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HomeMy WebLinkAboutBB17 0009261W. CITY Of BREMERTON City of Bren)erton Depattineut of'Coninuuiity Development PERIVIfTNUMOLK: BB1700926 DATE ISSUED: 02l21/2010 345 - 6th Street, Ste. 600, Bremerton IVA 98337 SITE ADDRESS: 4119 WHEATON WAY (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUi'1IBF.R: 022401-1-033-21l04 Name APPC;ICANT: CR0�1'N CASTLE CON'fRAC'I'OR: P:AJ TELECOAi INC Oti\:\ER Eiti•I:\II.: Phone 360-324-4941 Address I505 \\'ESTLAKE e\1'1?NUF. NORTH, SUffE 800 SEATTI.E, WA 99109 60 �VASHING'fo.N1"'E S'UT 200 BRF;A[ERTON, WA 983374888 PO BOX 522 GLADS•fONEj OR 97027 Access Code tIC7U'.,-LFVF S1F72-IRF711' OJXDB-0%'I'XI SUBAICr7`ED: 11/U9/2017 <\PPRO1'Ell: 12/U�/2017 E\P1RAT[ON: 08/2UI2018 S'fAT1J5: I5StJt:D VALUATION: "CiYhnology Fee Building Permit State Surcharge Plan Review Fee 'TOTAL F[iES $45,000.00 J27.15 5543,00 S4.50 5352,95 3927.61E Conuuercial Building Permit �s/ AlechanicallPlwubing SPRINT SE521C002 - I�IC)DIPl' EXISTING ANTENNA TACILITI' SPI2IIVT SF..S2YC002 - MODIFY E�CI5TING ANTENNA PAG►(..IT'1' Building Code Edition: Occupancy Group: fy pe of Construction: Flood `Lone: Sctbacks: Sanitation Aletlrod: \umber of Bedrooms: Inspection Requests: FIRE: Fire Inspections (36U) 473-5385 DCD: Building Inspections: (360) 473-5870 HEAT: 'H: Kitsap Count Health District (360) 337-5285 I.&I: Department of Labor and Industries (360) 4154000 PR'&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days, It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the conditions of this permit including all conditions '/off'zoning, building codes, and StateandFederal laws. SIGNATURE OF OWNER OR AGENT: �(/`%/� C�,IL� (�JN t i0Z. PRtN'1'ED NAAIE: �r t me, C J e DATE: CONDITIONS Printed Uy : b[ountjo}', i\targrzt on: U2!2l%2018 U2:A2 ['t�i Page 1 of 3 City of Bremerton Department of Community Development 345 - 6th Street, Stc. 6U0,, Bremerton �W<1 98337 (360)473-5275 Fax; (360)473-5278 PERMIT IN UMIJtK: DATE ISSUED: BBl7 40926 r2018 SITE ADDRESS: 4119 WHfATON WAY ASSESSOR \'UitiIBIsE1: 0224OI-i-033-2004 ZO\I\G: UCC Namc Phone Address Access Code APPLICANT: CROWN CASTLE 150i WESTLAKE AVENUE NORTH, HC7IZ-LFZ7F SUITE 800 SEATTLE,1WA 98109 051'\ER: KITSAP TRANSIT INC 36(I-8244941 60 sWASHING`fON AVE STE 200 SiP724RF7yW' BREMERTON, tVA 983374888 CO\ TRACrOR: PAJ TELECOM INC PO BOX 522 OJXDB-OZTXI GLADSTONE. OR 97027 )WNER EMAIL: SUBMITTED: 11/09/2017 APPROVED: 12/04/2017 EXPIRATION: 08/20/2018 SCATUS: ISSUED By applying for this per►nitI the applicant has granted to thcCity of Bremerton the right to enter the above -described location at rcasottable times to inspect the proposed, in -progress or completed work performed under this permit to ensure compliance with the permit conditions and other applicable laws and regulations. Should such entry be refused, all authorizations and approvals contained in this permit shall be immediately suspended and any work perforted under the permit shall inintediately cease until authorized in writing by the City of Bremerton. NVork performed in violation of this condition shall be considered to have been performed vtithout the approval of the City of Bremerton. The City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or statelaws. 1. (DCD•50) Final Inspection Required: All building permits shall have a final inspection. performed and approved by the City of _ Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. The permit expires 180 days past the date of inactivity. Required inspections: Any work required to be inspected and that is covered before such inspection may be required to be uncovered so Chat the inspection maybe performed. Examples of inspections to beperformed before covering are mechanical rough -in, plumbing rough -in, gas piping, fronting, and sheetrock nailing. 2. (DC:D-01) ASBESTOS AND LEAD.BASEDPAINT: ASBESTOS: Prior to perfonuing any renovation or demolition work, Puget Sound Clean Air Agency and Washington Department of Labor and Industries (L&1) regulations require an asbestos surveybe performed to determine whether there are asbestos -containing materials in the work area or structure. Tire asbestos survey must be conducted by and EPA -certified (AHERA) building inspector(except renovation or ovvrier-occupied single family residences).For more information, please contact Clean Air Agency through their web site at w•ww,pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&1 web site can be found at w-wwv.tni.win.goy:TradesLicensiitg�.LicensingReq'Asbestos/default.asp'. LEAD -BASED PAINT: A contractor or person receiving compensation who is performing renovation; repairs or painting on a residential building or a chil&occupied facility built before 1978, must be trained and certified by an accredited training provider, and registered as a Renovator by the Washington State Department of Commerce- Lead -Based Paint Program. For further information please contact: The Department of Commerce website at: w w7v.commerce.u'a.gavilcad, or call: (360) 586-LEAD (5323), CONTIL&CTOR: A contractor's registration issued by Washington State Dept. of Labor & Industries is required for anyone who contracts or submits bids for construction work, including new construction, alterations, repairs, or anyone who consults or superintends, improves, demolishes, develops residential property for sale, or "flips" houses. Contact L & I at (360)415- 4000 for information. 3. (DCIM2) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or art approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also nuthorized to prevent occupancy or rise of a structure where in violation. of the Washington State Building code or of any other ordinances of the City of Bremerton. 4. (DC'D47) DCD: Reinspection Pee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on -site for inspection purposes, and work to be inspected shall be complete and ready for inspection. if an inspection is called for and plans are not available on site, or the work is not ready for iuspoetion,approval will not be grated. In addition, a re - inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. >. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. Any changes to plans shall be approved before construction is performed_ Architect or engineer of record shall approve Clio change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. AV 6. (DCD-OS) Plmnbing work shall be performed by a Level 01 Journeyman Plumber licensed in the state of Washington, kL Residential plumbing work may be performed by a Level 01 or :Lcvel 02 Journeyman Plumber licensed in the state: of Washington. Single family residential plumbing work may be perforated by the owner. Printed F}• : t`toungo}•, 4targtrt nn: 02%212015 02:42 Ph[ Paga 2 o f 3 Citr' of Bremerton Department of Community Development 345 - Gth Strect, Ste. 6011, Bremerton \\'A 98337 (360)473-5275 Fax: (360)473-5278 ASSESSOR NUh[BER: 022401-1-033-2UU4 Name API'LICANF: CROWN CASTLE OWNER: KITSAP TRANSnn INC CO\'['li;\C'IOR: PAJ "CELECO\I I\C Or\'NT;R EhIAIL: SUB ] IT'I"I'ED: 11 /09/2017 CONING: DCC Phone Address MITNUMBER: DATE ISSUED: [3i317 00926 02l2I/2018 SC["F. ADDRESS: 4119 WWEATON WAY Access Code 1505 \r'ES'fL:1KE AVENUE \OI2TH, FIC7l%-LF%7F SUITE 800 SEATTLE, WA 98109 3604244941 60 WASHINGTON AVE STE 200 SIP724RF71\' BREhIERTON, R'A 98337-1888 PO 1TOS: M, 0,EYDB-U7_TXI GLADSTONE, OR 97027 APPROVED: 12/04/2017 EXPIRXI'ION: 08/2012018 STATUS: ISSUED 7. (DCD-10) A separate. electricalperntit issued through Labor S Industrics {L&1) is required flit vmy new, modified, repair, replacement, service, maintenance, or temporary installations" Electrical work is inspected by L&I prior to cover and the framing inspection. Contact LOCI at360-415-4000 or an>:yv.lni.wa.gov. (ltC W 19.28) 8. (DCIJ-SS) To satisfy public records retention requirements and public disclosure requests, a set of as -built plans in electronic formal shall be submitted to the Building Dept, before the final building inspection is scheduled. The format may be in .pdf (preferred), .jpu, or .tifelectronicfiles and submitted on CD, flash drive or other acceptable method as determined by the information technology specialist. As -built plans include the civil drawings, site plan, floor plums, construction and structural drawings, and facility systems. 9. (DCD-51) Certificate of Occupancy: A Certificate of Occupancy must be issued for the building prior to use and occupancy. Please call (360) 473-5870 to schedule the required final building inspection after the final Development Engineering, Public Works, Planning Department, Health District and L&I Electrical inspections have been performed and approved. OCCUPANCY — Certificate of Occupancy inspections by Building and Fire Departments after time occupancy is stocked and stored and before opening to the public may be requested by email at htictmael.S1Ar%:ci.brenterron,wi.ns or (360)473-5870. 10. (DC13M) Call before you dig: Calling 811, two business days before you begin digging, will alert utilities to come out and mark THEIR buried lines from the street to your house For FREE! l I. (LU29) No sign shall be placed, erected, or displayed without first obtaining a sign permit unless exempted under B\IC 20.52.040. Sign size and placement regulations cart be found in BBC 20.52. Off -premise signage is prohibited. 12. (Custom) urtle 20 in the BBC, All development not shown on the approved plans must be submitted for Development must comply review and approval prior to construction. BINIC 20.46.140 Wireless'I'elecommunieations (1VTI's). All WTFs shall comply with the standards of this chapter, including BNIC 20A6.140(i) Abandonment or Discontinuation of Use; and BMC 20.46.140 6) Continued Maintenance Requirements, Future development shall comply with original intent of concealment, including intent of proposed additional original concealment. 1`II\rIDIU�I Ii\rSPECT'IOVS REQLtIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name an permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's wcbsitc at titi•nyti•.ci.f3remcrton.rva.us. Inspection Description FRAMING Pmming Lt:spectian (btrettanicai R Plumb hough-hm, Elect Cover Completed) ELECTRICAL FINAL L&I - Electrical Final Inspection FARE - FINAL FIRE. - Final Inspection FINAL - BUILDING Final Inspection - Building Prinud l:y : 8[ountjoy, \targrat oa: 02;21�2013 02:-t2E'\i Page 3 0l' 3 CITY OK �REMERTON Department of Community Development * 345 - 6th Street, Suite 600 *Bremerton, WA-98337-1873 BUSIneSS Name: APPLICANT :Clearwire Corp dba Sprint submitted by Amelia Meckler. Crown Castle Site AddreSS: 4119 Wheaton Way i o apply ror a property aaaress, conract ruouc works ar tsbu� 4is-a�iu CONTRACTOR BUSINESS OWNER Name: TBD Name Landowner: Kitsa Transit Address: Address: Tower Owner/Operator: Crown Castle City, State, Zip: City, State, Zip: contact info on T-1 License # & Exp. Date: Phone #: ( ) Bremerton Business License: Authorized Agent Name: Crown Castle c/o Amelia Mec Contact Name: Address: 1505 WESTLAKE AVE N, #800 Contact Phone #: ( ) City, State, Zip: SEATTLE, WA 98109 Email address: Phone #: (206 ) 336-2863 Tax ID/Parcel #: 022401-1-033-2004 Email address: amelia.meckler@crowncastle.com Sewer Septic What is the application for? (Please check) 0 New Construction Alteratiorl� Addition NEW COMMERCIAL 0 TENANT IMPROVEMENT WITH WORK COMMERCIAL REMODEL � OCCUPANCY WITH CHANGE OF USE COMMERCIAL ADDITION � NEW SIGN COMMERCIAL REPAIR 0 GRADING (Cubic Yards: ) NEW MULTI -FAMILY � REROOF OTHER: eligible wireless facility request -modification DEMOLITION Interior Exterior** Foundation Wall** Roof /Section** **Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior fo demolition permit issuance. IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES � No � er DCD Scope of work proposed/Type of BUSIneSS: Clearwire (Sprint) prosposes to modify an existing wireless facility by replacing (3) antennas. Removing RRU and cables and installing (12) RRU (radios) on new mounts with ancillary equipment and cables. At ground level, replace H- game, remove (3) cabinets and Install �3) new cabinets m expanded C;learwlre lease area wrtrim exist Square Footage: Building: existing4o2 sgft compoundConstruction Type: v- Valuation Plan Review Fee Permit Fee Surchar a Tech Fee Total Fees 1 � Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after irati ,the p#iCant shall resubmit plans and pay a new plan review fee. plican s ignature Date nt Name Rev. June 2016 1505 Westlake Avenue North Suite 800 Seattle, WA 98109 November �, 201� CITY OF BREMERTON, WA 345 6T11 STREET SUITE 600 Phone:(206) 336-2863 Fax: www.crowncastle.com BREMERTON ,WA 98337 City of Bremerton, DCD 7 RE: Eligible Facilities Request to modify equipment on a communications tower located at: 4ii9 WHEATON WAY, BREMERTON, WA, 983io Crown Site Number: 814642 / Crown Site Name: EAST BREMERTON Customer Site Number: