVC AND RIGID(RGS)SHALL BE MADE WITH PVC COATED METALLIC ELIJAH'S LANE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. LONG SWEEP RADIUS ELBOWS. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN MATTITUCK, NY 11952 THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE WALLS AND CEILINGS.EMT SHALL BE MILD STEEL,ELECTRICALLY WELDED, FOR THIS PROJECT. ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION SUFFOLK COUNTY C80.3,FEDERAL SPECIFICATION W W-C-SM,AND SHALL BE UL LISTED.EMT SHALL BE C. MATERIALS AND EQUIPMENT: MANUFACTURED BY ALLIED,REPUBLIC OR WHEATLAND,OR APPROVED EQUAL.FITTINGS SHALL ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE BE METALLIC COMPRESSION.SETSCREW CONNECTIONS SHALL NOT BE ACCEPTABLE, SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO CONSTRUCTION EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS,MAINTAINING SPECIFICATIONS THE INTEGRITY OF CONDUIT SYSTEM.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6•FEET.LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC.MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL,ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE,OR APPROVED EQUAL DATE- 01/04/2018 SCALE AS NOTED F. MINIMUM SIZE CONDUIT SHALL BE 3/41NCH(21MM). DRAWN BY SHEET# D C. CHECKED BY PJT SP-2 PROJECT# 24381303 SITE NOTES EXISTING T—MOBILE EQUIPMENT PAD 1. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS,TAX MAPS, Sprint® AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE F_x—x—X—x—x—x—X—x—X—x—x—X— —x—x BOUNDARY SURVEY EXISTING UTILITY x ANTENNA PLAN x FRAME (TYP) 2 THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS 6580 Sprint Parkway SEE 1/A3&2/A3 SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD Overland Park,KS 66251 EXISTING VAULT EXISTING 107'-6" 3 THE HORIZONTAL DATUM(COORDINATES)ARE IN TERMS OF THE NORTH CROWN MONOPOLE / z I `I ©❑ I I IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88) ff IF EQUIPMENT PLAN. CASTLE o " "�SEE 2JA-1 AND 3/A-1 4 NO NOISE,SMOKE,DUST,OR ODOR WILL RESULT FROM THIS FACILITY A EXISTING ICE moFoummlon rorowwlo..wona BRIDGE (TYP) I' 5 THE FACILITY IS UNMANNEDAND NOT FOR HUAN HABITATION (THERE IS NO1 FP^z� EXISTING AT&T x x HANDICAP ACCESS REQUIRED) EQUIPMENT SHELTER I + f 6 THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE x 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OR ANY TYPE FRENCH&PARRELLO x 8 THE PROPOSED DEVELOPMENT DOES NTO INCLUDE OUTDOOR STORGE OR —ASSOCIATES _ ANY SOLID WASTE RECEPTACLES IBM Rout o 34,Suke 101•NML New Jerea/07719 EXISTING AT&T a7323129800 P7323129801 x x GENERATOR PAD GENERAL NOTES SEAL: OF NE W x x 1 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, C7� •(E'R J.J.rAli ORDINANCES,LAWS AND REGULATIONS OF ALL MUNICIPALITIES,UTILITIES Q� �{ EXISTING CHAINLINK FENCE (TYP) COMPANY OR OTHER PUBLIC AUTHORITIES. x x 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL,STATE, W EXISTING UTILITY PAD EXISTING UTILITY COUNTY OR MUNICIPAL AUTHORITIES �- i FRAME " 3 THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER,IN N \ EXISTING VERIZON WRITING,OF ANY CONFLICTS,ERRORS OR OMISSIONS PRIOR TO THE A 796 2 !p x x WIRELESS SHELTER SUBMISSION OF BIDS OR PERFORMANCE OF WORK,MINOR OMISSIONS OR DATE ERRORS IN THE BID PROJECT IN ACCORDANCE WITH THE OVERALL INTENT OF PETER J. THESE DRAWINGS NEW YORK PROFE6910 uc NO.079612 fix—x—x—xx—x tt 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING REVISIONS EXISTING DOUBLES/ \ EXISTING WALL SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION THE REV. DATE REVISION DESCRIPTION ACCESS GATE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF THE 0 01/17/18 MWM FOR REVIEW CONSTRUCTION OF THIS FACILITY 1 02/22/16 +SS11EO A9 RNAI. 1 COMPOUND PLAN 5 THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL A-1 SCALE: 1/8" = V-0" MATERIALS,EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT GRAPHIC SCALE ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS 8 0 4 8 16 32 6 THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE (IN FEET) WITH THE CONTRACT DOCUMENTS 1/8 INCH= 1 FOOT 7 POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER PROPOSED RECTIFIER SHELF PROPOSED 2.5 EQUIPMENT TO BE 8 CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF NOTES, TO BE INSTALLED INSIDE INSTALLED IN EXISTING MMBTS ENGINEERING PRIOR TO INSTALLATION THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING MMBTS CABINET CABINET(INCLUDING BUT NOT 9 TRANSMITTER AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA/EIA 222-G 24"x 36"FORMAT DO NOT SCALE IF PLOTTED EXISTING DC EXISTING DC LIMITED TO BASE BAND UNIT, ON ANY OTHER FORMAT DISTRIBUTION AND FIBER DISTRIBUTION AND FIBER CELL SITE ROUTER,SURGE REQUIREMENTS MANAGEMENT BOX EXISTING SPRINT MANAGEMENT BOX ARRESTORS AND POWER AND 10 ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPPED GALVANIZED STEEL IF THIS DOCUMENT DOES NOT CONTAIN THE BTS CABINET FIBER CONNECTIONS RAISED SEA OF THE UNDERSIGNED EXISTING SPRINT EXISTING SPRINT 11.CONTRACTOR SHALL MAKE A UTILITY"ONE CALL"TO LOCATE ALL UTILITIES PROFESSIONAL,IT IS NOT A VALID DOCUMENT RRH MOUNTED ON EXISTING SPRINT RRH MOUNTED ON AND NO LIABILITY IS ASSUMED FOR THE UNISTRUT FRAME BATTERY CABINET UNISTRUT FRAME PRIOR TO EXCAVATING INFORMATION SHOWN HEREON (TYP OF 3) (TYP OF 3) (4)PROPOSED BATTERIES TO 12 IF ANY PIPING EXISTS BENEATH THE SITE AREA,CONTRACTOR MUST LOCATE THESE DOCUMENTS ARE CONFIDENTIAL AND •• •• •• •• BE INSTALLED IN EXISTING IT AND CONTACT OWNERS REPRESENTATIVE ARE THE SOLE PROPERTY OF SPRINT AND EXISTING EXISTING BATTERY RACK IF REQUIRED 13 A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT MAY NOT BE REPRODUCED,DISSEMINATED SPRINT ICE SPRINT ICE (20 BATTERIES REQUIRED OR REDISTRIBUTED WITHOUT THE EXPRESS BRIDGE BRIDGE MINIMUM) TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE WRITTEN CONSENT OF SPRINT. AND ITS COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT THE EXISTING SPRINT EXISTING SPRINT APPURTENANCES PRIOR TO THE INSTALLATION OF THE PROPOSED COVERED EQUIPMENT COVERED EQUIPMENT EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE,THE OWNER'S MATTITUCK PLATFORM PLATFORM AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED EXISTING (6) COAX PROFESSIONAL ENGINEER CABLES TO BE NY33XC688 REMOVED IIIIIIHIIIIIIIIIIIIIII ELIJAH'S LANE PROPOSED SPRINT(4)1-1/4.0 FEEDLINES(16V LENGTH)ROUTED TO FOLLOW EXISTING CABLE ROUTING TO MATTITUCK, NY 11952 EXISTING SPRIN RRH LOCATION T EXISTING SPRINT SUFFOLK COUNTY PPC CABINET PPC CABINET STRUCTURAL NOTE: COMPOUND PLAN AND A STRUCTURAL ANALYSIS OF THE EXISTING NOTES TOWER SHALL BE PERFORMED TO CONFIRM K2 EXISTING EQUIPMENT PLAN �1 PROPOSED EQUIPMENT PLAN ADEQUACY PRIOR TO INSTALLATION OF NEW A-1 SCALE: 1/4" = 1'-O" A-1 SCALE: 1/4" = 1'-0" ANTENNAS AND CABLING. DATE SCALE of/oa/tote AS NOTED GRAPHIC SCALE GRAPHIC SCALE a o 2 4 8 16 a o 2 4 8 16 CONTRACTOR TO VERIFY CONDITIONS OF THE DRAWN BY SHEET# EXISTING WIRELESS INSTALLATION PRIOR TO DC MODIFICATIONS. IF THE CONDITIONS ARE NOT CHECKED BY (IN FEET) (IN FEET) AS PER THE ORIGINAL INSTALLATION OR THE /� 1/4 INCH- 1 FOOT 1/4 INCH- I FOOT SUPPORTING STRUCTURE HAS DETERIORATED, aJT A-1 THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. PROJECT# 2438 1303 Sprint® .ovr 6580 Spnnt Parkway Overland Park,KS 66251 NEW SPRINT LOW PROFILE PLATFORM SITE PRO1 PART# MC-PAI2L-B WITH HAND RAIL KIT C D OW N SITE PR01 PART#MT-19S72 f1 Y Y EXISTING T-ARM MOUNTS CASTLE (TYP. OF 1 PER SECTOR, Th,F"o"ani,n rw"W,mtm Woft TIP OF LIGHTNING ROD TOTAL OF 3) TO BE REMOVED TIP OF LIGHTNING ROD ELEV=±115'-6" AGL ELEV.=±115-6" AGL h OF EXISTING SPRINT ANTENNAS +4TOP OF EXISTING TOWER h �OFPROPOSEDSPRINT_PCS TOP OF EXISTING PER Fp^Z�� ELEV=±108'-0" AGL ELEV.=±106'-O" AGL ELEV.=±106'-0^AGL ELEV.=f106'-0" AGL FRENCH 19 PARRELLO NEW SPRINT PANEL ANTENNA AS S O C I ATE S CrYP.OF EXISTING SPRINT ANTENNAS OF6)ANDNERSPRINT RH(TTOTAL 160pRw�aS4,6uka101-Vh%NayJorm" 7716 h OF EXISTING ANTENNAS (BY OTHERS) OF 6)AND NEW SPRINT RRH(TYP. a7%4 9500 P7823122M (TYP. OF 2 PER SECTOR, h OF EXISTING ANTENNAS (BY OTHERS) OF 4 PER SECTOR,TOTAL OF 12) ELEV.=f98'-0" AGL TOTAL OF 6) TO BE REMOVED ELEV=t98'-0" AGL 3 4 5 SEAL ��OF NEw r A-3 A-3 A-3 �`P ��R raR O� 6 T AJ A-3 r � L21 tP � h OF EXISTING ANTENNAS (BY OTHERS) h OF EXISTING ANTENNAS (BY OTHERS) 96 2 'EL =±78'-0" AGL EL =±78'-O" AGL A PETER J. MSG DATE NEW YORK PROFO LIC NO 079612 ESSI REVISIONS REV DATE REVISION DESCRIPTION 0 01/17/15 ISSUED FOR RENEW 1 02/22/18 ISSUED AS FINAL h OF EXISTING ANTENNAS (BY OTHERS) h OF EXISTING ANTENNAS (BY OTHERS) ELEV.=±61'-O" AGL ELEV.=±61'-O" AGL PROPOSED SPRINT(4)1-1/4-0 FEEDLINES (±168)ROUTED TO FOLLOW EXISTING CABLE ROUTING TO RRH LOCATION. EXISTING FEEDLINES TO BE REMOVED. NOTES, EXISTING 107'-6" EXISTING 107'-6" THIS DOCUMENT HAS BEEN PREPARED FOR A MONOPOLE MONOPOLE 24"x 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT MATTITUCK NY33XC688 ELIJAH'S LANE GRADE GRADE h ELEV=±O'-O" AGL NOS ELEV.=fO'-O" AGL MATTITUCK, NY 11952 ANTENNA BY OTHERS NOT SUFFOLK COUNTY SHOWN FOR CLARITY. 1 EXISTING TOWER ELEVATION STRUCTURAL NOTE: 2 PROPOSED TOWER ELEVATION A-2 SCALE: 1/8" = 1'-0" A STRUCTURAL ANALYSIS OF THE EXISTING A-2 SCALE: 1/8" = 1'-0" GRAPHIC SCALE TOWER SHALL BE PERFORMED TO CONFIRM GRAPHIC SCALE ELEVATIONS a o a 6 16 32 ADEQUACY PRIOR TO INSTALLATION OF NEW a 0 a a 16 32 ANTENNAS AND CABLING. (IN FEET) (IN FEET) DATE SCALE: 1/0 INCH- 1 FOOT CONTRACTOR TO VERIFY CONDITIONS OF THE 1/8 INCH - 1 FOOT 01/04/2018 AS NOTED EXISTING WIRELESS INSTALLATION PRIOR TO DRAWN BY SHEET#. MODIFICATIONS. IF THE CONDITIONS ARE NOT oc T AS PER THE ORIGINAL INSTALLATION OR THE ANTENNA BY OTHERS NOT SUPPORTING STRUCTURE HAS DETERIORATED, CHECKED BY SHOWN FOR CLARITY. - THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. NT N PJT A-2 PROJECT# 24381303 = EXISTING T—ARM MOUNTSa. Sprint < (TYP. OF 1 PER SECTOR, A o TOTAL OF 3) TO BE REMOVED POA I _ `St�`C,Oy, 6580 Sprint Parkway rn w �OpO Overland Park,KS 66251 w EXISTING SPRINT ANTENNAS J�lq (TYP. OF 2 PER SECTOR, 0'y9 " TOTAL OF 6) TO BE REMOVED CROWN u NEW SPRINT PANEL ANTENNA AIX EXISTING 107'-6" ON EXISTING MOUNT(TYP.OF CASTLE E MONOPOLE 2 PER SECTOR,TOTAL OF 6). cc S � NEW SPRINT RRH ON NEW 7norrounaneo"r"�"wwlo:awo,la MOUNT(TYP.OF 4 PER 3 4 O SECTOR,TOTAL OF 12) A� A-3 z EXISTING 107'-6" z MONOPOLE 5 6 7 A3 A� AJ In PROpO FRENCH&PARRELLO SFCT R 7j<pyq ASSOCIATES O" 18M Rmft 34.Su6e 101 A Wat New Jersey 07719 FX/S w7323129800 P7323129W SFc o�c eFr SEAL _1c-_of NE(/v j ' GrAVI o r S NEW SPRINT LOW PROFILE Q$ Z PLATFORM SITE PR01 PART# A MC-PAI2L-B WITH HAND RAIL KIT ��"o PETER DATE SITE PR01 PART#MT-195-72 O `V NEW YORK PftOFE550uwuc No 079612 REVISIONS REV DATE REVISION DESCRIPTION 0 O7/17/19 ISSUED FOR REVIEW 1 02/22/18 ISSUED AS FINAL EXISTING ANTENNA CONFIGURATION 2 FINAL ANTENNA CONFIGURATION A-3 SCALE: 1/2" = 1'-0" A-3 SCALE: 1/2" = V-0" GRAPHIC SCALE GRAPHIC SCALE 2 0 1 2 4 B z o 1 2 a a (IN FEET) (IN FEET) " 1/2 INCH- 1 FOOT 1/2 INCH 1 FOOT MIN 26'DIA.SCHEDULE 40 GALVANIZED MOUNTING PROPOSED RRU MOUNTING KIT - "-�. NOTES* PIPE _ .�„ ��„ (SPR13MW0271A10R APPROVED EQUAL) -+WIDTH-t -- I----f-DEPTH DEPTH}- �WIDTH� r4 Sys:„'`"'"• THIS DOCUMENT HAS BEEN PREPARED FOR A PROPOSEDANTENNA PROPOSED25GHZRRU e ON NY OTHER FORM24"A 36"FORMAT DO AT SCALE IF PLOTTED MOUNTING BRACKET A-3 c - (TYP) o a IF THIS DOCUMENT DOES NOT CONTAIN THE PROPOSED CABLES FROM o _ RAISED SEA OF THE UNDERSIGNED BREAKOUT CYLINDER TO RRU'S o PROFESSIONAL,IT IS NOT A VALID DOCUMENT o AND NO LIABILITY IS ASSUMED FOR THE PROPOSED SST STANDARD o - INFORMATION SHOWN HEREON HANGER PER MANUFACTURERS SPECIFICATION e - . THESE DOCUMENTS ARE CONFIDENTIAL AND NOTES ARE THE SOLE PROPERTY OF SPRINT AND _ TX CONFIG.2x50 MAY NOT BE REPRODUCED,DISSEMINATED PROPOSED BREAKOUT CYLINDER o WEIGHT'60 LBS OR REDISTRIBUTED WITHOUT THE EXPRESS w o VOLUIME 49 LITERS WRITTEN CONSENT OF SPRINT PROPOSED RISER CABLE J o DIMENSIONS HXWXD 19 WIA12 9"x10.7" 6 800 MHZ 2x50W RRH DETAIL A-3 NOT TO SCALE MATTITUCK SIDE VIEW FRONT VIEW-.-.�, NY33XC688 "9 PROPOSED 2 5MHZ `~ 1 ANTENNA 1= "�1'r ,, g • ELIJAH S LANE +�d A-3 NOTE MATTITUCK NY 11952 e COMPLY WITH MANUFACTURERS INSTRUCTIONS R " s 7 TLENSURE THAT ALL WITHIN RECEIVE ELECTRICAL POWER WITHIN 24 HOURS OF BEING O SUFFOLK COUNTY FROM VIEW SIDE VIEW REMOVED FROM THE MANUFACTURER'S 6 PACKAGING DO NOT OPEN RRU PACKAGES M PROPOSED 800 MHZ RRU A-3 THE RAIN ANTENNA MODEL DIMENSIONAL DETAILS BOTTOM V1 1rt ANTENNA AND RRU PROPOSED IQ" MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT "` j CONFIGURATION AND HARDLINE COAX JUMPER FROM FILTER _ RRU MODEL DIMENSIONAL DETAILS TO ANTENNA DT485&2XR COMMSCOPE 82" 718" 138" 68 NOTE MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT DETAILS PROPOSED RRU SHALL BE MOUNTED BEHIND PROPOSED RET CABLE ANTENNA MODEL DIMENSIONAL DETAILS - PROPOSED ANTENNA WHENEVER POSSIBLE IF TD-RRH8x20-25 ALU 8 7' 281' 1S 8" 70 LBS THERE IS NOT ENOUGH ROOM TO MOUNT DATE SCALE: PROPOSED RRU BEHIND PROPOSED ANTENNA, MODEL MANUFACTURER DEPTH LENGTH WIDTH�2LB.T NOTES 01/04/2018 TX CONFIG.4x45 AS NOTED THEN PROPOSED RRU SHALL BE MOUNTED ON CLOSEST AVAILABLE MOUNTING PIPE APXVSPPI8-C-A20 RFS 7 9' 72 0" 11 B" WEIGHT.44 09 LBS DRAWN BY SHEET#' VOLUME 49 LITERS DC. DIMENSIONS HxWxD 21 65"x12 99"x6 89" 3 4 2.5 ANTENNA DETAIL s 2.5 RRU DETAIL 7 CHECKED BY. �L ANTENNA AND RRU MOUNTING DETAIL 1900 MHZ 4x45W-65 RRH PJT A-3 A-3 NOT TO SCALE A-3 NOT TO SCALE A-3 NOT TO SCALE A-3 NOT TO SCALE PROJECT# 2438 1303 Sprint ,v 6580 Sprint Parkway Overland Park,KS 66251 -ccCROWN CASTLE, The F.MMI mrole W.I.,W.N. FP^m FRENCH&PARRELLO ASSOCIATES 190D RkR1te aa,ease tot•V"Now.leraey W718 0 732 812 9800 P732912SSW SEAL pF NEw y, `D Q � J. r � Il ANTENNA INFORMATION AND BILL OF MATERIALS w ITEM SECTOR DESCRIPTION QTY DIMENSIONS PART/MODEL# AZIMUTH RAD CENTER 1 2.5GHzANTENNA I 71.9"x13.8"x8 2" COMMSCOPE DT465B-2XR 320" 108'-U, A 96 2 2 2.5GHzANTENNA 1 72.0"x11.8"x7.9" RFS APXVSPPI8-C-A20 320' 108'-0" PETER J. DATE 3 ALPHA 2.5 GHz RRH 1 25.4"x17.5"x5.7" TD-RRH8x20-25 N/A N/A NEW YORK PROFESSIO UC NO 079612 4 1900MHz RRH 1 25.1"x11.1"x11:4" 1900MHz RRH,(65W) N/A N/A REVISIONS 5 800 MHz RRH 2 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A REV DATE REVISION DESCRIPTION 0 01/17/fS ISSUED FOR REVIEW 6 2.5GHzANTENNA 1 71. 1 02/22/18 ISSUED AS FINAL 9"x13.8"x8.2" COMMSCOPE 110" 108'-0" � 7 2.5GHzANTENNA 1 72.0"x11.8"x7.9" RFS APXVSPPI8-C-A20 110' 108'-0" 8 BETA 2 5 GHz RRH 1 25.4"x17.5"x5.7" TD-RRHBx20-25 N/A N/A 9 1900 MHz RRH 1 25.1"x11.1"x11.4" 1900MHz RRH(65W) N/A N/A 10 800 MHz RRH 2 19.7';x13.0"x10.8" 800MHz 2X50W RRH N/A N/A 11 2.5GHzANTENNA 1 73-9"x13.8"x8.2" COMMSCOPE DT4658-2XR 210' 108'-U, 12 2.5GHzANTENNA 1 72.0"x11.8"x7.9" RFS APXVSPPI8-C-A20 210' 108'-0" 13 GAMMA 2.5 GHz RRH 1 25.4"x17.5"x5.7" TD-RkH8x20-25 N/A N/A NOTES 14 1900 MHz RRH 1 25.1"x11.1"x1L4" 1900MHz RRH(65W) N/A N/A THIS DOCUMENT HAS BEEN PREPARED FOR A 24"x 36"FORMAT DO NOT SCALE IF PLOTTED 15 800 MHz RRH 2 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE 16 FIBER LINE 4 158' HB114-1-0813U4-M5J RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT MATTITUCK NY33XC688 ELIJAH'S LANE MATTITUCK, NY 11952 SUFFOLK COUNTY CABINET DETAILS AND ANTENNA SCHEDULE DATE SCALE 01/04/2018 AS NOTED DRAWN BY SHEET# Dc CHECKED BY PJT A-4 PROJECT# 24381303 b KMW 16 Part Nokia-A RRH 800.1900,and 2500(Scenario 124.131,and 631 with 2.5) Al Sprint Alcatel-Lucent 3/10: V5 2014 0 Alcatel-Lucent 3/1 012 01 4 V60 kk i 6580 Sprint Parkway '1 TxRx1 f T2iRx2.TxRx3 TxRz4 TxRx6 LLTxRxB' TXRX- TxRxB 1 f;v Overland Park,KS 66251 CROWN CASTLE - __ "i The F011401en rot a Wheless Wodd e are not in In numerical oiler.Re7er to the specific - F'. ._plumbing diagram brtnstallaUcn_older.:.•-^- t, 1 f_emnw, C ,.; _ -acaa•.odr a.olnee.� =r.^.`, _ IF! _ _ _ ,, CALIBRATION;�,DC- I-• i I? ; 'Refer cemrcoae dayml .c_ - - JUMPERS CABLE I Power,- — (a I � vJillC Renwnan - - Y,Ik',�..�,' 4 - t- Tx TxRx4 TxRx6 TxRx6 TxRx7 TxRxO wanu caerraa, - „gym TxRxl TxRxz 'II it i II !I FRENCH&PARRELLO '" ";, - uRb. :•y;.d''; '.i, ! A __ ASSOCIATES - - c"e""d"",i. `8 4 6+-2 .7 3,t5 1= _ - '� I I eronRxs'; °fp0.0 i 0.7328129800 I.7323129901 18UORatae34talllte1lT1 We1Nta9Jereay0T719 v n R i {�I�I 1 SEAL .1 s,mte w" I , 1 p �p7 j I ��OF NEby 4. J -~r Iyq 18 11j +�� tll ! J r� _ RF Jumpers are not Installed in numerical order.Rarer tothespeclfic ! �f�' I� �I I emRxx xIe--1 lawns.,lmmml_ cb, J- ! (; plumbing diagram for installation order l ,j t I I 1 I I 4 T e Q e �- - - �, � Y �,r+ RRu e�/xmowe.coa, I 4.,.:�� d. - - - ry,1 RF CALIBRATION DC JUMPERS CABLE Power �" I ■' E`i°?\ TxRx1 TxRx2 T%Rx3 TxRx4 TXRx6 TxRxB TxRx7 TXRx8 c f v I I I L —_•— - �C (ea�V' �+_J ✓ "'' '' Qr�as, + I (I I I} p .Use NoPJ,-A CPR'11,11 4 01,S—AforCoRnemons I I PETER J $f��J DATE -`N �1� NEW TORK PROFESSIO - LIC NO 079612 i a L. -_._._-—.— — — REVISIONS "1 REV DATE REVISION DESCRIPTION Rnx lswtTe/mmA DC / - Jumpers are not installed In numerical order Rererto the specific - ® m� 6 -'^2 lk- 4, l Plumbing diagram for Installation order. _ _� l ' nRxeoomru ® © ... e o ot/t7/te rs5um FOR REVIEW m� ilk P Y y RRxamt x [7 m 1 02/22/18 ISsum As nNAL _.._-_..-...JUMPERS RIF CALIBRATION ON-Power t d,Not to Scale R, to Distri ution Box Fiber C--on sec ivit i TS to Distn ution Box ib'eWonnectivi v Alcatel-Lucent 3/102014 V50 t I, Aleate}Lucent 3/10/2014 T. b eCCM2-H'R CPRI Block Connections for Scenario 124,131,and 631 with 2.5 Each Sector Is Equipped with: Two 800 RRH ' '��='"`•— a e+ > n E One 1900 RRHs NOTES' ja One2500RRH THISDOCUMENTHASBEECALEPARED IFPLOT OR A EDi: I 24'k 36"FORMAT DO NOT SCALE IF PLOTTED a 11�� Oao o ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE y f RAISED SEA OF THE UNDERSIGNED s s n s re - PROFESSIONAL,IT IS NOT A VALID DOCUMENT ul -m+ ' �I�J Ly�I r 1 AND NO LIABILITY IS ASSUMED FOR THE I I I I 12 11 1 8"o] 'Y 4 3 � N Sector Number \ 1 ;.q Frequency/Radio INFORMATION SHOWN HEREON ®istr-ibuti®n fox"Fiber Panel`: N bNdEaSleNeN t Fi ervauwbleN tuber Upper Block -- THESE DOCUMENTS ARE CONFIDENTIAL AND q\ \ ARE THE SOLE PROPERTY OF SPRINT AND -o ,' SW BETA SNV ALPHA 1 MAY NOT BE REPRODUCED,DISSEMINATED -x'h `'~. OR REDISTRIBUTED WITHOUT THE EXPRESS '� 12 ti to s 8 7 6 s 4 3' 2- i xe*a. Sector 2/Hybrld Cagle 5/2508 RRH-1(WRI] I WRITTEN CONSENT OF SPRINT �:9 0, a, A 4- 0 P O o 0 _ S.".r Voybdd Cable 411500 RRH-1/CPRI1 -M � Sector 3/Hybrld[able 8/25W PIiH-1/CPRI-1 - ';;-✓Si0- - - _0. ^ "i� r i � ,� t-Y HF21 F5 HF21 F3 HF21 F1 HF11 FS HF11'F3 HF11F1 x•r.u. Sector l/HybHd Cable4/2500 RRH-1/CPRI-2 .=�' *m ` ¢ - 1 +� 2.5 B 2.SA SecCarl/HybddCable4/2500RPH-1/CPRI3 MATTITUCK Sector2/Hybrld Cable 5/25DORRH-](CPRI-1 24 23 22 21, 20 19 18 1Y 16 15 14 73 5ector2/HybddGbleS/)So0RRH3/[PRL3 NY33XC688 MPO d P o U O o O O, o Sector3lHybrld Cagle 6/2500 RRN-3/CPRI2 Connectors . ® � ® Sector d/Hybrid Cable 6/25o0 RAH-]/CPRI-3 S - 26 2.1 HF21 F4 HF21 F2 26y7•, HF71 F,4 HF71 F2 "e 11 1 8!7 ELIJAH S LANE ..o 2.5 G 2.68 2.5 A SNV GAMMA MATTITUCK, NY 11952 ' '` . �i ,rt• BRX1cr70E.IUD Lower Block i IIF e,a� ,, lbeNGR �, SUFFOLK COUNTY 0.' O ^ ^', L ammatNN U3 BFiber,CP 100 - ^ AI he S are ,N Fiber/CPRI 1 12,11 t0 9 8 7 6 5 4 3 2 1 Irewe a. � *� � 2 1 2 9 1 16 vu 15 1 a13 I P P D O P P xwo nl resew 1 x Gamma S ere FlberlCPRl3 2b 3-2 2S3Q 26 1'-2 HF31 F5 NF31 F3 HF31 F1 11e ' o rdc« •� I 25 rwa 'rd., �- ANTENNA PLUMBING co 24 23 22 '21 20 19 .18 17 16 15 14 13, , xTaa.1 DIAGRAM f.N � .�� _ _ � � +�:�x� - ® P o fl •1 rd.. Not to Scale 0 53 .6-23 61.3 21534 HF31 F4 HF37 F2 °m DATE SCALE ^`_ .•.'-. - smc or,wac ooe,wr ewnm xa -See BTS t0 Distribution Box Image depicts right side ofthe fiber bulkhead 01/04/2018 AS NOTED Fiber Connectivity N ry a, Leftsitle connections will use the me position designations DRAWN BY. SHEET# III,..,...�...�,...�.._.._...._.._ u- ......._ D C -=' _--,, CHECKED BY NOTE TERMINATE ALL USED/UN-USED FIBER PAIRS ON THE LC DUPLEX ADAPTER PLATES P J T p A—5 PROJECT# 24381303 t o Istn u Iona oXI ower onnecrivl _ ,,d'fun, '.rintSRRH to�Distribution Box Dower Connectivyit O",fii",0' ;` ;: • I, Alcatel-Luceltt 311=014 VSO j - - -- - - - - - - - - 1 Alcatel-Lucent 3/10/2014 V5.0 Sprint Zb4.'.Je,: l ' t` 'fi. �i`', 6580 Sprint Parkway , - Overland Park,KS 66251 t ./alpha Be�fa Gamma I Alpha CROWN eoo MHz-. —. j 0cc Alpha:3 t '' —� _.;��- - �— 1 . `� - CASTLE Existing SNV ..5 3 TWa Fountlntlan fora Wkoleae Worltl • • : .• 4 - - \ 1wer 900 MHz 1 � 5 IRTN ; , o o FRENCH&PARRELLO ,u +, Beta; ` ASSOCIATES y' 2 ¢ 8004MHz-, m 0 ? 1600Roum34.b1dte 107•Wd NewJarea�OT/18 Q. _ - _ O - _ tr7323129800 F7323129901 _1 g W Butt Splice -� _:.m �',19`BttV6tz_ `. �' - SEAL F ME . (8 or 6 AWG) ` ; _ - • • 1+ �(�G O .V yO CDlor - �P J. A .p f% Mechanical - - - 1 Codes Beta`, ' •WG Power Cl �� R r Splice 10C Q (4 AWG) 101111 U) LU r { xI Gamma, _ tP m z QS„TutT 80o MHz r 1 9612 C�, - - r T - A `''+�.• 8; DATE PETER J. �� y 1900 MHz. • • 10 1�� "-- NEW YORN PROFESAO C NO 078612 a ' ' • 11 REVISIONS GammaSOON Gamma 19W MHz - '" "�^ � 12 REV. DATE REVISION DESCRIPTION C r 0 01/17/18 ISSUED FOR REVIEW 9 _ NOTE All t I U.less Na0 e , ,I �.r 1 02/22/16 ISSUED AS MAL S 200 feelwl5 use erJsnng - ,-, See BTS t0 Distribution Box - - s NrlNetworkVlsWn wer t Power Connectivity ...-_,_.._..........,..s__y ...a.,....,.s", ...,. ,..,...�.,.-,.mow. ,cs.... .._.yw�..._...W.L NOTE 1 DC POWER CONNECTIVITY 1 CIRCUIT BREAKERS WITHIN THE SPRINT FIBER DISTRIBUTION BOX ARE 25 AMP. 2 DC SERVICE LOOP SHALL BE UTILIZED. \,E-1,J NOT TO SCALE 3.ALL UNUSED DC FEEDERS TO BE TERMINATED WITH WIRE NUTS AND TAPED. 