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17-103422
CITY OF L Federal Way August 14, 2017 Sprint Spectrum LP 6580 Sprint Pkwy Overland Park, KS 66211 RE: File #17-103422-00-UP; PROCESS I `DIRECTOR'S APPROVAL' Sprint DO Macro Upgrade, 1741 S 3561h St, Federal Way To Whom It May Concern: FILE CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor The City of Federal Way's Department of Community Development has completed an administrative review of the proposed eligible facilities request to modify an existing Personal Wireless Facility (PWSF) located at the above -mentioned address. The proposed modifications include the replacement of three antennas, plus the addition of six remote radio heads and three cables on an existing self-support tower. The Process I application was submitted and determined to be complete on July 17, 2017. The eligible facilities request is found to be consistent with the provisions of the Spectrum Act and does not exceed the substantial change thresholds. The Process I proposal is hereby approved based on the following statements of fact: Criteria 1 For facilities outside of public rights -of -way, the modification does not increase the height of the tower by more than 10%, or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater. Staff Response — There is no height increase. This criterion is met. Criteria 2 For structures outside of public rights -of -way, the modification does not protrude from the edge of the structure more than 20 feet, or more than the width of the structure at the level of the appurtenance, whichever is greater. Staff Response — Based on the elevation and site plan there is no increase in the width of the structure. This criterion is met. Criteria 3 If the installation includes new equipment cabinets, the modification does not include the installation of more than four equipment cabinets. Staff Response —No new equipment cabinets are proposed. All modifications will be located within existing cabinets. This criterion is met. Sprint DO Macro Upgrade August 14, 2017 Page 2 Criteria 4 For all existing facilities, the modification does not include excavation or equipment installation outside the current site of the structure or base station. Staff Response — All proposed modifications are within the existing fenced area. No excavation or equipment will be installed outside the existing base station. This criterion is met. Criteria 5 If the facility requires screening methods, the proposed modification does not defeat the existing concealment elements of the tower or base station. Staff Response — Current screening methods are not defeated as a result of this proposal. This criterion is met. Criteria 6 The modification may not violate any of the conditions of approval associated with prior approvals. Staff Response — The proposal does not violate any known conditions associated with prior approvals of the tower or site. This criterion is met. LAKEHAVEN WATER & SEWER DISTRICT (Brian Asbury, 253-946-5407, BAsbury@lakehaven.org) Lakehaven has no comment on this application/project, as based on the submittal it appears no existing and/or future Lakehaven water/sewer system facilities will be required, desired, or affected by the proposed land use action. If any water or sewer utility conflicts are encountered, applicant should promptly contact Lakehaven for additional information. See the enclosed map for the location of underground utilities near the proposed feedlines. PERMIT ISSUANCE REQUIRED Prior to any site work, the applicant shall obtain an electrical permit from the City's Building Division. For further information regarding the electrical pennits, please contact the department's Permit Center at permitcenter(eityoffederalway.coin or 253-835-2607. CLOSING This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this site. This Process I approval does not constitute approval of an electrical permit. The effective date of this decision is August 17, 2017, or three days from the date of this letter. Pursuant to FWRC 19.55.050, any person who received notice of this administrative decision may appeal the decision to the Federal Way Hearing Examiner by August 31, 2017. Any appeal must be in the form of a letter delivered to the Department of Community Development with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the Director's decision. No work on the proposal can commence until the end of the appeal period. 