SE52XCO02 / Application Number: 403634 Crown Castle USA Inc. ("Crown Castle") on behalf of Clear Wireless LLC ("Clearwire Corp (SPRINT)") is submitting the attached Eligible Facilities Request application to modify transmission equipment on a telecommunications tower located at 4119 WHEATON WAY, BREMERTON, WA 98310 in CITY OF BREMERTON, WA (the "EAST BREMERTON Tower"). Clearwire Corp (SPRINT) proposes to modify the "EAST BREMERTON Tower" as follows: Replace (3) panel antennas. Remove RRU and cables and install (12) RRU (radios) on new mounts with ancillary equipment and cables. At ground level, replace H-Frame, remove (3) cabinets and install (3) new cabinets in expanded Clearwire lease area within existing compound. Section 6409(a) Criteria for Site NOT in Public Right -of -Way Component Federal Section 6409 Limits Proposed Modification Increase height of tower 20 feet or less No increase in height Antennas extending horizontally from edge of tower 20 feet or less Antennas extend less than 20 feet horizontally from edge of tower Additional equipment cabinets 4 or fewer Removing a total of (3) cabinets from compound and installing (3) cabinets in lease area. This is fewer than 4. Excavation outside current lease area None Concealment Must not defeat concealment if any No concealment exists Original Conditions of Approval No Change Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, commonly known as the "Spectrum Act" (Pub. Law No. 112-96, i26 Stat i56), mandates that state and local governments "may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially ih� F'�rund�lticn fcir a 1llJirelaSs 1N+%0A. �r+�y�n�astle,cam 1505 Westlake Avenue North Suite 800 Seattle, WA 98109 Phone:(206) 3364 863 Fax: www.crowncasUe.com change the physical dimensions of such tower or base station." Under federal law, an Eligible Facilities Request is deemed granted with written notification in sixty (6o) days after an application is filed with a local jurisdiction, excluding tolling. Based on the submittal date of November 9, 2017, 6o days will expire on January 8, 2o18. Itemized list of submittal documents: Application Narrative/Cover Letter Construction Drawings Structural Analysis Clearwire Corp (SPRINT) is committed to working cooperatively with all jurisdictions around the country to secure expeditious approval of requests to modify existing personal wireless service facilities. If you should require more information, please do not hesitate to contact me with your questions. Sincerely, Amelia Medder Amelia.Meclder@crowncastle.com (2o6) 336-2863 ih� FC►undatican for � 51Vir�l�ss V�►+�r[d. �rvwrn�a�tl�.corrt ret Iwo From: Sent: To. Subject. Thank you for your email. Meckler, Amelia<Amelia.Meckler@crowncastle.com> Wednesday, November 08, 2017 9:18 AM Margret Mountjoy RE: Wireless facility inquiry - permits for modification and generator addition Based on a $45,000 valuation I believe I need to send a check for 352.95 to with the application. This is for the BP only. Can you confirm? I am sending the packet today. Should I send to your attention? When I am ready to submit the documents for the BP+Mechanical {different job) for the generator, do I need to send 4 copies of everything with each application? Are the submittal requirements different than what Garrett listed for the mechanical (generator) permit? Appreciate your help in all of this! Thanks, Services Real Ewstate Specialist T. 206.336.2863 hfa�v s,✓as my service%' Pfease send yot.rr corrrntents to rrry n�ana�er, Dena Adams via Dana.Adan�s c cr�uvncastie.cam From: Margret Mountjoy [mailto:Margret.Mountjoy@ci.bremerton.wa.us] Sent: Wednesday, November 8, 2017 8:16 AM To: Meckler, Amelia<Amelia.Meckler@crowncastle.com> Subject: RE: Wireless facility inquiry - permits for modification and generator addition Good morning Amelia, For the permit application we will need 4- hard copies of the plans and the plans an pdf. At the time of application the plan review fee will be due. The permit fee is based on the valuation of the project, cost of the material and labor, minus sales tax and any contractor mark up. Tease let me know if you have any other questions. 'Res�ec�tf u.CCtif, ?17aYLG)Yt't .%I024t2t�CTtf C'%ttf v f `�tre�rr.eYtv��. Buitcfin .1 DeveCopment Symatiist. 36o0 4;73 52II 1 From: Garrett Jackson Sent: Tuesday, November 07, 2017 2:24 PM To: Margret Mountjoy Cc: 'Meckler, Amelia' Subject: FW: Wireless facility inquiry - permits for modification and generator addition From: Meckler, Amelia [mailto:Amelia.Meckler crowncastle.com] Sent: Tuesday, November 7, 2017 2:24 PM To: Garrett Jackson <Garrett.Jackson@ci.bremerton.wa.us> Subject: RE: Wireless facility inquiry - permits for modification and generator addition Hi Garrett, ( did not see a CC an this email far Margaret Mountjoy. 1 am wondering if you could forward this again? Thanks, ME€..IA i�1EC�CEI"t Services Real Estate Specialist T: 206.336,2863 1-tr.�;v was rrry servkJe? Please send your ccare�rrrents to my manager; 1�ana Adan7s via L3ana.Adarrrs cro�vncastle.com From: Garrett Jackson [mailto:Garrett.Jackson ci.bremerton.wa.us] Sent: Friday, November 3, 2017 3:22 PM To: Alyce Fierro <Alyce.Fierro@ci.bremerton.wa.us>; Meckler, Amelia <Amelia.Meckler _ crowncastle.com> Subject: RE: Wireless facility inquiry - permits for modification and generator addition Ms. Meckler, Please find the answers to your questions as follows: Vk (hat is the process far these irrstal(atior�s? Eligible facilities requests require a building permit only. The applicant must provide a narrative which explains haw the proposed development qualifies as an eligible facilities request with the application. Building Permit application: http://www.ci.bremerton.wa.ulDocurnentCenter/Home/View/1719 a is there a separate zoning review? Zoning review is concurrent with the Building Permit application process for eligible facility requests. Building permits' See above. 0 is a mechanical or other permit required for the generator? Can be applied for concurrently: ht ap L ww.ci.bremerton.wa.us DocumentCenter Home View 1723 0 `hat documents are required for submittal? Provide before/after elevations, standard construction drawings, and any concealment methods utilized. 0 What are the approximate review tirnes? 4-6 weeks for initial review/comment. z I have cc'd our Building and Development Specialist Margret Mountjoy, she will let you know if there are any further submittal requirements, or special submittal considerations. Please let me know if you have any further comments. City Planner (360) 473 - 5289 345 6"' Street, Suite 600 Bremerton, WA 98337 From: Alyce Fierro Sent: Friday, November 3, 2017 3:02 PM To:'Meckler, Amelia' <Amelia.Meckler crowncastle.com> Cc: Garrett Jackson <Garrett.Jackson ci.bremerton.wa.us> Subject: RE: Wireless facility inquiry - permits for modification and generator addition Ms. Meckler; I have forwarded this inquiry to one of our planners, Garrett Jackson. I am sure he will respond to you as soon as he is able. Thank you, Alyce Fierro From: Meckler, Amelia [ailto:Amelia,�f�ckl�r�crowncaste.corn] Sent: Friday, November 03, 2017 2:19 PM To: Alyce Fierro Subject: Wireless facility inquiry - permits for modification and generator addition Hello, I am reaching out to you for help in understanding you current process for Eligible Wireless Facility Requests. If you are not the correct person to contact, please forward this inquiry or let me now who to speak with. I have two upcoming projects in yourjurisdiction on sites with eligible wireless facilities. (Cell Tower) For one, the carrier is proposing to modify the existing tower by swapping panel antennas and adding RRU (radios) and installing ground equipment (cabinets) on a concrete pad within the existing lease area. For the other, T-Mobile is proposing to add a 75kw propane generator to the existing compound. No work to be done on tower. What is the process for these installations? Is there a separate zoning review? Building permits? Is a mechanical or other permit required for the generator? What documents are required for submittal? What are the approximate review times? Thank you for your time, 3 R WN CASTLE 1505 Westlake Ave N., Suite 800, Seattle, WA 98109 CrownCastle.com How was my service? Please send your comments to nay manager, Dana Adarns via Dataa,AfalnscC ciotNncastle.COrn This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. SPRINT SITE NUMBER: SPRINT SITE NAME: SITE TYPE: MONOPOLE HEIGHT: SITE INFORMATION PROPERTY INFORMATION: SITE ADDRESS: 4119 WHEATON WAY BREMERTON, WA 983t0 COUNTY: KITSAP LATITUDE (NAD83): 47° 36't0.6" N LONGITUDE (NAD83): -122° 37' 47.3" W GROUND ELEVATION (NAVD88): ± 367.3' AMSL JURISDICTION: CITY OF BREMERTON APN: 022401-1-033-2004 ZONING: DCC OCCUPANCY CLASSIFICATION: U LEGAL DESCRIPTION: SEE SHEET A-t CONSTRUCTION INFORMATION: AREA OF CONSTRUCTION: EXISTING TYPE OF CONSTRUCTION: V-B PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROPERTY OWNER COMPANY: KITSAP TRANSIT INC ADDRESS: 60 WASHINGTON AYE, SUITE 200 CITY, STATE, ZIP: BREMERTON, WA 98337 MONOPOLE OWNER: CDMPANY: CROWN CASTLE ADDRESS: 1505 WESTLAKE AVE N, SUITE 800 CITY, STATE, ZIP: SEATTLE, WA 98109 COMPANY: SPRINT ADDRESS: 1000 124TH AVE NE CITY, STATE, ZIP: BELLEVUE, WA 98005 REPRESENTATIVE: CROWN CASTLE APPLICATION ID: 403634 PROJECT TEAM ARCHITECTURAL &ENGINEERING COMPANY: INFINIGY ENGINEERING ADDRESS: 50 t t6TH AVE SE, SUITE 210 CITY, STATE, ZIP: BELLEVUE, WA 98004 CONTACT: PAUL DANNEBERG PHONE: (425)201-0215 x1603 E-MAIL: pdanne6erg@infnigy.com SITE AQUISITION COMPANY: CROWN CASTLE ADDRESS: 1505 WESTLAKE AVE N, SUITE 800 CITY, STATE, ZIP: SEATTLE, WA 98109 CONTACT: MIKE GILSON PHONE: (20fi) 336-7402 E-MAIL: mike.gilson.contractor(�crowncastle.com CONSTRUCTION MANAGEMENT COMPANY: CROWN CASTLE ADDRESS: t 505 WESTLAKE AVE N, SUITE 800 CITY, STATE, ZIP: SEATTLE, WA 98109 SE52XC002 PARKER LUMBER MONOPOLE 98'-0" C SHEET INDEX SHEET DESCRIPTION T-1 TITLE SHEET T-2 SPECIFICATIONS &NOTES A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLANS A-3 WEST ELEVATIONS A-4 ANTENNA PLANS & RF SCHEDULES A-5 EQUIPMENT DETAILS A-6 ENLARGED EQUIPMENT PLAN &DETAILS A-7 EQUIPMENT DETAILS E-1 UTILITY ROUTING PLANS E-2 ELECTRICAL NOTES &DETAILS G-1 GROUNDING ONE -LINE DIAGRAM G-2 GROUNDING DETAILS issu ntne or an n o ermlt , �. _.� ._ >...,, CO es Or a^ O @r M 1 h i i es an or Inances o t CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE rconnicl ci r rno cAnnr APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS &AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH CONSTRUCTION AS DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. APPROVAL: SIGNATURE: DATE: PROPERTY OWNER OR REP. LAND USE PLANNER SPRINT REP. OPERATIONS RF ENGINEER NETWORK BACKHAUL CONSTRUCTION MANAGER r!ans include ia� pages of engineering documents documents that must remain attached to approved plans. _Lateral Vertical CROWN CASTLE BU #: SITE ADDRESS: COUNTY: JURISDICTION: LAT: 47° 36' 10.6" N rle DA�Id � CHANGES MUST BE APPROVEd PRIOR TO PERFORMING WORK ` �� MIII fid MfJST COMPLY !THy� qA�LL WASHINGTON S�� VVDES 814642 �®� o s 20�7 �=+ 4119 WHEATON WAY _�_� BREMERTON, WA 9$�10 :�I KITSAP C'�' of Bremerton, DCD CITY OF BREMERTON LONG: -122° 37' 47.3" W VICINITY MAP {'�EaatTo+vnaCleaners {t'1Taeopell Psctflc raprlca MatroPl;9 Aulhonzdd Doolor 0 Ca9h Alrterl SIT E Clnvxrlcaaf 9yons Q tlar � Gnll - p aoalo s1 ®tlQk Ifl TIn10 GOnllnq Dilllnatl0n HWY 42f1 And Celleatlhlss Monsytras Apaath Trsns/arinc Arena Sports tier A OrIUs � � ! 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NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THESE CODES. 1. 2015 INTERNATIONAL BUILDING CODE 2. 2015 INTERNATIONAL MECHANICAL CODE 3. 20151NTERNATIONAL FIRE CODE 4. 2015 UNIFORM PLUMBING CODE 5. 2014 NATIONAL ELECTRICAL CODE 6. TIA-EIA-222-G OR LATEST EDITION 7. NFPA 780-LIGHTNING PROTECTION CODE 8. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES, MOST RECENT EDITION 9. LOCAL AMENDMENTS TO THE ABOVE, WHERE APPLICABLE 10. CITY/COUNTY ORDINANCES 11. LIFE SAFETY CODE NFPA-101 o V S Know what's bt?IOW. Call before you dig. www.coI1811.com PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY AS FOLLOWS: • MONOPOLE SCOPE OF WORK: • REMOVE (3) EXISTING SPRINT PANEL ANTENNAS • REMOVE (3) EXISTING SPRINT RRU'S &EXISTING HYBRID CABLES • INSTALL (3) ETCR-654L12H6 ANTENNAS • INSTALL (6) 800 MHZ RRU'S, (3) 1900 MHZ RRU'S & (3) 2500 MHZ RRU'S • INSTALL (3) FIBER AND (3) POWER CYLINDERS PER SITE • INSTALL NEW T-ARM MOUNT (RMVS-2XX) • INSTALL (4) NEW HYBRID CABLES GROUND SCOPE OF WORK: • REMOVE (1) EXISTING CLEARWIRE CABINET • INSTALL (1) ECAB & (1) BCAB CABINETS • INSTALL 12'-0"X12'-0" CONC. PAD EXTENSION • INTALL (1) NEW PPC; (1) NEW TELCO CABINET; (1) NEW WORK LIGHT; (2) GPS ANTENNAS DESIGN IS BASED ON: CROWN APPLICATION ID 403783, REVISION #1 THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY SPRINT IN ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BV SPRINT. INFINIGY HAS INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS ACCOPANIED BY A PASSING STRUCTURAL STABILITY ANALYSIS PREPARED BY A LICENSED PROFESSIONAL ENGINEER. STRUCTURAL ANALYSIS MUST INCLUDE BOTH MONOPOLE AND MOUNT. Sprint® 1000 214TH AVE NE BELLEVUE, WA 98005 CROWN �,,,� CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 INFINIGY FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE, SUITE 210 BELLEVUE, WA 98004 SPRINT SITE: SE52XC002 PARKER LUMBER CROWN CASTLE SITE: BU #: 814642 EAST BREMERTON 4119 WHEATON WAY BREMERTON, WA 98310 KITSAP COUNTY 98'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 09/26/17 RC PRELIMINARY REVIEW PD 0 10/24/17 DP 90% CONSTRUCTION PD 1 10/30/17 DP 100%CONSTRUCTION PD City at BremeRon Dept. a(Cc�lr-rr�t,u►it3r rOev�krpatenfi t\V F F cl �O�l Reviewed for Co�erompliance Sy: _�G _ TITLE: TITLE SHEET SHEET NUMBERT 1 I REV1 THIS DOCUI SENT AND THE IDEAS AND DESIGNS INCORPCRATEL' HFFEIN, AS AN INSTRUMENT CF PROFESSIONAL SERVICE, ARE THE PROPERTY CF INFINIGY, LLC AND AP.E NC I TC BE USED, IN WHOLE OP. IN PART, FOR O � HER. PROJECTS OF INFINIGY, LLC. IT IS ANfY ASPECT OF THESE APPROVAL OF 7HE PROFESSIONAL OF RECORD. GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QDADTY OF THE TRADE 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A A. GENERAL C. COATING SYSTEM SPECIFICATIONS � A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE DAILY BASIS, E%CEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE: BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL OVER 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS 1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. 1MIL DFT S r � nt SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP UPON SPECIFICALLY NOTED OTHERWISE BY SPRINT. PER COAT APPUED IN TWO COATS OVER DTM BONDING PRIMER (B66A50). 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN E%EMPT FROM ADA ACCESS REQUIREMENTS. O'HARE INTERNATIONAL CENTER CONDITION AT THE END OF EACH DAY THEN AT A VACUUM CLEAN CONDITION, 2, CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES 2. 1009. ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY 10255 W. HIGGINS ROAD, SUITE 600 FREE FROM PAINT SPOTS, OUST OR SMUDGES OF ANY NATURE AT PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS 1000 214TH AVE NE 3. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL VISIT ROSEMONT, IL 60018-5607 COMPLETION OF WORK. THE JOB SITE WITH THE CONSTRUCRON AND CONTRACT DOCUMENTS TO OVER SPECIFIED PRIMER. BELLEVUE, WA 98005 CONFlRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN, AS SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING NATIONAL ASSOCIATION PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS D. PAINT &PRIMER THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL 4207 LAFAYETTE CENTER DRIVE RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. AND STRUCNRAL INSTALLATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. CHANTILLY, VA 20151-1219 26. ALL EXPOSED METAL SHALL BE NOT -DIPPED GALVANIZED. ANTENNAS SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE FOUND, THE GENERAL 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH PRIMER -KEM AQUA E61-W525 CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, THE SPRINT IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 27. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED BY SPRINT. TOPCOAT - COROTHANE II B65W200/B60V22 CROW N CONSTRUCTON MANAGER AND THE ARCHITECT. 820 TRANSFER ROAD FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS ST. PAUL, MN 55114-1406 FACILITY AND PROJECT SITE 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE SPRINT BTS CABINET 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS, THE CONTRACTOR CONSTRUCTION MANAGER. PRIMER -KEM AQUA E61-W525 SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE 28. PROVIDE A PORTABLE FlRE EXTINGUISHER WITH A RATING OF NOT LESS THAN TOPCOAT - COROTHANE II B65W200/B60V22 v CASTLE SPECIFICALLY DIRECTED OTHERWISE BY SPRINT. IF A DISCREPANCY EXISTS AND MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED 2-A OR 2-A108C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 h1E PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL BY SPRINT, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. THE PROJECT AREA UNDER CONSTRUCTION. GRIT SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED COAXIAL JUMPER CABLES CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. 15. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 AND 1505 WESTLAKE AVE N, SUITE 800 BLOCKING, BACKING, FRAMING, HANGERS OR OhIER SUPPORTS FOR ALL ITEMS. 810. SSPC-SP1. AQUA WATER REDUCIBLE PRIMER E61 W25 REDUCED 257. 5. hIESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 SEATTLE, WA 9$109 TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FlGURED DIMENSIONS HAVE 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES 7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE PRECEDENCE OVER DRAWNG SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT RAW STEEL OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK THE ACCURACY OF CODES, REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE STATE TO LIMIT INFILTRATION OF AIR AND MOISTURE. SURFACES AND FACIUTIES. PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER ALL DIMENSIONS IN THE FELD. UNLESS SPECIFICALLY NOTED, DO NOT DEPARTMENT OF INDUSTRIAL RELATONS REGULATIONS, INCLUDING BUT NOT TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/BfiOV2 9 FABRICATE ANY MATERIALS, OR BEGIN AN7 CONSTRUCTION UNTIL THE LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA). 31. UPON COMPLETION OF CONSTRUCTION, SPRINT CONSTRUCTION MANAGER SHALL 8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFED AGAINST ACTUAL CONDUCT A WALK-hIRU WITH PROPERTY OWNER OR REPRESENTATIVE OF SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO GALVANIZED METAL I N F I N I G Y� FIELD DIMENSIONS. 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY PROPERTY OWNER. ACHIEVE A COATING NO THINNER hIAN THE DRY FlLM THICKNESS ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND OCCUR DURING CONS7RUCTON. ANY DAMAGE TO NEW AND EXISTING FINISHES, INDICATED. FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE hIE ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT 9, gppLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND ENSURE FROM ZERO T O I N F I N I G Y WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. OF SPRINT AND THE PROPERTY OWNER'S REPRESENTATIVE, AT THE EXPENSE BY SPRINT. COMPLETE COVERAGE WITH PORES COMPLETELY FlLLED. STAINLESS STEEL OF THE CONTRACTOR. PRIMER - OTM WASH PRIMER, 871Y1 the solutions are endless T N M P N OF THE - R THANE 865W200 B60V2 7. CONTRACTOR SHALL NOTIFY hIE SPRINT CONSTRUCTION MANAGER, THE 33. INSTALL ALL EQUIPMEN A D ATERIALS ER THE LATEST EDITIO 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS TOPCOAT 2 COATS COROTHANE II POLYU E / PROPERTY OWNER AND 1HE ARCHITECT IF ANY DETAILS ARE CONSIDERED 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR MANUFACNRER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT 50 116TH AVE SE, SUITE 210 IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN REMEDY, AN7 FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OhiERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE PRE -PRIMED STEEL BELLEVUE, WA 98004 CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT 1MLL BE ASSUMED OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE PRECEDENCE. SURFACES THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HS, 'THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO COMPLETON AND ACCEPTANCE OF THE WORK BY SPRINT UNDER THIS AND FREE FROM BLEMISHES. SSOW24 SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE QQNTRAQT. ROOFING &WATERPROOFING NOTES REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF B. PAINING SCOPE ALUMINUM &COPPER THE WORK. 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT PRIMER -DTM WASH PRIMER, B71Y7 SPRINT SITE: AND LOCATE, OR CONTACT AN OUTSIDE AGENCY TO LOCATE, ALL EXISTING 8. EXISTING ELEVATIONS AND LOCATONS SHALL BE VERIFIED BY THE 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW WITH TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN. THE CONTRACTOR CONTRACTOR BEFORE CONSTRUC710N. IF THEY DIFFER FROM THOSE SHOWN ON SHALL BEAR ALL EXPENSES FOR hIE REPAIR OR REPLACEMENT OF UTILITIES 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS THE COATING SYSTEM INDICATED. 52 002 THE PLANS, THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW CONCRETE MASONRY PARKER LUMBER MANAGER AND THE ARCHITECT SO THAT MODIFCATIONS CAN BE MADE BEFORE WORK. ROOFNG WORK MEETS THE SPECIFlCATION OF ANY EXISTING ROOFING PRIMER -PRO MAR EXTERIOR BLOCK FILLER PROCEEDING WITH THE WORK. WARRANTIES SUCH hiAT THE WARRANTY IS NOT MADE INVALID AS A RESULT 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF OF hIIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE &RADIO EQUIPMENT THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND, hIE LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS COMPLETED AND ACCEPTED BY SPRINT. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE PROJECT MANAGER IN WRITING. THE CONTRACTOR WILL BE ULTIMATELY HELD CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S ERICSSON RADIO SYSTEMS. FACIUTIES AS REQUIRED BY THE PROPERTY OWNER, SPRINT, AND THE CITY OR SPECIFICATIONS. GOVERNING AGENCY. 10. ALL SYMBOLS &ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED 2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR TO AND CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE COMPATIBLE WITH EXISTING MATERIALS &CONDITIONS FOR ROOF PATCHING, THEIR EXACT MEANING, 1HE SPRINT CONSTRUCTION MANAGER AND THE CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE NEW PENETRATIONS, ETC. ARCHITECT SHALL BE NOTIFED FOR CLARIFICATION BEFORE THE CONTRACTOR SITE. THIS SHALL BE GONE AFTER THE SITE HAS BEEN AWARDED FINAL PROCEEDS WITH THE WORK. INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF REDLINED 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF &BUILDING DRAWNGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING TO THOSE IN THE COST OF THE WORK TO SPRINT. THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FNISHES AND/OR WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING 12 THE CONTRACTOR SHALL PROWDE CONTINUOUS SUPERVISION AND DIRECT ALL FINI H AND MATERIALS TO LIKE NEW CONDITION CONTRACTOR SHALL PAINTING SCOPE SURFACE TO BE PAINTED COAPNG PAINT DO NOT N/A SYSTEM PAINT BT$ UNIT % ALL EQUIPMENT 8: CABINETS OTHER 1HAN THE X BTS UNIT ANTENNA COVERS, TLT BRACKETS, MOUNTING BRACKETS AND ASSOCIATED HARDWARE. CABLE SEE PLANS SEE PLANS ANO CABLE COVERS EXPOSED TO VIEW, EXPOSED CONDUIT qND HANGERS, ETC. FLASHING UNITS, METAL TRIM ANO OTHER METAL X SURFACES SNCCO, CONCRETE, CONCRETE BLDCK AND X CEMENTOUS TYPE FlNISH SYSTEMS. PLYWOOD, LUMBER ANO WDOD TRIM INCLUDING X THE BACK SIDE OF ALL SCREENWALLS DRYWALL % CONCRETE POLES X METAL POLES ANO METAL POLE STAND-OFF X TOPCOAT - 2 COATS A-100 LATEX HOUSE &TRIM, SHEEN TO MATCH CONCRETE STUCCO(EXISTING) CROWN CASTLE SITE: 2 COATS A-100 LATEX HOUSE &TRIM, SHEEN TO MATCH sTucco BU #: 814642 PRIMER -PRO MAR MASONRY CONDITONER 8-46-W21000 TOPCOAT - SUPERPAINT A-80 SERIES A-B9 SATIN A-84 GLOSS EAST BREMERTON WOOD PRIMER - A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 TOPCOAT-MATCOHAADJACEN� SURFACESUSE &TRIM SHEEN TO 4119 WHEATON WAY BREMERTON, WA 98310 KITSAP COUNTY WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS OR HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE CONSTRUCTION SUPERINTENDENT. S ES - MAINTAIN THE ORIGINAL COLORS, TEXNRES & FlNISHES UNLESS SPECIFICALLY NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION MANAGER IN ADVANCE. p 98�_O MONOPOLE PROCEDURES, SEQUENCES, AND COORDINATION OF ALL PORTIONS OF hIE CONTRACTED WORK. 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING. ON CONVENTIONAL ROOFNG, THE WALK PADS SHALL BE "DUCK BOARDS" AS MANUFACTURED BY APC OR EQUAL ON SPECIAL ROOFING SYSTEMS, SUCH AS SINGLE MEMBRANE ROOFING, THE WALK PADS SHALL BE AS NOTED ON PLANS OR AS REQUIRED BY NOTES 1 & 2 ABOVE. NOT USED DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/QC A O9/26/17 RC PRELIMINARY REVIEW PD 0 10/24/17 DP 90%CONSTRUCTION PD 1 10/30/17 DP 100/ CONSTRUCTION PD SHEET TITLE: GENERAL NOTES, LEGEND, & ABBREVIATIONS SHEET NUMBER: REVISION'. T-2 1 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFlNIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN ?ART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. I71S UNLAWFUL FOR ANY PERSON 70 AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD APN: 3824 - 000- 005- 0003 I I I I 1 I 1 APN: 022401-1- 025-2004 Z �I � I WI 0 I I I I I I I I APN: 022401-1-071-2007 ! INFORMATION CONTAINED WITHIN DRAIMNGS IS BASED ON PRORIDED INFORMA770N AND lS NOT THE RESULT OF A FlELD SURREY. APN: 022401-1-037-2000 INGRESS EGRESS EXISTING ASPHAL T DRI VE _PROPERTY LINE_ APN: 022401-1- 033-2004 _ _ PROPERTY LINE APN: 022401-1-089-2007 I EXISTING/ PRIVATE ACCESS DRIVEWAY EXISTING/NO CHANGE SPRINT NO CHANGE IY LEASE AREA WITHIN EXISTING CROWN CASTLE COMPOUND (SEE SHEET A-2) ' APN: 022401-1- 036-2001 � APN.