4.WHEN COMPLETE,REMOVE ALL DEBRIS FROM INTERIOR OF DISTRIBUTION BOX. NOTES THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING EXISTING EXISTING RRU 2.5 RRU 25 RRU 2.5 ON IF PLOTTED (9)TOTAL EXIS77NG RRU RRU RRU 3 FORMAT DON 7 ALE (3)SHOWN FOR CLARRY ON ANYY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE ExisnNc ac DC CONDUCTORS RAISED SEA OF THE UNDERSIGNED CONDUCTORS (SEE CHART BELOW) PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. THESE DOCUMENTS ARE CONFIDENTIAL AND saD sP0 sPD sPD saD sPD SURGE ARRESTERS INSIDE ARE THE SOLE PROPERTY OF SPRINT AND FIBER DISTRIBUTION BOX MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. EXISANG DC DC CONDUCTORS CONDUCTORS (SEE CHART BELOW) C5A C!5 C- C�^ C^ CM MATTITucK 1 1 NY33XC688 ELIJAH'S LANE DC CONDUCTOR SIZE CHART MATTITUCK, NY 11952 CABLE RUN<20V 9 AWG POWER CABLE RUN 200'TO 325' a AWG POWER SUFFOLK COUNTY CABLE RUN>325' 4 AWO POWER ELECTRICAL ONE-LINE 2 DC ONE LINE DIAGRAM DIAGRAM AND DETAILS E-1 NOT TO SCALE DATE' SCALE 01/04/2018 AS NOTED DRAWN BY SHEET#. D C. CHECKED BY' P.J T E-1 PROJECT# 24381303 GROUNDING NOTES: GROUND KIT PROPOSED SPRINT 2 5 RRU PROPOSED SPRINT 25 1. THE CONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING Sprint ■ ON PIPE MOUNT(TYP EACH ANTENNA ON PIPE SYSTEM AND LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR CAD WELD SECTOR) MOUNT(TYP EACH STRICT COMPLIANCE WITH THE NEC(AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL, • ,v COMPRESSION CONNECTION SECTOR) 'LPI,OR NFPA)LIGHTING PROTECTION CODE,AND GENERAL COMPLIANCE WITH PROPOSED#8AWG FROM RRU TO TO RRU 6580 Sprint Parkway • MECHANICAL CONNECTION EXISTING SECTOR GROUND BAR(EACH TELCORDIA AND 7'IA GROUNDING STANDARDS.THE CONTRACTOR SHALL REPORT ANY )d BOND TO TOWER RRU OR OTHER INDIVIDUAL COMPONENT t VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. Overland Park,KS 66251 SHALL BE GROUNDED VIA INDIVIDUAL LEAD) I HYBRID CABLE 2, ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO, LIGHTNING PROTECTION,AND AC POWER GES'S)SHALL BE BONDED TOGETHER,AT OR CROWN NOTE L, BELOW GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE EXISTING DIAGRAM SHOWN FOR I PROPOSED#S AWG HYBRID CABLE WITH THE NEC. CASTLE SCHEMATIC PURPOSES ONLY IF PROPOSED BREAKOUT FROM ANTENNA B RRU GROUNDING EXISTING GROUNDING DIFFERS CYLINDER L_ PIPE MOUNTS TO CLAMP KIT 3. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH cc FROM WHAT IS DEPICTED,FOLLOW __ U EXISTING SECTOR i TESTING(PER IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS.THE meFe"wa0on lm"wl�Ie:9 w"Ae,EXISTING GROUNDING PATH PROPOSED HYBRID GROUND BAR(TYP EACH CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS CABLE GROUND KIT SECTOR)(n,P) NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. NOTE EX/SDNG SECTOR PROPOSED HYBRID C�7UND B4R(7YP. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND ALL GROUND WIRES ENTERING CABLE EACN MWOR) #S INSULATED COPPER CONDUCTOR, STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZEDINGROUND SHALL BE IN PVC SLEEVE EX/SNNG f7BER GROUNDING CONDUCTOR ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER✓NNCADN BOX PROPOSED#6NAG CIRCUITS TO BITS EQUIPMENT. FROM BREAKOUT -N 8 PAR14ELLO CYLINDER TO EXISTING �TO GROUND 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND ASSOCIATES SECTOR GROUND BAR BAR WITH#2 TIN GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. IBM Rmum34,Suke 101•Wall.NewJ■_ 07719 w 7393129800 N 732312 9801 EXISTING TO EQUIPMENT 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW 9927 CABINET CABINET GRADE. SEAL P�oF NEwEXISTING �OBATTE ,A ' CABINETRY ——————1 7. APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR PASTE)SHALL BE USED 2 HYBRID CABLE GROUNDING DETAIL ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. Q ,L I E-2 NOT TO SCALE 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. EX/9RNG 6WUA'D 8. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND BAR AT B4SE DE SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. I I I NG GWOU EOU/P.I/EM 7t7WER N ht7UN0 BaR I 10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY EX/SANG CONNEOMV CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE A DATE BEIW£EN EOU/PNEM DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT PETER J S6 I I I AND �NC NEW YORK PROFESSIO d 11C NO 079612 — CLAMPS. 11. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION REVISIONS SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING REV DATE REVISION DESCRIPTION AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR 0 01/17/18 ISSUED FOR RENEW SLEEVES THROUGH WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC 1 02/22/18 ISSUED AS FINAL MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) EMANC ED!//PMEA? a/SBNO 7a11ER THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. AROUND R/NG GROUND R/NC 1 GROUNDING RISER DIAGRAM 12. ALL GROUNDING SHALL COMPLY WITH THE MOST-RECENT REQUIREMENTS OF NEC ARTICLES 260 AND 810. E-2 NOT TO SCALE 13. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 14. IF USED EXTERIOR GROUNDING RING SHALL BE BURIED TO MINIMUM DEPTH OF V-6" BELOW FINISH GRADE TO TOP.ELECTRIC METER GROUND EXCEPTED. NOTES THIS DOCUMENT HAS BEEN PREPARED FOR A 16. UNLESS OTHERWISE NOTED,GROUNDING CONDUCTORS SHALL BE, 24"x 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT A. BETWEEN EXTERIOR ITEMS&BARS:#2 SOLID,TINNED,COPPER IF THIS DOCUMENT DOES NOT CONTAIN THE B. BETWEEN ANTENNA GROUND KITS&BARS:02 GREEN STRANDED RAISED SEA OF THE UNDERSIGNED INSPECTION WINDOW PROFESSIONAL,IT IS NOT AVALID DOCUMENT REQUIRED FOR ALL INTERIOR 16. GROUNDING CONDUCTORS LARGER THAN#6 SHALL HAVE A MINIMUM BENDING RADIUS AND NO LIABILITY IS ASSUMED FOR THE TWO-HOLE CONNECTORS OF 12"GROUNDING CONDUCTORS#6 AND SMALLER SHALL HAVE A MINIMUM BENDING INFORMATION SHOWN HEREON GROUND TO BASE CABINETS,REMOTE BUTT CONDUCTOR RADIUS OF 8". THESE DOCUMENTS ARE CONFIDENTIAL AND RADIO HEADS CABLE GROUND KITS,ETC. EXTERNAL TOOTHED INSULATION UP AGAINST ARE THE SOLE PROPERTY OF SPRINT AND 1/4"TIN PLATED THE CONNECTOR BARREL 17, GROUND SYSTEM SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR MAY NOT BE REPRODUCED,DISSEMINATED D COPPER GROUND 3/8'Ox1 1/2' LESS. SUBMIT AN INDEPENDENT FALL OF POTENTIAL TEST REPORT. OR REDISTRIBUTED WITHOUT THE EXPRESS BAR FURNISHED BY TWO HOLE SPADE,TO S/S NUT COLD SHRINK OR WRITTEN CONSENT OF SPRINT COMPANY BE USED TO CONNECT APPROVED EQUAL on TO GROUND BAR 18. NOTIFY SPRINT PROJECT MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING SIB LOCK GROUNDING SYSTEM DUE TO SITE SOILIRESISTANCE CONDITIONS. WASHER MATTITUCK 0 � (D � 1" MIN 19. ALL CONNECTIONS EXTERIOR TO BTS EQUIPMENT CABINETS SHALL BE CADWELDED ALL O (D (D O (D (D O O 0 0 00 S/S FLAT INTERIOR CONNECTIONS SHALL BE EITHER CADWELDED OR HEXAGONAL COMPRESSION NY33XC688 WASHER CRIMP,UNLESS OTHERWISE NOTED.ALL MECHANICAL CONNECTIONS UTILMNG BOLTS ( O SHALL BE MADE WITH TWO HOLE,LONG BARREL LUGS AND STAINLESS STEEL ELIJAH'S LANE LABEL HARDWARE.APPLY ANTI.OXIDANT AT ALL MECHANICAL CONNECTIONS. BOND TO BURIED INSTALL2ND LEAD TO APPLY NO.OX 20. THE FOLLOWING LIST SHALL BE CONNECTED TO THE NEW GROUNDING SYSTEM(WHERE MATTITUCK, NY 11952 GROUND RING,To BURIED GROUND RING 1 4" MIN APPLICABLE 8 WITHOUT LIMITATION): SUFFOLK COUNTY OR EQUIPMENT AT TOWER BOTTOM GROUND BAR GROUND BAR S/S FLAT GROUND BAR COLD SHRINK OR A. ALL EQUIPMENT CABINETS NOTES WASHER APPROVED EQUAL B. EXTERIOR CABLE TRAY SYSTEM GROUNDING DETAILS AND 1.APPLY NO-OX TO LUG AND BAR CONTACT SURFACE.DO TINNED COPPER NOT COAT INLINE LUG. GROUNDING BAR C. EQUIPMENT SUPPORT FRAME NOTES 2.IF STOLEN GROUND BARS ARE ENCOUNTERED,CONTACT S/S BOLT(1 OF 2) D. ANTENNA TRANSMISSION CABLES.(2 LOCATIONS EACH) SPRINT CM FOR REPLACEMENT THREADED ROD KIT, E. ANTENNA SUPPORTS DATE SCALE. 01/04/2018 AS NOTED 3 GROUNDING CONDUCTOR TO GROUNDING BAR 4 EXTERNAL EQUIPMENT GROUNDING CONNECTION F. PPC CABINET DRAWN BY SHEET# E-2 NOT TO SCALE E-2 NOT TO SCALE G. DC DISTRIBUTION BOX D C CHECKED BY 21. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN P T �_A ACCORDANCE WITH NEC ARTICLE 820-40(a)S.PROVIDE GROUND JUMPER FROM BONDING 1/ BUSHING TO NEAREST BAR USING#2 WIRE AND OZ GEDNEY TYPE HBLG BUSHINGS. PROJECT# 24381303 CONSTRUCTION SET Sprint® PROJECT: 2.5 REWORK 6580 Sprint Parkway Overland Park,KS 66251 SITE NAME: MATTITUCK 9 ff CROWN ® CASTLE • maroo-o-mswo-ro,ow m::wo,1a SITE CASCADE: NY33XC688 CROWN BUN: 843211 / ORDER 414128 FRENCH&PARRELLo ASSOCIATES 1800 RLwOe 34,91is 101•Wall.New Jersey 07718 IMP 312.9800*732312 9B01 TM SITE ADDRESS: ELIJAH'S LANE SEA` °F_NEW ro MATTITUCK, NY 11952 CO Q �R J.r1Aq � SITE TYPE: 107'-6" MONOPOLE A 796 2 �!i PETER J �Q DATE NEW YORK PROFES510 LIC.NO.079612 SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING SCHEDULE REVISIONS t - REV. DATE REVISION DESCRIPTION DWG# DRAWING TITLE 0 01/17/19 1SSUM FOR RENEW APPLICANT * A`i • THIS IS A MODIFICATION TO AN EXISTING UNMANNED -.�.. I 02/22/1e IMM AS FMAL SPRINT VISION TELECOMMUNICATIONS FACILITY T-1 TITTLE SHEET 6580 SPRINT PARKWAY NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS SITE SPA CONSTRUCTION SPECIFICATIONS OVERLAND PARK,KS 66251 SP-2 CONSTRUCTION SPECIFICATIONS • NO WASTE WATER WILL BE GENERATED AT THIS LOCATION PROPERTY OWNER: A-1 COMPOUND PLAN AND NOTES �, }� • APPLICANTS MAINTENANCE CREW(TYPICALLY ON PERSON)WILL MAKE CROWN ATLANTIC COMPANY LLC AN AVERAGE OF ONE TRIP PER MONTH A-2 ELEVATIONS 660 PINETOWN ROAD,SUITE 316 FORT WASHINGTON,PA 19034 A-3 ANTENNA AND RRU CONFIGURATION AND DETAILS TOWER OWNER: '_ SCOPE OF WORK A-4 CABINET DETAILS AND ANTENNA SCHEDULE CROWN ATLANTIC COMPANY LLC x f1 SITE A-5 ANTENNA PLUMBING DIAGRAM NOTES CROWN WNPIN ATLANTIC ROAD,SU16 ITE LL PROJECT CONSISTS OF REMOVING(6)EXISTING ANTENNAS, E-1 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS THIS DOCUMENT HAS BEEN PREPARED FOR A FORT WASHINGTON,PA 19034 f AND(6)EXISTING COAX CABLES,AND INSTALLING(6) E-2 GROUNDING DETAILS AND NOTES 24"A 36"FORMAT DO NOT SCALE IF PLOTTED PROPOSED ANTENNAS,(12)PROPOSED RRH'S,AND(4) ON ANY OTHER FORMAT PROPOSED HYBRID CABLES TO THE EXISTING WIRELESS LATITUDE(NAD83): TELECOMMUNICATIONS FACILITY. IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED N 40°59'67.79°(NAD83) PROFESSIONAL,IT IS NOT A VALID DOCUMENT S„g AND NO LIABILITY IS ASSUMED FOR THE LONGITUDE(NAD83): sq' INFORMATION SHOWN HEREON. ,.T THESE DOCUMENTS ARE CONFIDENTIAL AND W-72°30'40.17°(NAD83) ARE THE SOLE PROPERTY AND MAY NOT BE REPRODUCED,OFDISSEMINATEDPRINT COUNTY: OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT SUFFOLK COUNTY LOCATION MAP APPLICABLE CODES DIRECTIONS ZONING JURISDICTION: ¢ START:3329 STREET RD,BENSALEM,PA 19020 MATTITUCK 1. HEADSOUTHEAST. HAMLET OF MATTITUCK C ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN 2. TURN RIGHT TOWARD PA-132 W. NY3.7XC68S ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS 3. SLIGHT RIGHT TOWARD PA-132 W ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE 4. TURN RIGHT ONTO PA-132 W. PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE 6. USE THE RIGHT LANE TO TAKE THE RAMP TO 1.276 E. ELIJAH'S LANE MERGE ONTO 1-276 E. CODES. 7. USE THE LEFT 2 LANES TO TAKE THE NORTH EXIT. 8. KEEP LEFT AT THE FORK,AND MERGE ONTO NJ TPKE. MATTITUCK, NY 11952 - - 1 CONTINUE ONTO I.INTERSTATE SUFFOLK COUNTY 1.INTERNATIONAL BUILDING CODE,2015 EDITION 11. TAKE EXIT A FOR INTERSTATE 278 TOWARD 1-278 E/VERRA TI1ALs BR/VERRA LS B BR. a• c, 11. KEEP LEFTS ONTO FORK,FOLLOW SIGNS FOR I.276 ENERRAZANO BR/GOETHALS BRIDGE 2.INTERNATIONAL MECHANICAL CODE,2016 EDITION ♦ "" '� ` .u•o-.�Q - wNFj AND MERGE ONTO 1.276 E. .2 3.ANSI EIA/TIA-222 STRUCTURAL STANDARD 12. KEEP LEFT TO STAY ON 1.276 E. *ITEo 4.NFPA 780-LIGHTNING PROTECTION CODE 13. KEEP LEFT TO STAY ON 1.278 E,FOLLOW SIGNS FOR FINGERBOARD RD/LILY POND AVE. 6.UNIFORM PLUMBING CODE 14. USE THE LEFT LANE TO TAKE THE EXITTOWARD BELT PARKWAY E/KENNEDY AIRPORT. Sq` Q �__ - S.NATIONAL ELECTRICAL CODE 16. MERGE ONTO BELT PKWY. SOUTHERN TITLE SHEET a �' 16. USE THE LEFT 2 LANES TO TAKE EXIT 26A FOR SOERN STATE PKWY TOWARD •-m--.4 = EASTERN U. 17. CONTINUE ONTO SOUTHER STATE PKWY. 18. KEEP RIGHT TO STAY ON SOUTHERN STATE PKWY. -.6 - _•Mww•' `1 "il -' " - 19. TAKE EXIT 44E TOWARD MONTAUKWY•27E 20. MERGE ONTO SUNRISE HWY SOUTH SERVICE RD. DATE SCALE •""' - 21. USE THE LEFT LANE TO TAKE THE 27 E RAMP TO MONTAUK. 01/04/2018 AS NOTED 1 22 MERGE ONTO NY-27 E. 1 DRAWN BY SHEET# ( 23. TAKE EXIT 63N FOR OLD RIVERHEAD ROAD TOWARD RIVERHEAD. _ i - is 24. MERGE ONTO OLD RIVERHEAD RD.25. AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO OUOGUE RIVERHEAD RD. CHECKED BY 26. KEEP RIGHT TO CONTINUE ON CROSS RIVER DR. Know WhePS below. 27. TURN RIGHT ONTO MAIN RD. F J T T-1 y\j t ` �'�-•�"'�""-- Call before OU dig. 28. TURN LEFT. ' �'j:,9 i j• '� .. 5� � - -` y com 8 29. DESTINATION WILL BE ON THE LEFT. PROJECT# www cc11811 '"'�°'�.�--.- t.w~€h • ;� +��• � t` g `�.+";"w ELIJAH'S LANE,MATTITUCK,NY 11952 2438 1303 SECTION 01 100-SCOPE OF WORK 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK REMOTE ELECTRICAL TILT(RET)CABLES:A/E TO IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF Sprint THE WORK' TESTING MISCELLANEOUS: SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS,LATEST EDITION,AND INSTALL SPLITTERS,COMBINERS,FILTERS PER RF DATA SHEET,FURNISHED BY SPRINT. )e PORTIONS THEREOF. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. 6580 Sprint Parkway ANTENNA INSTALLATION: Overland Park,KS 66251 PRECEDENCE: C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES,BUT IS NOT LIMITED TO THE FOLLOWING; THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR INSTRUCTIONS SUPPLIED BY THE MANUFACTURER.ANTENNA HEIGHT,AZIMUTH,AND FEED WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. CONSTRUCTION DRAWINGS,INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE *40% CROWN PRECEDENCE. 1. AZIMUTH,DOWNTILT,AGL FROM SUNSIGHT INSTRUMENTS-ANTENNA ALIGNMENT TOOL A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE (AAT) BOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN CASTLE SITE FAMILIARITY: 1 DEGREE. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT 2. SWEEP AND FIBER TESTS DOCUMENTS,FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED TlwFuuM,11^^ro°w°°1�swo,a 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED ON THE DRAWINGS. ON-SITE SUPERVISION: EQUIPMENT THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR HYBRID CABLE INSTALLATION: CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES IN ACCORDANCE 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION A. THE CONTRACTOR SHALL ROUTE,TEST,AND INSTALL ALL CABLES AS INDICATED ON THE ,n� WITH THE CONTRACT DOCUMENTS. CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S /t S. PDF SCAN OF REDLINES PRODUCED IN FIELD f � RECOMMENDATIONS. FP DRAWINGS,SPECIFICATIONS AND DETAILS REQUIRED AT FULL SITE: 6. A POP SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS-BUILT DRAWING PRENCH SI PARRELLO THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS PRODUCTION B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S ASSOCIATES AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. SPECIFICATIONS FOR BENDING RADII. 180D Flouts 34,&Ike 101•Wall.New Jenegr07718 A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.PROVIDE ALL MATERIALS AND LABOR AS 7. LIEN WAIVERS C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND kr7328129800 F7823128801 _ REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM.MODIFICATIONS MAY BE 6. FINAL PAYMENT APPLICATION INSTALLATION. SEAL. OF NEw REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE (� r INCLUDED AS PART OF THE WORK. S. REQUIRED FINAL CONSTRUCTION PHOTOS 1. FASTENING MAIN HYBRID CABLES:ALL CABLES SHALL BE INSTALLED INSIDE MONOPOLE WITH �P ER J TA 0.� CABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER. C) B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS Q TO PROCEEDING WITH THE WORK.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE(MEDUSA), NOTED OTHERWISE.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR 11 APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA WITHIN THE MMSS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK . (SPRINTS DOCUMENT REPOSITORY OF RECORD). C. MARK THE FIELD SET OF DRAWINGS IN RED,DOCUMENTING ANY CHANGES FROM THE a. FIBER:SUPPORT FIBER BUNDLES USING'/2-VELCRO STRAPS OF THE REQUIRED LENGTH � CONSTRUCTION DOCUMENTS. 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST:SPRINT WILL PROVIDE SEPARATE Q 16°OC.STRAPS SHALL BE UV,OIL AND WATER RESISTANT AND SUITABLE FOR _ GUIDANCE INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL N METHODS OF PROCEDURE(MOPS)FOR CONSTRUCTION: b. DC:SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH.71P TIES TO BE UV A 96 2 CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN STABILIZED,BLACK NYLON,WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED PETER J. SZL014 DATE BY NELCO PRODUCTS OR EQUAL. NEW YORK PROFM ua RO 079612 A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0568 REVISIONS 3. FASTENING JUMPERS:SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING B. CABLE LABELING EN-2012-00 STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. REV DATE REVISION DESCRIPTION 0 01/17/18 6SUE0 FOR REVIEW C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS 4. CABLE INSTALLATION: 1 02/22/18 MWM•S i H L SECTION 01 200-COMPANY FURNISHED MATERIAL AND EQUIPMENT a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE,NOTIFY THE CONSTRUCTION MANAGER. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. b. CABLE ROUTING:CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS AVOID TWISTING AND CROSSOVERS. PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. c. HOIST CABLE USING PROPER HOISTING GRIPS.DO NOT EXCEED MANUFACTURES CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR RECOMMENDED MAXIMUM BEND RADIUS. CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. NOTES, SECTION 11 700-ANTENNA ASSEMBLY,REMOTE RADIO UNITS AND CABLE THIS DOCUMENT HAS BEEN PREPARED FOR A SECTION 01 300-CELL SITE CONSTRUCTION INSTALLATION 24"x36"FORMAT DO NOT SCALE IF PLOTTED SUMMARY: ON ANY OTHER FORMAT NOTICE TO PROCEED: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS,RRU'S,AND CABLE EQUIPMENT, IF THIS DOCUMENT DOES NOT CONTAIN THE NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE INSTALLATION,AND TESTING OF COAXIAL FIBER CABLE. RAISED SEA OF THE UNDERSIGNED ISSUANCE OF WORK ORDER. PROFESSIONAL,IT IS NOT A VALID DOCUMENT ANTENNAS AND RRU'S: SITE CLEANLINESS: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE AND NO LIABILITY IS ASSUMED FOR THE CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND CONSTRUCTION DRAWINGS. INFORMATION SHOWN HEREON TRASH.AT THE COMPLETION OF THE WORK,CONTRACTOR SHALL REMOVE FROM THE SITE ALL THESE DOCUMENTS ARE CONFIDENTIAL AND REMAINING RUBBISH,IMPLEMENTS,TEMPORARY FACILITIES,AND SURPLUS MATERIALS. HYBRID CABLE ARE THE SOLE PROPERTY OF SPRINT AND HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL MAY NOT BE REPRODUCED,DISSEMINATED BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S OR REDISTRIBUTED WITHOUT THE EXPRESS REQUIREMENTS. WRITTEN CONSENT OF SPRINT SECTION 01 400-SUBMITTALS&TESTS ALTERNATES: JUMPERS AND CONNECTORS: AT THE COMPANY'S REQUEST,ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED FURNISH AND INSTALL 1/2"COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS.JUMPERS MATTITUCK SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL. SPRINT WILL REVIEW SHALL BE TYPE LDF 4,FLC 12.50,CR 640,OR FXL 540.SUPER-FLEX CABLES ARE NOT ACCEPTABLE. AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 CONSIDERED, INCH FOAM DIELECTRIC,OUTDOOR RATED COAXIAL CABLE,MIN LENGTH FOR JUMPER SHALL BE NY33XC688 TESTS AND INSPECTIONS: ELIJAH'S LANE A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS,INSPECTIONS AND MATTITUCK NY 1�95Z PROJECT DOCUMENTATION. 7 B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SUFFOLK COUNTY 1. COAX SWEEPS AND FIBER TESTS PER TS-0200(LATEST REVISION)ANTENNA LINE ACCEPTANCE STANDARDS. CONSTRUCTION 2. AGL,AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA SPECIFICATIONS USING A COMMERCIAL MADE-FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT).INSTALLED AZIMUTH,CENTERLINE AND DOWN71LT MUST CONFORM WITH RF CONFIGURATION DATA DATE SCALE 01/04/2018 AS NOTED DRAWN BY' SHEET# DC CHECKED BY IT SP .1 PROJECT# 2438 1303 CONTINUE FROM SP-1 SUPPORTING DEVICES: HUBS AND BOXES:S. GROUNDING OF TRANSMISSION LINES:ALL TRANSMISSION LINES SHALL BE GROUNDED AS A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS:SUBJECT TO COMPLIANCE WITH A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS Sprint INDICATED ON DRAWINGS. REQUIREMENTS,PROVIDE PRODUCTS BY THE FOLLOWING: PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED.HUB SHALL INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL PROVIDE IMPACT RESISTANT 105 DEGREE C 6580 Sprint Parkway 6. HYBRID CABLE COLOR CODING:ALL COLOR CODING SHALL SEAS REQUIRED IN TS 0200 1. ALLIED TUBE AND CONDUIT PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. Overland Park,KS 66251 (LATEST REVISION). 2. B-LINE SYSTEM B. CABLE TERMINATION FITTINGS FOR CONDUIT 7. HYBRID CABLE LABELING:INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED ROW ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE-EN 3. UNISTRUT DIVERSIFIED PRODUCTS 1. CABLE TERMINATORS FOR FIGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL 2012-001,REV 1 BY ROX TEC. WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: 4. THOMAS&BETTS z. CABLE TERMINATORS FOR LFMc SHALL BE ETco-cL2075;OR MADE FOR THE PURPOSE CASTLE B. FASTENERS:TYPES,MATERIALS,AND CONSTRUCTION FEATURES AS FOLLOWS: PRODUCTS BY ROXTEC. TNO FwWaae"No-W.M.v fla A. ALL FIBER&COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. 1. EXPANSION ANCHORS:CARBON STEEL WEDGE OR SLEEVE TYPE. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY,HEAVY DUTY,WEATHERPROOF,DUST PROOF,WITH GASKET,PLATED IRON ALLOY COVER B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS.ALL INSTALLATIONS MUST BE 2. POWER-DRIVEN THREADED STUDS:HEAT-TREATED STEEL,DESIGNED SPECIFICALLY FOR AND STAINLESS STEEL COVER SCREWS,CROUSE-HINDS WAB SERIES OR EQUAL DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST THE INTENDED SERVICE. PRACTICES. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. FP^z� 1. COLD SHRINK:ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE PROVIDE CROUSE-HINDS FORM 8 OR EQUAL FRENCH�i►PARRELLO 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. WRAP RI 2'ELECTRICAL TAPE EXTENDING 2'BEYOND TUBING.PROVIDE 3M COLD SHRINK ASSOCIATES CXS SERIES OR EQUAL. E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN,SQUARE°D°,CROUSE•HINDS, S. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. COOPER,ADALET,APPLETON,O-Z GEDNEY,RACO,OR APPROVED EQUAL. 1800 RouCa 34,Sulto 101•Wall NawJsrmyGM9 o•7S23199800 F73931298D1 2. SELF-AMALGAMATING TAPE:CLEAN SURFACES.APPLY A DOUBLE WRAP OF 6. MACHINE SCREWS,WELDED THREADED STUDS,OR SPRING-TENSION CLAMPS ON STEEL SELF-AMALGAMATING TAPE 2'BEYOND CONNECTOR.APPLY A SECOND WRAP OF SEAL of NEW SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION.APPLY DOUBLE WRAP OF 2"WIDE ELECTRICAL TAPE EXTENDING 2°BEYOND THE SELFAMALGAMATING TAPE. 