17-10342_2-00-UP Doc I D. 76290 Sprint DO Macro Upgrade August 14, 2017 Page 3 In that you are the only party of record, your appeal period is waived (assuming you do not wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this decision. Work on the site may not commence until you have been issued the appropriate electrical permit. This Process I approval is valid for one year from the effective date of this decision. If no further action is taken within one year, this decision will expire. A one-year extension of time may be granted only if a written request is submitted to the City's Department of Community Development at least 30 days prior to the expiration of the decision. If you have any questions regarding this decision, please contact Senior Planner Dave Van De Weghe at 253-835-2638 or david.vaiidewegiie@eity.offederal%,vay.coni. Sincerely, 64-�� Brian Davis Community Development Director ene: Lakehaven Utility Map c: Dave Van De Weghe, Senior Planner Kathleen Doan -Ha, kdoanhA.tr md.com Russell R. Lloyd; russfgrlclearing.eom Cole Elliott, Development Services Manager Robert "Doc" Hansen, Planning Manager Chris Cahan, South King Fire and Rescue Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Water and Sewer District 17-103422-00-UP Doc 1.D 76290 MC/7 JULRECEIVED 17 20V OF CIT ('.UMM tSin' 0�j June 30, 2017 To: City of Federal Way Department of Community Development 33325 8th Avenue South City of Federal Way, WA 98003 From: Kathleen Doan -Ha 10590 W Ocean Air Drive, Suite 300 San Diego, CA 92130 858.964.7430 kdoanha@rnd7.com Re: Site ID SE03XC104 —1741 S 356th Street Hello, Please find the following documents enclosed for the Building Permit application for Sprint to upgrade its existing wireless communication facility located at 1741 S 356th Street, Federal Way, WA 98003: 1. (1) Check for $121.47 2. (1) Project Narrative 3. (1) Submittal Requirements for Process 1 4. (1) Master Land Use Application 5. (1) Memorandum of Amendment 6. (6) Sets of Construction Drawings Thank you for your time and efforts. Sincerely, Kathleen Doan' Ha Land Use MD7, LLC RETURN ADDRESS: CITE OF r DL�GPI��� After Recording Return to: CI 44 ld'71 Gown Castle 1220 Augusta, Suite 600 Houston, TX 77057 Attn: PEP Electronically Recorded 20140306000782 SIMPLIFILE LE Page 001 of 006 03/OW014 04:21 King County, WA Document Title: Memorandum of Third Amendment to PCS Site Agreement Reference Number(s) of June 14, 2002 at #20020614000645 Related Documents: Lessor(s): Russell R. Lloyd Lessee(s): STC Five LLC, a Delaware limited liability company Legal Description: Ptn of the SW of the NW 1/4 of Sec 28, T 21 N, R 4 E, in King County, Washington Assessor's Tax Parcel ID 282104-9178 Number: Site ID: 15and18 (BUN 880306) The County Auditor will rely on the information provided on this form. The Staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. Sign below only if your document is Non -Standard. I am requesting an emergency non-standard recording for an additional fee as provided in RCW 36.19.010. I understand that the recording processing requirements may cover up or otherwise obscure some parts of the text of the original document. Fee for non-standard processing is $150. sent By T Lessw1jeensee_LV2LL6q Date 3 to BUN B 8030U Arndmt Leas►ILk*w sett Ara Sits ID --- —� Doalyps 77.00 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 7/20/2017 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Chris Cahan, South King Fire & Rescue FROM: Dave Van De Weghe FOR DRC MTG. ON: 8/10/2017 - Internal Completeness & Technical Review FILE NUMBER(s): 17-103422-00-UP RELATED FILE NOS.: None PROJECT NAME: Sprint DO MACRO Upgrade PROJECT ADDRESS: 1741 S 356TH ST ZONING DISTRICT: CE PROJECT DESCRIPTION: Land Use approval to remove and replace (3) antennas, install (6) RRH's and install (3) hybrid cables. LAND USE PERMITS: UP I PROJECT CONTACT: Kathleen.Doan-Ha, 858-964-7430 MATERIALS SUBMITTED: Project narrative Plan set RECEIVED JUL 1 7 2017 MASTER LAND USE APPLICATION DEPARTMENT OF COMht11111'1'7' DEVELOPMENT CITY OF FEDEF AL WAY 333�5 8* Avenue South CITY OF �� COMMUN17Y lL)EVbLOPMENT Federal Wa�. WA 98003-6325 Fe d e _+� � >�� 253.835-260?; Fax253-835-2609 r y www.citvoffedeailway. om APPLICATION NO(S) 17 1 ✓ 1la-o I I/ Date / l.J Project Name Sprint DO MACRO Upgrade Property Address/Location 1741 S. 356th Street, Federal Wa, Parcel Number(s) 282104-9178 Project Description 'i,r,pae, rxu• i Type of Permit Required Annexation _ Binding Site Plan _Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification ~_ Lot Line Elimination Preapplication Conference Process I (Directors Approval) _ Process II (Site Plan Review) _ Process III (Project Approval) Process 1V (Hearing Examiner's Decision,) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project _ SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CB Zoning Designation Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements Internaiianal Building Code (IBC): Occupancy Type Construction Type Applicant 98003 Name: Sprint Address: 6580 Sprint Parkway City/State:Overland Park, KS Zip: 66211 Phone: Fax: Email: Signature: Agent (ifdiffercntthan Applicant) Name: Kathleen Doan -Ha, Md7 LLC I Address:10590 West Ocean Air Drive, Suite 30:0 City/State: San Diego, CA 1 i Zip: 92130 Phone:858-964-7430 Fax: f Email:kdoanha@md7.com Signature- " Owner Name: Russell R. Lloyd Address: PO Box 1046 City/State: Auburn, WA Zip: 98071 Phone: ia53 —t-2:05—I&DO Fax: A** -735-moD Email:ey��sri cjea�Sr�.tChK Signature: Xj f i9 Bulletin #003 — January 1, 2011 Page 1 of 1 lt:ur anu Vac by } RECEIVED JUL 17 2017 Sprint Site Modification to Facility SE03XC104 "IS & 18" CITY OF FEDERAL W.".Y COMMUNITY DEVELOPMENT Project Narrative: Sprint intends to modify an existing site located at 1741 S 356t' Street, Federal Way, WA 98003. The proposal consists of the removal of (3) antennas and the installation of (3) antennas, (6) RRHs, and (3)1-7/16" hybrid cables. All equipment will be painted to match the existing materials and configuration. MEMORANDUM OF THIRD AMENDMENT TO PCS SITE AGREEMENT This Memorandum of Third Amendment to PCS Site Agreement is made effective this 21 day oft 2014 by and between RUSSELL R. LLOYD (hereinafter referred to as "Lessor") and STC FIVE LLC, a Delaware limited liability company, by and through its Attorney In Fact, Global Signal Acquisitions 11 LLC, a Delaware limited liability company (hereinafter referred to as "Lessee"). 1. Lessor and Sprint Spectrum L.P. ("Original Lessee") entered into a PCS Site Agreement dated August 19, 1996 (the "Original Agreement") whereby Original Lessee leased certain real property, together with access and utility easements, located in King County, Washington from Lessor (the "Site"), all located within certain real property owned by Lessor ("Lessor's Property"). Lessor's Property, of which the Site is a part, is more particularly described on Exhibit A attached hereto. 2. The Original Agreement was amended by that certain Amendment to PCS Site Agreement dated May 26, 2000 ("First Amendment"), and by that certain Amendment to PCS Site Agreement dated April 26, 2002, a memorandum of which was recorded on June 14, 2002 at Instrument No. 20020614000645 ("Second Amendment") (hereinafter the Original Agreement and all subsequent amendments are collectively referred to as the "Agreement"); and 3. STC Five LLC is currently the Lessee under the Agreement as successor in interest to the Original Lessee. 