• 022401-1- 032-2005 APN: 022401-1-051-2001 I BUILDING, TYP. EXISTING/NO CHANGE PROPERTY LINE, TYP. (APPROXIMATE) 1 I ZI h 1 � I �I � I I I I I I I I I I I 1 1 I I I I I 1 LEGAL SC) TION: I TBD I ' I I I � I- I I I I I I I 1 APN: 022401-2- j 124-2003 I 1 I HOLLIs sT +( W I APN: 1022401-2-126-2001 I I I I I I I I 1 OVERALL SITE PLAN 22"x34"SCALE:,"=20'_0. 11"x17" SCALE: 1" = 40' 0" 20' 1 D' 0" 20' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCOgPORATED HEREIN, AS AN INSTRUMEM OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFlNIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF , HE PROFESSIONAL OF RECORD. Sprint® 1000 214TH AVE NE BELLEVUE, WA 98005 CROWN � CASTLE 150 5 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 IN FRO FINIGY& M ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE, SUITE 210 BELLEVUE, WA98004 SPRINT SITE: SE52XC002 PARKER LUMBER C ROWN CASTLE SITE: BU #: 814642 EAST BREMERTON 4 119 WHEATON WAY BREMERTON3 WA 98310 KITSAP COUNTY 98'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 09/26/17 RC PRELIMINARY REVIEW PD 0 10/24/1 7 DP 90% CONSTRUCTION PD 1 10/30/1 7 DP 100%CONSTRUCTION PDI . -j TITLE: OVERALL SITE PLAN SHEET NUMBER: REVISION: A-1 1 INFORMATION CONTAINED WITHIN DRAWINGS EXISTING ASPHAL T DRI VE IS BASED ON PROVIDED INFORMA7ON AND Sprint EXISTING ASPHALT DRIVElS NOT THE RESULT OF A FIELD SURVEY. 1000 214TH AVE NE BELLEVUE, WA 98005 CROWN ❑ _ _ _ - ❑ CCCASTLE 1505 WESTLAKE AVE N, SUITE 800 - - SEATTLE, WA 98109 x —x —x —, —, _, —, —• —• —• —• —x —x —x —x —x —• —x —x —x —x EXISTING UTILITY POLE WITH —x —, —, —x —_ —* —x —' —' —' —x —x —x —x —x —x —x —x —x —x —' EXISTING UTILITY POLE WITH i I EXISTING TRANSFORMER i EXISTING TRANSFORMER INFINIGY� FROM ZERO TO INFINIGY I I ( I the solutions are endless I 50 116TH AVE SE, SUITE 210 BELLEVUE, WA 98004 I PROPOSED 12' X 121 CONCRETE t14'-6" I SLAB ON GRADE W77HIN EXISTING CONIC, PAD I PROPOSED SPRINT LEASE AREA SPRINT SITE: t12I " I EXISTING SPRINT i SE52XCO02 EQUIPMENT LEASE AREA ±12'-0" LEASE AREA WITHIN EXISTING CROWN PARKER LUMBER CASTLE COMPOUND — — — — — — — — — �x..° ° . , 2 PROPOSED SPRINT °x\ x ° x ° ° CROWN CASTLE SITE: EXISTING SPRINT I d' , d.. ° EQUIPMENT CABINETS d ° d i j BU #: 814642 EQUIPMENT LEASE AREA "d a d ° I /* M ° _ /* EAST BREMERTON WITHIN EXISTING CROWN °.: A. ° . ° I/ 3 PROPOSED SPRINT I ° ° ° ° CASTLE COMPOUND a ° * l A-7 WORK LIGHT ON d I d I H-FRAME, Trn. �* I 4119 WHEATON WAY ° ° .d ., d °° ° I a I EXISTING/NO CHANGE I ° o ° ° I EXISTNG/NO CHANGE BREMERTON, WA 98310 ° ` I ACCESS GATE ° I ACCESS GATE o a' e PROPOSED SPRINT PPC I KITSAP COUNTY I Id ` n I .'w w� I A-7 & TELCO CABINETS n ° 9i. Q'�. ° {{ 1 d I� U I ° 98'-0" MONOPOLE d I I z _ d . .° ° °'. d' I O ° ° ° .° i ° a. ° ° I U A-3 ° I i .. ° I a I d °. d..' EXISTING AT&T °.a <a I I w I° d° a ,�d e d PROPOSED SPRINT H-FRAME EQUIPMENT CABINET TO BE REMOVED ° ' <. ° ° ° d ° d - I EXISTING SPRINT METER EXISTING ICO ° ' ° AND DISCONNECT, 200A CHANGE E BRIDGE I I I , 4 e 1:V"VVVV,x F ---1 a 0- o- PPC W/GEN PLUG AND A e' A-6 A-7 ° ° d d. TELCO BOX ON H-FRAME I 1 4° " TO BE REMOVED ° I DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 09/26/17 RC PRELIMINARY REVIEW PD 0 10/2M17 DP 90%CONSTRUCTION PD 1 10/30/17 DP 100% CONSTRUCTION PC EXISTING/NO i PROPOSED SPRINT ANTENNA MOUNT CHANGE ICE BRIDGE I I ❑I I I I A7 EXISTING SPRINT EQUIPMENT CABINETS i TO BE REMOVED i I EXISTING CHANGE \ I MONOPOLE I I I EXISTING SPRINT ANTENNA I 1 I EXISTING/PROPOSED SPRINT iI AREA (SEE SHEET A-4) i I ANTENNA AREA (SEE SHEET A-4) EXISTING/NO CHANGE 1 I I I I I PROPOSED SPRINT ANTENNA MONOPOLE i \ - i I i i I AREA (SEE SHEET A-4) I Lx —x —x —x — — —, —x —x —x : —x EXISTING/NO CHANGE I—x —x —x —x — — —, x —x —x EXISTING/NO CHANGE CHAINLINK FENCE I CHAINLINK FENCE SHEET TITLE: ±1510" I ±15'-0" I ENLARGED FENCE i SITE PLANS I I I 1 I SHEET NUMBER: REVISION: 2 EXISTING ENLARGED SITE PLAN 1'k17"SCALE: 3/'VX34" SCALE: 16'-= D" 2®' NOT TO OT SCALE 1.014 NOT 1 PROPOSED ENLARGED SITE PLAN 11"z34"SCALE 3/6611=11 ® SCALE A-2 1 11"z17"SCALE: 3/16"=1'-0" 2' 1' 0" 2' SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD TOP_OF EXISTING _MONOPOLE _ _ V. = ±98'-0" AGL TOP OF EXISTING SPRINT ANTENNA ±90'-6" AGL - -- JG/NO CHANGE PANEL NAS BY OTHERS MOUNTED STING MONOPOLE, TYP. JG SPRINT PANEL NAS TO BE REMOVED, TYP. A'4 OF EXI}88G ANTENNAS — ZaRUAL) BE USPPoGL ( REMOVED (1RPER SECTOR, JG/NO CHANGE 'OLE VG EQUIPMENT ' REMOVED iHT. A-2) GRADE TOP OF EXISTING _MONOPOLE _ ELEV. = ±98'-0" AGL TOP OF PROPOSED SP_R/NT ANTEN ' ELEV = t9/'-6" AGL � OF PROPOSED SPRINT ANTEN_Nf = i88'-0"AGL GRADE _ NOTES THESEDRAWINGSARENOT INTENDED TO BEA VERIFICATION THAT THE MONOPOLE OR MOUNTSAREADEQUATE TO SUPPORT THE PROPOSED LOADING, VERIFICATION THAT EX/STING MONOPOLEAND MOUNTS CAN SUPPORT PROPOSED LOADING SHALL BE PERFORMED BYA REGISTERED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION CONTRACTOR TO REFER TO THE MONOPOLE STRUCTURAL ANALYSIS AND MOUNTASSESSMENT AND VERIFYLOADING WITH MOST RECENT RFDS PRIOR TO CONSTRUCTION THE SAFETYCLIMB MUST CLEAR CARRIER MOUNTS. THIS MAY REQUIREADDING THE PROPER MASTHEAD EXTENSION PLATES. ""'"" NG/NO CHANGE PANEL INAS BY OTHERS MOUNTED STING MONOPOLE, TYP, NG SPRINT MICROWAVE i0 REMAIN 7SED SPR/NT ANTENNAS Wl1H ;lA7ED EQUIPMENT MOUNTED TO NG MONOPOLE A a VG/NO CHANGE 'OLE 7SED SPRINT NEN7 AT GROUND Spri nt® 1000 214TH AVE NE BELLEVUE, WA 98005 CROWN � CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 INFINIGYS FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE, SUITE 210 BELLEVUE, WA 98004 SPRINT SITE: SE52XC002 PARKER LUMBER CROWN CASTLE SITE: BU #: 814642 EAST BREMERTON 4119 WHEATON WAY BREMERTON, WA 98310 :'COUNTY 98'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 09/26/17 RC PRELIMINARY REVIEW PD 0 10/24/17 DP 90% CONSTRUCTION PD 1 10/30/17 DP 100010 CONSTRUCTION PD WEST ELEVATIONS SHEET NUMBER: A-3 REVISION: 1 EXISTING WEST ELEVATION 11'k17"SCALE: 3/64"=1'-0" I 1 � PROPOSED WEST ELEVATION 22"x34"SCALE: 3/32"=1'-0" 11"x17" SCALE: 3/64" = 1'-0" i.�IC..,..l lviF�iF dNI11'N.FI'i�oC ANft^FCI :IJC 1tiC^.GP:'fR4TF�, F+.FFFIN 4S '�N aaE THE PRCr^EP.TY 0= INFLl�IGY. LLC AND ARE NOT TO BE USED. IN WHOLE OR IN PART, PROFESSIONAL OF FECORD. EXISTING ANTENNA SCHEDULE ANTENNA RRH FILTER SECTOR MODEL SIZE AZIMUTH RAD CENTER OTY. MODEL QTY. MODEL A7 ET-X-WM-18-65-8P 61.0'" 0' 88'-0" 1 HUAWEI 3702 -- -- A A2 FIRST BACK NETWORKS IBR53 9.13" 151' 92'-O" -- -- -- B 81 ET-X-WM-18-65-8P 61.0" 120' 88'-0" 1 HUAWEI 3702 -- -- C Ci ET-X-WM-18-65-8P 61.0" 240' 88'-0" 1 HUAWEI 3702 -- -- PROPOSED ANTENNA SCHEDULE ANTENNA RRH FILTER SECTOR MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL OTY. MODEL Al ETCR-654L12H6 84.9' 0' 8B'-0' 4 (2)800/(1)1900/(7)2500 MHz -- -- A A2 FIRST BACK NETWORKS IBR53 9.13" 151' 92'-D" -- -- -- B 81 EiCR-654L12H6 84.9' 120' 88'-0' 4 (2J800/(1)1900/(i)2500 MHz -- -- C Ci E7CR-654L 17H6 84.9' 240' B8'-0" 4 (2)800/(1)1900/(1)2500 MHz -- -- NDTEs 1. CONTRACTOR IS TO REFER TO SPRINT'S MOST CURRENT RADIO • FREQUENCY DATA SHEET (REDS) PRIOR TO CONSTRUCTION S p r � nt 2. CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES. 1000 214TH AVE NE �. eao BELLEVUE, WA 98005 INDICATES PROPOSED EQUIPMENT CROWN v CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE WA 98109 INFINIGY FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE, SUITE 210 BELLEVUE, WA 98004 SPRINT SITE: SE52XC002 PARKER LUMBER CROWN CASTLE SITE: BU #: 814642 EAST BREMERTON 4119 WHEATON WAY BREMERTON, WA 98310 3 RF SCHEDULES Norro KITSAP COUNTY SCALE 98'-0" MONOPOLE Q �, a zo w � ? ti TO PROPOSED SPRINT ANTENNA MOUN� A� s A�s A57 � I I Q Q z ,�, (1 PER SECTOR, 3 TOTAL Q Q J J Z aa NEW SPRINT 2500 MHz RRU 2 6 a (1 PER SECTOR, 3 TOTAL) A-s A-s EXISTING SPRINT PANEL ANTENNA TO BE REMOVED (1 PER SECTOR, 3 TOTAL) _ NEW SPRINT 800 MHz RRU 2 3 4 EXISTING SPRINT 2500 MHz RRU TO BE (2 PER SECTOR, 6 TOTAL) A-s A-s A-s DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/OC A 09/26/17 RC PRELIMINARY REVIEW PD 0 10/24/17 DP 90% CONSTRUCTION PD 1 10/30/17 DP 100%CONSTRUCTION PD REMOVED (1 PER SECTOR, 3 TOTAL) EXISTING SPRINT MICROWAVE EXISTING MOUNT TO DISH TO BE RELOCATED NEW SPRINT 1900 MNz RRU 3 s BE REMOVED / EXISTING/NO CHANGE (1 PER SECTOR, 3 TOTAL) A-5 A-s MONOPOLE n �o� RELOCATED EXISTING vr,v O SPRINT MICROWAVE DISH P � �s � pg��F'tih0 � EXISTING/NO CHANGE n QP�F,�. Pti� vs MONOPOLE �o� 9�9 /' _ �� � qNF� � e 's ��s q2 NTFNN �G �� y A ��� � gNFC qN SHEET TITLE: QP P � qZ CNN �20 qs e1 ANTENNA PLANS & RF SCHEDULES SHEET NUMBER: REVISION: A-4 1 2 EXISTING ANTENNA PLAN 5°A E° 1 PROPOSED ANTENNA PLAN SCOALEO THIS DOCUMEM AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROP'cRTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUTTHE WRfffEN APPROVAL OF THE PROFESSIONAL OF RECORD Sprint® 1000 214TH AVE NE BELLEVUE, WA 98005 MODEL: RRH—B8 (W/ FINGER GUARD) 15.5" MODEL• RRH—P4 IJ�ODEL• RRH—C2A MANUFACTURER: SAMSUNG MANUFACTURER: SAMSUNG MANUFACTURER: SAMSUNG II II WEIGHT: 59.5 LBS WEIGHT: 59.5 LBS � � WEIGHT: 55.1 LBS W/ FILTER �� BROWN DIMENSIONS LxWxU : 15.Sx9.45xZ1.1- rocnl IrMry o s cumIn. - uiMtrval�rva L.xvvxv : ��.a xl�.o xa.v FRFIJI IFNCY- 1900 MW uiMtival�rva L.xvvxu : tom./ xD./ xlo./ FRFOIIFNCY• RM MH7 n r�STI >F 1505 WESTLAKE AVE N, SUITE 800 TOP SEATTLE, WA 98109 9.45" 15.5" TOis P N TOP rINFINI G y� �I 'I 15.76. " 7"Bozeman an a: p,�: Nmoommoo N FROM ZERO TO INFINIGY the solutions are endless °J 50 116TH AVE SE, SUITE 210 N (I j " N N BELLEVUE, WA 98004 I SPRINT SITE: SE52XCO02 SIDE FRONT SIDE FRONT SIDE FRONT PARKER LUMBER CROWN CASTLE SITE: BU #: 814642 EAST BREMERTON 4119 WHEATON WAY BREMERTON, WA 98310 7 NOT USED NOT TO 6 2500 MHz RRU DETAIL NOT 5 1900 MHz RRU DETAIL NOT TO 4 g00 MHz RRU DETAIL NOT KITSAP COUNTY SCALE SCALE SCALE SCALE NOTES: NOTES: MECHANICAL 981_0" MONOPOLE 1. NEW ANTENNA TO BE MOUNTED 1, NEW ANTENNA TO BE MOUNTED MANUFACTURER: KMW DOWN77LT B_3" TO 300 (NOM) SCH 40 PIPE MAST. CONTRACTOR TO VERIFY TO 3"0 (NOM) SCH 40 PIPE MAST. CONTRACTOR TO VERIFY MODEL: ETCR-654L12H6 BRACKET PIPE MAST SIZE AND SCHEDULE AND UPGRADE IF REQUIRED, PIPE MAST SIZE AND SCHEDULE AND UPGRADE IF REQUIRED, WEIGHT: 84.9 LBS 21.0'P 2. ANTENNA AND RRU CABLING TO BE CONNECTED PER RF 2, ANTENNA AND RRU CABLING TO BE CONNECTED PER RF DIMENSIONS: 84.9" x 21.0" x 6.3" DATA SHEET, PROVIDED BY RF ENGINEER, DATA SHEET, PROVIDED BY RF ENGINEER, FREQUENCY: REFER TO RF DATA SHEET NEW 1900 MNZ RRU NEW 2.5 GNz RRU MOUNTED TO EXISTING MOUNTED TO EXISTING NEW MOUN77NG ANTENNA PIPE IMTH ANTENNA PIPE IMTH HARDWARE 21.0" I MANUFACIURER MANUFACTURER SUPPLIED HARDWARE SUPPLIED HARDWARE EXISTING SUPPORT EXISTING SUPPORT `�°�°'°° FRAME FRAME - �"�-� 1h EXISTING EXISTING �O DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OAiOC A 09/26/17 RC PRELIMINARY REVIEW PD 0 10/24/17 DP 90% CONSTRUCTION PD i 10/30/17 DP 100% CONSTRUCTION PD MONOPOLE MONOPOLE MOUNT MOUNT NEW PANEL ANTENNA TOP ANTENNA ANTENNA - MOUNTTNG PIPE MOUNTING PIPE ° EXISTING EXISTING nomea NOTES: ANTENNA MONOPOLE MONOPOLE '� I EXCEED 80'�-0"I OR EXTEND � • • •� • � • I OUTSIDE OF CARRIERS' c6 I*, ` A •. . " VERTICAL LEASE AREA, M RF CONNECTOR, T1P BOTTOM it I NEW 800 MHz RRU MOUNTED TO EXISTING ANTENNA PIPE WITH NEW 800 MHz RRU MANUFACTURER sHEETTITLE: MOUNTED TO EXISTING SUPPLIED HARDWARE EQUIPMENT ANTENNA PIPE WITH 7FRONT SIDE DETAILS MANUFACTURER NEW RFS FILTER MOUNTED RF CONNECTOR, rYP SUPPLIED HARDWARE TO EXIS77NG ANTENNA PIPE WIN MANUFACTURER SHEET NUMBER: REVISION: SUPPLIED HARDWARE 3 MOUNTING DETAIL TT° 2 MOUNTING DETAIL NOT 1 ANTENNA DETAIL NOTE -5 1 SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY LLC AND ARE NOT TO 6E USED, IN WHOLE OR. IN PART, FOROTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD MONOPOLE MONOPOLE MOUNT MOUNT NEW PANEL ANTENNA TOP ANTENNA ANTENNA - MOUNTTNG PIPE MOUNTING PIPE ° EXISTING EXISTING nomea NOTES: ANTENNA MONOPOLE MONOPOLE '� I EXCEED 80'�-0"I OR EXTEND � • • •� • � • I OUTSIDE OF CARRIERS' c6 I*, ` A •. . " VERTICAL LEASE AREA, M RF CONNECTOR, T1P BOTTOM it I NEW 800 MHz RRU MOUNTED TO EXISTING ANTENNA PIPE WITH NEW 800 MHz RRU MANUFACTURER sHEETTITLE: MOUNTED TO EXISTING SUPPLIED HARDWARE EQUIPMENT ANTENNA PIPE WITH 7FRONT SIDE DETAILS MANUFACTURER NEW RFS FILTER MOUNTED RF CONNECTOR, rYP SUPPLIED HARDWARE TO EXIS77NG ANTENNA PIPE WIN MANUFACTURER SHEET NUMBER: REVISION: SUPPLIED HARDWARE 3 MOUNTING DETAIL TT° 2 MOUNTING DETAIL NOT 1 ANTENNA DETAIL NOTE -5 1 SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY LLC AND ARE NOT TO 6E USED, IN WHOLE