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. SUPPLEMENTAL GROUNDING SYSTEM �P ER J. O TA " 3. 3M SLIM LOCK CLOSURE 716:SUBSTITUTIONS WILL NOT BE ALLOWED. S. DO NOT WELD CONDUIT,PIPE STRAPS,OR ITEMS OTHER THAN THREADED STUDS TO STEEL A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON q ROB STRUCTURES. THE DRAWINGS.SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION,USE SHEET METAL SCREWS. GROMMETS.GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE,SIZES AS INDICATED ' ON THE DRAWINGS.PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS SECTION 11 800-INSTALLATION OF MULTIMODAL BASE STATIONS(MMBS)AND EXCEPTED AS OTHERWISE NOTED. - RELATED EQUIPMENT B. SUPPLEMENTAL GROUNDING SYSTEM:ALL CONNECTIONS TO BE MADE WITH CAD WELDS, SUPPORTING DEVICES: EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY A 96 2 SUMMARY: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND MANUFACTURER;AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. DATE PERMANENTLY IN ACCORDANCE WITH NEC. PETER J �$P$� A THIS SECTION SPECIFIES MMBS CABINETS,POWER CABINETS,AND INTERNAL EQUIPMENT C. STOLEN GROUND-BARS:IN THE EVENT OF STOLEN GROUND BARS,CONTACT SPRINT CM FOR NEW rORx PRonsso ua No waalz REPLACEMENT INSTRUCTION USING THREADED ROD KITS. INCLUDING BY NOT LIMITED TO RECTIFIERS,POWER DISTRIBUTION UNITS,BASE BAND UNITS, B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. REVISIONS SURGE ARRESTORS,BATTERIES,AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR REV DATE REVISION DESCRIPTION INSTALLATION BY THE CONTRACTOR(OFCI). C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS,FASTEN ELECTRICAL ITEMS AND THEIR EXISTING STRUCTURE: SUPPORTING HARDWARE SECURELYTO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: 0 01/17/18 MSUM FOR REVEN B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS,RECEPTACLES,SWITCHES,DEVICES, 1 02/n/1a ISSUM AS nNK LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE BOXES,AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. PROOF TEST LOAD. SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE WALL,CEILING,OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE.WALL,CEILING,OR FLOOR SHALL BE PATCHED TO MATCH THE C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS. ADJACENT CONSTRUCTION. DC CIRCUIT BREAKER LABELING CONDUIT AND CONDUCTOR INSTALLATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS ELECTRICAL IDENTIFICATION:A. NEW DC CIRCUIT IS REQUIRED IN MMBS CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRU AND HANGERS.EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE BEING SERVICED A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET,INSIDE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE,MAINTAIN CLOSE PROXIMITY TO DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE NOTES SECTION 26100-BASIC ELECTRICAL REQUIREMENTS B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY INSTALLED IN A NEAT AND WORKMANLIKE MANNER,PARALLEL AND PERPENDICULAR TO IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE FISHED TO CLEAR THIS DOCUMENT HAS BEEN PREPARED FOR A SUMMARY: OBSTRUCTIONS.ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, 24"x 36"FORMAT DO NOT SCALE IF PLOTTED THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. PLASTER OR DIRT FROM ENTERING.CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY ON ANY OTHER FORMAT SECTION 26 200-ELECTRICAL MATERIALS AND EQUIPMENT GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. IF CONTAIN THE QUALITY ASSURANCE: RAISED SEA OF THE UNDERSIGNED ED CONDUIT: A ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. PROFESSIONAL,IT IS NOT A VALID DOCUMENT A. RIGID GALVANIZED STEEL(RGS)CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE AND NO LIABILITY IS ASSUMED FOR THE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. INFORMATION SHOWN HEREON. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH RIGID CONDUIT AND FITTINGS SHALL BE STEEL,COATED WITH ZINC EXTERIOR AND INTERIOR BY THESE DOCUMENTS ARE CONFIDENTIAL AND THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE C80.1THE HOT DIP GALVANIZING PROCESS.CONDUIT SHALL E PRODUCED TO ANSI SPECIFICATIONS ARE THE SOLE PROPERTY OF SPRINT AND FOR THIS PROJECT. LABORATORIES. FEDERAL SPECIFICATION W E THREADED 1 AND SHALL C LISTED WITH THE UNDERWRITERS' MAY NOT BE REPRODUCED,DISSEMINATED LABORATORIES.FITTINGS SHALL BETHREADED-SET SCREW OR COMPRESSION FITTINGS WILL OR REDISTRIBUTED WITHOUT THE EXPRESS C. MATERIALS AND EQUIPMENT:ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE NOT BE ACCEPTABLE.RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED,REPUBLIC OR WHEATLAND. WRITTEN CONSENT OF SPRINT SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL RENEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE(PVC)SUITABLE FOR DIRECT BURIAL AS APPLICABLE.JOINTS SHALL BE BELLED,AND FLUSH SOLVENT WELDED IN MATTITUCK SUPPORTING DEVICES: ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.CONDUIT SHALL BE CARLON ELECTRICAL 4 PRODUCTS OR APPROVED EQUAL. NY33XC688 A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE C. TRANSITIONS BETWEEN PVC AND RIGID(RGS)SHALL BE MADE WITH PVC COATED METALLIC ELIJAvH/°S LANE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. LONG SWEEP RADIUS ELBOWS. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN MATTITUCK, NY 11952 .THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE WALLS AND CEILINGS.EMT SHALL BE MILD STEEL,ELECTRICALLY WELDED, FOR THIS PROJECT. ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION SUFFOLK COUNTY C. MATERIALS AND EQUIPMENT: C60.3,FEDERAL SPECIFICATION W W-C-563,AND SHALL BE UL LISTED.EMT SHALL BE ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 28 OF THE SAME TYPE SHALL BE OF THE MANUFACTURED BY ALLIED,REPUBLIC OR WHEATLAND,OR APPROVED EQUAL.FITTINGS SHALL SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM BE METALLIC COMPRESSION.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. DEFECTS E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO CONSTRUCTION EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS,MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. SPECIFICATIONS MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED S-FEET.LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC.MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL,ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE,OR APPROVED EQUAL DATE SCALE* F. MINIMUM SIZE CONDUIT SHALL BE 3/41NCH(21 MM). 01/04/2018 AS NOTED DRAWN BY SHEET# DC CHECKED BY PJ1. SP-2 PROJECT# 24381303 SITE NOTES EXISTING T-MOBILE EQUIPMENT PAD 1. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS,TAX MAPS, Sprint® AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE Pe F—x—x—x—X—x—x—X—X—X—x—x—x— —X—x BOUNDARY SURVEY EXISTING UTILITY x ANTENNA PLAN x FRAME (TYP) 2. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS 6580 Spnnt Parkway SEE 1/A-3&21A-4 SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. Overland Park,KS 66251 EXISTING VAULT EXISTING 107-6" 3 THE HORIZONTAL DATUM(COORDINATES)ARE IN TERMS OF THE NORTH CROWN MONOPOLE / AMERICAN DATUM OF 1983(NAD 83) THE VERTCAL DATUM(ELEVATIONS)ARE s IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88) z I I EQUIPMENT PLAN. CASTLE o " f ` © "�—SEE 2/A-1 AND 3/A-1 4 NO NOISE,SMOKE,DUST,OR ODOR WILL RESULT FROM THIS FACILITY M EXISTING ICE TrW F""ndnli"n rcrl mmlol°WWK :i BRIDGE (TYP) I 5 THE FACILITY IS UNMANNED AND NOT FOR HUAN HABITATION (THERE IS NO EXISTING AT&T HANDICAP ACCESS REQUIRED) EQUIPMENT SHELTER I 7 I 6 THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. x 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OR ANY TYPE FRENCH&PARRELLO x 8 THE PROPOSED DEVELOPMENT DOES NTO INCLUDE OUTDOOR STORGE OR ASSOCIATES— ANY SOLID WASTE RECEPTACLES e 1D1•Web New Jam-W D7719 EXISTING AT&T 60e74MO f73231295M x x GENERATOR PAD IGENERAL NOTES SEAL pF NEW x x 1 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, � °(E��'rA,�, "I- EXISTING CHAINLINK ORDINANCES,LAWS AND REGULATIONS OF ALL MUNICIPALITIES,UTILITIES Q�' �f- FENCE (TYP) COMPANY OR OTHER PUBLIC AUTHORITIES ' x x 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 1- tOf `" AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL,STATE, EXISTING UTILITY PAD EXISTING UTILITY COUNTY OR MUNICIPAL AUTHORITIES � x FRAME " 3 THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER,IN ` EXISTING VERIZON WRITING,OF ANY CONFLICTS,ERRORS OR OMISSIONS PRIOR TO THE A 96 2 !G x x WIRELESS SHELTER SUBMISSION OF BIDS OR PERFORMANCE OF WORK,MINOR OMISSIONS OR ERRORS IN THE BID PROJECT IN ACCORDANCE WITH THE OVERALL INTENT OF PETER J. �T$Fy(iO DATE THESE DRAWINGS NEW YORK FROFESSIO UC NO 079612 A. �x—x—x—xx—x A + 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING REVISIONS EXISTING DOUBLES/ \ EXISTING WALL SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION THE REV DATE REVISION DESCRIPTION ACCESS GATE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF THE 0 01/17/18 t MED FOR RENEW CONSTRUCTION OF THIS FACILITY 1 02/22/16 I65Um AS RN/J. 1 COMPOUND PLAN 5 THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL A-1 SCALE: 1/8" = 1'-O" MATERIALS,EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT GRAPHIC SCALE ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS 8 0 4 8 16 32 6 THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE (IN FEET) WITH THE CONTRACT DOCUMENTS 1/8 INCH=1 FOOT 7 POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. PROPOSED RECTIFIER SHELF PROPOSED 2.5 EQUIPMENT TO BE 8 CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF NOTES TO BE INSTALLED INSIDE INSTALLED IN EXISTING MMBTS ENGINEERING PRIOR TO INSTALLATION. THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING MMBTS CABINET CABINET(INCLUDING BUT NOT 9 TRANSMITTER AND ANTENNAS ARE DESIGNED TO MEET ANSIITIAIEIA 222-G 24"x 36"FORMAT DO NOT SCALE IF PLOTTED EXISTING DC EXISTING DC LIMITED TO BASE BAND UNIT, REQUIREMENTS ON ANY OTHER FORMAT DISTRIBUTION AND FIBER DISTRIBUTION AND FIBER CELL SITE ROUTER,SURGE MANAGEMENT BOX EXISTING SPRINT MANAGEMENT BOX ARRESTORS AND POWER AND 10 ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPPED GALVANIZED STEEL IF THIS DOCUMENT DOES NOT CONTAIN THE BTS CABINET FIBER CONNECTIONS RAISED SEA OF THE UNDERSIGNED EXISTING SPRINT EXISTING SPRINT 11 CONTRACTOR SHALL MAKE A UTILITY"ONE CALL"TO LOCATE ALL UTILITIES PROFESSIONAL,IT IS NOT A VALID DOCUMENT RRH MOUNTED ON EXISTING SPRINT RRH MOUNTED ON AND NO LIABILITY IS ASSUMED FOR THE AME UNISTRUT FR BATTERY CABINET UNISTRUT FRAME PRIOR TO EXCAVATING. INFORMATION SHOWN HEREON (TYP OF 3) (TYP OF 3) (4)PROPOSED BATTERIES TO 12 IF ANY PIPING EXISTS BENEATH THE SITE AREA,CONTRACTOR MUST LOCATE THESE DOCUMENTS ARE CONFIDENTIAL AND BE INSTALLED IN EXISTING IT AND CONTACT OWNERS REPRESENTATIVE ARE THE SOLE PROPERTY OF SPRINT AND EXISTING Lj EXISTING Lj BATTERY RACK IF REQUIRED 13 A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT MAY NOT BE REPRODUCED,DISSEMINATED SPRINT ICE SPRINT ICE (20 BATTERIES REQUIRED TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE OR REDISTRIBUTED WITHOUT THE EXPRESS BRIDGE BRIDGE MINIMUM) WRITTEN CONSENT OF SPRINT AND ITS COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT THE EXISTING SPRINT EXISTING SPRINT APPURTENANCES. PRIOR TO THE INSTALLATION OF THE PROPOSED COVERED EQUIPMENT COVERED EQUIPMENT EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE,THE OWNER'S PLATFORM PLATFORM AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED MATTITUCK EXISTING (6) COAX PROFESSIONAL ENGINEER CABLES TO BE ;IIIIIIIIHIll;IHIIIIIIIIII IIIIIIIIIIIINY33XC688 REMOVEDIIH ELIJAH'S LANE PROPOSED SPRINT(4)t-1/4°6 FEEDLINES(158'LENGTH)ROUTED TO FOLLOW EXISTING CABLE ROUTING TO MATTITUCK, NY 11952 RRH LOCATION SUFFOLK COUNTY EXISTING SPRINT EXISTING SPRINT PPC CABINET PPC CABINET STRUCTURAL NOTE: COMPOUND PLAN AND A STRUCTURAL ANALYSIS OF THE EXISTING NOTES K2� EXISTING EQUIPMENT PLAN 3 PROPOSED E UIPMENT PLAN TOWER SHALL BE PERFORMED T CONFIRM ADEQUACY PRIOR B INSTALLATION OF NEW A-i SCALE: 1/4" = 1'-O" A-1 SCALE: 1/4" = V-0" ANTENNAS AND CABLING. DATE SCALE: GRAPHIC SCALE GRAPHIC SCALE 01/04/2018 AS NOTED 4 0 2 4 8 16 4 0 2 a 8 16 CONTRACTOR TO VERIFY CONDITIONS OF THE DRAWN BY SHEET# EXISTING WIRELESS INSTALLATION PRIOR TO DC MODIFICATIONS. IF THE CONDITIONS ARE NOT CHECKED BY. (IN FEET) (IN FEET) AS PER THE ORIGINAL INSTALLATION OR THE P.J T. A-1 1/4 INCH- 1 FOOT 1/4 INCH -1 FOOT SUPPORTING STRUCTURE HAS DETERIORATED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. PROJECT# 24381303 Sprint ,v 6580 Sprint Parkway Overland Park,KS 66251 NEW SPRINT LOW PROFILE PLATFORM SITE PR01 PART# MC-PAI2L-B WITH HAND RAIL KIT CROWN SITE PR01 PART#MT-196.12 EXISTING T-ARM MOUNTS C CASTLE (TYP. OF 1 PER SECTOR, ma Foundation fora W"alnca Weld TIP OF LIGHTNING ROD TOTAL OF 3) TO BE REMOVED h TIP OF LIGHTNING ROD ELEV=±115'-6" AGL ELEV.=t115'-6" AGL h OF EXISTING SPRINT ANTENNAS4 TOP OF EXISTING TOWER h 6 OFPROPOSEDSPRINTPCS TOP OF EXISTING TOWER x.a Fr ELEV.=±108'-0" AGL ELEV=±106'-0" AGL ELEV.=m108 0°AGL ELEV=±106'-O" AGL FRENCH&PARREU NEW SPRINT PANEL ANTENNA ASSOCIATES (TYP.OF 2 PER SECTOR,TOTAL 1800 Rate 34 Buiee 101•Wa New.kr m 07718 h OF EXISTING ANTENNAS (BY OTHERS) EXISTING SPRINT ANTENNAS OF 6)AND NEW SPRINT RRH(TYP. 0 73221 SW t73281298W _ ELEV.=±9 TING AGL (TYP. OF 2 PER SECTOR, h OF EXISTING ANTENNAS (BY OTHERS) H OF 4 PER SECTOR,TOTAL OF 12) TOTAL OF 6) TO BE REMOVED ELEV=±98'-O" AGL 3 4 5 SEAL OF NEw A3 A-3 A3 �V, 6 7 A3 A-3 lu h OF EXISTING ANTENNAS (BY OTHERS) h OF EXISTING ANTENNAS (BY OTHERS) ` ELEV.=±78'-0" AGL ELEV.=±78'-0" AGL A 96 `Z !� PETER J 6O DnTE NEW YORK PROFESSO UC NO 079612 REVISIONS REV DATE REVISION DESCRIPTION 0 01/17/18 ISSUED FOR REMW h OF EXISTING ANTENNAS (BY OTHERS) h OF EXISTING ANTENNAS (BY OTHERS) 1 02/22/18 ISSUM AS ANAL ELEV.=±61'-0" AGL ELEV.=±61'-0" AGL PROPOSED SPRINT(4)1-114.0 FEEDLINES (±168JROUTED TO FOLLOW EXISTING CABLE ROUTING TO RRH LOCATION. EXISTING FEEDLINES TO BE REMOVED. NOTES EXISTING 107'-6" EXISTING 107'-6" THIS DOCUMENT HAS BEEN PREPARED FOR A MONOPOLE MONOPOLE 24"x 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT MATTITUCK NY33XC688 ELIJAH'S LANE GRADE GRADE ELEV=±O'-O" AGL NOTE. ELEV=±O'-O" AGL MATTITUCK, NY 11952 ANTENNA BY OTHERS NOT SUFFOLK COUNTY SHOWN FOR CLARITY. EXISTING TOWER ELEVATION 2 PROPOSED TOWER ELEVATION STRUCTURAL NOTE: A-2 SCALE: 1/8" = 1'-O" A STRUCTURAL ANALYSIS OF THE EXISTING A-2 SCALE: 1/8" = 1'-O" GRAPHIC SCALE TOWER SHALL BE PERFORMED TO CONFIRM GRAPHIC SCALE ELEVATIONS a 0 4 e 16 32 ADEQUACY PRIOR TO INSTALLATION OF NEW a 0 4 6 16 32 ANTENNAS AND CABLING. (IN FEET) (IN FEET) 1/8 INCH- 1 FOOT CONTRACTOR TO VERIFY CONDITIONS OF THE 1/8 INCH- I FOOT DATE 01/04/2018 SCALE. AS NOTED EXISTING WIRELESS INSTALLATION PRIOR TO MODIFICATIONS. IF THE CONDITIONS ARE NOT DRAWN BY SHEETNOTE # AS PER THE ORIGINAL INSTALLATION OR THE DC ANTENNA BY OTHERS NOT SUPPORTING STRUCTURE HAS DETERIORATED, CHECKED BY SHOWN FOR CLARITY THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. PiT• A-2 PROJECT# 24381303 = E XISTING T-A,kM MOUNTS (TYP. OF 1 PER SECTOR, o Sprint )10 00 TOTAL OF 3) TO BE REMOVED s00 Z c~i Fn OS 6580 Spnnt Parkway (nn N rOpO Overland Park,KS 66251 w EXISTING SPRINT ANTENNAS (TYP OF 2 PER SECTOR, ��y9 CROWN OF 6) TO BE REMOVED NEW SPRINT PANEL ANTENNA JL EXISTING 107'-6" ON EXISTING MOUNT(TYP.OF CASTLE _ MONOPOLE 2 PER SECTOR,TOTAL OF 6). cc F o NEW SPRINT RRH ON NEW m"Fo'W'do,rot o w an wa O SECTOR,TOTAL OF 2) A3 A-3 Z EXISTING 107'-6" z MONOPOLE 5 6 7 Q A-3 A-3 A3PP^Z�� P gF�o�p Jo. � yq FRENCH ASSOCIATES PARRELLO O 1800 R xm 34.Suite 101•Wall.New Jersey(17719 o•732312 98M P 732.312 9801 _ SFc oRc eFr SEAL �OF NEW r QrG��R � raRo 0�� _ \NG G h o -IX, NEW SPRINT LOW PROFILE PLATFORM SITE PR01 PART# AQ A 96 2 !� MCPAI2L-B WITH HAND RAIL KIT O ry^O PETER J. SITE PR01 PART#MT-195-12 Oy(VO NEW YORK PROFESSIO UC NO 079612 REVISIONS REV DATE REVISION DESCRIPTION 0 01/17/18 ISSem FOR REVIEW 1 02/22/18 ISSUED AS RM EXISTING ANTENNA CONFIGURATION 2 FINAL ANTENNA CONFIGURATION A-3 SCALE: 1/2" = 1'-O" A-3 SCALE: 1/2" = 1'-0" GRAPHIC SCALE GRAPHIC SCALE 2 0 1 2 4 B 2 0 1 2 4 8 (IN FEET) (IN FEET) 1/2 INCH e 1 FOOT 1/2 INCH e 1 FOOT MIN 25-DIA SCHEDULE40 GALVANIZED MOUNTING �, NOTES PROPOSED RRU MOUNTING KIT J ry ry u PIPE (SPRI3MWO271A1 OR APPROVED EQUAL) DEPTH WIDTH --�� �-WIDTH-j-- r ��DEPTH " THIS DOCUMENT HAS BEEN PREPARED FOR A 2Wx 3TFORMAT DO NOT SCALE IF PLOTTED PROPOSED ANTENNA PROPOSED25 GRZ RRU c ON ANY OTHER FORMAT MOUNTING BRACKET _ a IF THIS DOCUMENT DOES NOT CONTAIN THE o RAISED SEA OF THE UNDERSIGNED PROPOSED CABLES FROM �.REAAOUT CYLINDER TORRU'S o PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE PROPOSED SST STANDARD o INFORMATION SHOWN HEREON HANGER PER MANUFACTURERS o U SPECIFICATION e z _ THESE DOCUMENTS ARE CONFIDENTIAL AND !tlNOTES' ARE THE SOLE PROPERTY OF SPRINT AND PROPOSED BREAKOUT CYLINDER o TX CONFIG.2X50 MAY NOT BE REPRODUCED,DISSEMINATED WEIGHT 60 LBS OR REDISTRIBUTED WITHOUT THE EXPRESS w o VOLUIME.49 LITERS WRITTEN CONSENT OF SPRINT PROPOSED RISER CABLE J e DIMENSIONS HxWxD 194"x129'7(107" 6 800 MHZ 2x5OW RRH DETAIL A-3 NOT TO SCALE MATTITUCK SIDE VIEW FRONT VIEW - �,`' , NY33XC688 ANTENNED25MHz ELIJAH'S LANE ANTENNAes� f:'r NOTE 4 ri.F a COMPLY WITH MANUFACTURERS INSTRUCTIONS MATTITUCK, NY 11952 �¶I TO ENSURE THAT ALL RRU'6 RECEIVE Opp (VII`IS} ELECTRICAL POWER WITHIN 24 R. OF BEING O i1 SUFFOLK COUNTY FRONT VIEW SIDE VIEW REMOVED FROM THE MANUFACTURER'S PACKAGING DO NOT OPEN RRU PACKAGES IN PROPOSED B00 MHZ RRU 41 - THE RAIN ANTENNA MODEL DIMENSIONAL DETAILS BOTTOM VIEW £ .� ANTENNA AND RRU PROPOSEDIM' MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT _ HARDLINE COAX JUMPER FROM FILTER DT465B-2XR COMMSCOPE 82- 719- 138° 58 LBs RRU MODEL DIMENSIONAL DETAILS CONFIGURATION AND TO ANTENNA DETAILS NOTE MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT PROPOSED RRU SHALL BE BEHIND PROPOSED RET CABLE ANTENNA MODEL DIMENSIONAL DETAILS PROPOSED ANTENNA WHENEVERNEVER PO POSSIBLE IF TD-riRH8X20-25 ALU B T' 1 261" 1 16 8" 1 701138 THERE IS NOT ENOUGH ROOM TO MOUNT NOTES DATE SCALE: PROPOSED RRU BEHIND PROPOSED ANTENNA, MODEL MANUFACTURER DEPTH LENGTH WIDTH �IGHT TX CONFIG 4X45 01/04/2018 AS NOTED THEN PROPOSED RRU SHALL BE MOUNTED ON CLOSEST AVAILABLE MOUNTING PIPE APXVSPP18LA20 RFS 71r 72 a- 11 8- Les WEIGHT 44 09 LBS DRAWN BY. SHEET#. VOLUME'49 LITERS DC DIMENSIONS HxWxD 21 65"x12 99"x6 89" 3 ANTENNA AND RRU MOUNTING DETAIL �2.5 ANTENNA DETAIL 5 2.5 RRU DETAIL 7 CHECKED BY A-3 NOT TO SCALE A-3 NOT TO SCALE A-3 NOT TO SCALE �� 1900 MHO 4 SCALE 5 RRH PJT A-3 A-3 NOT TO SCALE PROJECT# 24381303 Sprint ,v 6580 Sprint Parkway Overland Park,KS 66251 CROWN CASTLE Tho FWMWIi rot o WUeloca Wodd. FRENCH&PARRELLO ASSOCIATES 1W0 Renee 34,Suke 101•Wd.New Jersey OMBv7323129800 f. 0173231298 SEAL oF NEWY J-r�Ro 0�Q� r � ANTENNA INFORMATION AND BILL OF MATERIALS �w ITEM SECTOR DESCRIPTION QTY DIMENSIONS PART/MODEL## AZIMUTH RAD CENTER U' I 2.5GHzANTENNA 1 71.9"x13.8"x8.2" COMMSCOPEDT465B-2XR 320' 108'-01, A 96 2 2 2 5 GHz ANTENNA 1 72.0"x11.8"x7.9" RFS APXVSPPI8-C-A20 320" 108'-0" PETER J DATE 3 ALPHA 2.S GHz RRH 1 25.4"x17.5"x5.7" TD-RRH8x20-25 N/A, N/A NEW YORK PROFE5 O Ut NO.079612 4 1900 MHz RRH 1 25.1"x11.1"x11.4" 1900MHz RRH(65W) N/A N/A REVISIONS 5 1800 MHz RRH 2 1 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A REV DATE REVISION DESCRIPTION 0 01/17/18 ISSUED FOR RENEW 6 2 5 GHz ANTENNA 1 719"x13.8"x8.21I COMMSCOPE DT465B-2XR 11IT 108'-91 1 02/22/16 ISSUED AS RN/M1, 7 2.5GHzANTENNA 1 72.0"x11.8"0.9" RFS APXVSPPI8-C-A20 110' 108'-01, 8 BETA 2.5 GHz RRH 1 25.4"x17.5"x5.7" TD-RRH8x20-25 N/A N/A 9 1900 MHz RRH 1 25.1"x11.l"x11.4" 1900MHz RRH(65W) N/A N/A 10 800 MHz RRH 2 19.7"xl3.0"x10.8" 800MHz 2X50W RRH N/A N/A 11 2 5 GHz ANTENNA 1 71.9"x13.8"x8.2" COMMSCOPE DT465B-2XR 210" 108'-01, 12 2.5GHzANTENNA 1 72.0"x11.8"0.9" RFSAPXVSPPI8-C-A20 210' 108'-0" 13 GAMMA 2.5 GHz RRH 1 25.4"x17.5"x5.71' TD-RRH8x20-25 N/A N/A NOTES 14 1900 MHz RRH 1 25.11'x11.1"x11.4" 1900MHz RRH(65W) N/A N/A THIS DOCUMENT HAS BEEN PREPAREDTOR A 24"x 36"FORMAT DO NOT SCALE IF PLOTTED 15 1800 MHz RRH 2 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE 16 IFIBERLINE 4 1 158' 1 HB114-1-0813U4-M51 RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT MATTITUCK NY33XC688 ELIJAH'S LANE MATTITUCK, NY 11952 SUFFOLK COUNTY CABINET DETAILS AND ANTENNA SCHEDULE DATE SCALE: 01/04/2018 AS NOTED DRAWN BY SHEET# DC CHECKED BY PJT A-4 PROJECT# 24381303 BI IER 6Vl7E1�[COZ47k GDDE KMW 16 Port Nok 3-_A RRH 800 1900 and 2500(Scenario 124.131 and 631 with 2.5) Spri Alcatel-Lucent 31102014 V50 Alcatel-Lucent 3l102014 V50 f® J ] rfn x A 6580 Sprint Parkway .r ,� I ' TxR_x7 TiP62 TxRx_3 TxRx4 TxR x 'T x6 TRxBXRx7 TxRx6 � ` �'r-• _ Overland Park,KS 68251 Flo CROWN CASTLE - - - f The FoeMa6on fora wnle:°world s _ _ - - _ - •"_ RFjurr are not Installed In numerical order.Refer to the specific _ _-- j -plumbing diagram for r Installation i } I - am.,,eem,r rmr - •_ - - - RP _-. - CALIBRATION DC t 4 1f 1 1 ,ro M�wmYrolono a0 aroma �''•-+�` - l - - JUMPERS - .-. CABLE " Power { '(Rn°s oeLk w,° o 1 j 1 j .` j BETA i ^p Coined«. .•• TaRx1 TxRx2 TxRx3 TxRx4 TxR_x5 TxRx6 TxRx7 TsRx6 FRENCH&PARRELLO IIltlIlNiltl!i!tl!i wW Nx 8 4•B.2 7 3'9 1 law R%34.6uSe 109-Walk Name Jarsay 07719 r °atl� _— I P a 7s2.31e 9800 r.732 3129801 _ 11 Nm h k,nb FpAz� p ICI SEAL pF NE --- - ------ I `` qpe b - 'I i i P� tN r0 RF 11lmpers are not Installed In numerical order.Refer to the s clRc I ++ I I;eaox-0o",n7 wonxx-v1�r�1 �� (G•��R ra Q ��- t plumbing diagram for_Installation order I I I 4 T a � � W,rema _ g Y r enu.04- I I I wx,I'—` e ly Q f- RF CALIBRATION DC _ - JUMPERS CABLE Powe �cl(c2�tc TxRx1 TxRx2 TxRx3 TxRx4 TxRx6 TxRx6 TxRx7 TxRx8 I L•11 tP Z �"�' ,' 4 m4.', , u 4. ,a --Z• O Use NoklaA CPRI Block 1•;, r 3 , 7 ,(2 6 4 t8' glace Ar ca rite A 96 2 !G I aria PETER J DATE �` 01 NEW 1VR1(PROFE5510 uO NO 079fi12 L.._._._.—.._•_._.._•_•_.mUZI, REVISIONS w • - 3 �1 6 'plumbm011agramtorinst ' .d.,.d.. .ra,..,a.,. ............. "' E DATE REVISION DESCRIPTION a ® _ RF jumpersa r,cai order Refer to the specific pg111900L1E7m"'" S r_ R V k2 ' 1 4}- l Y Installation order. ) I 1 su,eoomru ® p w� — / / _ Y 0 Ol 17 18 ISSUED FOR REVIEW ii.