4. The Agreement had an initial term that commenced on August 19, 1996 and expired on August 18, 2006. The Agreement, as amended, provides for three extensions of five years each, two of which were exercised by Lessee (each extension is referred to as a ".Renewal Term"). According to the Agreement, the final Renewal Term expires August 18, 2021. 5. Lessor and Lessee have entered into a Third Amendment to PCS Site Agreement (the "Third Amendment"), of which this is a Memorandum, providing for five additional Silc Namc: 15=418 2 Business Unis t $80306 • 0 Renewal Terms of five years each. Pursuant to the Third Amendment, the final Renewal Tenn expires on August 18, 2046. 6. The terms, covenants and provisions of the Third Amendment shall extend to and be binding upon the respective executors, administrators, heirs, successors and assigns of Lessor and Lessee. 7. This Memorandum does not contain the social security number of any person. 8. A copy of the Third Amendment is on file with Lessor and Lessee. [Execution Pages Follow] Site Name: l5and18 3 Business Unit W: $80306 IN WITNESS WHEREOF, hereunto and to duplicates hereof, Lessor and Lessee have caused this Memorandum to be duly executed on the day and year first written above. LESSOR: By:14Wel�el�a USSELL R. LLO STATE OF 63A ) COUNTY OF V-.,)SS. m , ) i I certify that I know or have satisfactory cvidence that RUSSELL R. LLOYD is the person who appeared before me, and said person acknowledged that said person signed this Memorandum of Third Amendment to PCS Site Agreement to be his/her free and voluntary act for the uses and purposes mentioned in the instrument. DATED:21 2 DI! _ Notary Sea,► 1"u101,f 4 •1' — (Signature of N❑ ifr: ,cla J .. � i r, dour (Legibly Print or Stamp Name of Notary) Notary Public in and for the State of My appointment expires: V201201 Site Name_ 15and] 8 4 Business Unit *: 880306 • STATE OF Xf4 COUNTY OF X 6 )SS. LESSEE: STC FIVE LLC, a Delaware limited liability company By: Global Signal Acquisitions 11 LLC, a Delaware limited liability company Its: AtIomey In Fact By. Print Name:iPT �anager Title: 1 certify that 1 know or have satisfactory evidence that � c* is the person who appeared before me, and said person acknowledged that said pe on signed this Memorandum of Third Amendment to PCS Site Agreement, on oath stated that said person was authorized to execute the instrument and acknowledged it as the PET- of GLOBAL SIGNAL ACQUISITIONS 11 LLC, to be the free and voluntarYjact of such party for the uses and purposes mentioned in the instrument. DATED: 2 j'Lb 114 Notary Seal y"1 ._ CAAOLYNTMOORES MY COMMISSION EXPIRES Site Name: 15and IS Business Unit N: 890306 (Signature of Nota ) T. (Legibly Print or Stamp Name of Notary) Notary Public in and for the State of { "-m6 My appointment expires: _ S - ?L -� • 0 EXHIBIT A (Legal Description of Lessor's Property) That portion of the Southwest of the Northwest quarter of Section 28, Township 21 North, Range 4 East, in King County, Washington, described as follows: Beginning at the Northwest corner of said subdivision; Thence North 89'36'00" East along the North line thereof 181.58 feet to a point on the Easterly margin of State Highway No. 5-1) and the TRUE POINT OF BEGINNING of this description; Thence North 89°36'00" East 275 feet to a point hereafter referred to as Point "A"; Thence North 8996'00" East 201.31; Thence South 0109'00" West 255 feet; Thence South 89' 36' 00" West 201 feet, more or less, to a point which bears South 0°24'00" East from Point "A"; Thence North 0°24'00" West 225 feet, more or less, to the South line of the North 30 feet of said subdivision; Thence South 89°26'00" West to the Easterly margin of said State Highway No. 5-1); Thence Northerly along said Easterly margin to the TRUE POINT OF BEGINNING. Site Name:15and IS Business Unit#: 890306 ,r+ -ov- um Ca r= asa r.