OR. IN PART, FOROTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD Spry nt® EQUIPMENT CABINET 1000 214TH AVE NE CONCRETE SLAB BELLEVUE, WA 98005 n 12'-0" c '. PROPOSED SPRINT as ° CROWN EQUIPMENT CABINETS � ° ° ° 1/2"0 HILTI KWIK BOLT TZ EXPANSION v CASTLE 1 z 5 °d �� ° ° � °� ° � ° �. � ANCHORS WITH 3-1/4" EFFECTIVE A-7 - � . N. j' d '. ° 4 MIN. EMBEDMENT (TYP. OF (4)) 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 ° ° ° ° ® ° ° ° PROPOSED SPRINT WORK cJ CABINET ATTACHMENT NGT TO 10" a ° LIGHT ON STEEL POST SCALE I N F I N I G Y� ECAB BCAB e CABINET CABINE ° d ° n-7 ,D a � ° � FROM ZERO TO INFINIGY ° POST ° ® ° � ' r the solutions are endless - - � z � 50 116TH AVE SE, SUITE 210 ° g" a a m d ed ° ° ° o_ ¢ ° e PROPOSED SPRINT BELLEVUE, WA 98004 ° / ° d � � ° �' ° H-FRAME '� � � SPRINT SITE: n ° TELCO ° ° CABINET ° SE52XC002 ' °. � ®° PROPOSED SPRINT NEMA d.. POST ��® 3R METER AND SERVICE PARKER LUMBER ° d Q ° DISCONNECT ENCLOSURE e e. e ° ° °.. e a CROWN CASTLE SITE: ° ° ° EXISTING SPRINT BU #: 814642 o ICE BRIDGE � °. _I ° °. EAST BREMERTON a e 4119 WHEATON WAY BREMERTON, WA 98310 KITSAP COUNTY 98'-0" MONOPOLE 4 PROPOSED EQUIPMENT LAYOUT SCA EO 3 NOT USED SCA EO 4'-0" MAX. TO EACH POST CONTRACTOR TO VERIFY OVERALL LENGTH REQUIRED TO ACCOMMODATE EQUIPMENT DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/OC A O9/26/17 RC PRELIMINARY REVIEW PD 0 70/24/77 DP 90% CONSTRUCTION PD 1 10/30/77 DP 100% CONSTRUCTION PD ILaI______________ ILaI 1-5/8" GALV. SQUARE PIPE CAP (TYP.) PLAN VIEW P1000 UNISTRUT RAIL (12 GA.) (TYP.) COORDINATE - EXACT LOCATION IN FIELD 3" DIA. SCH 40 1-1/2" STAINLESS STEEL OR 8"x8"x1/2" STEEL GALV. PIPE (TYP) BASEPLATE 1/2" U-BOLT (TYP.) TYP. 3/16° o 0 END CAP (TYP) o o � 8"x8"x1/2" STEEL � z_ BASEPLATE (TYP.) WITH � (4) 5/8"0 HILTI KWIK 3" DIA. SCH 40 STAINLESS sHEETnTLe BOLT TZ EXPANSION STEEL OR GALV. PIPE (TYP) ANCHORS WITH 4" MIN. ENLARGED EQUIPMENT FINISH GRADE EFFECTIVE EMBEDMENT PLAN &DETAILS SHEET NUMBER: REVISION: ELEVATION END VIEW A-6 1 2 NOT USED s° �E 1 H—FRAME FABRICATION DETAILS SCOALEO THIS DOCUMENT AND THE IDEAS ANU DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE W RITTEN AUTHORI7ATION OF INFINIGY, LLC. IT IS UNLAWFUL FOP. ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD MANUFACTURER: ELTEK MANUFACTURER: ELTEK �pil nt® MODEL: POWER PROTECTION CABINET MODEL: POWER PROTECTION CABINET - POWER SECTION (PPC) - TELCO SECTION WEIGHT: 80 LBS WEIGHT: 50 LBS 1000 214TH AVE NE DIMENSIONS: 24.0" X 36.0" X 10.0" DIMENSIONS: 24.0" X 36.0" X 23.0" BELLEVUE, WA 98005 0 CROW N `„� CASTLE 1505 WESTLAKE AVE N, SUITE S00 24.0" SEATTLE, WA 98109 PLAN VIEW PLAN VIEW I N F I N I G Y� FROM ZERO TO INFINIGY ISOMETRIC VIEW PLAN VIEW the solutions are endless 50 116TH AVE SE, SUITE 210 BELLEVUE, WA 98004 0 0 � SPRINT SITE: 0 0 SE52XC002 z4.o" 10.0� 24.on 23.0^ PARKER LUMBER CROWN CASTLE SITE: FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW BU #: 814642 EAST BREMERTON SIDE VIEW FRONT VIEW 4119 WHEATON WAY BREMERTON, WA 98310 5 T—ARM MOUNT (RMVS-2XX) s° �° 4 PPC & TELCO BOX s�A E° KITSAP COUNTY MANUFACTURER: ELTEK MANUFACTURER: ELTEK 9H'-O" MONOPOLE i MODEL• ESOF020-ECV02 MODEL ESOA220-SCA02 PIPE CAP WEIGHT: 330 LBS (150 KG) WITHOUT BATTERIES WEIGHT: 550 LBS (229 KG) WITHOUT BATTERIES ICI DIMENSIONS: 16.5" X 34.7" X 73.5" DIMENSIONS: 30.0" X 38.0" X 73.5" 500 WATT LITHONIA QUARTZ FLOOD LIGHT N 26.4" 0 In � 1 p O 3" STD. STEEL POST _ � 90• N � DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 09/26/17 RC PRELIMINARY REVIEW PC 0 10/24/17 DP 90% CONSTRUCTION PC 1 10/30/17 DP 100% CONSTRUCTION PD WEATHER PROOF 60 MIN. PLAN VIEW 27.3" 1.3" ROTARY TIMER LIGHT SWITCH 16.54'+ 38.0" 30.0" PLAN VIEW 3/4" RGS CONDUIT FOR (3) ° 22.0" 4,82' #12 AWG ELECTRICAL RUN #2 AWG BARE SOLID TINNED COPPER WIRE TO GROUND RING o � o I � o EXOTHERMIC WELD o c6 m A ® v TO NEW PPC CABINET O° O° 00 i � 6" 1-1/2 °\ 4.1"Lff uo. 15.35" o�° SHEET TITLE: TYP. 34.72" 21- 0.1 EQUIPMENT O O 3/16" M 27.2 11.B" 10.1° DETAILS 0 O o 3" STD. SCH, 40 GALV, STEEL POST FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW SHEET NUMBER: REVISION: SECTION A (4) 1/2"0 HILTI KINK BOLT TZ EXPANSION ANCHORS WITH MIN, 3-1/2" EFFECTIVE EMBEDMENTA1111117 1 3 WORK LIGHT SNOT CALE 2 BCAB CABINET "pTTGSCALE 1 ECAB CABINET MOTTO SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN. AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART. FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WgI77EN APPROVAL OF THE PROFESSIONAL OF RECORD NOTES: NOTES: INFORMATION BASED ON PROVIDED INFORMATION. CONTRACTOR TO VERIFY. • ALL WORK SHALL BE DONE BY LICENSED ELECTRICAL CONTRACTOR. 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROPERTY OWNER & Spry nt0 NECESSARY UTILITY COMPANIES FOR THE LOCATION OF ALL EXISTING BELOW GRADE UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES. 1000 214TH AVE NE 2. CONTRACTOR TO NOTE POTENTIAL INTERFERENCES WITH EXISTING UTILITIES AND HAND DIG INSIDE BELLEVUE,WA98005 FENCED COMPOUND AND IN VICINITY OF ALL UTILITY CROSSINGS. 3. SEE E-2 FOR SINGLE LINE DIAGRAM AND PANEL SCHEDULE. 4. CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL MATERIALS REQUIRED FOR INSTALLATION. CROWN 5. PROPOSED UTILITY ROUTING SHALL BE APPROVED BY UTILITY COMPANIES PRIOR TO START OF v CASTLE CONSTRUCTION AND IS SUBJECT TO CHANGE. COORDINATION WITH UTILITIES BY OTHERS. 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 NEW DC POWER CONNECTION I N F I N I G Y� � \ �-. SEE DETAIL 1 FOR aQ \\ a ° a o ° Q Q � CONTINUATION FROM ZERO TO INFINIGY a � . 4 � ' . ° NEW 1" C W/(3) #10 AND (1) the solutions are endless \ / 4 Q ~ #10 GND FROM PPC TO BCAB 50 116TH AVE SE, SUITE 210 . w BELLEVUE, WA 98004 l p � Q fir. #8 GND FROM PPC TO ECAB SPRINT SITE: 0 0 0 4 NEW 3/4" C W/(4) PR 24 GA — SE52XC002 CAT-5E FOR SURGE ARRESTOR EXISTING UTILITY POLE WITH PARKER LUMBER ECAB BCAB � � ALARM FROM PPC TO ECAB EXISTING TRANSFORMER a CABINET CABINET ° 4 p w CROWN CASTLE SITE: ° w � • —_ _ — — _ _ _ —x —. —x —x —x —x —x �w—x � EAST BREMERTON 3 3 3 3. "m � ~ APPROXIMATE LOCATION OF NEW 4. y3 . 3 °3 3 3 � SPRINT ELECTRIC ROUTE TO i I 4119 WHEATON WAY Q i _ 3 $ 3. 3� 3 Q3 O w d UTILITY TRANSFORMER. (BY w BREMERTON, WA 98310 • , I � NEW SPRINT WORK LIGHT OTHERS, PENDING COORDINATION _ 4 / ° � ° ° O SEE DETAIL 3/A-7 WITH LOCAL UTILITY I KITSAP COUNTY - a ° Q E J NEW 3/4" c w/(2) #12 w I 98'-0" MONOPOLE TELCO AND (1) #12 GND FROM CONDUIT FOR TELCO I � � d 4 CABINET AS NEEDED BY OTHERS 4 PPC TO WORK LIGHT ( ) � I ,Q � � OO NEW SPRINT NEMA 3R �x �•, •a..x • ..a •° x I\ % METER AND SERVICE "� < p ° d Add ° 4 DISCONNECT ON H-FRAME Ij w Imo+ d A a Q i . 1 •' NEW SPRINT NEMA 3R p Al ° � '''Q METER AND SERVICE DISCONNECT ON H-FRAME a d II•a � •. a DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 09/26/17 RC PRELIMINARY REVIEW PD 0 10Y14/17 DP 90% CONSTRUCTION PD 1 10/30/17 DP 100/ CONSTRUCTION PD a I I I' go go I II I II go x L — i I SHEET TITLE: UTILITY ROUTING NOTE: PLANS ALL ABANDONED CONDUITS ARE TO BE CUT AND CAPPED IN ACCORDANCE SHEET NUMBER: REVISION: WITH UTILITY STANDARDS. E-1 1 2 ENLARGED UTILITY ROUTING PLAN SCAL° 1 OVERALL UTILITY ROUTING PLAN SCA EO THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY Of INFNIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART. FOR OTHER PROJECTS WITHOUT THE W RIT i EN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON 70 AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD ELECTRICAL SPECIFICATION 1. COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND � STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. Spry nt® 2. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT EXISTING PAD MOUNTED TRANSFORMER TO CAM-LOK TO UTILITY AND THE ACTUAL CONSTRUCTION, ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL 1000 214TH AVE NE 120/240V, 10, 3W RECEPTACLE SERVICE MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. BELLEVUE, WA 98005 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40 CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARBON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE 2"C W/(3) #4/0 AWG \\ WITH PVC DUCT, ALL BENDS SHALL BE 30" MINIMUM RADIUS. NEW NEMA LOAD CENTER 200A� 200AJ 4. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS -LINKED POLYETHYLENE. CROWN NEW 200A SPR NT 3R METER (INTERNAL TO PPC) v CASTLE COMMERCIAL GRADE METER ENCLOSURE ATS 5. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF METER, LABELED "SPRINT" 6. UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 1505 WESTLAKE AVE N, SUITE 800 (BY UTILITY) 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. SEATTLE,WA981o9 100A 2P � 60A 2P* 2"C W/(3) #4/0 AWG 8. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM AT&T 24-HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WLL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER I N F I N I G Y� 200A C/B SERVICE 15A 2P �� 20A 1 P* THE INSPECTION HAS TAKEN PLACE. DISCONNECT ENCLOSURE �1 15A/1P* (10 kAIC MIN. RATING) 9. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL FROM ZERO TO I N F I N I GY USE EXISTING 100 AMP NEW POWER �� 10. ALL WORK SHALL BE DONE BY LICENSED ELECTRICAL CONTRACTORS AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED the solutions are endless SERVICE IF AVAILABLE PROTECTION CABINET �1 IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. ATS (PPC) WITH 1 /2-C, #2 AWG 50 116TH AVE SE, SUITE 210 INTERNAL 24 POSITION _ SERVICE GROUND �1 �1 11. THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION BELLEVUE, WA 98004 LOAD CENTER AND INTEGRATED CAM-LOK �� �� 12. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES RECEPTACLE FOR �� �� SPRINT SITE: REMOTE GENERATOR 13. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY CODES AND/OR UTILITY COMPANIES. SE5ZXCOOZ 14. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS, CONTRACTOR SHALL PARKER LUMBER �� �1 VERIFY ALL LOCATIONS. �� �� 15. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. CROWN CASTLE SITE: BU #: 814642 NOTE: NOTES: 16. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. EAST BREMERTON NO UPGRADE NEEDED IF SPRINT IS ABLE TO USE 1. (*) FACTORY INSTALLED. ALL OTHER C/B TO BE FURNISHED 17. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE EXISTING 100 AMP SERVICE (VERIFY). AND INSTALLED BY CONTRACTOR. INTEGRITY OF THE FIRE SEPARATION. 2. BASED ON PROVIDED INFORMATION. ELECTRICAL CONTRACTOR 4119 WHEATON WAY TO VERIFY. 18. UTILIZE SONNEBORN TYPE NP-1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS BREMERTON, WA 98310 4 TYPICAL SINGLE LINE DIAGRAM SOALEO 3 GENERAL ELECTRICAL NOTES SCALE KITSAP COUNTY 98'-0" MONOPOLE LOAD CENTER (INTERNAL TO PPC) MAIN CB VOLTAGE PHASE WIRE 200A 120/240V 10 3 BREAKER LOADS PER PHASE LOADS PER PHASE BREAKER 3 0 IL N a F Q a 0 m o 0 Q o 0 m a 0 H �a � a !n 0 a_ 3 ECAB 2 2 100 1 7000 100 2 60 2 6 SURGE ARRESTOR (*) - 3 7000 100 4 - BCAB 10 2 15 5 400 180 6 20 1 14 GFCI RECEPTACLE (*) - 7 400 500 8 15 1 10 WORK LIGHT (*) SPACE 9 10 SPACE SPACE 11 12 SPACE SPACE 13 14 SPACE SPACE 15 16 SPACE SPACE 17 18 SPACE SPACE 19 20 SPACE SPACE 21 22 SPACE SPACE 23 24 j SPACE LOAD LOAD/PHASE (VA) 7400 7400 280 600 (*) - FACTORY INSTALLED ALL OTHER C/B TO BE FURNISHED AND INSTALLED BY CONTRACTOR. BASED ON PROVIDED INFORMATION, ELECTRICAL CONTRACTOR TO VERIFY. TOTAL CONNECTED LOAD TOTAL AMPS ® 240 (V) NOTE � o MFR: TRANSTECTOR THIS DOCUME� AND THE IDEAS AND DESIGNS INCORPOFL;TED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPEP.TY OF INRINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OP INFINIGY, LLC. IT IS UNLAW FUL FOR ANY PERSON TO AMEND ANY ASPECT OP THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD ANTENNA (TYP.) DISH DISH DISH DISH DISH ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA & ODU & ODU & ODU & ODU & ODU RADIO RADIO RADIO RADIO RADIO �� �� �� �� �� a a 01 01 01 ,� e� �_ L - - -L° �=�=�=<=<�� I La_o_e_� -�-a-o-a-e-°-o-�-�-° �� °�iii J i I � � I I ICE BRIDGE POST (TYP. WORK LIGHT WORK LIGHT SUPPORT POST ELECTRIC METER & DISCONNECT O EXISTING COMPOUND GROUND RING G � G � G G —� \ c � c c � c \ c � c #2 SOLID TINNED, BARE COPPER GROUND WIRE #8 AWG STRANDED INSULATED GROUND WIRE MICROWAVE CABLE (TYP.) PPC CABINET GPS ANTENNA SPRINT CABINET (TYP.) SPRINT CABINET (TYP.) '.:::::�F. �I■I� �rrmral.—„a� T T V u � � G G c � � c� I I I #8 SOLID TINNED, BARE �� � COPPER GROUND WIRE STEEL THREADED ROD #2 SOLID TINNED, BARE EQUIPMENT GROUND BAR COPPER GROUND WIRE I� , c c c c •— c� c —� G —� � G G —} cG� c G —� NEW 2 SOLID TINNED, BARE \ c G / COPPER GROUND RING \ c c G � G / \� EXISTING � c G � MONOPOLE GROUND RING #2 SOLID TINNED, BARE � GROUND ROD (TYP.) COPPER GROUND WIRE �� I' I " I FIBER & DC PAIRS FROM / JUNCTION BOX (TYP.) _J UPPER MONOPOLE GROUND BAR BOND DIRECTLY TO MONOPOLE WITH #2 AWG STRANDED INSULATED GROUND WIRE AUX HYBRID CABLE GENERAL GROUNDING NOTES: 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: - #2/0 BARE TINNED SOLID COPPER CONDUCTOR: EXOTHERMIC WELD TO RODS OR GROUND RING - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. 