—Un [] 1 02/22/18 ISSUED AS FINAL 'd RF CALIBRATION oC — �;"J ®� JUMPERS CABLE Power Not to Scale to Distribution Ox Fber Connecti,vit ; M a 4 g S to Distribution Box Fiber Co nectivi^ Alcatel-Lucent 31102014 V50 Y Alcatel-Lucent 3/10/2014 V50 _ eMMM R CPRI Block Connections for Scenario 124,131,and 631 with 2.5 ~i Each Sector Is Equipped with- n n C1 n Two 800 RRH s r I 1 " 1 �—�-� I o e NOTES g e "6 ,9 8 E One 1900 RRHs 1 ' — Alpha Beta Gamma m a o Ur a m One 2500RRH 1 THIS"x36"FDOCUMENT HASBEECALEPARED IFPLO7 OR A ED 24"x 36"FORMAT DO NOT SCALE IF PLOTTED PIMA �Owe 0 _ _ _ _ �0 21 , �� ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED -7 qa sr "� PROFESSIONAL,IT IS NOT A VALID DOCUMENT - N sev ro' N'1,°'•, N N sJ N sedgeNalnber 1 u 1 \ B 7 6 INFORMATION SHOWN AND NO LIABILITY 15 HE EON UMED OR THE _ }Ftyre Ca'IRadio 111 JJJ _ Distribution, Box-Fiber Panel RberP bGhleNumbe n® Upper Block ^ THESE DOCUMENTS ARE CONFIDENTIAL AND 1 ffi \ ARE THE SOLE PROPERTY OF SPRINT AND "«° SNV BETA SNV ALPHA MAY NOT BE REPRODUCED,DISSEMINATED xa 23 2 a 21 2 99 ie 17 1""���ss i r' 3 OR REDISTRIBUTED WITHOUT THE EXPRESS Sector 2/Hybrld Cable 5/2500 RAH 1/CPRI-1 I WRITTEN CONSENT OF SPRINT 12 11 to 9 8 7 6 5 4 3 2 1 - .� _ f Segarl/Hybdd Cable6/25W RRH 1/CPRA �I�ca�u:Lr•�© �Q � o 0 q p O O O O O O O Sector3 H b Id[able fi/Z5W RRH 1 CPRI.1 d d - F HF21 F5 HF21 F3 HF21 Ft HF11 FS HF11 F3 HF71 F1 Sector 1/HyhrldCablea/2500RRH 1/CPRI.2 MATTITUCK `•m ' . •' •' 2.5B 2.5A Settorl/Hybrid Cable 4/2500RRM 1/CPR13 _ •,y Sector 2/Hybrid Cable 5/2500 RRH 1/CPRI.2 24 23 22 21 20 19 18 17 16 15 14 13 5enor2/HybddCable5125MRRH1/CPRI3 NY33XC688 MPO - 1 6" ? ® o p 0 p ® O O Sector 3/Hybrid Cable 6/2500 RRH-1/CPRI.2 Connectors - Sector 3/Hybrd Cable 6/25W RRH-1/WR1-3 - 262.1 HF21F4 HF21 2251-1 HF11 HF11F2 ELIJAH'S LANE — ,1 111, 1 7 MATTITUCK, NY 11952 2.5 G 2.5 B 2 5 A SNV GAMMA I n� SUFFOLK COUNTY .o IY=ltntte� x1egOPRIR■ Lower Block .0 ttt� atat♦ EFII1edC. -8 O MGammaw W ®Fiber/CP,RR3A D- - 12 11 10 9 8 7 6 5 ■ 4 3 2 1 0 AI heS era to FlberICPRI1 1' 2 r 3 i Of •o - Gamma 3 afe Fiber/CPRI3 2A_j4? 251:,2 261-2 HF31 F6 11MI 13 11F31 F7 25G „ 2 m- r-� ANTENNA PLUMBING Cy - 24 23 22 21 20 19' 18 17 18 15 14 13 7amen rde.• x a DIAGRAM o q o O Not to Scale i0 .6 33 5r23 6 13 25 3.1 HF31 F4 HF31 F2 mine n na om wr ereasm se '- DATE* 01/o4/zole SCALES NOTED l See BTS to Distribution Box mane depots ill u side of the e postairition bulkhead Fiber Connectivity .� Left side connections Will use the same posigm designations DRAWN BY SHEET# �a......_..�..._._._,......__,._-,-.-......_....-_,..�.,_.—..........'.�.�.,.,_..`�__:=.:.sue.,._...,__-._..-._-,.-....'_,� DC CHECKED BY NOTE:TERMINATE ALL USED/UN-USED FIBER PAIRS ON THE LC DUPLEX ADAPTER PLATES P J T A-5 PROJECT# 2438.1303 / to tstn ton ox owerA onnecttvt - - ` Alratel•LuceM 3%D2014 VSD tint RRH to Distribution B.ox Power cConnect'iuit, Sprint" " Alcatel-Lucent 3/10/2014 V5 0 0,11,11 ` © ® ® o„® fin, 6580 Sprint Parkway t, q y 4T' Overland Park KS 66251 �+a^4,k•'?„' ,t.�. y _ �lfpha Betra Gamma •Alphas i CROWN ;� soo MHz' 11=0 CC CASTLE i '• ; - -'1906MHz', - •`SNV Hybriflex _ 2owl a - mo Foummlen ro.nwo-aloss Nrorla Alpha , • j AWG Power — q 1900 MHz;_ 5 Dc FP^z� ASS Beta,' _ o FRENCH o PARRELLO N ;2 _ ¢ jATES 800 MHi 'O O a I ^� O 1a00 Rarte as 6UYe 101•We1 tVeN Jamey 177718 _ _ Or732312SSW P7323129801 Butts Splice 9 m Beta �� , t 1900 Mliz' SEAL F NE (8 or 6 AWG) - `� • • O w�O Color 0 �P �Fi J.7A 'p Mechanical - Codes .Beta•, - ' •• wer 1' Q�� ROB f Splice 1800 MHz', , mO O o w m .r', " _ 800 MHz 7 A 96 2 o e. n Gamma- ` a PETER J SSO DATE 19001VIHz • • ,D NEW YORK PROFF 0 UC NO 079612 b Gamma Gamma . AWG Power -- - MM „ REVISIONS 1900 MHz 12 REV DATE I REVISION DESCRIPTION ` - - O o o1/17/16 I rmum FoR RENEW NOTE AlIt ........n - - Box - � �r�tr�, � 1 02/22/1e ISSUm AS FINAL - 200reel Wln use e>dsung See BTS to Distribution ` „ ,. ��=a711:5 �••^ , 9 riMNetwrk1%I.n wer '' Power Connectivity "_.._._.�,......-..,.V...,._.,«..,.. ._.,___.�n.s.e.._...ee.._w,..v✓.._._.......-.._--.1_...a.,......�..=:f:':. .,.......ram NOTE. DC POWER CONNECTIVITY 1 CIRCUIT BREAKERS WITHIN THE SPRINT FIBER DISTRIBUTION BOX ARE 25 AMP. 2.DC SERVICE LOOP SHALL BE UTILIZED. E-1 NOT TO SCALE 3.ALL UNUSED DC FEEDERS TO BE TERMINATED WITH WIRE NUTS AND TAPED 4.WHEN COMPLETE,REMOVE ALL DEBRIS FROM INTERIOR OF DISTRIBUTION BOX. NOTES THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING EXISTING EXISTING D7ST/NC RRU RRU RRU ON24"x RRU 2.5 RRU 25 RRU 25 (9)TOTAL 3 FORMAT DO NOT CALF I (J)SN014N FOR CC4RRY ON ANYY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE CONDUCTORS DO EE CONDUCTORS HAU 6RELOlS� RAISED SEA A THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND SPD SPD SPD SPD SPD SPD SURGE ARRESTERS INSIDE MAY NOT BE REPRODUCED,DISSEMINATED FIBER DISTRIBUTION BOX OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT EXIS77NG DC DC CONDUCTORS CONDUCTORS (SEE CHART BELOW) C25A C25A C5A C2BA C5A C25A MA1 1 ITUCK NY33XC688 ELIJAH'S LANE DC CONDUCTOR SIZE CHART MATTITUCK, NY 11952 CABLE RUN<200' 8 AWG POWER CABLE RUN 200'TO 325' 8 AWG POWER SUFFOLK COUNTY CABLE RUN>32V 4 AWG POWER ELECTRICAL ONE-LINE 2 DC ONE LINE DIAGRAM DIAGRAM AND DETAILS E-1 NOT TO SCALE DATE SCALE. 01/04/2018 AS NOTED DRAWN BY. SHEET# D C. CHECKED BY P JT. E-1 PROJECT# 24381303 • / GROUNDING NOTES: GROUND KIT 1. THE CONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING Sprint • PROPOSED SPRINT 2S RRU PROPOSED NP PIPE SYSTEM AND LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR ■ CAD WELD SON PIPE ECTOR) (fVP EACH ANTENNA ON PIPE secroR) MOUNT(fYP EACH STRICT COMPLIANCE WITH THE NEC(AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL, j • COMPRESSION!CONNECTION SECTOR) LPI,OR NFPA)LIGHTING PROTECTION CODE,AND GENERAL COMPLIANCE WITH • MECHANICAL CONNECTION PROPOSED 96AWG FROM RRU TO TO RRU TELCORDIA AND TIA GROUNDING STANDARDS.THE CONTRACTOR SHALL REPORT ANY 6580 Spnnt Parkway f EXISTING6ECTOR GROUND BAR(EACH t VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. Overland Park,KS 66251 BOND TO TOWER RRU OR OTHER INDIVIDUAL COMPONENT SHALL BE GROUNDED VIA INDIVIDUAL I HYBRID CABLE LEAD) 2. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO, LIGHTNING PROTECTION,AND AC POWER GES'S)SHALL BE BONDED TOGETHER,AT OR C ROW N NOTE IL BELOW GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE 1I 11 EXISTING DIAGRAM SHOWN FOR L I I PROPOSED 46 AWG HYBRID CABLE PIPE MOUNTS TO WITH THE NEC. CASTLE SCHEMATIC PURPOSES ONLY IF PROPOSED BREAKOUT FROM ANTENNA SRRU CYLINDER — GROUNDING EXISTING GROUNDING DIFFERS -" CLAMP KIT 3. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH The P"" oven re,•wo-n•.wona, FROM WHAT IS DEPICTED,FOLLOW —_ J o00o EXISTING SECTOR O TESTING(PER IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS.THE EXISTING GROUNDING PATH PROPOSED HYBRID GROUND BAR(TYP EACH CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS CABLE GROUND KIT SECTOR) O (�) NEEDED TO ACHIEVE A TEST RESULT OF 6 OHMS OR LESS. NOTE EXAS7ING SEX'R!R PROPOSED HYBRID 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND GROUND 84R CABLE CONDUCTOR STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ALL GROUND WIRES ENTERING EACH SECTOR 08 INSULATED COPPER GROUND SHALL BE IN PVC SLEEVE a7SANG FIBER GROUNDING CONDUCTOR ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER ✓uNGAON BOX ROE AWG CIRCUITS TO BTS EQUIPMENT. Fp^z� FROM BREAKOUT OUT FRENCH&PARRELLO CYLINDER TO EXISTING To GROUND S. EACH SITS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND ASSOCIATE:S secroR GROUND BAR BAR WITH#2 TIN GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. 1800 Rmaa84,Sute 101•W01,NewJermyG771B o•732 312 9800 f 7328129801 EXISTING TO EQUIPMENT 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW SEAL 9927 CABINET CABINET GRADE. P fG OF NEW r CAIINET" ------7 7. APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR PASTE)SHALL BE USED g����ER j"r�4RO 1 2 HYBRID CABLE GROUNDING DETAIL ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. Q �- I E-2 NOT TO SCALE S. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR � GROUNDING CONNECTIONS. EXA4BNG 6WVNB 9. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SW AT 844E OF SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. I I I 1 EXASRNG E011PA(DIT I TOWER 001IN119 84R I 10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY EX/SANG CONNEZ'770N CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE rI —I I I BE!>cTfN ED(//PA/EM DISCONTINUITY WITH B AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT PETER J ESPSLO DATE I ) I I AND TOWER GROUND / R/NG CLAMPS. NEW YORK PROFE66I0 DC NO 079612 11. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION REVISIONS SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING REV DATE REVISION DESCRIPTION AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR 0 01/17/18 tME0 FOR REVIEW SLEEVES THROUGH WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC 1 02/22/18 I6wm A5 nNK — - - MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.WHERE USE OF METAL 0OUND�� CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) Q40UN0 RGYG [:R EXA4RNG EQu/PA/EM ANG 7082E THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. GROUNDING RISER DIAGRAM 12. ALL GROUNDING SHALL COMPLY WITH THE MOST-RECENT REQUIREMENTS OF NEC ARTICLES 250 AND 810. E-2 NOT TO SCALE 13. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 14. IF USED EXTERIOR GROUNDING RING SHALL BE BURIED TO MINIMUM DEPTH OF V-6" BELOW FINISH GRADE TO TOP.ELECTRIC METER GROUND EXCEPTED. NOTES, THIS DOCUMENT HAS BEEN PREPARED FOR A 16. UNLESS OTHERWISE NOTED,GROUNDING CONDUCTORS SHALL BE, 24'k 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT A. BETWEEN EXTERIOR ITEMS S BARS:#2 SOLID,TINNED,COPPER IF THIS DOCUMENT DOES NOT CONTAIN THE B. BETWEEN ANTENNA GROUND KITS 8 BARS:#2 GREEN STRANDED RAISED SEA OF THE UNDERSIGNED INSPECTION WINDOW PROFESSIONAL,IT IS NOT A VALID DOCUMENT REQUIRED FOR ALL INTERIOR 16. GROUNDING CONDUCTORS LARGER THAN#6 SHALL HAVE A MINIMUM BENDING RADIUS AND NO LIABILITY IS ASSUMED FOR THE TWO-HOLE CONNECTORS OF 12"GROUNDING CONDUCTORS#6 AND SMALLER SHALL HAVE A MINIMUM BENDING INFORMATION SHOWN HEREON. GROUND TO BASE CABINETS,REMOTE BUTT CONDUCTOR RADIUS OF 8". THESE DOCUMENTS ARE CONFIDENTIAL AND RADIO HEADS CABLE GROUND KITS,ETC. EXTERNAL TOOTHED INSULATION UP AGAINST THE CONNECTOR BARREL ARE THE SOLE PROPERTY OF SPRINT AND 1/4°TIN PLATED 3/8°OXt 1/2° 17. GROUND SYSTEM SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 6 OHMS OR MAY NOT BE REPRODUCED,DISSEMINATED COPPER GROUND LESS. OR REDISTRIBUTED WITHOUT THE EXPRESS BAR FURNISHED BY TWO HOLE SPADE,TO S/S NUT COLD SHRINK OR SUBMIT AN INDEPENDENT FALL OF POTENTIAL TEST REPORT. WRITTEN CONSENT OF SPRINT COMPANY BE USED TO CONNECT APPROVED EQUAL TO GROUND BAR 18. NOTIFY SPRINT PROJECT MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING S/S LOCK GROUNDING SYSTEM DUE TO SITE SOIURESISTANCE CONDITIONS. 00010 WASHER MATTITUCK 1" MIN 19. ALL CONNECTIONS EXTERIOR TO BTS EQUIPMENT CABINETS SHALL BE CADWELDED ALL O O O O O O O O O S/S FLAT INTERIOR CONNECTIONS SHALL BE EITHER CADWELDED OR HEXAGONAL COMPRESSION NY33XC688 WASHER CRIMP,UNLESS OTHERWISE NOTED.ALL MECHANICAL CONNECTIONS UTILIZING BOLTS Q SHALL BE MADE WITH TWO HOLE,LONG BARREL LUGS AND STAINLESS STEEL ELIJAH'S LANE LABEL HARDWARE.APPLY ANTI-OXIDANT AT ALL MECHANICAL CONNECTIONS. BOND TO BURIED INSTALL 2ND LEAD TO APPLY NO-OX 20. THE FOLLOWING LIST SHALL BE CONNECTED TO THE NEW GROUNDING SYSTEM(WHERE MATTITUCK, iNY 11952 GROUND RING,TOWER BURIED GROUND RING 1 4" MIN APPLICABLE&WITHOUT LIMITATION): SUFFOLK COUNTY OR EQUIPMENT AT TOWER BOTTOM GROUND BAR GROUND BAR S/S FLAT GROUND BAR COLD SHRINK OR A. ALL EQUIPMENT CABINETS NOTES WASHER APPROVED EQUAL B. EXTERIOR CABLE TRAY SYSTEM GROUNDING DETAILS AND 1.APPLY NO-OX TO LUG AND BAR CONTACT SURFACE.DO TINNED COPPER NOT COAT INLINE LUG. GROUNDING BAR C. EQUIPMENT SUPPORT FRAME NOTES 2.IF STOLEN GROUND BARS ARE ENCOUNTERED,CONTACT S/S BOLT(1 OF 2) D. ANTENNA TRANSMISSION CABLES.(2 LOCATIONS EACH) SPRINT CM FOR REPLACEMENT THREADED ROD KIT. E. ANTENNA SUPPORTS DATE. SCALE 01/04/201e AS NOTED 3 GROUNDING CONDUCTOR TO GROUNDING BAR 4 EXTERNAL EQUIPMENT GROUNDING CONNECTION F. PPC CABINET DRAWN BY SHEET# E-2 NOT TO SCALE E-2 NOT TO SCALE G. DC DISTRIBUTION BOX D C CHECKED BY 21. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN P 4 T E-2 ACCORDANCE WITH NEC ARTICLE 820.40(a)6.PROVIDE GROUND JUMPER FROM BONDING BUSHING TO NEAREST BAR USING#2 WIRE AND OZ-GEDNEY TYPE HBLG BUSHINGS. PROJECT# 24381303 • CONSTRUCTION SET Sprint PROJECT: 2.5 REWORK 6580 Spnnt Parkway Overland Park,KS 66251 SITE NAME: MATTITUCK CROWN CASTLE • ® The Foumlo+l•n lor•Wlmtafa Wald ri SITE CASCADE: NY33XC688 I CROWN BUN: 843211 / ORDER 414128 FRENCH 8 PARRELLO a.sS_ola rE:S IBM Route 34.Suke 101•veer,Nm Jame 07718 F IMMIJO n 0•73231299D0 F73231291301 TM SITE ADDRESS: ELIJAH'S LANE SEAL MATTITUCK, NY 11952 SITE TYPE: 107'-6" MONOPOLE z p 96 2 PETER J ISO DATE NEW YORK PROFESSIO LIC NO 079612 SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING SCHEDULE REVISIONS c -- - REV DATE REVISION DESCRIPTION #k APPLICANT: �, � ia ".4 - THIS IS A MODIFICATION TO AN EXISTING UNMANNED DWG DRAWING TILE a w NE o1/17/1e Ism FOR REW IN. TELECOMMUNICATIONS FACILITY T-1 TITLE SHEET 1 02/22/18 I M AS MAL SPRINT VSION 6580 SPRINT PARKWAY • NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS SITE SP-1 CONSTRUCTION SPECIFICATIONS OVERLAND PARK,KS 66251 SP-2 CONSTRUCTION SPECIFICATIONS 1/ • NO WASTE WATER WILL BE GENERATED A7 THIS LOCATION PROPERTY OWNER: A-1 COMPOUND PLAN AND NOTES • APPLICANTS MAINTENANCE CREW(TYPICALLY ON PERSON)WILL MAKE CROWN ATLANTIC COMPANY LLC AN AVERAGE OF ONE TRIP PER`MONTH A-2 ELEVATIONS 560 PINETOWN ROAD,SUITE 316 % FORT WASHINGTON,PA 19034 A-3 ANTENNA AND RRU CONFIGURATION AND DETAILS A-4 CABINET DETAILS AND ANTENNA SCHEDULE TOWER OWNER: s, SCOPE OF WORK A-5 ANTENNA PLUMBING DIAGRAM NOTES r SITE CROWN ATLANTIC COMPANY LLC PROJECT CONSISTS OF REMOVING(6)EXISTING ANTENNAS, E-1 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS THIS DOCUMENT HAS BEEN PREPARED FOR A 650 PINETOWN ROAD,SUITE 316 AND(6)EXISTING COAX CABLES,AND INSTALLING(6) 24'k 36"FORMAT DO NOT SCALE IF PLOTTED FORT WASHINGTON,PA 19034 PROPOSED ANTENNAS,(12)PROPOSED RRH'S,AND(4) E-2 GROUNDING DETAILS AND NOTES ON ANY OTHER FORMAT PROPOSED HYBRID CABLES TO THE EXISTING WIRELESS LATITUDE(NAD83): TELECOMMUNICATIONS FACILITY. IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED N 40'69'57.79°(NAD83) PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE 1 LONGITUDE(NAD83): INFORMATION SHOWN HEREON �'.. W-72'30'40.17"(NAD83) THESE DOCUMENTS ARE CONFIDENTIAL AND rr ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED COUNTY: OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT SUFFOLK COUNTY LOCATION MAP APPLICABLE CODES DIRECTIONS ZONING JURISDICTION: a START:3329 STREET RD,BENSALEM,PA 19020 r 1. HEAD SOUTHEAST. MATTITUCK HAMLET OF MATTITUCK ;'; °� v ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN 2. TURN RIGHT TOWARD PA-132 W. NY.7VXC6SS ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS 3 SLIGHT RIGHT TOWARD PA-132 W. ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE 4. TURN RIGHT ONTO PA•132 W. PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE 6. USE THE RIGHT LANE To TAKE THE RAMP TO I.276 E. ELIJAH'S LANE tp° CODES. 7.6. USE MERGE ONTO I.278 E. THE LEFT T LANES TO TAKE THE NORTH SKIT. MATTITUCK, NY 11952 ' S. KEEP LEFT AT THE FORK,AND MERGE ONTO NJ TPKE. 9. CONTINUE ONTO 1.95/NJ TPKE. 1.INTERNATIONAL BUILDING CODE,2015 EDITION 10. TAKE EXIT 13 FOR INTERSTATE 278 TOWARD ELIZABETH/GOETHALS BR/VERRAZANO BR. SUFFOLK COUNTY 11. KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR 1.278 E/VERRAZANO BR/GOETHALS BRIDGE 'N. 2.INTERNATIONAL MECHANICAL CODE,2015 EDITION . .� sc•ww{1' AND MERGE ONTO I.278 E. �Q 3.ANSI EIA/TIA-222 STRUCTURAL STANDARD 12. KEEP LEFT TO STAY ON 1.278 E. n+,Fk 6- ° 4.NFPA 780-LIGHTNING PROTECTION CODE 13. KEEP LEFT TO STAY ON 1.278 E,FOLLOW SIGNS FOR FINGERBOARD RD/LILY POND AVE. T, S.UNIFORM PLUMBING CODE 14. USE THE LEFT LANE TO TAKE THE EXIT TOWARD BELT PARKWAY E/KENNEDYAIRPORT. 6.NATIONAL ELECTRICAL CODE 16. MERGE ONTO BELT PKWY. mC 16. USE THE LEFT LANES TO TAKE EXIT 25A FOR SOUTHERN STATE PKWY TOWARD TITLE SHEET EASTERN LI. 17. CONTINUE ONTO SOUTHER STATE PKWY. 18. KEEP RIGHT TO STAY ON SOUTHERN STATE PKWY. 19. TAKE EXIT 44E TOWARD MONTAUKWY-27 E. 20. MERGE ONTO SUNRISE HWY SOUTH SERVICE RD. DATE SCALE 21. USE THE LEFT LANE TO TAKE THE 27 E RAMP TO MONTAUK. 01/04/2018 AS NOTED 22. MERGE ONTO NY-27 E.23. TAKE EXIT63N FOR OLD RIVERHEAD ROAD TOWARD RIVERHEAD. DRAWN BY SHEET# 24. MERGE ONTO OLD RIVERHEAD RD. D C 2S. AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO GUOGUE RIVERHEAD RD. CHECKED BY 1 ? � 28. KEEP RIGHT TO CONTINUE ON CROSS RIVER DR. Know where below. 27. TURN RIGHT ONTO MAIN RD. F J T T-1 C8 before you dig. z:. o ST www cc11811 com DESTINATION WILL BE ON THE LEFT. PROJECT# � �"" f--�„_i1„ �•� 90 � e � � F_�-.,°� ELIJAHS LANE,MATTITUCK,NY 11952 24381303 'SECTION 01 100-SCOPE OF WORK 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK REMOTE ELECTRICAL TILT(RET)CABLES:A/E TO e IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF Sprint THE WORK. TESTING. MISCELLANEOUS: SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS,LATEST EDITION,AND INSTALL SPLITTERS,COMBINERS,FILTERS PER RP DATA SHEET,FURNISHED BY SPRINT. PORTIONS THEREOF. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. ANTENNA INSTALLATION: 8580 Sprint Parkway PRECEDENCE: THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE Overland Park,KS 66251 SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES,BUT IS NOT LIMITED TO THE FOLLOWING; INSTRUCTIONS SUPPLIED BY THE MANUFACTURER.ANTENNA HEIGHT,AZIMUTH,AND FEED WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. CONSTRUCTION DRAWINGS,INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE CROWN PRECEDENCE. 1. AZIMUTH,DOWNTILT,AGL FROM SUNSIGHT INSTRUMENTS-ANTENNA ALIGNMENT TOOL A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE (AAT) BOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN CASTLE SITE FAMILIARITY: 1 DEGREE. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT 2. SWEEP AND FIBER TESTS DOCUMENTS,FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. B. ANTENNA MOUNTING REQUIREMENTS:PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED TMF° daU,nrer,Will-woad 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED ON THE DRAWINGS. ON-SITE SUPERVISION: EQUIPMENT THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR HYBRID CABLE INSTALLATION: CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES IN ACCORDANCE 4. ALL AVAILABLE JURISDICTIONAL PERMITAND OCCUPANCY INFORMATION A. THE CONTRACTOR SHALL ROUTE,TEST,AND INSTALL ALL CABLES AS INDICATED ON THE WITH THE CONTRACT DOCUMENTS. CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S 5. POP SCAN OF REDLINES PRODUCED IN FIELD RECOMMENDATIONS. FP^z� DRAWINGS,SPECIFICATIONS AND DETAILS REQUIRED ATJOBSITE: 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS-BUILT DRAWING FRENCH&PARREI.1 THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS PRODUCTION B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURERS —ASSOCIATES AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. SPECIFICATIONS FOR BENDING RADII. 1800 Ram 34,Babe 101•VdaL New Jerm1107718 A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.PROVIDE ALL MATERIALS AND LABOR AS 7. LIEN WAIVERS C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND °732312 5800 7823129807 REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM.MODIFICATIONS MAY BE 8. FINAL PAYMENT APPLICATION INSTALLATION. SEAL of: NEW TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 9. REQUIRED FINAL CONSTRUCTION PHOTOS 1. FASTENING MAIN HYBRID CABLES:ALL CABLES SHALL BE INSTALLED INSIDE MONOPOLE WITH QIG� Rom B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS TO PROCEEDING WITH THE WORK.DIMENSIONSSHOWH ARE TO FINISH SURFACES UNLESS LESS 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS CABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER. 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE(MEDUSA), NOTED OTHERWISE.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA WITHIN THE MMSS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: 1 Cta CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. (SPRINTS DOCUMENT REPOSITORY OF RECORD). W_ a. FIBER:SUPPORT FIBER BUNDLES USING C. MARK THE FIELD SET OF DRAWINGS IN RED,DOCUMENTING ANY CHANGES FROM THE 'h"VELCRO STRAPS OF THE REQUIRED LENGTH u CONSTRUCTION DOCUMENTS. 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST:SPRINT WILL PROVIDE SEPARATE @ 16°OC.STRAPS SHALL BE UV,OIL AND WATER RESISTANT AND SUITABLE FOR GUIDANCE INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL N b. DC:SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH.ZIP TIES TO BE UV p 796AS METHODS OF PROCEDURE(MOPS)FOR CONSTRUCTION:CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN STABILIZED,BLACK NYLON,WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED PETER DATE J. S�s6O BY NELCO PRODUCTS OR EQUAL, New YORN FaoFesso uc No 079412 A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0566 REVISIONS 3. FASTENING JUMPERS:SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING B. CABLE LABELING EN-2012-00 STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. REV. DATE REVISION DESCRIPTION o Or/n/ra rssum C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS 4. CABLE INSTALLATION: r ox/zs/m AS aew w issum As FINAL SECTION 01 200-COMPANY FURNISHED MATERIAL AND EQUIPMENT a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE,NOTIFY THE CONSTRUCTION MANAGER. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. b. CABLE ROUTING:CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS AVOID TWISTING AND CROSSOVERS. PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. c. HOIST CABLE USING PROPER HOISTING GRIPS.DO NOT EXCEED MANUFACTURES CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR RECOMMENDED MAXIMUM BEND RADIUS. CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE NOTES, SECTION 11 700-ANTENNA ASSEMBLY,REMOTE RADIO UNITS AND CABLE THIS DOCUMENT HAS BEEN PREPARED FOR A SECTION 01 300-CELL SITE CONSTRUCTION INSTALLATION 24"A 36"FORMAT DO NOT SCALE IF PLOTTED SUMMARY: ON ANY OTHER FORMAT NOTICE TO PROCEED: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS,RRU'S,AND CABLE EQUIPMENT, IF THIS DOCUMENT DOES NOT CONTAIN THE NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE INSTALLATION,AND TESTING OF COAXIAL FIBER CABLE. RAISED SEA OF THE UNDERSIGNED ISSUANCE OF WORK ORDER. ANTENNAS AND RRU'S: PROFESSIONAL,IT IS NOT A VALID DOCUMENT SITE CLEANLINESS: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE AND IS ASSUMED FOR THE CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND CONSTRUCTION DRAWINGS. INFORRMM LIABILITYATION SHOWN HEREON. TRASH.AT THE COMPLETION OF THE WORK,CONTRACTOR SHALL REMOVE FROM THE SITE ALL THESE DOCUMENTS ARE CONFIDENTIAL AND REMAINING RUBBISH,IMPLEMENTS,TEMPORARY FACILITIES,AND SURPLUS MATERIALS. HYBRID CABLE: ARE THE SOLE PROPERTY OF SPRINT AND HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL MAY NOT BE REPRODUCED,DISSEMINATED BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S OR REDISTRIBUTED WITHOUT THE EXPRESS REQUIREMENTS. WRITTEN CONSENT OF SPRINT SECTION 01 400-SUBMITTALS&TESTS ALTERNATES: JUMPERS AND CONNECTORS: AT THE COMPANY'S REQUEST,ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED FURNISH AND INSTALL 1/2°COAX JUMPER CABLES BETWEEN THE RRUS AND ANTENNAS.JUMPERS MATTITUCK SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL SPRINT WILL REVIEW SHALL BE TYPE LDF 4,FLC 12.50,CR 540,OR FXL 540.SUPER-FLEX CABLES ARE NOT ACCEPTABLE. AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 CONSIDERED, INCH FOAM DIELECTRIC,OUTDOOR RATED COAXIAL CABLE,MIN LENGTH FOR JUMPER SHALL BE NY33XC688 TESTS AND INSPECTIONS: ELIJAH'S LANE A PROJECT CONTRACTOR DOCUMENTATION.SHALL A BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS,INSPECTIONS AND MATTITUCK, NY 11952 B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SUFFFOLK COUNTY 1. COAX SWEEPS AND FIBER TESTS PER TS-0200(LATEST REVISION)ANTENNA LINE ACCEPTANCE STANDARDS. CONSTRUCTION 2. AGL,AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA SPECIFICATIONS USING A COMMERCIAL MADE-FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT).INSTALLED AZIMUTH,CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA DATE: SCALE. 01/04/2018 AS NOTED DRAWN BY SHEET#. DC CHECKED BY:PJT. SP-11 PROJECT# 24381303 CONTINUE FROM SP-1 SUPPORTING DEVICES: HUBS AND BOXES:S. GROUNDING OF TRANSMISSION LINES:ALL TRANSMISSION LINES SHALL BE GROUNDED AS A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS:SUBJECT TO COMPLIANCE WITH A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS Sprint INDICATED ON DRAWINGS. REQUIREMENTS,PROVIDE PRODUCTS 13Y THE FOLLOWING: PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED.HUB SHALL INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL.PROVIDE IMPACT RESISTANT 105 DEGREE C 6580 Sprint Parkway S. HYBRID CABLE COLOR CODING:ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 1. ALLIED TUBE AND CONDUIT PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. Overland Park,KS 66251 (LATEST REVISION). 2. B-LINE SYSTEM B. CABLE TERMINATION FITTINGS FOR CONDUIT 7. HYBRID CABLE LABELING:INDIVIDUAL HYBRID AND OC BUNDLES SHALL BE LABELED CROWN ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE-EN 3. UNISTRUT DIVERSIFIED PRODUCTS 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O,ZJGEDNEY OR EQUAL N 2012-001,REV 1 BY ROXTEC.4. THOMAS&BETTS CASTLE WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO-CL2075;OR MADE FOR THE PURPOSE ic C%moo B. FASTENERS:TYPES,MATERIALS,AND CONSTRUCTION FEATURES AS FOLLOWS: PRODUCTS BY ROXTEC. The NmdWoo ro.o Wimlo°swoda. A. ALL FIBER&COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. 1. EXPANSION ANCHORS:CARBON STEEL WEDGE OR SLEEVE TYPE. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY,HEAVY DUTY,WEATHERPROOF,DUST PROOF,WITH GASKET,PLATED IRON ALLOY COVER B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS.ALL INSTALLATIONS MUST BE 2• POWER-DRIVEN THREADED STUDS:HEAT-TREATED STEEL,DESIGNED SPECIFICALLY FOR AND STAINLESS STEEL COVER SCREWS,CROUSE-HINDS WAS SERIES OR EQUAL DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST THE INTENDED SERVICE. PRACTICES. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. FP^z� 1. COLD SHRINK ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE PROVIDE CROUSE-HINDS FORM 8 OR EQUAL FRENCH&PARRELLO 4 . WRAP OF 2"ELECTRICAL TAPE EXTENDING 2"BEYOND TUBING.PROVIDE 3M COLD SHRINK . TOGGLE BOLTS ON HOLLOW MASONRY UNITS ASSOCIATES CXS SERIES OR EQUAL. E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMA SQUARE°D°,GROUSE-HINDS, 1800 Ro14e 34,S11ite 101°V�Now 07718 S. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. COOPER,ADALET,APPLETON,0.Z GEDNEY,RACO,OR APPROVED D EQUAL. Or 7323121800 f 732312980'1 2. SELF-AMALGAMATING TAPE:CLEAN SURFACES.APPLY A DOUBLE WRAP OF 6. MACHINE SCREWS,WELDED THREADED STUDS,OR SPRING-TENSION CLAMPS ON STEEL SEAL. SELF-AMALGAMATING TAPE 2"BEYOND CONNECTOR.APPLY A SECOND WRAP OF OF SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION.APPLY DOUBLE WRAP OF 2"WIDE ELECTRICAL TAPE EXTENDING 2°BEYOND THE SELF-AMALGAMATING TAPE. 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. SUPPLEMENTAL GROUNDING SYSTEM �P ER Tq 0'Q 3. 3M SLIM LOCK CLOSURE 716:SUBSTITUTIONS WILL NOT BE ALLOWED. S. DO NOT WELD CONDUIT,PIPE STRAPS,OR ITEMS OTHER THAN THREADED STUDS TO STEEL A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON STRUCTURES. THE DRAWINGS.SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE GROMMETS.GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE,SIZES AS INDICATED �tR 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION,USE SHEET METAL SCREWS. ON THE DRAWINGS.PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORSuj {— SECTION 11 800-INSTALLATION OF MULTIMODAL BASE STATIONS(MMBS)AND EXCEPTED AS OTHERWISE NOTED, w RELATED EQUIPMENT B. SUPPLEMENTAL GROUNDING SYSTEM:ALL CONNECTIONS TO BE MADE WITH CAD WELDS, cP SUPPORTING DEVICES: EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY A 796 Z MANUFACTURER;AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. SUMMARY: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PETER J. Spy6O DATE PERMANENTLY IN ACCORDANCE WITH NEC. C. STOLEN GROUND-BARS:IN THE EVENT OF STOLEN GROUND BARS,CONTACT SPRINT CM FOR NEW YORK PROFESSO U0.No 079612 A THIS SECTION SPECIFIES MMBS CABINETS,POWER CABINETS,AND INTERNAL EQUIPMENT REPLACEMENT INSTRUCTION USING THREADED ROD KITS. INCLUDING BY NOT LIMITED TO RECTIFIERS,POWER DISTRIBUTION UNITS,BASE BAND UNITS, B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. REVISIONS SURGE ARRESTORS,BATTERIES,AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR(OFCI). C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS,FASTEN ELECTRICAL ITEMS AND THEIR EXISTING STRUCTURE: REV. DATE REVISION DESCRIPTION SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: 0— 01/17/16 ISSUED FOR RENEW B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS,RECEPTACLES,SWITCHES,DEVICES, 1 m/22/18 iswm As flNAI LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 26 PERCENT OF THE BOXES,AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. PROOF TEST LOAD. SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE WALL,CEILING,OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE.WALL,CEILING,OR FLOOR SHALL BE PATCHED TO MATCH THE C. COMPLY WITH MANUFACTURERS INSTALLATION AND STARTUP REQUIREMENTS E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS. ADJACENT CONSTRUCTION. DC CIRCUIT BREAKER LABELING CONDUIT AND CONDUCTOR INSTALLATION: A NEW DC CIRCUIT IS REQUIRED IN MMBS CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRU ELECTRICAL IDENTIFICATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS BEING SERVICED AND HANGERS.EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET,INSIDE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE,MAINTAIN CLOSE PROXIMITY TO DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE NOTES SECTION 26100-BASIC ELECTRICAL REQUIREMENTS B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY INSTALLED IN A NEAT AND WORKMANLIKE MANNER,PARALLEL AND PERPENDICULAR TO IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE FISHED TO CLEAR THIS DOCUMENT HAS BEEN PREPARED FOR A SUMMARY: OBSTRUCTIONS.ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, 24"x 36 FORMAT DO NOT SCALE IF PLOTTED THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. PLASTER OR DIRT FROM ENTERING.CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY ON ANY OTHER FORMAT SECTION 26 200-ELECTRICAL MATERIALS AND EQUIPMENT GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE, IF THIS DOCUMENT DOES NOT CONTAIN THE QUALITY ASSURANCE: CONDUIT: RAISED SEA OF THE UNDERSIGNED B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. PROFESSIONAL,IT IS NOT A VALID DOCUMENT A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE A. RIGID GALVANIZED STEEL(RGS)CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE AND NO LIABILITY IS ASSUMED FOR THE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. INFORMATION SHOWN HEREON RIGID CONDUIT AND FITTINGS SHALL BE STEEL,COATED WITH ZINC EXTERIOR AND INTERIOR BY THESE DOCUMENTS ARE CONFIDENTIAL AND B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THE HOT DIP GALVANIZING PROCESS.CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE C80.1,FEDERAL SPECIFICATION W W-C-581 AND SHALL BE LISTED WITH THE UNDERWRITERS' ARE THE SOLE PROPERTY OF SPRINT AND FOR THIS PROJECT. LABORATORIES.FITTINGS SHALL BE THREADED-SET SCREW OR COMPRESSION FITTINGS WILL MAY NOT BE REPRODUCED,DISSEMINATED NOT BE ACCEPTABLE.RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED,REPUBLIC OR OR REDISTRIBUTED WITHOUT THE EXPRESS C. MATERIALS AND EQUIPMENT:ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE WHEATLAND. WRITTEN CONSENT OF SPRINT. SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE(PVC)SUITABLE FOR DIRECT BURIAL AS APPLICABLE.JOINTS SHALL BE BELLED,AND FLUSH SOLVENT WELDED IN MATTITUCK ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.CONDUIT SHALL BE CARBON ELECTRICAL SUPPORTING DEVICES: PRODUCTS OR APPROVED EQUAL. NY33XC688 A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE C. TRANSITIONS BETWEEN PVC AND RIGID(RGS)SHALL BE MADE WITH PVC COATED METALLIC ELIJAH'S LANE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. LONG SWEEP RADIUS ELBOWS. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN MATTITUCK, NY 11952 THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE WALLS AND CEILINGS.EMT SHALL BE MILD STEEL,ELECTRICALLY WELDED, FOR THIS PROJECT. ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION SUFFOLK COUNTY C. MATERIALS AND EQUIPMENT: C80.3,FEDERAL SPECIFICATION W W-C.563,AND SHALL BE UL LISTED.EMT SHALL BE ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE MANUFACTURED BY ALLIED,REPUBLIC OR WHEATLAND,OR APPROVED EQUAL.FITTINGS SHALL BE METALLIC COMPRESSION.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO CONSTRUCTION EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS,MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. SPECIFICATIONS MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET.LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC.MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL,ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE,OR APPROVED EQUAL DATE* SCALE, 01/04/2018 AS NOTED F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH(21MM). DRAWN BY' SHEET# DC CHECKED BY PJT SP-2 PROJECT# 247&1303 EXISTING T-MOBILE SITE NOTES EQUIPMENT PAD 1. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS,TAX MAPS, Sprint® AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE F-x—x—x—X—x—x—x—X—X—X—x—X— --X—x BOUNDARYSURVEY EXISTING UTILITY Pe x ANTENNA PLAN x FRAME (TYP) 2 THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND 1S 6580 Sprint Parkway SEE 1/A-3&2/A-3 I SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD Overland Park,KS 66251 EXISTING VAULT EXISTING 107'-6" 3 THE HORIZONTAL DATUM(COORDINATES)ARE IN TERMS OF THE NORTH 0 AMERICAN DATUM OF 1983(NAD 83).THE VERTICAL DATUM(ELEVATIONS)ARE ®a fl/A�Z I MONOPOLE / `I ©❑ I' IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88) V Y N EQUIPMENT PLAN. CASTLE x I x�SEE 2/A-1 AND 3lA-1 4. NO NOISE,SMOKE,DUST,OR ODOR WILL RESULT FROM THIS FACILITY EXISTING ICE BRIDGE (TYP) I I 5 THE FACILITY IS UNMANNED AND NOT FOR HUAN HABITATION (THERE IS NO Th"FwMallon/ateW,eessWMd EXISTING AT&T x x HANDICAP ACCESS REQUIRED) EQUIPMENT SHELTER 6. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR �x SANITARY SERVICE x 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OR ANY TYPE FRENCH&PARRELLO x 8 THE PROPOSED DEVELOPMENT DOES NTO INCLUDE OUTDOOR STORGE OR ASSOCIATES EXISTING AT&T ANY SOLID WASTE RECEPTACLES 1BMRoumcr�.S2 P7 Wall. t32 2980�7 0T719 x x GENERATOR PAD GENERAL NOTES SEAL OF NEw ro x I 1 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, g Q�RrGR j• EXISTING CHAINLINK ORDINANCES,LAWS AND REGULATIONS OF ALL MUNICIPALITIES,UTILITIES FENCE (TYP) COMPANY OR OTHER PUBLIC AUTHORITIES x x 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS � EXISTING UTILITY AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL,STATE, UJ of PAD EXISTING UTILITY COUNTY OR MUNICIPAL AUTHORITIES ty FRAME x 3 THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER,IN EXISTING VERIZON WRITING,OF ANY CONFLICTS,ERRORS OR OMISSIONS PRIOR TO THE A 79612 (G x WIRELESS SHELTER SUBMISSION OF BIDS OR PERFORMANCE OF WORK,MINOR OMISSIONS OR x ERRORS IN THE BID PROJECT IN ACCORDANCE WITH THE OVERALL INTENT OF PETER JP'/� + Zws DATE R.N. OE u N /—x—x—x—x—x—x THESE DRAWINGS NEW TORK o 079612 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING REVISIONS EXISTING DOUBLES/ \ EXISTING WALL SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION THE REV DATE REVISION DESCRIPTION ACCESS GATE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF THE 0 01/17/1a ISSUED FOR REVIEW CONSTRUCTION OF THIS FACILITY I 02/22/18 ISSUED AS FINAL 1 COMPOUND PLAN 5 THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL A-1 SCALE: 1/8" = 1'-0" MATERIALS,EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT GRAPHIC SCALE ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS 8 0 4 8 16 32 6 THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A {IN FEET) BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE 1/8 INCH 1 FOOT WITH THE CONTRACT DOCUMENTS. 7 POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER PROPOSED RECTIFIER SHELF PROPOSED 2.5 EQUIPMENT TO BE 8. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF NOTES TO BE INSTALLED INSIDE INSTALLED IN EXISTING MMBTS ENGINEERING PRIOR TO INSTALLATION EXISTING MMBTS CABINET THIS DOCUMENT HAS BEEN PREPARED FOR A CABINET(INCLUDING BUT NOT 9 TRANSMITTER AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA/EIA 222-G 24"x 36"FORMAT DO NOT SCALE IF PLOTTED EXISTING DC EXISTING DC LIMITED TO BASE BAND UNIT, REQUIREMENTS ON ANY OTHER FORMAT DISTRIBUTION AND FIBER DISTRIBUTION AND FIBER CELL SITE ROUTER,SURGE MANAGEMENT BOX EXISTING SPRINT MANAGEMENT BOX ARRESTORS AND POWER AND IF THIS DOCUMENT DOES NOT CONTAIN THE BTS CABINET FIBER CONNECTIONS tO.ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPPED GALVANIZED STEEL RAISED SEA OF THE UNDERSIGNED EXISTING SPRINT EXISTING SPRINT PROFESSIONAL,IT IS NOT A VALID DOCUMENT RRH MOUNTED ON 11 CONTRACTOR SHALL MAKE A UTILITY"ONE CALL"TO LOCATE ALL UTILITIES EXISTING SPRINT RRH MOUNTED ON PRIOR TO EXCAVATING AND NO LIABILITY IS ASSUMED FOR THE UNISTRUT FRAME BATTERY CABINET UNISTRUT FRAME INFORMATION SHOWN HEREON (TYP OF 3) (TYP OF 3) (4)PROPOSED BATTERIES TO 12 IF ANY PIPING EXISTS BENEATH THE SITE AREA,CONTRACTOR MUST LOCATE THESE DOCUMENTS ARE CONFIDENTIAL AND BE INSTALLED IN EXISTING IT AND CONTACT OWNERS REPRESENTATIVE. ARE THE SOLE PROPERTY OF SPRINT AND EXISTING EXISTING BATTERY RACK IF REQUIRED 13 A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT MAY NOT BE REPRODUCED,DISSEMINATED SPRINT ICE SPRINT ICE (20 BATTERIES REQUIRED OR REDISTRIBUTED WITHOUT THE EXPRESS BRIDGE BRIDGE MINIMUM) TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE WRITTEN CONSENT OF SPRINT AND ITS COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT THE EXISTING SPRINT EXISTING SPRINT APPURTENANCES PRIOR TO THE INSTALLATION OF THE PROPOSED COVERED EQUIPMENT COVERED EQUIPMENT EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE,THE OWNER'S PLATFORM PLATFORM AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED MATTITUCK PROFESSIONAL ENGINEER EXISTING (6) BEOAX CABLES TO NY33XC688 REMOVED PROPOSED SPRINT(4)1-1/4"0 ELIJAH'S LANE FEEFOLLOWEEMSTING CABLE ROUTING O 1 NY 11952 MATTITUCK RRH LOCATION SUFFOLK COUNTY EXISTING SPRINT EXISTING SPRINT PPC CABINET PPC CABINET STRUCTURAL NOTE: COMPOUND PLAN AND A STRUCTURAL ANALYSIS OF THE EXISTING NOTES TOWER SHALL BE PERFORMED TO CONFIRM K-2 EXISTING EQUIPMENT PLAN PROPOSED EQUIPMENT PLAN ADEQUACY PRIOR TO INSTALLATION OF NEW A-1 SCALE: 1/4" = 1'-0" A-1 SCALE: 1/4" = 1'-0" ANTENNAS AND CABLING. DATE* SCALE. 01/04/2018 AS NOTED GRAPHIC SCALE GRAPHIC SCALE a o 2 a e 16 4 0 2 4 8 16 CONTRACTOR TO VERIFY CONDITIONS OF THE DRAWN BY SHEET# EXISTING WIRELESS INSTALLATION PRIOR TO DC MODIFICATIONS. IF THE CONDITIONS ARE NOT CHECKED BY (IN FEET) (IN FEET) AS PER THE ORIGINAL INSTALLATION OR THE /� r' 1/41NCH- 1 FOOT 1/41NCH-1 FOOT SUPPORTING STRUCTURE HAS DETERIORATED, P J T. A_1 THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. PROJECT# 24381303 Sprint jr 6580 Sprint Parkway Overland Park,KS 66251 NEW SPRINT LOW PROFILE PLATFORM SITE PR01 PART# MC-PAI2L-B WITH HAND RAIL KIT CROWN SITE PR01 PART#MT 1 96-12 EXISTING T-ARM MOUNTS cc CASTLE (TYP. OF 1 PER SECTOR, T"F..bd.fern W.I.,Mdd TIP OF LIGHTNING ROD TOTAL OF 3) TO BE REMOVED TIP OF LIGHTNING ROD ELEV=t115'-6" AGL ELEV.=t115'-6" AGL OF EXISTING SPRINT ANTENNAS TOP OF EXISTING TOWER OFPROPOSEDSPRINTPCS TOP OF EXISTING TOWER EL =t108'-0" AGL ELEV=t106'-O" AGL ELEV.=±1W4r AGL ELEV.=f106'-0" AGL FRENCH&PARRELLO NEW SPRINT PANEL ANTENNA ASSOCIATES OTAL EXISTING SPRINT ANTENNAS OF6)ANDNERSPRINT RH(T IBM ROtas34.Sift I -%MANW.W_ 0"18 OF EXISTING ANTENNAS (BY OTHERS) OF 6)AND NEW SPRINT RRH(TYP, a-7329129B00 P7323129801 (TYP. OF 2 PER SECTOR, OF EXISTING ANTENNAS (BY OTHERS) OF 4 PER SECTOR,TOTAL OF 12) ELEV.=t98'-0" AGL SEAL' ELEV=t98'-0" AGL TOTAL OF 6) TO BE REMOVED A3 4-3 A-3 A63 Q� OR U AR y0,p WA 3 A-3 r W- W � OF EXISTING ANTENNAS (BY OTHERS) OF EXISTING ANTENNAS (BY OTHERS) ELEV.=t78'-O" AGL ELEV.=t78'-0" AGL A 96 Z PETER J. DATE NEW YORK PROFESSIO 11C.NO O79612 REVISIONS REV DATE REVISION DESCRIPTION 0 01/17/18 6S11EO FOR REVIEW OF EXISTING ANTENNAS (BY OTHERS) OF EXISTING ANTENNAS (BY OTHERS) 1 02/22/18 c M As FwK ELEV.=t61'-0" AGL ELEV.=t61'-0" AGL PROPOSED SPRINT(4)1-1/4°0 FEEDLINES (±168)ROUTED TO FOLLOW EXISTING CABLE ROUTING TO RRH LOCATION. EXISTING FEEDLINES TO BE REMOVED. NOTES EXISTING 107'-6" EXISTING 107'-6" THIS DOCUMENT HAS BEEN PREPARED FORA MONOPOLE MONOPOLE 24'k 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT MATTITUCK NY33XC688 ELIJAH'S LANE GRAD E EV.E t0'-O" AGL NOTE. GRADE ELEV,=f0'-O" AGL MATTITUCK, NY 11952 ANTENNA BY OTHERS NOT SUFFOLK COUNTY SHOWN FOR CLARITY STRUCTURAL 1 EXISTING TOWER ELEVATION 2 PROPOSED TOWER ELEVATION lllL NOTE: M2 SCALE: 1/8" = 1'-O" A STRUCTURAL ANALYSIS OF THE EXISTING A-2 SCALE: 1/8" = 1'-0" GRAPHIC SCALE TOWER SHALL BE PERFORMED TO CONFIRM GRAPHIC SCALE ELEVATIONS 8 0 4 8 16 32 ADEQUACY PRIOR TO INSTALLATION OF NEW 8 0 4 8 16 32 ANTENNAS AND CABLING. (IN FEET) - (IN FEET) DATE SCALE 1/8 INCH e 1 FOOT CONTRACTOR TO VERIFY CONDITIONS OF THE 1/8 INCH- 1 FOOT 01/04/2018 AS NOTED EXISTING WIRELESS INSTALLATION PRIOR TO MODIFICATIONS. IF THE CONDITIONS ARE NOT DRAWN BY SHEET# NOTE. AS PER THE ORIGINAL INSTALLATION OR THE DC ANTENNA BY OTHERS NOT SUPPORTING STRUCTURE HAS DETERIORATED, CHECKED BY' PJT. SHOWN FOR CLARITY. THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. A-2 PROJECT# 2438 1303 = EXISTING T-ARM MOUNTS a (TYP. OF 1 PER SECTOR, qp Spri o fxr 0 o TOTAL OF 3) TO BE REMOVED wFOTSF -- 65BO Sprint Parkway on V) O,pa Overland Park,KS 66251 w EXISTING SPRINT ANTENNAS (TYP. OF 2 PER SECTOR, TOTAL OF 6) TO BE REMOVED CROWN NEWSPRINT PANEL ANTENNAJL CASTLE EXISTING 107'-6" ON EXISTING MOUNT(TYP.OF MONOPOLE 2 PER SECTOR,TOTAL OF 6). cc NEW SPRINT RRH ON NEW Tho Fou.Motlon la o Wlrelnsa World O MOUNT(TYP.OF 4 PER 3 4 ry SECTOR,TOTAL OF 12) A-3 A3 z EXISTING 107'-6" r5 6 7 z MONOPOLE A3 A3 A-3 < pp^z� o 8TOPO"" FRENCH�°.PARRELLO 3fCT0�>;CPyq ASSOCIATES O IBM Route 34.Suke 101•Wat New Jet'eey 07719 v73291298M t 732 312 9801 Sic�Rc eFr SEAL (�o)F NEC, /20 q C Q��ER J.T-q O�'� !El F Zur S NEW SPRINT LOW PROFILE PLATFORM SITE PR01 PART# cQ A 96 2 MC-PAI2L-B WITH HAND RAIL KIT TER J DATE SITE PR01 PART#MT-19S12 p NO Peer YORK RO uo.no 079e12 OQ U REVISIONS Q� RNOTES REVISION DESCRIPTION WM FOR RENEW 0 AS MAL EXISTING ANTENNA CONFIGURATION 2 FINAL ANTENNA CONFIGURATION A-3 SCALE: 1/2" = 1'-O" A-3 SCALE: 1/2" = 1'-0" GRAPHIC SCALE GRAPHIC SCALE z o 1 2 a 8 2 o t z a 8 (IN FEET) (IN FEET) 1/2 INCH m 1 FOOT 1/2 INCH m I FOOT MIN 2 5"DIAL SCHEDULE 40 GALVANIZED MOUNTING PROPOSED RRU MOUNTING KIT -'; •'." -'','' PIPE (SPR13MWO27IA1 OR APPROVED EQUAL) -.F-WIDTH-t--- f'--��DEPTH DEPTH}- �WIDTH� =';'- '•.;"�'' �s� THIS DOCUMENT HAS BEEN PREPARED FOR A 24"x 36"FORMAT DO NOT SCALE IF PLOTTED PROPOSED ANTENNA PROPOSED2.5 GRZ RRU e ON ANY OTHER FORMAT MOUNTING BRACKET (Typ) o IF THIS DOCUMENT DOES NOT CONTAIN THE PROPOSED CABLES FROM o RAISED SEA OF THE UNDERSIGNED BREAKOUT CYLINDER TO RRU'S o _? PROFESSIONAL,IT IS NOT VALID DOCUMENT ' o " AND NO LIABILITY IS ASSUMED FOR THE PROPOSED SST STANDARD o INFORMATION SHOWN HEREON. HANGER PER MANUFACTURERS e ' SPECIFICATION w _ THESE DOCUMENTS ARE CONFIDENTIAL AND NOTES' ARE THE SOLE PROPERTY OF SPRINT AND _ o TX CONFIG.2x50 MAY NOT BE REPRODUCED,DISSEMINATED PROPOSED BREAKOUT CYLINDER a WEIGHT 60 LBS OR REDISTRIBUTED WITHOUT THE EXPRESS z o VOLUIME'49 LITERS WRITTEN CONSENT OF SPRINT PROPOSED RISER CABLE J o DIMENSIONS HxWxD 19 4'k12 9'k10 T' 6 800 MHZ 2x50W RRH DETAIL A-3 NOT TO SCALE MATTITUCK SIDE VIEW FRONT VIEW``-'�•...,,� NY33XC688 PROPOSED 25MHze ELIJAH'S LANE ANTENNA 4 I J. a 3 NOTE MATTITUCK NY 11952 COMPLY WITH MANUFACTURERS INSTRUCTIONS t TO ENSURE THAT ALL RRU'S RECEIVE M ELECTRICAL POWER WITHIN 24 HOURS OF BEING 0 •®• �D _ SUFFOLK COUNTY FRO VIEW SIDE VIEW REMOVED FROM THE MANUFACTURER'S `` PACKAGING DO NOT OPEN RRU PACKAGES IN PROPOSED 11W M.I.RRU 63 THE RAIN ANTENNA MODEL DIMENSIONAL DETAILS BOTTOM VIEW ANTENNA AND RRU PROPOSED 11Z MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT HARDLINE COAX CONFIGURATION AND JUMPER FROM FILTER RRU MODEL DIMENSIONAL DETAILS TO ANTENNA DT465B-2KR COMMSCOPE 82" 71W 138' S8 L8& ) VOTEP•OOSED RRU SHALL BE MOUNTED BEHIND PROPOSED RET CABLE ANTENNA MODEL DIMENSIONAL DETAILS MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT DETAILS PRO POSED ANTENNA WHENEVER POSSIBLE IF TD-RRH8X20-25 ALU 67• 261" 186' 70 Les DATE; SCALE THERE IS NOT ENOUGH ROOM TO MOUNT MODEL MANUFACTURER DEPTH LENGTH WIDTH NOTES 01/04/2018 WEIGHT PROPOSED RRU BEHIND PROPOSED ANTENNA, TXCONFIG 4x45 AS NOTED THEN PROPOSED RRU SHALL BE MOUNTED ON CLOSEST AVAILABLE MOUNTING PIPE APXVSPPI8-C-A20 PIPS 7 T 72 0• tt e^ ez LBs WEIGHT.44.09 LBS DRAWN BY SHEET# VOLUME 49 LITERS DC DIMENSIONS HxWxD2165"x12,99"x689" 3 _ 4 2.5 ANTENNA DETAIL 5 2.5 RRU DETAIL 7 CHECKED By, ANTENNA AND RRU MOUNTING _DETAIL 1900 MHZ 4x45W-65 RRH PJT A_3 A-3 NOT TO SCALE A-3 NOT TO SCALE llt3 NOT TO SCALE L NOT TO SCALE PROJECT# 243E 1303 Sprint x** 6580 Spnnt Parkway Overland Park,KS 66251 CROWN kwolo CASTLE maF—da6nn faro WWo:s Wodd FP^Z�� FRENCH rm PARRELLO ASSOCIATES 1800 Fimr�3q 6a11�101•Wd,Flew Jersey 07719 a7828129800 f7W31298M Ste, OF NEW J.rqR p�.