� cv 0 ca V*4 Return Address: Sprint Sites USA CID Mericom Ca oration 4700 Northgate Blvd., Suite 160 Sacramento CA 95834 Attn. Proiect Coordinator 1 2002061 Mum CW >< 1 2u K t�tis CDLlHTY, iJW o:ee.....: _.t..,.:.� ..�.�:... WAQ14IN[,TON STATF. RECORDER'S Cover Sheet mcwbs.w Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1. MEMORANDUM OF AGREEMENT 2. I� 4- Reference Number(s) of Documents assigned or released: Additional reference #'s on page _- of document Grantor(s) (Last name, first name, initials) T f 1. Russell R. Lloyd 2. Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. Sprint 5 arum Real Ca an L.P. a Delaware limited partnershi 2. Additional natnes on page _ of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) Ptn. of SW Y, o NW 14 Sec 28 1'. 21 N. R. 4 E. Cq • of Federal Way. King County, WA Additional legal is on page 4 of document. Assessor's Property Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned 282104-9178-06 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. I am requesting an emergency nonstandard recording for an additional tee as proviaea in Ku w 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure som70 part )cerihe original document. of Requesting Party IN WITNESS RECORDED AT THE REQUEST OF AND WHEN RECORDED, RETURN TO: Sprint Sites USA CIO Mericom Corporation 4700 Northgate Blvd., Suite 160 Sacramento, CA 95834 Attn: SSUSA Project Coordinator __..__—____.Space above this line for County Recorder--------- MEMORANDUMOF AGREEMENT This Memorandum of Agreement is entered into on this 149 day of 2002, by and between Russell R. Lloyd, with an address of 1741 South 35e' S eet, Federal Way, WA 98063, (hereinafter referred to as "OWNER") and Sprint Spectrum Realty Company, L.P., a Delaware limited partnership, with an office at 4457 Willow Road, Suite 202, Pleasanton, California 94588 (hereinafter referred to as "SSLP"). 1. Owner, or Owner's predecessor(s) in interest, and Sprint Spectrum Realty Company, L.P. (SSLP's predecessor in interest and hereinafter referred to as "Lessee") entered into a PCS Site Agreement ("Agreement"), on August 19, 1996, for the purpose of installing, removing, replacing, maintaining and operating a personal communications service system facility. All of the terms and conditions of the Agreement are incorporated herein by reference. 2. SSLP is now the owner and holder of all of the Lessee's rights to the Agreement. 3. The term of the Agreement ("Initial Term") is five (5) years, commencing on a date ("Commencement Date") as defined in the Agreement and automatically renews for four (4) .s additional terms (each "Renewal Term") of five (5) years each pursuant to certain terms and w conditions contained in the Agreement. 0 0 r= 4. The Agreement has been modified by the following subsequent instruments: a. May 26, 2000 b. /g&E,, Z6 2002 01 cv 0 5. The Parcel which is the subject of the Agreement is described in Exhibit A annexed hereto. The portion of the Parcel which is effected by the Agreement, as modified, (the "Site") is described or depicted in Exhibit B annexed hereto and may include certain additional easements, rights and appurtenances. 6. In the event of any inconsistency between this Memorandum and the Agreement, as modified, the Agreement shall control. 7. This Memorandum and the Agreement, as modified, shall bind and inure to the benefit of the parties and their respective heirs, successors and assigns. SIGNATURES TO FOLLOW 1-5 & 18 L1oyds.SE03XC104 3 3/13/2002 0 O WHEREOF, the parties have executed this Memorandum of Agreement as of the day and year first above written. OWNER: Russell R. Lloyd Date:- 1-5 & IS Lloyds.SE03XC104 LESSEE: Sprint Spectrum Realty Company, L.P., a Delaware limited partnership 11MI Dal 3/13/2002 EXHIBIT A DESCRIPTION OF LAND This Exhibit "A" is attached to and made a part of that certain Memorandum of Agreement entered into on z.1— 2002, by and between Russell R. Lloyd, as "OWNER" and Sprint Spectrum Realty ornpany, a Delaware limited partnership