3. OWNER'S REPRESENTATIVE WILL INSPECT EXOTHERMIC WELD AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. 4. CONTRACTOR TO INSTALL GROUND RING IN CLOSE PROXIMITY TO EQUIPMENT PLATFORM OR PAD. 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES. 6. ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. 7. BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS. DO NOT EXOTHERMICALLY WELD TO CONDUITS. 8. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING. 9. THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0" (MAX. 15'-0"). (COPPER CLAD STEEL 5/8"0X10'-0" LONG) 10. BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, TINNED, SOLID COPPER CONDUCTOR IN PVC. CONNECT BAR END WITH 2 HOLE LUG, AND "CADWELD" THE OTHER END TO THE EXTERNAL GROUND ROD. 11. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE MONOPOLE PRIOR TO THE COAX BEND. 12. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. GROUNDING SYMBOLS ® GROUND ROC ® ACCESS WELL ® GROUND ROD WITH ACCESS ■ COMPRESSION TYPE CONNECTION • EXOTHERMIC WELD TYPE CONNECTION — G BTS COPPER CONDUCTOR GROUND CABLE Sprint0 1000 214TH AVE NE BELLEVUE, WA 98005 CROWN v CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 INFINIGY� FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE, SUITE 210 BELLEVUE. WA 98004 SPRINT SITE: SE52XC002 PARKER LUMBER CROWN CASTLE SITE: BU #: 814642 EAST BREMERTON 4119 WHEATON WAY BREMERTON, WA 98310 KITSAP COUNTY 98'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/OC A 09/26/17 RC PRELIMINARY REVIEW PD 0 1G/24/17 DP 90%CONSTRUCTION PD 1 10/30A7 DP 100/CONSTRUCTION PD TITLE: GROUNDING ONE -LINE DIAGRAM SHEET NUMBER: REVISION: G-1 1 I GROUNDING ONE -LINE DIAGRAM (TYPICAL) THIS DOCUMEM AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY Of INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN?ART, FOR OTHER FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS RECORD. Sprint #6 AWG FROM ANTENNA 1000 214TH AVE NE CABLE GROUND KIT BELLEVUE, WA 98005 3 � v CASTLE 2" ° p o GROUND BAR ON �° ° 0 ° 0 ° WALL, ICE BRIDGE, - o °� o o ° CONCRETE, OR ON 1505 WESTLAKE AVE N, SUITE 800 2 �p ° p 0 ' ANTENNA MONOP SEATTLE, WA 98109 0 o ° 'INFINIGY oo�o 00 � 1) COPPER GROUND BAR, 1/4'k 4"x 20", NEWTON INSTRUMENT CO. O O O� O O O O O O FROM ZERO T O I N F I N I G Y CAT. N0. B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL the solutions are endless VARY BASED ON NUMBER OF GROUND CONNECTIONS) O O 50 1BELLEVUE, WA 98100421 ° 2) 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. CAT. N0.3015-8 OR APPROVED EQUAL `TWO HOLE LUG, OR EXOTHERMIC WELD TO BE SPRINT SITE: 3) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. USED WITH #2 AWG BCW TO BUILDING SERVICE CAT NO. A-6056 OR APPROVED EQUAL GROUND OR GROUND RING SE52XC002 4) 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. GROUND CONDUCTOR SHALL BE ELIMINATED WHEN PARKER LUMBER CAT N0. 3012-1 OR APPROVED EQUAL GROUND BAR IS ELECTRICALLY BONDED TO METAL MONOPOLE/MONOPOLE STRUCTURE CROWN CASTLE SITE: NOTE: NOTE: BU $�: 814642 GROUND BAR TO BE BONDED DIRECTLY TO MONOPOLE STRUCTURE. NO INSULATORS USED. GROUND BARS AT BOTTOM OF CONNECTION TO MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. MONOPOLES/MONOPOLES SHALL EAST BREM ERTON ONLY USE EXOTHERMIC WELDS. 4119 WHEATON WAY BREMERTON, WA 98310 6 NOT USED "°TT° 5 TYPICAL GROUND BAR "°TT° 4 GROUND WIRE INSTALLATION "GTTG KITSAP COUNTY SCALE SCALE SCALE 98'-0" MONOPOLE TO ANTENNAS (TYPICALLY) 12" TO 24" WEATHERPROOFING x 120" MAX. KIT (TYP) g RX2 TX1/RX1 ANTENNA CABLE `" o COAX JUMPER GROUND KIT (TYP) (TYP) — TYPE WEATHERPROOFING KIT (SEE NOTE 3) CONNECTOR #6 AWG WEATHERPROOFING CABLE GROUND KIT KIT (TYP) SEE NOTE 2 ANTENNA GROUND BAR, #6 qWG STRANDED COPPER GROUND BONDED DIRECTLY TO TOP WITHOUT INSULATORS. WIRE (GROUNDED TO GROUND BAR). OF MONOPOLE OR SEE NOTE 1 & 2 ANTENNA CABLE MONOPOLE. TO EQUIPMENT (TYP) CABLE CONNECTOR NOTES: TO GROUND RING 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. NOTES: GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO MANUFACTURER TA TYPE VN TYPE NC TYPE SS V, 4�� D) TYPE VV TYPE VS TYPE VB TYPE PT O O TYPE GT TYPE GY TYPE GR TYPE GL DRAWINGS ISSUED FOR: DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 09/26/17 RC PRELIMINARY REVIEW PD 0 10/24/17 DP 90% CONSTRUCTION PD 1 10/30/17 DP 100Y CONSTRUCTION PD SHEET TITLE: ANTENNA GROUND BAR. GROUNDING WEATHERPROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. DETAILS SHEET NUMBER: REVISION: 3 GROUND CABLE CONNECTIONS "°TT° 2 CABLE GROUND KIT CONNECTION "°TT° 1 CADWELD GROUNDING CONNECTIONS "OT TG G-2 1 SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORP.TEL HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPEP.TY OF INFINIGY, LLC ANU ARE NOT TO 6E USEG. IN WHOLE OR IN PART. FOR OTHER PROJECTS WITHOUT THE W RITTEN AUTHORIZATION OF INFINIGY. LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT GF THESE DRAWINGS WITHOUT THE WRIT i EN APPROVAL OF THE PROFESSIONAL OF RECOP.D Date: September 10, 2017 Kent Nowak Crown Castle 2055 S. Stearman Drive Chandler, AZ 85286 Subject: Carrier Designation: Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Kent Nowak, CROWN NOV 0 9 2017 CASTLE 2000 Corporate Dr Canonsburg, PA 15317 City of Bremerton, DCD (724) 416 - 9056 Structural Analysis Report Clearwire Corp Co -Locate Carrier Site Number: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: Crown Castle Project Number: SE52XC002 814642 EAST BREMERTON 456288 1455234 403 334 Rev. 1 1455234 4119 WHEATON WAY, BREMERTON, Kitsap County, WA Latitude 47' 36' 10.6", Longitude -1220 37' 47.3" 98 Foot - Monopole Tower Crown Castle is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural Statement of Work' and the terms of Crown Castle Purchase Order Number 1455234, in accordance with application 403634, revision 1. 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: LC5: Existing +Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing 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 115 mph converted to a nominal 3-second gust wind speed of 89 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 and Risk Category II were used in this analysis. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Crown Castle a call. Castle appreciate the opportunity of providing our continuing professional services to you and If you have any questions or need further assistance on this or any other projects please give us Structural analysis prepared by: Tyler Ho /Shan Respectfully submitted by: Truc Lac, P. E., S. E. Crown Castle USA, Inc Sr. Project Engineer Engineer/Land Surveying #2271 tnxTower Report -version 7.0.5.1 License Expires: 02/24/2019 11/2017 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing 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 Component Stresses vs. Capacity — LC5 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 September 10, 2017 CCl BU No 814642 Page 2 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 1) INTRODUCTION September 10, 2017 CCI BU No 814642 Page 3 This tower is a 98 ft. Monopole tower designed by ENGINEERED ENDEAVORS, INC. in April of 1997. 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 85 mph with no ice and 60 mph under service loads, exposure category C. Table 1 -Proposed Antenna and Cable Information Center Number Number Mounting Line of Antenna Antenna Model of Feed Feed Line Note'. Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) --- ETCR-654L12H6 w/ Mount 3 kmw com Pipe i OPTIC FIBER JUNCTION 3 CYLINDER I 4 1-7/16 - 3 POWER JUNCTION 88.0 88.0 samsung telecom CYLINDER I RRH-68 F 3 1 j F 3 i1 j RRH-C2A w/EXT_FILTER I 6 RRH-P4 F 1 — Tower mounts [T-arm mount [RMV5-2XX]. Table 2 -Existing Antenna and Cable Information Center Number NumberFeed Mounting Line of Antenna Antenna Model of Feed Line Note Level (ft) Elevation Manufacturer Size (in) Antennas Lines (ft) F 6 1 csa wireless PCSS090-13-0 w/ Mount Pipe IF I j 1 �61 ericsson I KRY 112 15 98.0 98.0 - 1 6 1-5/8 2 1 tower mounts Platform Mount [LP 601-1] F1 — tower mounts Side Arm Mount [SO 101-3] ....... ' ( 3 1 huawei tech I RRU3702 6 1/4 I I 4 3/8 I 3 ' [tower mounts Side Arm Mount [SO 104-3] 88.0 1 88.0 2 1/2 kathrein 1 840 10054 w/ Mount Pipe fastback 1 1/4 1 networks IBR53 1 1-1/4 Conduit 1 1 4 Conduit Notes: 1) Existing Equipment 2) Abandoned Equipment, Considered in this Analysis 3) Equipment To Be Removed; not considered in this analysis. tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 Table 3 -Design Antenna and Cable Information September 10, 2017 CCI BU No 814642 Page 4 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Manufacturer Antennas Lines Size: (in) (ft) 98 1 98 _I 12 1 - -� -- AP199014- 87 F 87 I 12 1 - ( PCSA090-19 - - 3) ANALYSIS PROCEDURE Table 4 -Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS Earth Consultants, Inc. 139178 CCISITES 4-TOWER FOUNDATION Engineered Endeavors, Inc. 159488 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER Engineered Endeavors, Inc. 159478 CCISITES DRAWINGS -- - -- ---- -------' 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. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 5 -Section Capacity (Summary) Section ` Elevation (ft) Component Size Critical P (K) SF*P allow Pass /Fail No. Type Element (K) Capacity , L1 98 - 62.29 I Pole TP23.2x14.5x0.25 1 1 -6.029 ( 1305,750 2�9.8 Pass L2 29;827 Pole TP30.48x21.868x0.313 2 1-10.218 2112.960 35.0 Pass F L3 29.827 - 0 Pole TP37x28.815x0.313 3-16.157 2426.430 44.4 Pass v 'Summary d — - ----- _ � Pole (L3) i� 44.4 -._ Pass Rating = 44A Pass q 3 tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 Table 6 -Tower Component Stresses vs. Capacity September 10, 2017 CCI BU No 814642 Page 5 Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods 0 42.5 Pass 1 Base Plate 0 i 43.0 Pass 1 Base Foundation (Structure) 0 25.7 Pass 1 Base Foundation (Soil Interaction) 0 21.5 Pass 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 existing and proposed loads. No modifications are required at this time. tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 TNXTOWER OUTPUT September 10, 2017 CCI BU No 814642 Page 6 tnxTower Report -version 7.0.5.1 M N 0 r Q N Cq V O � N N r s m - J 0 5 E E m '- ._ o o o 2i N J Z F Wo C) 98.0 fl 62.3 ft 29.8 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lightning Rod 3/4" x 8' 102 POWER JUNCTION CYLINDER 88 Transton Ladder 98 POWER JUNCTION CYLINDER 88 (2) PCSS090-13-0 w/ Mount Pipe 98 OPTIC FIBER JUNCTION CYLINDER 88 (2) PCSS090-13-0 w/ Mount Pipe 98 OPTIC FIBER JUNCTION CYLINDER 88 (2) PCSS090-13-0 w/ Mount Pipe 98 OPTIC FIBER JUNCTION CYLINDER 88 (2) KRY 112 15 98 (2) RRH-P4 88 (2) KRY 112 15 98 (2) RRH-P4 88 (2) KRY 112 15 98 (2) RRH-P4 88 (2) 5'x2 1/2" Pipe Mount 98 RRH-B8 88 (2) 5'x2 1/2" Pipe Mount 98 RRH-B8 88 (2) 5'x2 1/2" Pipe Mount 98 RRH-B8 88 Plat form Mount [LP 601-1] 98 RRH-C2Aw/EXT FILTER 88 Sitle Arm Mount ISO 101-3] 98 RRH-C2Aw/EXT FILTER 88 ETCR-6541.121-16 w/ Mount Pipe 188 RRH-C2Aw/EXT FILTER 88 ETCR-654L12H6 w/ Mount Ppe i 88 Side Arm Mount [SO 101-3] 88 ETCR-654L12H6 w/ Mount Pipe 88 IBR53 188 POW ER JUNCTION CYLINDER 188 MATERIAL STRENGTH GRADE F Fu GRADE F Fu A572-65 165 ksi 180 ksi TOWER DESIGN NOTES 1. Tower is located in Kitsap County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class 11, 6. Topographic Category 1 with Crest Height of 0.000 ft 7. TOWER RATING: 44.4% REACTIONS FACTORED AXIAL /16 K \ MOMENT ` 792 kip-ft TORQUE 1 kip-ft REACTIONS .85 mph WIND CROWN 4`� CASTLE The Foundation For A Wireless World Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 Phone: (724) 416-9056 FAX: 724 416-2254 °b BU 814642 Project:W01455234 Client. Crown Castle °"�w" bY�ashanubhogue App'd: code: TIA-222-G Die' 09/10/17 scale: NTS Path: a.snr eis-�IiemXe*n,akn IWM131 aQ 4!%s oashw%81 e42.a °wg N0' E-1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 September 10, 2017 CCI BU No 814642 Page 7 There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: 1) Tower is located in Kitsap County, Washington, 2) Basic wind speed of 85 mph. 3) Structure Class II, 4) Exposure Category C. 5) Topographic Category 1. 6) Crest Height 0.000 ft. 7) Deflections calculated using a wind speed of 60 mph. 8) A non -linear (P-delta) analysis was used. 9) Pressures are calculated at each section. 10) Stress ratio used in pole design is 1. 11) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments -Legs Distribute Leg Loads As Uniform Consider Moments -Horizontals Assume Legs Pinned Consider Moments - Diagonals Assume Rigid Index Plate Use Moment Magnification Use Clear Spans For Wind Area Use Code Stress Ratios l Use Clear Spans For KUr l Use Code Safety Factors - Guys Retension Guys To Initial Tension Escalate Ice Bypass Mast Stability Checks Always Use Max Kz 1 Use Azimuth Dish Coefficients Use Special Wind Profile l Project Wind Area of Appurt. Include Bolts In Member Capacity Autocalc Torque Arm Areas Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Secondary Horizontal Braces Leg � Sort Capacity Reports By Component Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder SR Members Are Concentric Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-G Bracing Resist. Exemption Use TIA-222-G Tension Splice Exemption Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Section Elevation Section Length ft ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Pole Grade Radius in L1 98.000-62.290 35.710 3.417 12 14.500 23.200 0.250 1.000 A572-65 (65 ksi) L2 62.290-29.827 35.880 4.333 12 21.868 30.480 0.313 1.250 A572-65 (65 ksi) L3 29.827-0.000 34.160 12 28.815 37.000 0.313 1.250 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in in2 in' in in in3 in' in2 in L1 15.012 11.471 297.322 5.101 7.511 39.585 602.454 5.646 3.216 12.864 24.018 18.475 1242.024 8.216 12.018 103.350 2516.677 9.093 5.548 22.19 tnxTower Report - version 7.0.5.1 98 R Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 September 10, 2017 CCI BU No 814642 Page 8 Section ... s 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 ft ft, in in in in L1 98.000- 1 1 1.02 Feed Line/Linear Appurtenances -Entered As Round Or Flat Description Face Allow Component Placement Total Number Clear Width or Perimete Weight or Shield Type Number Per Row Spacing Diamete r Leg ft in r klf in in Feed Line/Linear Appurtenances -Entered As Area DescriD n Face Allow Comoonent Placement Total CzAz Weiqht kill ft '98' LDF7-50A(1-5/8) A No Inside Pole 98.000 - 0.000 6 No Ice 0.000 0.001 "88* TYPE 2(1-7/16) B No Inside Pole 88.000 - 0.000 4 No Ice 0.000 0.001 CAT5E(1/4) B No Inside Pole 88.000 - 0.000 1 No Ice 0.000 0.000 1 1/4" Rigid Conduit B No Inside Pole 88.000 - 0.000 1 No Ice 0.000 0.001 4" Conduit B No Inside Pole 88.000 - 0.000 1 No Ice 0.000 0.005 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA C,aAA Weight Sectio Elevation In Face Out Face n ft ftz ft2 ftZ ft2 K L1 98.000-62.290 A 0.000 0.000 0.000 0.000 0.176 B 0.000 0.000 0.000 0.000 0.211 C 0.000 0.000 0.000 0.000 0.000 L2 62.290-29.827 A 0.000 0.000 0.000 0.000 0.160 B 0.000 0.000 0.000 0.000 0.266 C 0.000 0.000 0.000 0.000 0.000 L3 29.827-0.000 A 0.000 0.000 0.000 0.000 0.147 B 0.000 0.000 0.000 0.000 0.245 C 0.000 0.000 0.000 0.000 0.000 Feed Line Center of Pressure tnxTower Report -version 7.0.5.1 ft '98' LDF7-50A(1-5/8) A No Inside Pole 98.000 - 0.000 6 No Ice 0.000 0.001 "88* TYPE 2(1-7/16) B No Inside Pole 88.000 - 0.000 4 No Ice 0.000 0.001 CAT5E(1/4) B No Inside Pole 88.000 - 0.000 1 No Ice 0.000 0.000 1 1/4" Rigid Conduit B No Inside Pole 88.000 - 0.000 1 No Ice 0.000 0.001 4" Conduit B No Inside Pole 88.000 - 0.000 1 No Ice 0.000 0.005 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA C,aAA Weight Sectio Elevation In Face Out Face n ft ftz ft2 ftZ ft2 K L1 98.000-62.290 A 0.000 0.000 0.000 0.000 0.176 B 0.000 0.000 0.000 0.000 0.211 C 0.000 0.000 0.000 0.000 0.000 L2 62.290-29.827 A 0.000 0.000 0.000 0.000 0.160 B 0.000 0.000 0.000 0.000 0.266 C 0.000 0.000 0.000 0.000 0.000 L3 29.827-0.000 A 0.000 0.000 0.000 0.000 0.147 B 0.000 0.000 0.000 0.000 0.245 C 0.000 0.000 0.000 0.000 0.000 Feed Line Center of Pressure tnxTower Report -version 7.0.5.1 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA C,aAA Weight Sectio Elevation In Face Out Face n ft ftz ft2 ftZ ft2 K L1 98.000-62.290 A 0.000 0.000 0.000 0.000 0.176 B 0.000 0.000 0.000 0.000 0.211 C 0.000 0.000 0.000 0.000 0.000 L2 62.290-29.827 A 0.000 0.000 0.000 0.000 0.160 B 0.000 0.000 0.000 0.000 0.266 C 0.000 0.000 0.000 0.000 0.000 L3 29.827-0.000 A 0.000 0.000 0.000 0.000 0.147 B 0.000 0.000 0.000 0.000 0.245 C 0.000 0.000 0.000 0.000 0.000 Feed Line Center of Pressure tnxTower Report -version 7.0.5.1 Feed Line Center of Pressure tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 Section Elevation CPx CPz CPx CPZ Ice Ice ft in in in in L1 98.000-62.290 0.000 0.000 0.000 0.000 L2 62.290-29.827 0.000 0.000 0.000 0.000 L3 29.827-0.000 0.000 0.000 0.000 0.000 Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. Discrete Tower Loads September 10, 2017 CCI BU No 814642 Page 9 Description Face Offset Offsets: Azimuth Placement CAAA Ca AA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert It It ft2 ft2 K ft ° It Lightning Rod 3/4" x 8' C None 0.000 102.000 No Ice 0.600 0.600 0.030 Transition Ladder C From Leg 2.000 0.000 98.000 No Ice 6.000 6.000 0.160 0.000 -3.000 '98• (2) PCSS090-13-0 w/ A From Leg 4.000 0.000 98.000 No Ice 4.105 2.389 0.029 Mount Pipe 0.000 0.000 (2) PCSS090-13-0 w/ B From Leg 4.000 0.000 98.000 No Ice 4.105 2.389 0.029 Mount Pipe 0.000 0.000 (2) PCSS090-13-0 w/ C From Leg 4.000 0.000 98.000 No Ice 4.105 2.389 0.029 Mount Pipe 0.000 0.000 (2) KRY 112 15 A From Leg 4.000 0.000 98.000 No Ice 0.449 0.387 0.012 0.000 0.000 (2) KRY 112 15 B From Leg 4.000 0.000 98.000 No Ice 0.449 0.387 0.012 0.000 0.000 (2) KRY 112 15 C From Leg 4.000 0.000 98.000 No Ice 0.449 0.387 0.012 0.000 0.000 (2) 5'x2 1/2" Pipe Mount A From Leg 4.000 0.000 98.000 No Ice 1.328 1.328 0.029 0.000 0.000 (2) 5'x2 1/2" Pipe Mount B From Leg 4.000 0.000 98.000 No Ice 1.328 1.328 0.029 0.000 0.000 (2) 5'x2 1/2" Pipe Mount C From Leg 4.000 0.000 98.000 No Ice 1.328 1.328 0.029 0.000 0.000 Platform Mount [LP 601-1] C None 0.000 98.000 No Ice 28.470 28.470 1.122 Side Arm Mount [SO 101- C None 0.000 98.000 No Ice 7.500 7.500 0.252 3] *88• ETCR-6541.121-16 w/ Mount A From Leg 3.000 0.000 88.000 No Ice 13.271 6.537 0.105 Pipe 0.000 0.000 ETCR-6541.121-16 w/ Mount B From Leg 3.000 0.000 88.000 No Ice 13.271 6.537 0.105 Pipe 0.000 0.000 ETCR-654L12H6 w/ Mount C From Leg 3.000 0.000 88.000 No Ice 13.271 6.537 0.105 tnxTower Report -version 7.0.5.1 September 10, 2017 98 Ft Monopole Tower Structural Analysis CC/ BU No 814642 Project Number 1455234, Application 403634, Revision 1 Page 10 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ° ft Pipe 0.000 0.000 POWER JUNCTION A From Leg 3.000 CYLINDER 0.000 0.000 POWER JUNCTION B From Leg 3.000 CYLINDER 0.000 0.000 POWER JUNCTION C From Leg 3.000 CYLINDER 0.000 0.000 OPTIC FIBER JUNCTION A From Leg 3.000 CYLINDER 0.000 0.000 OPTIC FIBER JUNCTION B From Leg 3.000 CYLINDER 0.000 0.000 OPTIC FIBER JUNCTION C From Leg 3.000 CYLINDER 0.000 0.000 (2) RRH-P4 A From Leg 3.000 0.000 0.000 (2) RRH-P4 B From Leg 3.000 0.000 0.000 (2) RRH-P4 C From Leg 3.000 0.000 0.000 RRH-B8 A From Leg 3.000 0.000 0.000 RRH-B8 B From Leg 3.000 0.000 0.000 RRH-B8 C From Leg 3.000 0.000 0.000 RRH-C2Aw/EXT FILTER A From Leg 3.000 0.000 0.000 RRH-C2A w/EXT FILTER B From Leg 3.000 0.000 0.000 RRH-C2A w/EXT FILTER C From Leg 3.000 0.000 0.000 Side Arm Mount [SO 101- C None 3] 0.000 88.000 No Ice 0.369 0.369 0.003 0.000 88.000 No Ice 0.369 0.369 0.003 0.000 88.000 No Ice 0.369 0.369 0.003 0.000 88.000 No Ice 0.389 0.389 0.002 0.000 88.000 No Ice 0.389 0.389 0.002 0.000 88.000 No Ice 0.389 0.389 0.002 0.000 88.000 No Ice 2.735 1.789 0.060 0.000 88.000 No Ice 2.735 1.789 0.060 0.000 88.000 No Ice 2.735 1.789 0.060 0.000 88.000 No Ice 2.880 1.743 0.060 0.000 88.000 No Ice 2.880 1.743 0.060 0.000 88.000 No Ice 2.880 1.743 0.060 0.000 88.000 No Ice 3.109 1.379 0.055 0.000 88.000 No Ice 3.109 1.379 0.055 0.000 88.000 No Ice 3.109 1.379 0.055 0.000 88.000 No Ice 7.500 7.500 0.252 Description Face Dish Offset Offsets: Azimuth 3 d8 Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft 0 0ft ft ft2 K IBR53 B Paraboloid w/o From 3.000 31.000 88.000 1.275 No Ice 1.280 0.009 tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 September 10, 2017 CCI BU No 814642 Page 11 Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft Radome Face 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 Dead+Wind 0 deg - Service 27 Dead+Wind 30 deg - Service 28 Dead+Wind 60 deg - Service 29 Dead+Wind 90 deg - Service 30 Dead+Wind 120 deg - Service 31 Dead+Wind 150 deg - Service 32 Dead+Wind 180 deg - Service 33 Dead+Wind 210 deg - Service 34 Dead+Wind 240 deg - Service 35 Dead+Wind 270 deg - Service 36 Dead+Wind 300 deg - Service 37 Dead+Wind 330 deg - Service Maximum Member Forces Component Condition Gov. Axial Major Axis Minor Axis Sectio Elevation n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft L1 98 - 62.29 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 2 -6.034 0.468 170.208 Max. Mx 20 -6.029 172.211 -0.198 Max. My 14 -6.034 0.350 -170.682 Max. Vy 20 -7.064 172.211 -0.198 Max. Vx 14 7.003 0.350 -170.682 Max. Torque 24 0.633 L2 62.29 - Pole Max Tension 1 0.000 0.000 0.000 29.827 Max. Compression 2 -10.221 0.577 427.087 Max. Mx 20 -10.218 431,006 -0.154 tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 September 10, 2017 CCI BU No 814642 Page 12 Sec tio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft Max. My 14 -10.220 0.294 -427,569 Max. Vy 20 -9.375 431.006 -0.154 Max. Vx 14 9.315 0.294 -427.569 Max. Torque 12 -0.509 L3 29.827 - 0 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 2 -16.157 0.682 786.162 Max. Mx 20 -16.157 792.119 -0.102 Max. My 14 -16.157 0.222 -786,647 Max. Vy 20 -11.773 792.119 -0.102 Max. Vx 14 11.714 0.222 -786.647 Max. Torque 12 -0.508 `Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb, Pole Max. Vert 20 16.163 11.765 0.002 Max. Hx 20 16.163 11.765 0.002 Max. Hi 2 16.163 0.003 11.706 Max. Mx 2 786,162 0.003 11.706 Max. Mz 8 789.051 -11.740 -0.000 Max. Torsion 2 0.478 0.003 11.706 Min. Vert 5 12.122 -5.867 10.145 Min. Hx 8 16.163 -11.740 -0.000 Min. Hi 14 16.163 -0.002 -11.706 Min. Mx 14 -786.647 -0.002 -11.706 Min. Mz 20 -792.119 11.765 0.002 Min. Torsion 12 -0.508 -5.867 -10.146 Tower Mast Reaction Summary Load Combination Vertical K Shearx K Shear K Overturning Moment, Mx kip-ft Overturning Moment, MZ kip-ft Torque kip-ft Dead Only 13.469 0.000 0.000 0.193 0.334 0.000 1.2 Dead+1.6 Wind 0 deg - 16.163 -0.003 -11.706 -786.162 0.682 -0.478 No Ice 0.9 Dead+1.6 Wind 0 deg - 12.122 -0.003 -11.706 -781,017 0.571 -0.472 No Ice 1.2 Dead+1.6 Wind 30 deg - 16.163 5.867 -10.145 -681.434 -394,067 -0.279 No Ice 0.9 Dead+1.6 Wind 30 deg - 12.122 5.867 -10.145 -676.982 -391,563 -0.275 No Ice 1.2 Dead+1.6 Wind 60 deg - 16.163 10.160 -5.863 -393,880 -682.649 -0.002 No Ice 0.9 Dead+1.6 Wind 60 deg - 12.122 10.160 -5.863 -391,332 -678.233 -0.002 No Ice 1.2 Dead+1.6 Wind 90 deg - 16.163 11.740 0.000 0.259 -789.051 0.221 No Ice 0.9 Dead+1.6 Wind 90 deg - 12.122 11.740 0.000 0.196 -783,930 0.217 No Ice 1.2 Dead+1.6 Wind 120 deg 16.163 10.161 5.864 394,415 -682.719 0.408 - No Ice 0.9 Dead+1.6 Wind 120 deg 12.122 10.161 5.864 391.741 -678.302 0.402 - No Ice 1.2 Dead+1.6 Wind 150 deg 16.163 5.867 10.146 682.013 -394,001 0.508 - No Ice 0.9 Dead+1.6 Wind 150 deg 12.122 5.867 10.146 677,434 -391.497 0.501 - No Ice 1.2 Dead+1.6 Wind 180 deg 16.163 0.002 11.706 786,647 0.222 0.479 tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 September 10, 2017 CCI BU No 814642 Page 13 Load Vertical Shearx Shear, Overturning Overturning Torque Combination Moment, Mx Moment, M, K K K kip-ft kip-ft kip-ft No Ice 0.9 Dead+1.6 Wind 180 deg 12.122 0.002 11.706 781.376 0.114 0.473 - No Ice 1.2 Dead+1.6 Wind 210 deg 16.163 -5.924 10.135 680.994 400.021 0.430 - No Ice 0.9 Dead+1.6 Wind 210 deg 12.122 -5.924 10.135 676.422 397.262 0.426 - No Ice 1.2 Dead+1.6 Wind 240 deg 16.163 -10.199 5.842 392,434 687.006 0.152 - No Ice 0.9 Dead+1.6 Wind 240 deg 12,122 -10.199 5.842 389.773 682.347 0.152 - No Ice 1.2 Dead+1.6 Wind 270 deg 16.163 -11.765 -0.002 0.102 792,119 -0.171 - No Ice 0.9 Dead+1.6 Wind 270 deg 12.122 -11,765 -0.002 0.040 786.763 -0,167 - No Ice 1.2 Dead+1.6 Wind 300 deg 16.163 -10.199 -5,844 -392.163 686.990 -0.410 - No Ice 0.9 Dead+1.6 Wind 300 deg 12.122 -10.199 -5.844 -389.627 682.331 -0.404 - No Ice 1.2 Dead+1.6 Wind 330 deg 16.163 -5.925 -10.136 -680.599 400.115 -0.448 - No Ice 0.9 Dead+1.6 Wind 330 deg 12.122 -5.925 -10.136 -676.153 397,355 -0.441 - No Ice Dead+Wind 0 deg - Service 13.469 -0.001 -3.262 -218.047 0.420 -0.133 Dead+Wind 30 deg - Service 13.469 1.635 -2.827 -188.983 -109,133 -0.077 Dead+Wind 60 deg - Service 13,469 2.831 -1.634 -109.179 -189,222 -0.001 Dead+Wind 90 deg - Service 13.469 3.271 0.000 0.205 -218.752 0.061 Dead+Wind 120 deg - 13.469 2.831 1.634 109.594 -189.241 0.113 Service Dead+Wind 150 deg - 13.469 1.635 2.827 189.410 -109,114 0.141 Service Dead+Wind 180 deg - 13.469 0.001 3.262 218.448 0.293 0.133 Service Dead+Wind 210 deg - 13.469 -1.651 2.824 189.127 111.247 0.119 Service Dead+Wind 240 deg - 13.469 -2.842 1.628 109.044 190.893 0.042 Service Dead+Wind 270 deg - 13.469 -3.278 -0.000 0.162 220.065 -0,047 Service Dead+Wind 300 deg - 13.469 -2.842 -1.628 -108.703 190.889 -0.113 Service Dead+Wind 330 deg - 13.469 -1.651 -2.824 -188.751 111.273 -0.124 Service 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 -13.469 0.000 0.000 13.469 0.000 0.000% 2 -0.003 -16.163 -11.706 0.003 16.163 