�� ANTENNA INFORMATION AND BILL OF MATERIALS W ITEM SECTOR DESCRIPTION QTY I DIMENSIONS PART/MODEL# AZIMUTH RAO CENTER 1 2 5 GHz ANTENNA 1 71.9"x13.8"x8.2" COMMSCOPE DT465B-2XR 320' 109-01, .� 96 2 2 2.5GHzANTENNA 1 72.0"x11.8"x7.9" RFSAPXVSPPI8-C-A20 320' 108'-0" PETER J �$R51`Ji DATE NEW TORK PROFESSIO LIC.NO W9612 3 ALPHA 2.5 GHz RRH 1 25.4"x17.5"x5.7" TD-RRH8x20-25 N/A N/A 4 1900 MHz RRH 1 25.1"x11 1"x11.4" 1900MHt RRH(65W) N/A N/A REVISIONS 5 800 MHz RRH 2 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A F DATE REVISION DESCRIPTION01/17/18 ISSUED FOR RENEW 0Y/23/16 ISSUED AS RNRL 6 2.5GHzANTENNA 1 71.9"x13.8"x8.2" COMMSCOPEDT465B-2XR 110' 1081-U, 7 25 GHz ANTENNA 1 72.0"x11.8x7.9" RFSAPXVSPPI8-C-A20 110' 8 BETA 2.5 GHz RRH 1 25A'x17.511x5.7" TD-RRH8x20-25 N/A N/A 9 1900 MHz RRH 1 25.1"x11.1"x11.4" 1900MHz RRH(65W) N/A N/A 10 800 MHz RRH ` 2 19.7"x13.9"x10.8" 800MHz 2X50W RRH N/A N/A 11 2.5GHzANTENNA 1 71.9"x13.8"x8.2" COMMSCOPE DT465B-2XR 210" 108'-0" 12 2.5GHzANTENNA 1 72.0"A1.8"x7.9" RFSAPXVSPPI8-C-A20 210' 108'-01, 13 GAMMA 2.5 GHz RRH 1 25.4"x17.511x5.7" TD-RRH8x20-25 N/A N/A NOTES 14 1900 MHz RRH 1 251'x11.1"x11.4' 1900MHz RRH(65W) N/A N/A THIS DOCUMENT HAS BEEN PREPARED FOR A 24"x 38"FORMAT DO NOT SCALE IF PLOTTED 15 1800 MHz RRH 2 19.7"x13.0"x10.'8" 800MHz 2X50W RRH N/A N/A ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE 16 1 IFIBER LINE 4 158, HB114-1-0813U4-M51 RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. MATTITUCK NY33XC688 ELIJAH'S LANE MATTITUCK, NY 11952 SUFFOLK COUNTY CABINET DETAILS AND ANTENNA SCHEDULE DATE SCALE, 01/04/2018 AS NOTED DRAWN BY. SHEET# DC CHECKED BY PJT A-4 PROJECT# 24381303 )010'a 87 8R F/II�OVOERl b F3 C�l9E KMW 16 Port Nokia-A RRH 800 1900 and 2500(Scenario 1 44,131,and 631 with 2 5) S print Alcatel-Lucent 3/102014 V50 AlcateFLueenl 311O2014 V5o TiII TitRx2 'TxRz3 TxRx4 TxRx6 YXII<,TxRz7 TxRxB - �, '� 65la Sprint,KS 66y ^r^�t'� �q� ��I Overland Park,KS 66251 i ,_, ; Y',� — '!- �;'-1:•. 4SSS CROWN = I r....-: CASTLE I - - - - - TDa FouMaUon fora Wiratess WorlsL RF s are not installed in numerical onder:Reff ute Iha e'ecttle plulibmg diagram for Installa0on { 1 Ir 'RF - - CALISRATION`c U= DC^: - i JUMPERS Power _ _ CABLE Po •nn'Iinnn 1 '' rorRaommrmanmslamre�'.. - � •BETA' t ,I E': i I wrrP. .,,- - >y'. .�,' '•� - r _ - S I _ °�., I ^s�..�"' 7 TxRx1' TxRx2 TxRx3 Tai TxRxS TxRxg TaRx7 TxRxB - 500RP0f�'r°tle q A �I FRENCH&PARRELLO 1uw', t ASSOCIATES I.' y mmolx ';' i L �� -RDDRRN RR 1 1800R=34.Sults101•Wei.NeWJeF6ey07718 8 4 6 2 7 3 5 1 r 1 Or+T Rol tr"0I I 732912 f3800 t.7823189801 ,' - nNm ,,,-' I I I �p•�,till �}Ip^ , .a=R• e+INR• g 3W)� 3N' SEAL OF NEW � ;' Rl4beroR !:•� 5• • 1 t � � � L� -- Ili � - T 1-O RF Jumpers are not Installed In numerical order Reterto the specific I I eaDRRwxlewam) lemRmlalmnoml �� (G�� J A O �� plumbing diagram for Installation order. L Y 1 lf- r,tter•' Mai I 1 Ric CALIBRATION DC I L - III L h- x•r JUMPERS CABLE Power u' Ctc w\ ,; GAMMA I I --�:J� "� r T:Rxt Tx Rx2 TXRx3 TXRX4 TxRal TxRx6 TxRx7 TxRxB ( _-•^ I I I L•a+ Lr \ �,•� ;.��,ImeQ•,' I rt O UseNoklaACPRIBIock /� ,pr " I I I I L� .-.�, Diagram AfarConneGlotu A 96 6 4 {� 1 ?I -'�-„_ 3 _'jl,'•+ 2 - ,.•4- s� I ��—_� PETER J SpS DATE �` ^— +R NEW'ORK PROFE5510 LIC.NO 079612 dl e i L._._. —e REVISIONS .•✓b®\J aCl) O 8 RNI—LTL/roMA oes s---...---_-o , �`=' REV DATE REVISION DESCRIPTION 9 RF Jumpers are not Installed in numerloal order Refer to the speoifi �••^�• •— —• _l_2,' �4�- plumbing diagram for Installation order I 1 l Y' { RRx eaomux ® © a+.� -• 0 01/17/18 ISSUED FOR RENEW , Y { RRx ISm Lre I 02/22/te Issum A6 FINAL "Pw.ao - B - - RF CALIBRATION DC am� 1 -• - - ®4- JUMPERS CABLE Power NOVto Scale hL to Dlstributton Box .i er Connectiuit 5 to istnbtrtlon BOX lber Connectlul Alcatel-Lucent 31102014 V50 C Alcal&Lucent 311012014 V50 1 eCCMZ-RR _ CPR[Block Connections for Scenario 124,131,and 631 with 2.5 !�• _ - Each Sector is Equipped with- Two 800 RRH b $_ NOTES E e s e & a One 1900 RRHs 11 r AI p h a Beta Gamma ` m a m u a n ° One 2500 RRH THIS DOCUMENT HAS BEEN PREPARED FOR A 24"x 36"FORMAT DO NOT SCALE IF PLOTTED I o �I�iS Opo O _ ❑oLam ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED / 7 �V "+ "P PROFESSIONAL,IT IS NOT A VALID DOCUMENT l AND NO LIABILITY IS ASSUMED FOR THE ' 3 Fiyeq.-SectorN/R d INFORMATION SHOWN HEREON L :Di'stributioLn Bo,x Fiber=Panel RbariPe Cable e a I„ Upper THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND, „ SNV BETA SNV ALPHA MAY NOT BEEREPRODUCED,DISSEMINATED 7 o J ,) 24P 23 2z zl z° 19 iB 17 36 '� '° " OR REDISTRIBUTED WITHOUT THE EXPRESS 1 1. Senor2/HybHd Cable 5/2500RRH-1(CPRI1 I WRITTEN CONSENT OF SPRINT _ - -'•', 12 11 10 9 8 7 6 5 4 3' 2 1 Secmri(Hybud Cable 4/2500 RRH 1/cPR1-1 •{gam= Q = - 77 0 o a a ,O G o 0 0 ° 1 4 Sector 31Hybdd Cable B/2500 RRH-1/CPRI-1 O •! r. •d _ ,, 4 ! HF21 FS HF21 F3 HF21'F, HF11 FS HF11 F3 HF11 F7 Sector 1/Hybdd Ca61e4/2500RPM4/[PRI.2 MATTITUCK - 'In C " Pj 2,5B 2.5A Sectarl/Hybrid Cable 412500 RRH-1/CPRIA f - - - '0 sector 2/Hybdd Cable 5/250D RRH-1/CPRI2 - 1"'• - 24 23 22 21 20 19 18 17 16 15 14 13 Sego,2/Hybdd Cable 5125M RRH-1/CPRI3 MPD o 0 D G D 0 /Hy dCable6/25DDRRHA/CPRI.2 NY33XC688 ® ® � sector3 brl COnneCtOrS Sector 3/Hybrid Cable ill RRH-]/CPRI-3 I 1 T,•, _ 26t-1 HF21F4 HF21F1 2b_1.1 HF11Fa HF11F2 §y ` ELIJAH S LANE 11 1 L� MATTITUCK, NY 11952 25G 2.5B 2.5,A SNVGAMMA Lower Block y I SUFFOLK COUNTY L) etas 1♦FlDer G RIF'J L \ O - MGamma! ■FIbeGCP-RI13� Li EL y 12 11 10, 9 8 7 6 5 4 3 2 1 R a., 2 3 l W 1 2 W i s 7 16 15 I I 13 At a S are FlberlCPRI7 - 1R.an wmota ro x - it Gamma S are FIOer1GPR1 3 - Zl 3,2 2b_�,2 2j4 1-2 HF31 F5 HF31 F3 H131 Fi +awn raw o.�. 1' to _ 2.5G �saan a- 5 9�R ANTENNA PLUMBING i90DU Tdw t 1 O - 900M Tdw 24 23 22 21 20 19 18 17 18 15 ,4 13 D34on Mev x n,/0 DIAGRAM t ® D a D a x4Dn a, " Not to Scale ' v=' • - �`' "` .6 93 b-23 6 13 2153.1 HF31 F4 HF31 F2 DATE SCALE of/oa/tote AS NOTED See BTS t0 Distribution BOX Image depicts right side of the fiber bulkhead Left side connections well use the same position designabons. DRAWN BY SHEET# DC Y CHECKED BY //►► NOTE TERMINATE ALL USED/UN-USED FIBER PAIRS ON THE LC DUPLEX ADAPTER PLATES. P J T A-5 PROJECT# 24381303 ` o istin t,t°nr UX °wet '°"nec Tvt 1S'tint_ RRH to_ D_ istribut_ion Box Power Connectiuit,:O Lion 1 ' - I, Alcatel-Lucent 311012014 - V50 E _ _ 3_ _ - _ Sprint f Alcatel-Lucent /10I2014 V5.0 l 4''.'f7=',.' - _ ,_•xE' .eft_a_ - .'� 3-ii`� 3,s -_ - _ ay N ;�; !.'y'.- - .r0_,L� : _ -N - - _ ' - °�I`' �,';• !` - - © ;Q�Q # „ 6580 Sprint Padcway AFC:" t F> „•I+; r.e* .. Overland Park,K5 66251 - - - - -- ' Alpha Bets Gamma s z CROWN g Alpha,,, ` 1 0 CASTLE Icc "1900.MHt` • • _ - 2mar�unamienro.awr<ole,.woaa Alpha • AWG Power • 4 V �77,7-`�I� Dc Beta' 9 O = FRENCH&PARRELLO ASSOCIATES m . ¢ _ ¢ _ - _ ;800 MHi - - - ,, - O 18D0 RmRe 34.Sufte 101 WeL Haw_weay 07719 ¢ - - _ 0 - O'732.3129800 P7323129801 — e ¢ ° Existing''1800MHz' s SEAL OF NEW Butt Splic (8 orb AWG) : • col O or 0 �P E� d.TA 'Q Mechanical Codes Beta • AWG Power - , � - fG� Splice 190UHL`„ 0'IN O „ O W x n = Gamma co � 9612 DATE o .. ' 8 A s Gamma- -„ s PETER J. +� ,,1800,MHZ r • SNV Hybriflex - - �G NEW YORK PROFUSIO UC NO 079e12 1(j Gamma 8 AWG Power REVISIONS Gamma REV DATE REVISION DESCRIPTION 0 02/22/15 ISSUED AS RENEW NOTE Au 1�eB less roan,,. See BTS to Distribution Box - k,�„.' 200 feet Will u9e edenng 1 Ox/x2/te ISSUED AS nNAL -_SpftttNenwr�ws1on vet ' WYy Power Connectivity NOTE 1 DC POWER CONNECTIVITY 1 CIRCUIT BREAKERS WITHIN THE SPRINT FIBER DISTRIBUTION BOX ARE 25 AMP 2.DC SERVICE LOOP SHALL BE UTILIZED. E-1 NOT TO SCALE 3.ALL UNUSED DC FEEDERS TO BE TERMINATED WITH WIRE NUTS AND TAPED. 4.WHEN COMPLETE,REMOVE ALL DEBRIS FROM INTERIOR OF DISTRIBUTION BOX. NOTES' THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING EXISTING EXISTING RRU 2.5 RRU 2.5 RRU 2 s 24'k 36"FORMAT DO NOT SCALE IF PLOTTED (9)TOTAL EXIS77NG RRU RRU RRU ON ANY OTHER FORMAT (J)SHOWN FOR CLARITY IF THIS DOCUMENT DOES NOT CONTAIN THE DC CONDUCTORS RAISED SEA OF THE UNDERSIGNED IXisnvc oc CONDUCTORS CONDUCTORS DC BELOW] PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND SPO SPD SPD SPD SPD SPD SURGE ARRESTERS IN51DE MAY NOT BE REPRODUCED,DISSEMINATED FIBER DISTRIBUTION BOX OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT IXISnNC OC DC CONDUCTORS CONDUCTORS (SEE CHART BEIAW) CSA C�^ CSA Cam^ C� C�^ MATTITUCK 1 1 � 1 .I NY33XC688 ELIJAH'S LANE DC CONDUCTOR SIZE CHART MATTITUCK, NY 11952 CABLE RUN<2G0' 8 AWG POWER CABLE RUN 2GO'TO 325' 8 AWG POWER SUFFOLK COUNTY CABLE RUN>325' 4 AWG POWER ELECTRICAL ONE—LINE 2 DC ONE LINE DIAGRAM DIAGRAM AND DETAILS E-1 NOT TO SCALE DATE* SCALE 01/04/2018 AS NOTED DRAWN BY. SHEET# D C. CHECKED BY PJT E-1 PROJECT# 24381303 GROUNDING NOTES: GROUND KIT PROPOSED SPRINT 25 RRU PROPOSED SPRINT25 1. THE CONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING Sprint■ CAD WELD ON PIPE MOUNT(TYP EACH ANTENNA ON PIPE SYSTEM AND LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR x* SECTOR) MOUNT(TYP EACH STRICTCOMPLIANCE WITH THE NEC(AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL, • COMPRESSION CONNECTION SECTOR) LPI,ORNFPA)LIGHTING PROTECTION CODE,AND GENERAL COMPLIANCE WITH PROPOSED#6 AWG FROM RRU TO TO RRU TELCORDIA AND TIA GROUNDING STANDARDS.THE CONTRACTOR SHALL REPORT ANY 6580 Sprint Parkway ♦ MECHANICAL CONNECTION EXISTING SECTOR GROUND BAR(EACH t Overland Park,KS 66251 f BOND TO TOWER RRU OR OTHER INDIVIDUAL COMPONENT VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. D BE GROUNDED VIA INDIVIDUAL I HYBRID CABLE 2. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO, LIGHTNING PROTECTION,AND AC POWER GES-S)SHALL BE BONDED TOGETHER,AT OR CROWN NOTE. L,I BELOW GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE EXISTING DIAGRAM SHOWN FOR )I PROPOSED#s AWG HYBRID CABLE VWTH THE NEC. CASTLE SCHEMATIC PURPOSES ONLY IF PROPOSED BREAKOUT FROM ANTENNA&RRU GROUNDING kj, EXISTING GROUNDING DIFFERS CYLINDER L— PIPE MOUNTS TO CLAMP KIT 3. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH �,N,P,,,,,a,wn fi,,WwlK:wod FROM WHAT IS DEPICTED,FOLLOW __ ��� EXISTING SECTOR p TESTING(PER IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS.THE EXISTING GROUNDING PATH. PROPOSED HYBRID GROUND BAR(TYP EACH CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS CABLE GROUND KIT SECTOR) O NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. (TYP) NOTE PROPOSED HYBRID EXFANG SE07OR 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CABLE EACH SEC7t7RJ #e INSULATED COPPER GRGUNO BAR(AP. GROUND WIRES ENTERING CONDUCTOR.STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ^z� GROUND SHALL BE IN PVC SLEEVE EY/SRNG f7BfR GROUNDING CONDUCTOR ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER FP ✓aWRON&W PROPOSED#S AWG CIRCUITS TO BTS EQUIPMENT. FRENCH&PARRELLO FROM BREAKOUT CYLINDER TO EXISTING TO GROUND 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND ASSOCIATES SECTOR GROUND BAR BAR WITH#2 TIN GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. 1800 RmbB 34.Sine 101•Wat Now Jm"DIMS a 732912 9800 fF 732 312.9801 EXISTING TO EQUIPMENT S. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW SEAL. QF N� 9927 CABINET CABINET GRADE. P vV yo EXISTING BATTERY CABINET - 7. APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR PASTE)SHALL BE USED �� "ask J.Ta140 'A/r I 2 HYBRID CABLE GROUNDING DETAIL ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS, Q J- I E-2 NOT TO SCALE S. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. uj E,,yp7W G,p7/7/,yp 9. MISCELLANEOUS ELECTRICAL AND NONELECTRICAL METAL BOXES,FRAMES AND ly mR Ar 64SE CF SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. I ) I ( L017NG EGU/PNENT IYIWER UV B4B I 10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY A 96 Z CG EX/3ANG CGNNECMV CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE BEEN ECCRWN9 DISCONTINUITY WITH 8 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT PETER J. 11!= 9612 I I I I �I DATE ANsU 7G—WER RhhVG NEW YORN PROFE590 L C NO 97961Y CLAMPS. 11. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION REVISIONS SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING REV DATE REVISION DESCRIPTION AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR 0 01/17/18 ISSUED FOR RENEW SLEEVES THROUGH WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC 1 02/22/18 ISSUED AS nNw MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) EXISANG EQUIPMENT EA7b77NG lomw THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. I GRQUNO R/NG GROUNQ hV 1 GROUNDING RISER DIAGRAM 12 ARTICLES 0AND810.SHALL COMPLY WITH THE MOST-RECENT REQUIREMENTS OFNEC E-2 NOT TO SCALE 13. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 14, IF USED EXTERIOR GROUNDING RING SHALL BE BURIED TO MINIMUM DEPTH OF V-6" BELOW FINISH GRADE TO TOP.ELECTRIC METER GROUND EXCEPTED. NOTES THIS DOCUMENT HAS BEEN PREPARED FOR A 15. UNLESS OTHERWISE NOTED,GROUNDING CONDUCTORS SHALL BE, 24"x 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT A. BETWEEN EXTERIOR ITEMS&BARS:#2 SOLID,TINNED,COPPER IF THIS DOCUMENT DOES NOT CONTAIN THE B. BETWEEN ANTENNA GROUND KITS 8 BARS:#2 GREEN STRANDED RAISED SEA OF THE UNDERSIGNED INSPECTION WINDOW PROFESSIONAL,IT IS NOT A VALID DOCUMENT REQUIRED FOR ALL INTERIOR 16. GROUNDING CONDUCTORS LARGER THAN#6 SHALL HAVE A MINIMUM BENDING RADIUS AND NO LIABILITY IS ASSUMED FOR THE TWO-HOLE CONNECTORS INFORMATION SHOWN HEREON GROUND TO BASE CABINETS,REMOTE BUTT CONDUCTOR OF 12"GROUNDING CONDUCTORS#8 AND SMALLER SHALL HAVE A MINIMUM BENDING RADIO HEADS CABLE GROUND KITS,ETC. EXTERNAL TOOTHED INSULATION UP AGAINST RADIUS OF 8". THESE DOCUMENTS ARE CONFIDENTIAL AND THE CONNECTOR BARREL 17. GROUND SYSTEM SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 6 OHMS OR ARE THE SOLE PROPERTY OF SPRINT AND 1/4°TIN PLATED 3/8°0x1 1/2° - MAY NOT BE REPRODUCED,DISSEMINATED COPPER GROUND LESS. OR REDISTRIBUTED WITHOUT THE EXPRESS BAR FURNISHED BY TWO HOLE SPADE,TO S/S NUT COLD SHRINK OR SUBMIT AN INDEPENDENT FALL OF POTENTIAL TEST REPORT. WRITTEN CONSENT OF SPRINT COMPANY BE USED TO CONNECT APPROVED EQUAL TO GROUND BAR 18. NOTIFY SPRINT PROJECT MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING S/S LOCK GROUNDING SYSTEM DUE TO SITE SOILIRESISTANCE CONDITIONS. WASHER MATTITUCK OO OO OO OO OO OO OO 1" MIN 19. ALL CONNECTIONS EXTERIOR TO BTS EQUIPMENT CABINETS SHALL BE CADWELDED ALL O O O O O . O O O O O S/S FLAT INTERIOR CONNECTIONS SHALL BE EITHER CADWELDED OR HEXAGONAL COMPRESSION NY33XC688 O WASHER CRIMP,UNLESS OTHERWISE NOTED.ALL MECHANICAL CONNECTIONS UTILIZING BOLTS SHALL BE MADE WITH TWO HOLE,LONG BARREL LUGS AND STAINLESS STEEL ELIJAH'S LANE LABEL HARDWARE.APPLY ANTI.OXIDANT AT ALL MECHANICAL CONNECTIONS. BOND TO BURIED INSTALL 2ND LEAD TO APPLY NO.OX 20. THE FOLLOWING LIST SHALL BE CONNECTED TO THE NEW GROUNDING SYSTEM(WHERE MATTITUCK, NY 11952 GROUND RING,TOWER BURIED GROUND RING 1 4" MIN APPLICABLE&WITHOUT LIMITATION): SUFFOLK COUNTY OR EQUIPMENT AT TOWER BOTTOM GROUND BAR GROUND BAR S/S FLAT GROUND BAR COLD SHRINK OR A. ALL EQUIPMENT CABINETS NOTES WASHER APPROVED EQUAL B. EXTERIOR CABLE TRAY SYSTEM GROUNDING DETAILS AND 1.APPLY NO-OX TO LUG AND BAR CONTACT SURFACE.DO TINNED COPPER NOT COAT INLINE LUG. GROUNDING BAR C. EQUIPMENT SUPPORT FRAME NOTES 2.IF STOLEN GROUND BARS ARE ENCOUNTERED,CONTACT S/S BOLT(1 OF 2) D. ANTENNA TRANSMISSION CABLES.(2 LOCATIONS EACH) SPRINT CM FOR REPLACEMENT THREADED ROD KIT. E. ANTENNA SUPPORTS DATE: SCALE: 01/04/2018 AS NOTED 3 GROUNDING CONDUCTOR TO GROUNDING BAR 4 EXTERNAL EQUIPMENT GROUNDING CONNECTION F. PPC CABINET DRAWN BY SHEET# E-2 NOT TO SCALE E-2 NOT TO SCALE G. DC DISTRIBUTION BOX DC. CHECKED BY 21. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN P J T. E-2 ACCORDANCE WITH NEC ARTICLE 820.40(a)6.PROVIDE GROUND JUMPER FROM BONDING BUSHING TO NEAREST BAR USING#2 WIRE AND OZ-GEDNEY TYPE HBLG BUSHINGS. PROJECT# 24381303 la, CONSTRUCTION SET Sprint® PROJECT: 2.5 REWORK 6580 Sprint Parkway Overland Park,KS 66251 SITE NAME: MATTITUCK CROWN CASTLE 7b,F u dalo,fwa WImlo,WmU SITE CASCADE: NY33XC688 CROWN BUN: 843211 / ORDER 414128 FRENCH&PAIRRELLO ASSOCIATES 1BDo ftr 34N9,810f•Web N6w 07yD7716 0•732312SSW r732W2Re01 _ ri nt FP^Zis' TM SITE ADDRESS: ELIJAH'S LANE SQL ce°F NEW,-o ' MATTITUCK, NY 11952 �Q���R J.tq�d1-� SITE TYPE: 107'-6" MONOPOLE " w A 96 2 PETER J LO ^TE NEW YORK PROFESSIO UC NO 079612 SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING SCHEDULE REVISIONS REV DATE REVISION DESCRIPTION DWG# DRAWING TITLE 0 01/17/18 IssOm FOR REYEW -` y ^' THIS IS A MODIFICATION TO AN EXISTING UNMANNED APPLICANT: ?m'• Y '`�,F TELECOMMUNICATIONS FACILITY T-1 ME SHEET 1 02/22/18 lssOm As nNAL SPRINT VISION 6560 SPRINT PARKWAY �`� • NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS SITE SP-1 CONSTRUCTION SPECIFICATIONS OVERLAND PARK,KS 66251 ,r `.•'� . • NO WASTE WATER WILL BE GENERATED AT THIS LOCATION SP-2 CONSTRUCTION SPECIFICATIONS PROPERTY OWNER: . APPLICANTS MAINTENANCE CREW(TYPICALLY ON PERSON)WILL MAKE A-1 COMPOUND PLAN AND NOTES CROWN ATLANTIC COMPANY LLC '{ AN AVERAGE OF ONE TRIP PER MONTH A-2 ELEVATIONS 650 ROAD,SUITE 316 FORTT WASHINGTON,PA 19034 A-3 ANTENNA AND RRU CONFIGURATION AND DETAILS WASIN ' A-4 CABINET DETAILS AND ANTENNA SCHEDULE TOWER OWNER: SCOPE OF WORK A-5 ANTENNA PLUMBING DIAGRAM NOTES SITE CROWN ATLANTIC COMPANY LLC PROJECT CONSISTS OF REMOVING(6)EXISTING ANTENNAS, E-1 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS THIS DOCUMENT HAS BEEN PREPARED FORA 650 PINETOWN ROAD,SUITE 316 I AND(6)EXISTING COAX CABLES,AND INSTALLING(6) 24"x 36"FORMAT DO NOT SCALE IF PLOTTED FORT WASHINGTON,PA 19034 PROPOSED ANTENNAS,(12)PROPOSED RRH'S,AND(4) E-2 GROUNDING DETAILS AND NOTES ON ANY OTHER FORMAT { PROPOSED HYBRID CABLES TO THE EXISTING WIRELESS LATITUDE(NAD83): TELECOMMUNICATIONS FACILITY. IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED N 40"69'57.79"(NAD83) PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE { INFORMATION SHOWN HEREON LONGITUDE(NAD83): °�+' qq!" THESE DOCUMENTS ARE CONFIDENTIAL AND W-720 30'40Ar(NAD83) 1. ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED COUNTY: OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT SUFFOLK COUNTY LOCATION MAP APPLICABLE CODES DIRECTIONS ZONING JURISDICTION: " START:3329 STREET RD,BENSALEM,PA 19020 �,. 1. HEAD soLmlEAsr MATTITUCK HAMLET OF MATTITUCK " I ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN 2. TURN RIGHT TOWARD PA-132 W. NYV.7XC6SS ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS 3. SLIGHT RIGHT TOWARD PA-132 W. ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE 4 TURN RIGHT ONTO PA 132 W. e PLANS IS 1 O BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE 5. USE THE RIGHT LANE TO TAKE THE RAMP TO 1-276 E. ELIJAH'S LANE 'a wA e. MERGE ONTO 1-276 E. CODES. MATTITUCK NY 11952 7 USE THE LEFT 2 LANES TO TAKE THE NORTH EXIT. • i 4'% S. KEEP LEFT AT THE FORK,AND MERGE ONTO NJ 1PKE. � •1".,pc,Q ,� 9. CONTINUE ONTO I.95/NJ TPKE. 1.INTERNATIONAL BUILDING CODE,2015 EDITION 10 TAKE EXIT 13 FOR INTERSTATE 278 TOWARD ELIZABETH/GOETHALS BR/VERRAZANO Bp. SUFFOLK COUNTY m. ' ,, '�c' '•'�, Q• 17. KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR I.278 E/VERRAZANO BR/GOETHALS BRIDGE 2.INTERNATIONAL MECHANICAL CODE,2015 EDITION AND MERGE ONTO 1.278 E. 4 3.ANSI EIAITIA-222 STRUCTURAL STANDARD 12. KEEP LEFT TO STAY ON I.276 E. 4.NFPA 780-LIGHTNING PROTECTION CODE 13. KEEP LEFT TO STAY ON 1.278 E,FOLLOW SIGNS FOR FINGERBOARD RD/ULY POND AVE. S.UNIFORM PLUMBING CODE 14. USE THE LEFT LANE TO TAKE THE EXIT TOWARD BELT PARKWAY E/KENNEDY AIRPORT. SITE _ f j� �_ 6.NATIONAL ELECTRICAL CODE 15. MERGE ONTO BELTPKWY. TITLE SHEET 16. USE THE LEFT 2 LANES TO TAKE EXIT 25A FOR SOUTHERN STATE PKWY TOWARD • .wc�'"" - - EASTERN U. _�--da_- �-• R , 17. CONTINUE ONTO SOUTHER STATE PKWY. - _ • 18. KEEP RIGHT TO STAY ON SOUTHERN STATE PKWY. i, ac;n._.'� py • 19. TAKE EXIT 44E TOWARD MONTAUKINY-27 E.20. MERGE ONTO SUNRISE HWY SOUTH SERVICE RD. DATE SCALE 21 USE THE LEFT LANE TO TAKE THE 27 E RAMP TO MONTAUK. 01/04/2018 AS NOTED 22. MERGE ONTO HY-27 E. DRAWN BY. SHEET# r J - ,°"e„ [ 23. TAKE EXIT 63N FOR OLD RIVERHEAD ROAD TOWARD RIVERHEAD. 24. MERGE ONTO OLD RIVERHEAD RD. D C 25. AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO OUOGUE RIVERHEAD RD. 26. KEEP RIGHT TO CONTINUE ON CROSS RIVER DR. CHECKED BY Know where below. 27 TURN RIGHT ONTO MAIN RD. P J T T�1 `y 1- E °^ •"'"'k. - Call before OU dig. 28. TURN LEFT. Y 9 PROJECT# 29. DESTINATION WILL BE ON THE LEFT. www ca11811 com 24381303 >� F• .I. J,e j ,� �,•• ��'"s..,;ay ELIJAH'S LANE,MATTITUCK,NY 11952 ° 'SECTION 01 100-SCOPE OF WORK 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK REMOTE ELECTRICAL TILT(RET)CABLES:A/E TO • THE WORK: IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF Spri n t SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS,LATEST EDITION,AND TESTING. MISCELLANEOUS: PORTIONS THEREOF. INSTALL SPLITTERS,COMBINERS,FILTERS PER RF DATA SHEET,FURNISHED BY SPRINT. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. 6580 Sprint Parkway PRECEDENCE: ANTENNA INSTALLATION: Overiand Park,KS 66251 SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES,BUT IS NOT LIMITED TO THE FOLLOWING; THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER.ANTENNA HEIGHT,AZIMUTH,AND FEED CONSTRUCTION DRAWINGS,INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. CROWN PRECEDENCE. 1. AZIMUTH,DOWNTILT,AGL FROM SUNSIGHT INSTRUMENTS-ANTENNA ALIGNMENT TOOL A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE(AAT) BOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN -CASTLE SITE FAMILIARITY: 1 DEGREE. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT 2. SWEEP AND FIBER TESTS DOCUMENTS,FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. B. ANTENNA MOUNTING REQUIREMENTS:PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED TN°F°"WMWA FnA Wiml°,"VVm d, 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED ON THE DRAWINGS. ON-SITE SUPERVISION: EQUIPMENT THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR HYBRID CABLE INSTALLATION: CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES IN ACCORDANCE 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION A. THE CONTRACTOR SHALL ROUTE,TEST,AND INSTALL ALL CABLES AS INDICATED ON THE Q WITH THE CONTRACT DOCUMENTS. CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S 6. PDF SCAN OF REDLINES PRODUCED IN FIELD RECOMMENDATIONS. FP DRAWINGS,SPECIFICATIONS AND DETAILS REQUIRED ATJOBSITE: S. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS-BUILT DRAWING FRENCH ra PARRELLO THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS PRODUCTION B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S -ASSOCIATES- AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. SPECIFICATIONS FOR BENDING RADII. 1BODRmmS4,Su1m 101°Wbt NewJm_"O 18 A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.PROVIDE ALL MATERIALS AND LABOR AS 7. LIEN WAIVERS C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND o73291298M t 7823129901 _ REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM.MODIFICATIONS MAY BE INSTALLATION. SEAL REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE S. FINAL PAYMENT APPLICATION ��OF NEW,0 INCLUDED AS PART OF THE WORK g, REQUIRED FINAL CONSTRUCTION PHOTOS 1. FASTENING MAIN HYBRID CABLES:ALL CABLES SHALL BE INSTALLED INSIDE MONOPOLE WITH �P rG L J.TA 'P CABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER. Qlp� % B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS TO PROCEEDING WITH THE WORK.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE(MEDUSA), ya NOTED OTHERWISE.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA WITHIN THE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. (SPRINTS DOCUMENT REPOSITORY OF RECORD), r It C. MARK THE FIELD SET OF DRAWINGS IN RED,DOCUMENTING ANY CHANGES FROM THE a. FIBER:SUPPORT FIBER BUNDLES USING I/V VELCRO STRAPS OF THE REQUIRED LENGTH W CONSTRUCTION DOCUMENTS. 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST.SPRINT WILL PROVIDE SEPARATE @ 18'OC.STRAPS SHALL BE UV,OIL AND WATER RESISTANT AND SUITABLE FOR _ GUIDANCE INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL N METHODS OF PROCEDURE(MOPS)FOR CONSTRUCTION: b. DC:SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH.ZIP TIES TO BE UV A 96 Z CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN STABILIZED,BLACK NYLON,WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED PETER J DATE BY NELCO PRODUCTS OR EQUAL. New YOM PROFESS WC NO.079612 A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0568 REVISIONS 3. FASTENING JUMPERS:SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING B. CABLE LABELING EN-2012-00 STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. REV DATE REVISION DESCRIPTION 0 01/17/18 ISSUED FOR REVIEW C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS 4. CABLE INSTALLATION: 1 02/22/16 lssum As nNA SECTION 01 200-COMPANY FURNISHED MATERIAL AND EQUIPMENT a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE,NOTIFY THE CONSTRUCTION MANAGER. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. b. CABLE ROUTING:CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS AVOID TWISTING AND CROSSOVERS. PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. IS. HOIST CABLE USING PROPER HOISTING GRIPS.DO NOT EXCEED MANUFACTURES CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR RECOMMENDED MAXIMUM BEND RADIUS. CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE, NOTES, SECTION 11 700-ANTENNA ASSEMBLY,REMOTE RADIO UNITS AND CABLE THIS DOCUMENT HAS BEEN PREPARED FOR A INSTALLATION 24"x 36"FORMAT DO NOT SCALE IF PLOTTED SECTION 01 300-CELL SITE CONSTRUCTION SUMMARY: ON ANY OTHER FORMAT NOTICE TO PROCEED: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS,RRU'S,AND CABLE EQUIPMENT, IF THIS DOCUMENT DOES NOT CONTAIN THE NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE INSTALLATION,AND TESTING OF COAXIAL FIBER CABLE. RAISED SEA OF THE UNDERSIGNED ISSUANCE OF WORK ORDER. PROFESSIONAL,IT IS NOT A VALID DOCUMENT ANTENNAS AND RRU'S: SITE CLEANLINESS: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE AND NO LIABILITY IS ASSUMED FOR THE CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND CONSTRUCTION DRAWINGS. INFORMATION SHOWN HEREON TRASH.AT THE COMPLETION OF THE WORK,CONTRACTOR SHALL REMOVE FROM THE SITE ALL THESE DOCUMENTS ARE CONFIDENTIAL AND REMAINING RUBBISH,IMPLEMENTS,TEMPORARY FACILITIES,AND SURPLUS MATERIALS. HYBRID CABLE: ARE THE SOLE PROPERTY OF SPRINT AND HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL MAY NOT BE REPRODUCED,DISSEMINATED BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S OR REDISTRIBUTED WITHOUT THE EXPRESS REQUIREMENTS. WRITTEN CONSENT OF SPRINT SECTION 01 400-SUBMITTALS&TESTS ALTERNATES: JUMPERS AND CONNECTORS: AT THE COMPANY'S REQUEST,ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED FURNISH AND INSTALL 1/2"COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS.JUMPERS MATTITUCK SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL. SPRINT WILL REVIEW SHALL BE TYPE LDF 4,FLC 12-60,CR 640,OR FXL 540.SUPER-FLEX CABLES ARE NOT ACCEPTABLE. AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 CONSIDERED, INCH FOAM DIELECTRIC,OUTDOOR RATED COAXIAL CABLE,MIN LENGTH FOR JUMPER SHALL BE NY33XC688 TESTS AND INSPECTIONS: ELIJAH'S LANE A PTHE ROJECT CONTRACTOR DOCUMENTATION.SHALL A BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS,INSPECTIONS AND MATTITUCK, NY 11952 B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SUFFOLK COUNTY 1. COAX SWEEPS AND FIBER TESTS PER TS-0200(LATEST REVISION)ANTENNA LINE ACCEPTANCE STANDARDS. CONSTRUCTION 2. AGL,AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA SPECIFICATIONS USING A COMMERCIAL MADE-FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT).INSTALLED AZIMUTH,CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA DATE SCALE 01/04/2018 AS NOTED DRAWN BY. SHEET# D C. CHECKED BY T. SP-1 PROJECT# 24381303 "CONTINUE FROM SPA SUPPORTING DEVICES: HUBS AND BOXES: Sprint S. GROUNDING OF TRANSMISSION LINES:ALL TRANSMISSION LINES SHALL BE GROUNDED AS A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS:SUBJECT TO COMPLIANCE WITH A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS jr INDICATED ON DRAWINGS. REQUIREMENTS,PROVIDE PRODUCTS BY THE FOLLOWING: PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED.HUB SHALL INCLUDE LOCKNUTAND NEOPRENE O-RING SEAL.PROVIDE IMPACT RESISTANT 105 DEGREE C 6580 Sprint Parkway S. HYBRID CABLE COLOR CODING:ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 1. ALLIED TUBE AND CONDUIT PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. Overland Park,KS 66251 � (LATEST REVISION). 2. B-LINE SYSTEM B. CABLE TERMINATION FITTINGS FOR CONDUIT 7. HYBRID CABLE LABELING:INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELEDCROWN ALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE-EN 3. UNISTRUT DIVERSIFIED PRODUCTS 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL 2012-001,REV 1 CASTLE BY ROXTEC. 4. THOMAS&BETTS 2, CABLE TERMINATORS FOR LFMC SHALL BE ETCO-CL2075;OR MADE FOR THE PURPOSE cc WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: B. FASTENERS:TYPES,MATERIALS,AND CONSTRUCTION FEATURES AS FOLLOWS: PRODUCTS BY ROXTEC. M,FmMaNM fern Wimlos,woad 1. EXPANSION ANCHORS:CARBON STEEL WEDGE OR SLEEVE TYPE. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST A. ALL FIBER&COAX CONNECTORS AND GROUND'KITS SHALL BE WEATHERPROOFED. ALLOY,HEAVY DUTY,WEATHERPROOF,DUST PROOF,WITH GASKET,PLATED IRON ALLOY COVER B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS.ALL INSTALLATIONS MUST BE 2. POWER-DRIVEN THREADED STUDS:HEAT-TREATED STEEL,DESIGNED SPECIFICALLY FOR AND STAINLESS STEEL COVER SCREWS,CROUSE-HINDS WAB SERIES OR EQUAL. THE INTENDED SERVICE. DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. ,_ PRACTICES. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. F;2 PROVIDE CROUSE-HINDS FORM 8 OR EQUAL. FRENCH&PARRELLO 1. COLD SHRINK:ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. ASSOCIATES WRAP OF 2"ELECTRICAL TAPE EXTENDING 2"BEYOND TUBING.PROVIDE 3M COLD SHRINK E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN,SQUARE-D',CROUSE-HINDS, '� Bu►e W�NexrJmm�0T718 CXS SERIES OR EQUAL. S. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. COOPER,ADALET,APPLETON,O Z GEDNEY,RACO,OR APPROVED EQUAL. o,730312 98M P 73231288M m - — 2. SELF-AMALGAMATING TAPE:CLEAN SURFACES.APPLY A DOUBLE WRAP OF S. MACHINE SCREWS,WELDED THREADED STUDS,OR SPRING-TENSION CLAMPS ON STEEL. SEAL* CF NEw r SELF-AMALGAMATING TAPE 2"BEYOND CONNECTOR.APPLY A SECOND WRAP OF SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION.APPLY DOUBLE WRAP OF 2"WIDE 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. ELECTRICAL TAPE EXTENDING 2"BEYOND THE SELF-AMALGAMATING TAPE. SUPPLEMENTAL GROUNDING SYSTEM fir 3. 3M SLIM LOCK CLOSURE 716:SUBSTITUTIONS WILL NOT BE ALLOWED. S. DO NOT WELD CONDUIT,PIPE STRAPS,OR ITEMS OTHER THAN THREADED STUDS TO STEEL A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON STRUCTURES. THE DRAWINGS.SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE GROMMETS.GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE,SIZES AS INDICATED ' 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION,USE SHEET METAL SCREWS. ON THE DRAWINGS.PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS r uj EXCEPTED As OTHERWISE NOTED. SECTION 11 800-INSTALLATION OF MULTIMODAL BASE STATIONS(MMBS)AND 4y RELATED EQUIPMENT B. SUPPLEMENTAL GROUNDING SYSTEM:ALL CONNECTIONS TO BE MADE WITH CAD WELDS, N SUPPORTING DEVICES: EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY A 796 2 CG MANUFACTURER;AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. OAtE SUMMARY: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PETER J. SPaIO PERMANENTLY IN ACCORDANCE WITH NEC. C. STOLEN GROUND-BARS:IN THE EVENT OF STOLEN GROUND BARS,CONTACT SPRINT CM FOR NEW YORK PROMSS10 UC No 079612 A. THIS SECTION SPECIFIES MMBS CABINETS,POWER CABINETS,AND INTERNAL EQUIPMENT REPLACEMENT INSTRUCTION USING THREADED ROD KITS. INCLUDING BY NOT LIMITED TO RECTIFIERS,POWER DISTRIBUTION UNITS,BASE BAND UNITS, B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. REVISIONS SURGE ARRESTORS,BATTERIES,AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR EXISTING STRUCTURE: REV DATE REVISION DESCRIPTION INSTALLATION BY THE CONTRACTOR(OFCI). C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS,FASTEN ELECTRICAL ITEMS AND THEIR o 01/17/E is RE FOR REV EW SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: A EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS,RECEPTACLES,SWITCHES,DEVICES, B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL 1 02/22/15 1s AS FINAL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE BOXES,AND OTHER EQUIPMENT THAT ARE NOT TO D UTILIZED L THE COMPLETED PROJECT SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. PROOF TEST LOAD. SHALL BE REMOVED D ANDE-D SAFE. WALIZEDL, AND CAPPED IN THE WALL,CEILING,OR FLOOR SO THAT - THEY ARE CONCEALED AND SAFE.WALL,CEILING,OR FLOOR SHALL BE PATCHED TO MATCH THE C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS. ADJACENT CONSTRUCTION. CONDUIT AND CONDUCTOR INSTALLATION: DC CIRCUIT BREAKER LABELING ELECTRICAL IDENTIFICATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS A. NEW DC CIRCUIT IS REQUIRED IN MMBS CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRU AND HANGERS.EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE BEING SERVICED A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET,INSIDE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE,MAINTAIN CLOSE PROXIMITY TO DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM, THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE NOTES SECTION 26 100-BASIC ELECTRICAL REQUIREMENTS B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY INSTALLED IN A NEAT AND WORKMANLIKE MANNER,PARALLEL AND PERPENDICULAR TO IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE FISHED TO CLEAR THIS DOCUMENT HAS BEEN PREPARED FOR A SUMMARY: OBSTRUCTIONS.ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, 24"x 36"FORMAT DO NOT SCALE IF PLOTTED THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. PLASTER OR DIRT FROM ENTERING.CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY ON ANY OTHER FORMAT SECTION 26 200-ELECTRICAL MATERIALS AND EQUIPMENT GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. IF THIS DOCUMENT DOES NOT CONTAIN THE QUALITY ASSURANCE: CONDUIT: RAISED SEA OF THE UNDERSIGNED B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. PROFESSIONAL,IT IS NOT A VALID DOCUMENT A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE A. RIGID GALVANIZED STEEL(RGS)CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE AND NO LIABILITY IS ASSUMED FOR THE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. INFORMATION SHOWN HEREON RIGID CONDUIT AND FITTINGS SHALL'BE STEEL,COATED WITH ZINC EXTERIOR AND INTERIOR BY THESE DOCUMENTS ARE CONFIDENTIAL AND B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THE HOT DIP GALVANIZING PROCESS.CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS ARE THE SOLE PROPERTY OF SPRINT AND THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE C80.1,FEDERAL SPECIFICATION W -C-581 AND SHALL BE LISTED WITH THE UNDERWRITERS' W MAY NOT BE REPRODUCED,DISSEMINATED FOR THIS PROJECT. LABORATORIES.FITTINGS SHALL BE THREADED-SET SCREW OR COMPRESSION FITTINGS WILL OR REDISTRIBUTED WITHOUT THE EXPRESS NOT BE ACCEPTABLE.RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED,REPUBLIC OR WRITTEN CONSENT OF SPRINT C. MATERIALS AND EQUIPMENT.ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE WHEATLAND. SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE(PVC)SUITABLE FOR DIRECT BURIAL AS APPLICABLE.JOINTS SHALL BE BELLED,AND FLUSH SOLVENT WELDED IN MATTITUCK ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.CONDUIT SHALL BE CARBON ELECTRICAL r�r� SUPPORTING DEVICES: PRODUCTS OR APPROVED EQUAL. NY33XC688 A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE C. TRANSITIONS BETWEEN PVC AND RIGID(RGS)SHALL BE MADE WITH PVC COATED METALLIC ELIJAH'S LANE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. LONG SWEEP RADIUS ELBOWS. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN MATTITUCK, NY 11952 THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE WALLS AND CEILINGS.EMT SHALL BE MILD STEEL,ELECTRICALLY WELDED, SUFFOLK COUNTY FOR THIS PROJECT. ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3,FEDERAL SPECIFICATION W W-C-563,AND SHALL BE UL LISTED.EMT SHALL BE C. MATERIALS AND EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE ALL BY ALLIED,REPUBLIC OR WHEATLAND,OR APPROVED EQUAL.FITTINGS SHALL BE METALLIC COMPRESSION.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. SAME MANUFACTURER AND SHALL BE NEW,OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO CONSTRUCTION EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS,MAINTAINING SPECIFICATIONS THE INTEGRITY OF CONDUIT SYSTEM.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET.LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC.MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL,ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE,OR APPROVED EQUAL DATE SCALE 01/04/2018 AS NOTED F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH(21MM). DRAWN BY SHEET# Dc CHECKED BY PJT. SP-2 PROJECT# 243&1303 SITE NOTES EXISTING T-MOBILE EQUIPMENT PAD 1 PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS,TAX MAPS, Sprint® AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE x—x—x—x—x—x—x—X—x—X—x—X— —X—x BOUNDARY SURVEY EXISTING UTILITY x pe ANTENNA PLAN x 6580 Spnnt Parkway FRAME (TYP) 2 THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SEE 1/A3&2/A-3 SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD Overland Park,KS 66251 EXISTING VAULT EXISTING 107'-6" ` 3 THE HORIZONTAL DATUM(COORDINATES)ARE IN TERMS OF THE NORTH MONOPOLE / AMERICAN DATUM OF 1983(NAD 83) THE VERTCAL DATUM(ELEVATIONS)ARE CROWN z I `I ❑ I I IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88) EQUIPMENT PLAN. CASTLE o " "�SEE 2/A-1 AND 3/A-1 4 NO NOISE,SMOKE,OUST,OR ODOR WELL RESULT FROM THIS FACILITY cc EXISTING ICE "amie"ro.°wwi°:°wona BRIDGE (TYP) I 5 THE FACILITY IS UNMANNED AND NOT FOR HUAN HABITATION (THERE IS NO EQUIPMENTT SHELTER EXISTING HANDICAP ACCESS REQUIRED) H i 1� � , i I 1 6 THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE x 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OR ANY TYPE FRENCH&PARRELLO x 8 THE PROPOSED DEVELOPMENT DOES NTO INCLUDE OUTDOOR STORGE OR ASSOCIATES — ANY SOLID WASTE RECEPTACLES 1800Pbuto 34.Bute 101°Wall.New Jwepy OTPIB EXISTING AT&T a7323129800 f•78231298M x x GENERATOR PAD GENERAL NOTES SEAL* OF NEW), x �_FENCE 1 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES,EXISTING CHAINLINK ORDINANCES,LAWS AND REGULATIONS OF ALL MUNICIPALITIES,UTILITIES(TYP) COMPANY OR OTHER PUBLIC AUTHORITIES x x 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS f- AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL,STATE, EXISTING UTILITY PAD EXISTING UTILITY COUNTY OR MUNICIPAL AUTHORITIES Y x FRAME " 3 THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER,IN \ EXISTING VERIZON WRITING,OF ANY CONFLICTS,ERRORS OR OMISSIONS PRIOR TO THE A 796 9, !{� x WIRELESS SHELTER SUBMISSION OF BIDS OR PERFORMANCE OF WORK,MINOR OMISSIONS OR DATE ERRORS IN THE BID PROJECT IN ACCORDANCE WITH THE OVERALL INTENT O x F PETER J. 7ESw, THESE DRAWINGS NEW YORK PROFS 90 �UC NO 079612 A +� 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING REVISIONS EXISTING DOUBLE/ \ EXISTING WALL SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION THE REV DATE I REVISION DESCRIPTION ACCESS GATE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF THE O 01/17/19 mwm FOR REVIEW CONSTRUCTION OF THIS FACILITY 1 n2/22/1e ,°a,m As nNu 1 COMPOUND PLAN 5 THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL A-1 SCALE: 1/8" = 1'-0" MATERIALS,EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT GRAPHIC SCALE ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS 8 0 4 8 16 32 6 THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE (IN FEET) WITH THE CONTRACT DOCUMENTS 1/8 INCH 1 FOOT 7 POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER PROPOSED RECTIFIER SHELF PROPOSED 2.6 EQUIPMENT TO BE 8. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF NOTES, ENGINEERING PRIOR TO INSTALLATION TO BE INSTALLED INSIDE INSTALLED IN EXISTING MMBTS THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING MMBTS CABINET CABINET(WCLUDING BUT NOT 9 TRANSMITTER AND ANTENNAS ARE DESIGNED TO MEET ANSIMA/EIA 222-G 24'k 36"FORMAT DO NOT SCALE IF PLOTTED EXISTING DC EXISTING OC LIMITED TO BASE BAND UNIT, REQUIREMENTS ON ANY OTHER FORMAT DISTRIBUTION AND FIBER DISTRIBUTION AND FIBER CELL SITE ROUTER,SURGE MANAGEMENT BOX EXISTING SPRINT MANAGEMENT BOX ARRESTORS AND POWER AND IF THIS DOCUMENT DOES NOT CONTAIN THE BTS CABINET FIBER CONNECTIONS 10 ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPPED GALVANIZED STEEL RAISED SEA OF THE UNDERSIGNED EXISTING SPRINT EXISTING SPRINT 11.CONTRACTOR SHALL MAKE A UTILITY"ONE CALL"TO LOCATE ALL UTILITIES PROFESSIONAL,IT IS NOT A VALID DOCUMENT RRH MOUNTED ON EXISTING SPRINT RRH MOUNTED ON AND NO LIABILITY IS ASSUMED FOR THE UNISTRUT FRAME BATTERY CABINET UNISTRUT FRAME PRIOR TO EXCAVATING INFORMATION SHOWN HEREON. (TYP OF 3) (TYP OF 3) (4)PROPOSED BATTERIES TO 12 IF ANY PIPING EXISTS BENEATH THE SITE AREA,CONTRACTOR MUST LOCATE THESE DOCUMENTS ARE CONFIDENTIAL AND .. .. .. BE INSTALLED IN EXISTING IT AND CONTACT OWNERS REPRESENTATIVE. ARE THE SOLE PROPERTY OF SPRINT AND EXISTING EXISTING BATTERY RACK IF REQUIRED 13 A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT MAY NOT BE REPRODUCED,DISSEMINATED SPRINT ICE SPRINT ICE MI WRITTEN CONSENT OF SPRINT BATTERIES REQUIRED TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE OR REDISTRIBUTED WITHOUT THE EXPRESS BRIDGE BRIDGE MINIMUM) AND ITS COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT THE EXISTING SPRINT EXISTING SPRINT APPURTENANCES PRIOR TO THE INSTALLATION OF THE PROPOSED COVERED EQUIPMENT COVERED EQUIPMENT EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE,THE OWNER'S PLATFORM PLATFORM AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED MATTITUCK EXISTING (6) COAX PROFESSIONAL ENGINEER CABLES TO BE NY33XC688 REMOVED ELIJAH'S LANE PROPOSED SPRINT(4)1.1/4°6 FEEDLINES(168'LENGTH)ROUTED TO FOLLOW EXISTING CABLE ROUTING TO MATTITUCK, NY 11952 RRH LOCATION SUFFOLK COUNTY EXISTING SPRINT EXISTING SPRINT PPC CABINET PPC CABINET STRUCTURAL NOTE: COMPOUND PLAN AND A STRUCTURAL ANALYSIS OF THE EXISTING NOTES TOWER SHALL BE PERFORMED TO CONFIRM 2 EXISTING EQUIPMENT PLAN 3 PROPOSED EQUIPMENT PLAN ADEQUACY PRIOR TO INSTALLATION OF NEW A-1 SCALE: 1/4" = 1'—O" A-1 SCALE: 1/4" = 1'—O" ANTENNAS AND CABLING. DATE SCALE 01/04/201e AS NOTED GRAPHIC SCALE GRAPHIC SCALE 4 0 2 4 8 16 4 0 2 4 8 16 CONTRACTOR TO VERIFY CONDITIONS OF THE DRAWN BY* SHEET EXISTING WIRELESS INSTALLATION PRIOR TO 0 C. MODIFICATIONS. IF THE CONDITIONS ARE NOT CHECKED BY (IN FEET) (IN FEET) AS PER THE ORIGINAL INSTALLATION OR THE P J T f1A_1 1/4 INCH s 1 FOOT 1/4 INCH a 1 FOOT SUPPORTING STRUCTURE HAS DETERIORATED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. PROJECT# 2438,1303 Sprint ,v 6580 Sprint Parkway Overland Park,KS 66251 NEW SPRINT LOW PROFILE PLATFORM SITE PR01 PART# MC-PAI2L-B WITH HAND RAIL KIT CROWN SITE PR01 PART#MT-795.12 EXISTING T-ARM MOUNTS v CASTLE (TYP. OF 1 PER SECTOR, Tne Pomaollon r".o wua�vrom h TIP OF LIGHTNING ROD TOTAL OF 3) TO BE REMOVED TIP OF LIGHTNING ROD ELEV=i115'-6" AGL ELEV.