11.706 0.000% 3 -0.003 -12.122 -11.706 0.003 12.122 11.706 0.000% 4 5.867 -16.163 -10.145 -5.867 16.163 10.145 0.000% 5 5.867 -12.122 -10.145 -5.867 12.122 10.145 0.000% 6 10.160 -16.163 -5.863 -10.160 16.163 5.863 0.000% 7 10.160 -12.122 -5.863 -10.160 12.122 5.863 0.000% 8 11.740 -16.163 0.000 -11.740 16.163 -0.000 0.000% 9 11.740 -12.122 0.000 -11.740 12.122 -0.000 0.000% 10 10.161 -16.163 5.864 -10.161 16.163 -5,864 0.000% 11 10.161 -12.122 5.864 -10.161 12.122 -5.864 0.000% 12 5.867 -16,163 10.146 -5.867 16.163 -10.146 0.000% 13 5.867 -12.122 10.146 -5.867 12.122 -10.146 0.000% 14 0.002 -16.163 11.706 -0.002 16.163 -11.706 0,000% 15 0.002 -12.122 11.706 -0.002 12.122 -11.706 0.000% 16 -5.924 -16.163 10.135 5.924 16.163 -10.135 0.000% 17 -5.924 -12.122 10.135 5.924 12.122 -10.135 0.000% tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 September 10, 2017 CCI BU No 814642 Page 14 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 18 -10.199 -16.163 5.842 10.199 16.163 -5.842 0.000% 19 -10.199 -12.122 5.842 10.199 12.122 -5.842 0.000% 20 -11.765 -16.163 -0.002 11.765 16.163 0.002 0.000% 21 -11.765 -12.122 -0.002 11.765 12.122 0.002 0.000% 22 -10.199 -16.163 -5.844 10.199 16.163 5.844 0.000% 23 -10.199 -12.122 -5.844 10.199 12.122 5.844 0.000% 24 -5.925 -16.163 -10.136 5.925 16.163 10.136 0.000% 25 -5.925 -12.122 -10.136 5.925 12.122 10.136 0.000% 26 -0.001 -13.469 -3.262 0.001 13.469 3.262 0.000% 27 1.635 -13.469 -2.827 -1.635 13.469 2.827 0.000% 28 2.831 -13.469 -1.634 -2.831 13.469 1.634 0.000% 29 3.271 -13.469 0.000 -3.271 13.469 -0.000 0.000% 30 2.831 -13.469 1.634 -2.831 13.469 -1.634 0.000% 31 1.635 -13.469 2.827 -1.635 13.469 -2.827 0.000% 32 0.001 -13.469 3.262 -0.001 13.469 -3.262 0.000% 33 -1.651 -13.469 2.824 1.651 13.469 -2.824 0.000% 34 -2.842 -13.469 1.628 2.842 13.469 -1.628 0.000% 35 -3.278 -13.469 -0.000 3.278 13.469 0.000 0.000% 36 -2.842 -13.469 -1.628 2.842 13.469 1.628 0.000% 37 -1.651 -13.469 -2.824 1.651 13.469 2.824 0.000% Non -Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00022718 3 Yes 4 0,00000001 0.00014310 4 Yes 5 0.00000001 0,00006607 5 Yes 5 0.00000001 0.00003044 6 Yes 5 0.00000001 0,00006830 7 Yes 5 0,00000001 0.00003150 8 Yes 4 0,00000001 0.00011183 9 Yes 4 0,00000001 0.00006798 10 Yes 5 0.00000001 0.00007200 11 Yes 5 0.00000001 0.00003325 12 Yes 5 0.00000001 0.00006474 13 Yes 5 0.00000001 0,00002978 14 Yes 4 0.00000001 0,00022504 15 Yes 4 0.00000001 0,00014166 16 Yes 5 0,00000001 0.00007315 17 Yes 5 0,00000001 0.00003372 18 Yes 5 0.00000001 0,00006784 19 Yes 5 0.00000001 0,00003117 20 Yes 4 0,00000001 0.00009139 21 Yes 4 0,00000001 0.00005396 22 Yes 5 0.00000001 0,00006574 23 Yes 5 0.00000001 0,00003021 24 Yes 5 0.00000001 0,00007319 25 Yes 5 0.00000001 0.00003376 26 Yes 4 0.00000001 0,00002035 27 Yes 4 0.00000001 0.00004870 28 Yes 4 0.00000001 0.00005284 29 Yes 4 0.00000001 0.00001168 30 Yes 4 0.00000001 0.00006214 31 Yes 4 0.00000001 0,00004742 32 Yes 4 0.00000001 0.00002042 33 Yes 4 0.00000001 0.00006391 34 Yes 4 0.00000001 0,00005189 35 Yes 4 0.00000001 0,00000001 36 Yes 4 0.00000001 0,00004842 37 Yes 4 0,00000001 0.00006399 tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 98 - 62.29 10.218 35 0.917 0.004 L2 65.707 - 29.827 4.637 35 0.667 0.001 L3 34.16 - 0 1.261 35 0.339 0.000 September 10, 2017 CCI BU No 814642 Page 15 Critical Deflections and Radius of Curvature -Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature It Comb, in 0ft 102.000 Lightning Rod 3/4" x 8' 35 10.218 0.917 0.004 31660 98.000 Transition Ladder 35 10.218 0.917 0.004 31660 88.000 IBR53 35 8.371 0.846 0.003 15830 Maximum Tower Deflections -Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. 0° L1 98 - 62.29 36.758 20 3.291 0.015 L2 65.707 - 29.827 16.695 20 2.402 0.004 L3 34.16 - 0 4.541 20 1.222 0.001 Critical Deflections and Radius of Curvature -Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 102.000 Lightning Rod 3/4" x 8' 20 36.758 3.291 0.015 8882 98.000 Transition Ladder 20 36.758 3.291 0.015 8882 88.000 IBR53 20 30.119 3.041 0.011 4440 Pole Design Data Section Elevation Size L L„ Kl/r A P„ �Pn Ratio No. PU ft ft ft in2 K K �p� L1 98 - 62.29 (1) TP23.2xl4.5x0.25 35.710 0.000 0.0 17.805 -6.029 1305,750 0.005 L2 62.29 - TP30.48x21.868x0.313 35.880 0.000 0.0 29.309-10.218 2112.960 0.005 29.827(2) L3 29.827 - 0 (3) TP37x28.815x0.313 34.160 0.000 0.0 36.917-16.157 2426.430 0.007 tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 Pole Bending Design Data September 10, 2017 CCI BU No 814642 Page 16 Section Elevation Size Max W x Ratio M y M y Ratio No. Mux Muy ft kip-ft kip-ft Wax kip-ft kip-ft Way L1 98 - 62.29 (1) TP23.2xl4.5x0.25 172.211 586.393 0.294 0.000 586,393 0.000 L2 62.29 - TP30.48x21.868x0.313 431.006 1250.350 0.345 0.000 1250,350 0.000 29.827(2) L3 29,827. 0 (3) TP37x28.815x0.313 792.119 1812.500 0.437 0.000 1812.500 0.000 Pole Shear Design Data Section Elevation Size Actual �V� Ratio Actual �T„ Ratio No, VU V T T ft K K �V kip-ft kip-ft �T L1 98 - 62.29 (1) TP23.2xl4.5x0.25 7.064 652.873 0.011 0.171 1189.025 0.000 L2 62.29 - TP30.48x21.868x0.313 9.375 1056.480 0.009 0.171 2535,325 0.000 29,827(2) L3 29.827 - 0 (3) TP37x28.815x0.313 11.773 1213.220 0.010 0.171 3675.183 0.000 Pole Interaction Desi n Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow, Criteria No. PU Mux M y V T Stress Stress ft �P �Mnx �Mny V �T Ratio Ratio L1 98 - 62.29 (1) 0.005 0.294 0.000 0.011 0.000 0.298 1.000 4.8.2 L2 62.29- 0.005 0.345 0.000 0.009 0.000 0.350 1.000 4.8.2 29,827(2) L3 29.827 - 0 (3) 0.007 0.437 0.000 0.010 0.000 0.444 1.000 4.8.2 Section Capacity Table Section Elevation Component Size Critical P OPa„ow % Pass No. ft Type Element K K Capacity Fail L1 98-62.29 Pole TP23.2x14.5x0.25 1 -6.029 1305.750 29.8 Pass L2 62.29 - 29.827 Pole TP30.48x21.868x0.313 2 -10.218 2112.960 35.0 Pass L3 29.827 - 0 Pole TP37x28.815x0.313 3 -16.157 2426.430 44.4 Pass Summary Pole (L3) 44A Pass RATING = 44.4 Pass tnxTower Report -version 7.0.5.1 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 BASE LEVEL DRAWING September 10, 2017 CCI BU No 814642 Page 17 tnxTower Report -version 7.0.5.1 W 1 p w W O w g m W o- 0 � m � J 7 O 7 W 0 I- p Z I Z oJU>U >»> Z J Z J J J 00 co �O�o�a'co corm z� co mro m z z z owTOQOOQO cn Ln (n 98 Ft Monopole Tower Structural Analysis Project Number 1455234, Application 403634, Revision 1 APPENDIX C ADDITIONAL CALCULATIONS September 10, 2017 CCI BU No 814642 Page 18 tnxTower Report -version 7.0.5.1 Stiffened or Unstiffened, Ungrouted, Circular Base Plate = Any Rod Material TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) Site Data B U#: 814642 Site Name: EAST BREMERTON App #: 403634 Rev. 1 Pole Manufacturer: I Other Anchor Rod Data Qty: Diam: Rod Material: Strength (Fu): Yield (Fy): Bolt Circle: 8 in ksi ksi in 2.25 A615-J 100 75 45 Plate Data Diam: Thick: Grade: Single -Rod B-eff: 51 in in ksi In 1.75 60 14.87 Stiffener Data (Welding at both sides) Config: Weld Type: Groove Depth: Groove Angle: Fillet H. Weld: Fillet V. Weld: Width: Height: Thick: Notch: Grade: Weld str.: 0 <-- Disregard <-- Disregard in in in in in in ksi ksi Pole Data Diam: Thick: Grade: # of Sides: Fu Reint Fillet Weld 37 in in ksi „0" IF Round ksi „0„ if None 0.3125 65 12 80 0 Reactions Mu: 792 Ift-kips Axial, Pu: 16 1 kips Shear, Vu: 12 kips Eta Factor, n 0.5 ITIA G (Fig. 4-4 f No stiffeners, Criteria: AISC LRFD <-Only Applcable to Unstiffened Cases Anchor Rod Results Max Rod (Cu+ Vu/I ): 110.6 Kips Allowable Axial, O*Fu*Anet: 260.0 Kips Anchor Rod Stress Ratio: 42.5% Pass Base Plate Results Flexural Check Base Plate Stress: 23.2 ksi Allowable Plate Stress: 54.0 ksi Base Plate Stress Ratio: 43.0% Pass n/a Stiffener Results Horizontal Weld: n/a Vertical Weld: n/a Plate Flex+Shear, fb/Fb+(fv/Fv)A2: n/a Plate Tension+Shear, fUFt+(fv/Fv)12: n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: n/a 0 0 0 =none, 1 =every bolt, 2 =every 2 bolts, 3 = 2 per bolt ** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes Non -Rigid AISC LRFD cp*Tn Non -Rigid AISC LRFD cp*Fy Y.L. Length: 25.61 CClplate v2.0 Analysis Date: 9/10/2017 •L Z of LL] T 2 Of K cq m qT VT 10 �Q Q o m v j E n m Z 3 N Z N a a CL m o Lq o co T co U O w O r Y LL : E � cc O N C N 9 E o a x O_ N D N a0 n E 0 � Q O_ �Y Y � U U N E LL LL O � N 6 N CL � m N m I U� 00 c0 0 0 V T� O M M N V c0 co C GO N T- O C � i N C Q LL m o � c -O U U Y C O 0 w o L r Y Y V w LL L � O) m ' C C N Co W9 N C f' U m LQ � o O c0 N h 00 m N V T Op C $ O _ r E = m p U w N C w E o EL � p m C Y — O u U -C U V e e N n T 10 N N C C Zo z � C L O Zi .m U m -o YC 0 c o m O 3 in c0 (O C V LO .— T N N N N w' N N N_N I� C cn r (n E O Nid ~N a� a .0 O d N Um U :7 N N N N N N N N v �'C 'C C CE O O O O r N N N N p N N N N L L L O O O 0 U U U U 3 o n M o ao m r 0 a u N O O 'u N a Y «: m � u 0 L O N .0. Y o w � m c a ° E LL O _ o Y E E v� o � o w u . ^ m Co y Y E o' 0mcov w o r� m 0 Cl V u) L� N h m � O O O N N 7 m y 0 U E o .... 10 - U V � LL C CL O m (0 MT 0r�000 a s E ov nV) o O U O O O N 3 m c s U - O O O M 0 a o 00 _ 00 0 o r o o 0 O � Y O u 0 0 0 Cl LO LO Lo LO a i O O O 0 N N N N i o. co V Co LO 61 s x L r Co r� M co E N N 0— a m O M M N o_ o v Design Maps Summary Report Page 1 of 2 �U$'� Design Maps Summary Report User -Specified Input Report Title 814642 Fri September 8, 2017 20:10:45 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.60294°N, 122.62981°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III cAr�P VIE N/,R Rt5 !V RES ERpU � NaiYA 1 r�REMER �s s- _. USGS—Provided Output SS = 1.511 g SMS = Sl = 0.599 g SMl = Ili (r1JR 1 . t t+1600N J Silverdale 'kt tN FSb!!ND S�flP'd,:,RG i�tlfyl�NNE tf /JA'tA157R flON BRE�ER70N 1.511 g � :•: . i 1 �I �' '� Bainbridge Island 9ai WC OR NAVAL SUBM,IIRlh1E BASE S°S = 1.007 g S°1 = 0.599 g S ea tti For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. �1C•�Res,panse Sp�clru:m I.Y 1.�J7 1.44 I.7A 1.12 �� ase O a60 i� I aed aw as ate ao] aaa aZ0 a1a aea 487 I!}7 1.�] l.W L£!J 1.$] Za] Period T (9e�) Olsh�l Re��dnsu Sgaoclrurn I. I° a� 4&J a7? � a� V � a55 sn a ee a33 a z? all aa� am ase asa a� ana I!}S 1.� P�ri©d, T {��c) l.ia l.t�.7 I.83 Z47 https://earthquake.usgs. gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude=... 9/8/2017 U820 H (CAU MY Per 2012120151BC Site BU: 814642 Work Order: 1455234 Application: 403634 Rev. Site Latitude = Site Longitude = Ground Supported Structure = Structure Class = Site Class = CROWN v CASTLE egrees� Minutes�Seconds 47 36 10.59 47.6029 degrees 122 37 47.30-12246298 Idegrees Yes II (Table 2-1) D - Stiff Soil (Table2-11) Spectral response acceleration short periods, SS = 1.511 USGS Seismic Tool Spectral response acceleration 1 s period, S, =1 0.599 Importance Factor, I = 1.0 Acceleration -based site coefficient, Fa = 1.0 Velocity -based site coefficient, F = 1.5 Design spectral response acceleration short period, SDs = 1.007 Design spectral response acceleration 1 s period, SD1 = 0.599 Seismic Design Category -Short Period Response = D Seismic Design Category- 1s Period Response = D (Table 2-3) (Table 2-12) (Table 2-13) (2.7. 0 ASCE 7-05 Table 11.6-1 ASCE 7-OS Table 11.6-2 Worst Case Seismic Design Category = D ASCE 7-05 Tables 11.6-1 and 6-2 CCI Seismic Design Category 2.2 Page 1 Analysis Date: 9/8/2017 o N t��l lV N N M of V Q C; N M a o � p N � C` N o, N_ — ° J - O m � � 0 t — E m ul J Z F m H in U' .Oft 62.3 ft 29.8 ft APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Seismic Discrete Force 1 102 Seismic Linear Force 6 55 Seismic Discrete Force 2 98 Seismic Section Force 6 50,707 Seismic Discrete Force 3 95 Seismic Linear Force 7 45 Seismic Linear Force 1 94 Seismic Section Force 7 40,707 Seismic Section Force 1 93 Seismic Linear Force 8 35 Seismic Discrete Force 4 88 Seismic Section Force 8 32.767 Seismic Linear Force 2 85 Seismic Section Force 9 29,16 Seismic Linear Force 3 84 Seismic Linear Force 9 25 Seismic Section Force 2 83 Seismic Section Force 10 19.16 Seismic Linear Force 4 75 Seismic Linear Force 10 15 Seismic Section Force 3 73 Seismic Section Force 11 9.16 Seismic Section Force 4 65.145 Seismic Linear Force 11 5 Seismic Linear Force 5 65 Seismic Section Force 12 2.08 Seismic Section Force 5 60.707 MATERIAL STRENGTH GRADE F Fu GRADE F Fu A572-65 165 ksi 180 ksi TOWER DESIGN NOTES 1. Tower is located in Kitsap County, Washington, 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class B. 6. Topographic Category 1 with Crest Height of 0,000 ft 7. TOWER RATING: 22.5% Seismic Loads Do Not Control Analysis ALL REACTIONS ARE FACTORED AXIAL 16K SHEAR MOMENT 5 K 396 kip-ff REACTIONS - 85 mph WIND CROWN �,,,r CASTLE The Foundation for a Wireless World Crown Castle 2000 Corporate Dr Canonsburg, PA 15317 Phone: (724) 416 - 9056 FAX: 24 416 - 2254 °b BU 814642 Project: WO 1455234 client: Crown Castle Drawnby:THO �Pd' Code: TIA-222-G Date: 09/08/17 scale: NTS Path. R.SAMWels-LeXemMN kwkT o\WP1814642=145523Mei mic%l1 2 Seumio Dwg No- E-1