=t115'-6" AGL OF EXISTING SPRINT ANTENNAS TOP OF EXISTING TOWER CF OF PROPOSED SPRINT PCS TOP OF EXISTING TOWER ELEV.=t108'-O" AGL ELEV=t106'-0" AGL ELEV.=±108 0°AGL ELEV=t106'-0" AGL FP^Z�� FRENCH 6►PARRELLO NEW SPRINT PANEL ANTENNA ASSOCIATES (TYP.OF 2 PER SECTOR,TOTAL 1800 RaR°34.Sub 101•W�,New losay 07718 OF EXISTING ANTENNAS (BY OTHERS) EXISTING SPRINT ANTENNAS OF 6)AND NEW SPRINT RRH(TYP. o-732 312 MM f 732 31P 9801 (TYP. OF 2 PER SECTOR, OF EXISTING ANTENNAS (BY OTHERS) OF 4 PER SECTOR,TOTAL OF 12) ELEV.=t98'-0" AGL TOTAL OF 6) TO BE REMOVED ELEV=t98'-0" AGL 3 4 s SQL' OF NEVfr A-3 A-3 A-3 �� r O�O L J. s T tgRo O•p� A-3 A-3 Q 1 r Of <lr OF EXISTING ANTENNAS (BY OTHERS) J� rk OF EXISTING ANTENNAS (BY OTHERS) N ` ELEV.=d 78'-0" AGL ELEV.=t78'-0" AGL p 96 2 ti PETER JO. S C 0A� NEW 70RK PRF 1O.079612 REVISIONS REV. DATE REVISION DESCRIPTION 0 01/17/18 tMM FOR REVIEW EOF EXISTING ANTENNAS (BY OTHERS) OF EXISTING ANTENNAS (BY OTHERS) 1 02/22/18 ISSUED AS MAL L '-0" AGL ELEV.=f61'-O" AGL PROPOSED SPRINT(4)1-1/4°P1 FEEDLINES (±168)ROUTED TO FOLLOW EXISTING CABLE ROUTING TO RRH LOCATION. EXISTING FEEDLINES TO BE REMOVED. NOTES EXISTING 107'-6" EXISTING 107'-6" THIS DOCUMENT HAS BEEN PREPARED FOR A MONOPOLE MONOPOLE 24"x36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT MATTITUCK NY33XC688 ELIJAH'S LANE GRADE GRADE ELEV,=tO'-O" AGLh NOTE, ELEV.=tO'-0" AGL MATTITUCK, NY 11952 ANTENNA BY OTHERS NOT SUFFOLK COUNTY SHOWN FOR CLARITY. K1 EXISTING TOWER ELEVATION STRUCTURAL NOTE: �� PROPOSED TOWER ELEVATION A-2 SCALE: 1/8" = 1'-O" A STRUCTURAL ANALYSIS OF THE EXISTING A-2 SCALE: 1/8" = 1'-O" GRAPHIC SCALE TOWER SHALL BE PERFORMED TO CONFIRM GRAPHIC SCALE ELEVATIONS 8 o a 8 16 32 ADEQUACY PRIOR TO INSTALLATION OF NEW 8 0 a 8 16 32 ANTENNAS AND CABLING. 1/8 INCH- I FOOT 1/8 INCH FEEL FOOT CONTRACTOR TO VERIFY CONDITIONS OF THE DATE of/oa/zole SCALE, AS NOTED EXISTING WIRELESS INSTALLATION PRIOR TO MODIFICATIONS. IF THE CONDITIONS ARE NOT DRAWN BY' SHEET# NOTE: AS PER THE ORIGINAL INSTALLATION OR THE 0C. ANTENNA BY OTHERS NOT SUPPORTING STRUCTURE HAS DETERIORATED, CHECKED BY SHOWN FOR CLARITY THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. P'LT A-2 PROJECT# 2438 1303 a o EXISTING 1 ARM MOUNTS Sprint (TYP OF 1 PER SECTOR, A jr zo TOTAL OF 3) TO BE REMOVED S�„CADS 8580 Sprint Parkway N Overland Park,KS 66251 w EXISTING SPRINT ANTENNAS (TYP. OF 2 PER SECTOR, TOTAL OF 6) TO BE REMOVED CROWN NEW SPRINT PANEL ANTENNA EXISTING 107'-6" ON EXISTING MOUNT(TYP.OF CASTLE = MONOPOLE 2 PER SECTOR,TOTAL OF 6). cc F, NEW SPRINT RRH ON NEW ThOFO" Ot On foeOW reoss W111d ry MOUNT(TYP.OF 4 PER 3 4 p SECTOR,TOTAL OF 12) A3 A3 77 EXISTING 107'-6" 5 6 7 MONOPOLE A� -3 A3 Z FPA P s f�sFD q FREf1161 61 PARRELLO o rOR ��Cpyq ASSOCIATES O IBM Route 34,Sidi 101•Wei New Jelmy 07718 a732WIR98M P7323129801 _ 2oTq SEAL. P 0 FCT / r0� NG A S N NEW SPRINT LOW PROFILE 796 rL PLATFORM SITE PR01 PART# AQ A MC-PAI2L-B WITH HAND RAIL KIT ��^O PETER J DATE SITE PR01 PART#MT-196.12 Q N NEW YORK PROFESSIO UC.NO 079612 OQ v� REVISIONS REV DATE REVISION DESCRIPTION 0 01/17/18 WUE0 FOR REVEW 1 02/22/19 ISSUED AS FMIL EXISTING ANTENNA CONFIGURATION 2 FINAL ANTENNA CONFIGURATION A-3 SCALE: 1/2" = 1'-0" A-3 SCALE: 1/2" = 1'-0" GRAPHIC SCALE GRAPHIC SCALE 2 0 1 2 4 8 2 0 1 2 4 8 (IN FEET) (IN FEET) 1/2 INCH- 1 FOOT 1/2 INCH 1 FOOT MIN 25"DIA.SCHEDULE 40 NOTES GALVANIZED MOUNTING PROPOSED RRU MOUNTING KIT °i PIPE (SPRI3MWD271A1 ORAPPROVED EQUAL) DEPTH WIDTH '�`4-<:•`Ar `- -�-WIDTH-r- r t—DEPTH \ THIS DOCUMENT HAS BEEN PREPARED FORA PROPOSEDANTENNA PROPOSEDZ5 GHZ RRU e - ON NY OTHER FORMAT6'FORMAT DO NOT SCALE IF PLOTTED MOUNTING BRACKET A-3 e (TYP) o IF THIS DOCUMENT DOES NOT CONTAIN THE PROPOSED CABLES FROM o RAISED SEA OF THE UNDERSIGNED BREAKOUT CYLINDER TO RRU'3 o PROFESSIONAL,IT IS NOT A VALID DOCUMENT o AND NO LIABILITY IS ASSUMED FOR THE PROPOSED SST STANDARD o j;, INFORMATION SHOWN HEREON. HANGER PER MANUFACTURERS c SPECIFICATION o J THESE DOCUMENTS ARE CONFIDENTIAL AND NOTES ARE THE SOLE PROPERTY OF SPRINT AND PROPOSED BREAKOUT CYLINDER o TX CONFIG 2x50 MAY NOT BE REPRODUCED,DISSEMINATED c0 o WEIGHT 60 LBS OR REDISTRIBUTED WITHOUT THE EXPRESS w o VOLUIME:49 LITERS WRITTEN CONSENT OF SPRINT. PROPOSED RISER CABLE J o DIMENSIONS HxWxD 194"x129"x107" 6 800 MHZ 2x50W RRH DETAIL A-3 NOT TO SCALE MATTITUCK SIDE VIEW FRONT VIEW NY33XC688 ANTENNAED25MHz �` % ELIJAH'S LANE ANTENN `;.fi"' 4 NOTE •_�,, A� COMPLY WITH MANUFACTURERS INSTRUCTIONS I MATTITUCK, NY 11952 TL ENSURE THAT ALL WITH N RECEIVE _ _ ELECTRICAL POWER WITHIN 24 HOUR30FBEIN6 O •®• �� SUFFOLK COUNTY FRONT VIEW SIDE VIEW REMOVED FROM THE MANUFACTURER'S 6 PACKAGING DO NOT OPEN RRU PACKAGES IN PROPOSED 800 MHZ RRU A� THE RAIN - ANTENNA MODEL DIMENSIONAL DETAILS BOTTOM VIEW � ANTENNA AND RRU PROPOSED iQ° MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT I CONFIGURATION AND HARDLINE COAX - CCC JUMPER FROM FILTER DT48BB-M COMMSCOPE 82' 719" 138" 58 LB8 RRU MODEL DIMENSIONAL DETAILS _ .,�. 1 TOANTENNA g DETAILS NOTE MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT Y PROPOSED RRU SHALL BE MOUNTED BEHIND PROPOSED RIFT CABLE ANTENNA MODEL DIMENSIONAL DETAILS PROPOSED ANTENNAWHENEVER POSSIBLE IF TD-RRH8x20-25 ALL 6T' 1 261° 1 186" 1 70LBS DATE SCALE THERE IS NOT ENOUGH ROOM TO MOUNT NOTES PROPOSED RRU BEHIND PROPOSED ANTENNA, MODEL MANUFACTURER DEPTH LENGTH WIDTH WEIGHT TX CONFIG 4x45 01/04/2018 AS NOTED THEN PROPOSED RRU SHALL BE MOUNTED ON CLOSEST AVAILABLE MOUNTING PIPE APXVSPP7&C-A20 RF6 1 7 9" 720" 11 B" 62 LBS WEIGHT 44 09 LBS DRAWN BY SHEET# VOLUME 49 LITERS DC DIMENSIONS HxWxC,21 65"x12 99"x6 89" CHECKED BY ANTENNA AND RRU MOUNTING DETAIL 4 2.5 ANTENNA DETAIL 5 2.5 RRU DETAIL 7 1900 MHZ 4x45W-65 RRH PJT A_3 r A-3 NOT TO SCALE A-3NOT TO SCALE A-3 NOT TO SCALE NOT TO SCALEROJECT# 243E 1303 Sprint 6580 Sprint Parkway Overland Park,KS 66251 CROWN U*mwo CASTLE no FoOntlnlon for o wiroloawotla FP^z� FRENCH 6.PARRELLO ASSOCIATES 19W Rmft 34,S1rka 1m•WhL New Jm"W 07719 fr7329129800 t782312980'1 SEAL pF NEW Y uj ANTENNA INFORMATION AND BILL OF MATERIALS Z ITEM SECTOR DESCRIPTION QTY I DIMENSIONS PART/MODEL# AZIMUTH RAD CENTER 1 2.5GHzANTENNA 1 71.9"x13.8"x8.2" COMMSCOPE DT465B-2XR 320' 100-01, A �96 2 2 2.5GHzANTENNA 1 72.0"x11.8"x7.9" RFSAPXVSPPI8-C-A20 320" 108-0 PETER J. Sluff FATE UC NO 3 ALPHA 2.5 GHz RRH 1 25.4"x17.5"x5.7" TD-RRH8x20-25 N/A N/A NEW 70RK PROFES90 079612 4 1900 MHz RRH 1 25.111x11.1"x1L4" 1900MHz RRH(65W) N/A N/A REVISIONS 5 1800 MHz RRH 2 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A REV DATE REVISION DESCRIPTION 0 01/17/18 ISSUED FOR RENEW 1 6 2.5GHzANTENNA 1 71.9"x13.8'1x8.2" COMMSCOPEDT465B-2XR 110' 108'-0'.' 02/22//6 ISSUED AS i1N11 '7 2.5GHzANTENNA 1 72.0"x11.8"0.9" RFSAPXVSPPI8-C-A20 110' 108'-U1 8 BETA 2.5 GHz RRH 1 25.4"x17.5"x5.7" TD-RRH8x20-25 N/A N/A 9 1900 MHz RRH 1 25.1'Ix11.1"x11.4'I 1900MHz RRH(65W) N/A N/A 10 1800 MHz RRH 2 19.7"x13.0"x10.8" 800MHz 2X50W RRH N/A N/A 11 2.5GHzANTENNA 1 71.9"x13.8"x8 2" COMMSCOPE DT465B-2XR 210' 1081-011 12 2.5GHzANTENNA 1 72.0"x11.8"x7.911 RFSAPXVSPPI8-C-A20 210' 1081-0" 13 GAMMA 2.5 GHz RRH 1 25.4"x17.5"x5 7" TD-RRH8x20-25 N/A 'N/A NOTES 14 1900 MHz RRH 1 25.1"x11.1'1x11.411 1900MHz RRH(65W) N/A N/A THIS DOCUMENT HAS BEEN PREPARED FOR A 24"x 36"FORMAT DO NOT SCALE IF PLOTTED 15 1 800 MHz RRH 2 19.7'x13.011x10.8" 800MHz 2X50W RRH N/A N/A ON ANY OTHER FORMAT IF THIS DOCUMENT DOES NOT CONTAIN THE 16 IFIBERLINE 4 1 158, HB114-1-0813U4-M51- RAISED SEA OF THE UNDERSIGNED PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. MATTITUCK NY33XC688 ELIJAH'S LANE MATTITUCK, NY 11952 SUFFOLK COUNTY CABINET DETAILS AND ANTENNA SCHEDULE DATE SCALE: 01/04/2018 AS NOTED DRAWN BY SHEET# DC CHECKED BY PJT A-4 PROJECT# 24381303 ' BlT6 F V`! O COD KMW 16 Port Nokia-A RRH 800 1900 and 2500(Scenario 124.131,and 631 with 2.51 Spri t® Alcatel-Lucent 31102014 vs I Alcatel-Lucent 31102014 V50 ,v - `' 6580 Sprint Parkway T2Rx1 TiRx2 7xRx3 TxR_x4 TxRx6 TxRxB_'TxRx7 TxRxe _ _ I ,r,,��}7'' T '� 1 � a�!' Overland Park,KS66251 CROWN ---- - CASTLE i ,, 1 I .P RF Julnpets are not installed In oumerleel order.Rekr to the apedflc - mo Poawauon coca wirolo.a woda , plumbing diagram for installason order f. I' (¢ w�rhe - - - '•,, `- = RIF Y CALIBRATION DC JUMPERS - - CABLE Power 1 'nonnnn If f roreeum+uo„m,m..nw.. i J I uaq een YS,- 1 BETA i f C. i Y � - _ TxRx1 TxRx2 TxRx3 TxRx4 TxRx6 TxRx6 T.RxT TxRxS 1Sp0flfl°m"ra°° I,' 23r b FRENCH&PARRELL® ee. b yy f, �INDIN . ` - , y; ' 3' $ 1 - o I I amx ro x,a 1800 Ror4e ASSOCIATES 6 4 8 2T.7 = 34.Buke 701•wak Now Jersay 07719 r73231290M 1`732 312 9801 61 M � I �rl i171 i usa.s� SEAL 7��oF NE ti wY0 Ipp yqI I 1RF jumpers are not Installed In numerical order.Rererto the specific 1� tl I I soon..xre a'I Isaaa Me—It Al Q(G.��R J. - l ,plumbing diagram for Installation order , V x r � � I rnasoMsoaouorwa. � j t o ` RF CALIBRATION' DC CABLE power r - JUMPERS �- -_ �j 1',11 �j J� 1�,�j ;� - a�n` G;4MMiA„,•1��±f'��a7z; ..� - ";,:1 I ����@�lP� �I I � I� 1�=��_ - LLL-111 .� ="i.,"1F t�Cl i (-J(C_�,- _ TxRxl TxRx2 TxRx3 TxRx4 TxRx6 TxRx6 TXRx7 TxRxB -' ' V 1 I _ I 1 6 3) T ;Y:. _.' ,', O ace-06 r I I I I I��•p \\ Use Notla-ACPRlalxk 6 (`, .- - - — .--a jniatiraeaAmr C-neurone A 796 `� !G YQ i e �L__�—�——_— /—/- PETER J TE,SG DATE ' c i Q d { I N NEW TORN PftOFE5510 UC.ND 079612 A II t (_._._._._._. REVISIONS ' i?� 6 -0 6 nnH xsmnr7msu v'®' d"„ REV DATE REVISION DESCRIPTION Q 1RF Jumpers are not Installed In numerical order Rererto the specific 2 - ® 4 - l Plumbing diagram for Installation order. l 1 1 1 ; caw momru ® p m°� —•--. o or/t7he Issum FOR REVIEW J Y Y pgN�r� d 1 02/22/16 WUm AS MAL - - r RF CALIBRATION DC .• - - CABLE Powe JUMPERS r i `Not to Scale Fi to D istri Lrtion ox giber Connectiui j�- 1B ;S to istribution Box Fiber Gonnectivi f Alcatel-Lucent 3/102014 V50 Alcate4Lucent 3/1012014 V50 I I= eCC M'2-H R CPRI Block Connections for Scenario 124,131,and 631 with 2.5 Each Sector is Equipped with: 7--cz-r� Two 800 RRH - ^ .■---ter�_ NOTES B 8 One 1900 RRHs _ One 2500 RRH r THIS DOCUMENT HAS BEEN PREPARED FOR A A�'p h'a B etia a CTl f�l'a r 24"x 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT tin IF THIS DOCUMENT DOES NOT CONTAIN THE j. RAISED SEA OF THE UNDERSIGNED \ I r n a ro � PROFESSIONAL,IT IS NOT A VALID DOCUMENT e ro ml r i•'•I' I n 1 31 1 9 e 7 1 ` N 'N n N N� AND NO LIABILITY IS ASSUMED FOR THE� j9 settarNumber Frequenry/Padlo INFORMATION SHOWN HEREON. � •� Hybrid Cable Number Distribution Bou Fiber.Panel FlberPalrtblallumber� Upper Block THESE DOCUMENTS ARE CONFIDENTIAL AND rr ARE THE SOLE PROPERTY OF SPRINT AND SNV BETA SNV ALPHA MAY NOT BE REPRODUCED,DISSEMINATED za z3 z 1 z 9 le 17 1 is 1" a OR REDISTRIBUTED WITHOUT THE EXPRESS 12 i1 10 9 8 7 6 5 q 3 2 1 o,•rvn "°*'"•"a Settgr 2/Hybrid Cable S(7500 RRH•I/CPRI-1 I WRITTEN CONSENT OF SPRINT Scoorl/Hybrid Cable 4/2500 RRH 1/CPRII •Gl (. 3i."&�}-[,1-� C7 = k'i''Qr ` Settar3H brid Cable 6/2500 RRH-1/CPRI-1 D. .-"� - - HF21 F5 HF21 F3 HF21 F7 HFit FS HFit F3 HF11 Fi Sector 1/HWda Cable 4/2500 RRH-1/Crab2 MATTITUCK (qrJ 2.5 B 2 5 A - - Setter 1/HY6da Cable 4/2500 RRH-1/CPRI-3 - Sector 2/Hybrid Cable 512500 RRH-I/CPRI.2 24 23 22 21 20 19 18 17 16 15 14 13 Sector2/Hybdd Cable 512500RRH-1/CPRI- NY33XC688 MPO g ® ° O ° ® EE ° ° Secmr3/Hybrid Wble6/2500RRH-1/CPRI-2 COMQCIOfS Senor 3MYbdd Cable 6/IS00 RRH-1/CPRI-3 26r2-1 HF21 F4 HF21 F2 2b_1-t HF71 f-0 HF71 F2 ELIJAH'S LANE MATTITUCK, NY 11952 a - •• 2.5 G 2.5 B 2.5 A SNV GAMMA Lower Block N to ply ■F.01edePRllll *1i I SUFFOLK COUNTY U � et0� ■F➢aedl3 IY■ \u O 6'7tlGamma®f W ■FlbetlCPRlr3x1 ^^ Ir I d AI heS are N Fiber/CPRIi 12 11 10 9 8 7 s 5 4 3 2 1 c�� ID 2 ' j' 2 W i 7 I 14 13 IU5I� ® i® m F-1-_7 FU ., a. Gammas are - FlbeuCPRl3 - all 2b_3$ 2by13 2Ji 1,2 HF31 F5 HF31 F3 HF31 Fi2.5G 5 a L , P2 ------ ANTENNA PLUMBING 24 23 22 21 20 '19 18 17 1s 15 14 13 a i •p7-© DIAGRAM M -t�i Vi'b' ° ° ¢ u Not to Scale 6 33 6-23 6 73 24_34 HF31 F4 HF31 F2 O low-_ DATE SCALE ('� = 01/04/2018 AS NOTED Image depicts right side of the fiber bulkhead See BTS t0 Dl6trlbutlOn BOX TStConnebutio { LeRside connections will me the some position designation& DRAWNBY SHEET# Fibe CHECKED BY. NOTE:TERMINATE ALL USED/UN-USED FIBER PAIRS ON THE LC DUPLEX ADAPTER PLATES P J T A-5 PROJECT# 24381303 x, to 'Istrr u_Ion oX oWd onnec vl 606 - I - - 1 'tlOfl` $ almtel-Lucent 3/10/2014 vs o 1 Alcatel-Lucent a_r _ U_I,OII B 0/201 OVU@r,_"''II IleC 11V,-t�/ -p.- - Man SprintMENSprint RR'H toDistri t Co V5 0 re 6580 Sprint Parkway r 4� b1 :,a^-,h- r.[.. Overland Park,KS 66251 '.°,,b<f,l. rear - ,. - _ - - " #, Alpha Bets Gamma a�Pne . = u CROWN Sao MHz, CASTLE - 'Alph ak Existing cc ' • 2 maPo�molw�ro,owrreimewona Alpha`, Alpha Power • 4JIMg 180011 6 5 111 _ .°'�;-► ',� DC � s = _ _"`° ram"V' - ` -_ FRENCH&PARRELLO Beta _ ASSOCIATES MHz, " m O O 1800 Rouen 34,61t108101 V44 Nt1w Jerea107T18 O ]+' t7.732 312 9800 f 732 312 SIM Butt Splice " • f,Y', O ";1900MHz,.-Bete4 ".ex - SEAL OF NEW Color • ' O Mechanical Codes Beta n• • •• - �, TARO 11 O�'� Spice 1boo MHz' ..�', Q Q /I- (4 AWG) . - - , O OLU 9 3� Uj x, Gamma` rf1 03 - 800 MHz,' Garilma B PETER J.APQ DATE y I iii� 101' NEW YORK PROFE5S10 DC NO 079612 O j • •• "— � - �-1800MH2 • • 1 REVISIONS p 1800 MHz_, ;. '*-r^ .12 REV DATE REVISION DESCRIPTION 0 01117AS MWD FOR RENEW r NOTE An rowan less roan - See BTS to Distribution Box P - - -- 1 _ - _ - ' 1 02/22/16 ISSUED AS FINAL I - 200feetvdll s e)d0ng ne I s MNeNron Vision wer° Power Corm €', E,u, ,....,.w NOTE. �� DC POWER CONNECTIVITY 1.CIRCUIT BREAKERS WITHIN THE SPRINT FIBER DISTRIBUTION BOX ARE 25 AMP. 2.DC SERVICE LOOP SHALL BE UTILIZED. E-1 NOT TO SCALE 3.ALL UNUSED DC FEEDERS TO BE TERMINATED WITH WIRE NUTS AND TAPED 4.WHEN COMPLETE,REMOVE ALL DEBRIS FROM INTERIOR OF DISTRIBUTION BOX. NOTES THIS DOCUMENT HAS BEEN PREPARED FOR A EXISTING EXISTING EXISTING RRU 2.5 RRU 2.5 RRU 2.5 (9)TOML IX/S77NO RRU RRU RRU ON ANY OTHER FORMAT 36"FORMAT D (J)SHOWN FOR CLARRY ON IF THIS DOCUMENT DOES NOT CONTAIN THE exISnNO OC DC CONDUCTORS RAISED SEA OF THE UNDERSIGNED CONDUCTORS (SEE CHART BELOW) PROFESSIONAL,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON THESE DOCUMENTS ARE CONFIDENTIAL AND SPD SPD SPD SPD SPD SPD SURGE ARRESTERS INSIDE ARE THE SOLE PROPERTY OF SPRINT AND FIBER DISTRIBUTION ID MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT IX/577NG DC DC CONDUCTORS CONDUCTORS (SEE CHART BELOW) CSA CSA C5A 25^ C5A C5A MATTITUCK I I NY33XC688 ELIJAH'S LANE DC CONDUCTOR SIZE CHART MATTITUCK, NY 11952 CABLE RUN<200' 8 AWG POWER CABLE RUN 200'TO 325' 6 A.POWER SUFFOLK COUNTY CABLE RUN>325' 4 AWC POWER ELECTRICAL ONE-LINE 2 DC ONE LINE DIAGRAM DIAGRAM AND DETAILS E-1 NOT TO SCALE DATE ol/o4/2018 SCALE.AS NOTED DRAWN BY SHEET#' CC CHECKED BY PJT E-1 PROJECT# 24381303 GROUNDING NOTES: GROUND KIT PROPOSED SPRINT 2 5 RRU PROPOSED SPRINT 2 5 1. THE CONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING Sprint® ■ CAD WELD ON PIPE MOUNT(TYP EACH ANTENNA ON PIPE SYSTEM AND LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR SECTOR) MOUNT(TYP EACH STRICT COMPLIANCE WITH THE NEC(AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL, • COMPRESSION CONNECTION SECTOR) LPI,OR NFPA)LIGHTING PROTECTION CODE,AND GENERAL COMPLIANCE WITH PROPOSED ltB AWO FROM RRU TO TO RRU 6580 S nni Parkwa • MECHANICAL CONNECTION TELCORDIA AND TIA GROUNDING STANDARDS.THE CONTRACTOR SHALL REPORT ANY P Y f EXISTING SECTOR GROUND BAR(EACH t VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. Overland Park,KS 66251 BOND TO TOWER RRU N OTHER INDIVIDUAL COMPONENT SHALL BE GROUNDED VIA INDIVIDUAL I HYBRID CABLE LEAD) 2. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO, LIGHTNING PROTECTION,AND AC POWER GES•S)SHALL BE BONDED TOGETHER,AT OR CROWN NOTE BELOW GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE EXISTING DIAGRAM SHOWN FOR j I PROPOSED usAWG HYBRID CABLE WITH THE NEC. CASTLESCHEMATIC PURPOSES ONLY IF PROPOSED BREAKOUT FROM ANTENNA GROUNDING EXISTING GROUNDING DIFFERS CYLINDER FROM __y PIPE MOUNTS TO CLAMP KIT 3. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH FROM WHAT IS DEPICTED,FOLLOW __ U o0o EXISTING SECTOR O TESTING(PER IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS.THE Me Fwwml°n r°.°wu°mw w°na EXISTING GROUNDING PATH PROPOSED HYBRID GROUND BAR(TYP EACH CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS CABLE GROUND KIT SECTOR) O NEEDED TO ACHIEVE A TEST RESULT OF 6 OHMS OR LESS. (TYP) NOTE PROPOSED HYBRID C115RN0 SECTOR 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CABLE G4CUN0 BAR(J)Y. {A ALL GROUND WIRES ENTERING EACH SECTOR) tlS INSULATED COPPER CONDUCTOR.STRANDED COPPER CONDUCTORS WITH S3REEN INSULATION,SIZED IN GROUND SHALL BE IN PVC SLEEVE E Mnfl)NG ABER GROUNDING CONDUCTOR ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER ✓UNCRON tA2Y PROPOSED 96AWG CIRCUITS TO STS EQUIPMENT. FROM BREAKOUT FRENCH rm PA RE CYLINDER TO EXISTING To GRour10 S. EACH SITS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND ASSOCIATES SECTOR GROUND BAR BAR WITH#2 TIN GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. 180DRo11Te34,6rBe 101•WeLNaroJereap07718 0 732312BSDO P732312.9801 EXISTING TO EQUIPMENT S. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW EXISTING 9927CABINET CABINET GRADE. SEAL 0F N�wr BATTERY ��P ,DER J.T,t( OiA CABINET 1 7. APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR PASTE)SHALL BE USED R �� HYBRID CABLE GROUNDING DETAIL ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. Qti b� I E-2 NOT TO SCALE 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. ✓" EX/S7ING G40UN0 8. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND °°°Oo I ff4R AT 64SE OF SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. Z I I I I EX/SRNG EOU/PMENT � IDIIER I ) I ) 6MUN0 8W 1 10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY A 796AS I ( I I E115RN7 CDNNECRON CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE BETWEEN-40'AlENT DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT PETER J. dO DAB I I I I AND TOWER!i4l7UND — RING CLAMPS. New roNK PRor>:ss0 uc no osssls 11. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION REVISIONS SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING REV. DATE REVISION DESCRIPTION AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR 0 01/17/18 113SUM FOR Rewew SLEEVES THROUGH WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC 1 02/22/18 MWED AS Fwu �— MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) (,I40UN0 R/NG CROUN EX/SRNG EQU/PNEM RWNO R/NG 6 MOM CONDUIT GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. rl_'� GROUNDING RISER DIAGRAM 12. ALL GROUNDING SHALL COMPLY WITH THE MOST-RECENT REQUIREMENTS OF NEC ARTICLES 260 AND 810. E-2 NOT TO SCALE 13. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 14. IF USED EXTERIOR GROUNDING RING SHALL BE BURIED TO MINIMUM DEPTH OF V-6" BELOW FINISH GRADE TO TOP.ELECTRIC METER GROUND EXCEPTED. NOTES. THIS DOCUMENT HAS BEEN PREPARED FOR A 16. UNLESS OTHERWISE NOTED,GROUNDING CONDUCTORS SHALL BE, 24"x 36"FORMAT DO NOT SCALE IF PLOTTED ON ANY OTHER FORMAT A. BETWEEN EXTERIOR ITEMS 6 BARS:#2 SOLID,TINNED,COPPER IF THIS DOCUMENT DOES NOT CONTAIN THE B. BETWEEN ANTENNA GROUND KITS&BARS:#2 GREEN STRANDED RAISED SEA OF THE UNDERSIGNED INSPECTION WINDOW PROFESSIONAL,IT IS NOT A VALID DOCUMENT REQUIRED FOR ALL INTERIOR 16. GROUNDING CONDUCTORS LARGER THAN#6 SHALL HAVE A MINIMUM BENDING RADIUS AND NO LIABILITY IS ASSUMED FOR THE TWO-HOLE CONNECTORS INFORMATION SHOWN HEREON GROUND TO BASE CABINETS,REMOTE BUTT CONDUCTOR OF 12"GROUNDING CONDUCTORS#8 AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". THESE DOCUMENTS ARE CONFIDENTIAL AND RADIO HEADS CABLE GROUND KITS,ETC. EXTERNAL TOOTHED INSULATION UP AGAINST THE CONNECTOR BARREL ARE THE SOLE PROPERTY OF SPRINT AND 1J41 TIN PLATED 3/8°Ox1 1J2° 17. GROUND SYSTEM SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 6 OHMS OR MAY NOT BE REPRODUCED,DISSEMINATED COPPER GROUND LESS. OR REDISTRIBUTED WITHOUT THE EXPRESS BAR FURNISHED BY TWO HOLE SPADE,TO S/S NUT COLD SHRINK OR SUBMIT AN INDEPENDENT FALL OF POTENTIAL TEST REPORT. WRITTEN CONSENT OF SPRINT. COMPANY BE USED TO CONNECT APPROVED EQUAL TO GROUND BAR 18. NOTIFY SPRINT PROJECT MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING S/S LOCK GROUNDING SYSTEM DUE TO SITE SOILIRESISTANCE CONDITIONS. WASHER MATTITUCK 0 � 1" MIN 18. ALL CONNECTIONS EXTERIOR TO BTS EQUIPMENT CABINETS SHALL BE CADWELDED ALL S/S FLAT �y INTERIOR CONNECTIONS SHALL BE EITHER CADWELDED OR HEXAGONAL COMPRESSION 0 � 0 0 Io (D � � 0 WASHER I I CRIMP,UNLESS OTHERWISE NOTED.ALL MECHANICAL CONNECTIONS UTILIZING BOLTS NY33XC688 QO SHALL BE MADE WITH TWO HOLE,LONG BARREL LUGS AND STAINLESS STEEL ELIJAH'S LANE BE, HARDWARE.APPLY ANTI-OXIDANT AT ALL MECHANICAL CONNECTIONS. BOND TO BURIED INSTALL 2ND LEAD TO APPLY NO.OX 20. THE FOLLOWING LIST SHALL BE CONNECTED TO THE NEW GROUNDING SYSTEM(WHERE MATTITUCK, NY 11952 GROUND RING,TOWER BURIED GROUND RING APPLICABLE 8 WITHOUT LIMITATION): SUFFOLK COUNTY OR EQUIPMENT AT TOWER BOTTOM 1 4 MIN GROUND BAR GROUND BAR S/S FLAT GROUND BAR COLD SHRINK OR A. ALL EQUIPMENT CABINETS NOTES WASHER APPROVED EQUAL B. EXTERIOR CABLE TRAY SYSTEM GROUNDING DETAILS AND 1.APPLY NO-OX TO LUG AND BAR CONTACT SURFACE.DO TINNED COPPER C. EQUIPMENT SUPPORT FRAME NOT COAT INLINE LUG. GROUNDING BAR NOTES 2.IF STOLEN GROUND BARS ARE ENCOUNTERED,CONTACT S/S BOLT(1 OF 2) D. ANTENNA TRANSMISSION CABLES.(2 LOCATIONS EACH) SPRINT CM FOR REPLACEMENT THREADED ROD KIT. E. ANTENNA SUPPORTS DATE, SCALE 01/04/2018 AS NOTED 3 GROUNDING CONDUCTOR TO GROUNDING BAR 4 EXTERNAL EQUIPMENT GROUNDING CONNECTION F. PPC CABINET DRAWN BY SHEET# E-2 NOT TO SCALE E-2 NOT TO SCALE G. DC DISTRIBUTION BOX DC 21. METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN CHECKED BY: ACCORDANCE WITH NEC ARTICLE 820.40(a)S.PROVIDE GROUND JUMPER FROM BONDING P a T E—� BUSHING TO NEAREST BAR USING#2 WIRE AND OZ-GEDNEY TYPE HBLG BUSHINGS. PROJECT# 24381303