as "SLLP". All that real property situated in the City of Federal Way, County of King, State of Washington and is more particularly described as follows: The land referred to in this commitment* is situated in the county of King, state of Washington, 'and described as follows: That portion of the southwest of the northwest quarter of Section 28, Township 21 North, Range 4 East, in King County, Washington, described as follows: Beginning at the northwest corner of said subdivision; - thence north 8903610011 east along the north line thereof 181.58 feet to a point: on the easterly margin of State Highway No. 5-D an the TRUE POINT OF BEGINNING of this description; thence north 89036100" east 275 feet to a point hereafter referred to as Point "A"; thence north 89036100" east 201.31 feet; thence south 0009/0011 west 255 feet; thence south 89036100" west 201 feet, more or less, to a point which bears south 0024,001, east from Point "A"; thence north 0024100" west 225 feet, more or less, to the south line of the north 30 feet of said subdivision; thence south 890361001/ west to the easterly margin of said State Highway No. 5-D; thence northerly along said easterly margin to the TRUE POINT OF BEGINNING. Commonly known as: 1741 S. 366' St., Federal Way, WA 98063 Assessor's Parcel No. or Tax Parcel No.: 282104-9178-06 1-5 & 18 Llyods.SE03=04 a r O CV C= O CV EXHIBIT B DESCRIPTION OF LAND T is Exhibit "B" is attached to and made a part of that certain Memorandum of Agreement entered into on --e, , 2002 by and between Russell R, Lloyd, as "OWNER" and Sprint Spectrum Realty Co pany, a Delaware limited partnership as "SLLP". The Premises and Site are depicted as follows:' x PROPOSED - DUSTING LEISEAREA LEASE (220 SQFF) AREA 1 0 RUSSLELLOVED TRUCK STOP PROPSEO USWEST-1 HTS EQUIPMENT LOCATION w EXISTING FEWE i Notes; • This Exhibit may not be to scale and may be replaced by a land survey of the Premises and / or Site once it is received by SSLP. • Setback of the Site from the Premises' boundaries shall be the distance required by the applicable governmental authorities. • Width of access road shall be the width required by the applicable govemmental authorities, including police and fire departments. • The type, number and mounting positions and locations of antennas and transmission lines, if depicted, are illustrative only. Actual types, numbers, mounting positions may vary from what is shown above. 1-5 & 18 Lloyds SE03=04 State of ■ V County of Or,--�� before me,J2" (Date) (Name a title of ofter (e.g. -JapeDoe, Notary Public') personally appeared Name (s) of 5 ner (s) personally known to me - OR - U proved to me on the basis of satisfactory evidence to be the person (s) is/are subscribed -to -the within instrument and acknowledged to me that he/she/they executed the -� same in his/her/their authorized capacity (ies), and that by his/her/their signature (s) on the instrument the person (s), or the entity upon behalf of which the person o (s) acted, executed the instrument. Witness my hand and official seal. co �/ 0-4 o Ei♦'�`� STATE OF COUNTY OF hereby certify that I know, or have satisfactory evidence that ~4 Farr ♦ !.r L . is the person (s) who appeared t1hfor this instrument and acknowledged it to be mentioned in this instrument. v: I d � tary Public 1 n for the State of res ing at My appointor nt res: said person (s) acknowledged that ( he ) signed �ee and voluntary act for the uses and purposes CANDICE M. CONGER Commission # 1253057 go Notory Public - Califo`la Alameda County My Cornrn. tpi es Feb 10, 2W4 Do Sjgn E;Wg•• ID: 6516D959.9D5G417643EDD-D07F20A60166 SPRINT SITE NUMBER: SPRINT SITE NAME: SITE TYPE: TOWER HEIGHT: SITE INFORMATION SITE NAME: I5AND18 SITE ADDRESS: 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 COUNTY: KING MAP/PARCEL #: 282104-9178 AREA OF CONSTRUCTION: EXISTING LATITUDE: 47° 16' 57.172" LONGITUDE: -122° 18' 39.644" LAT/LONG TYPE: NAD83 GROUND ELEVATION: 309.2 FT CURRENT ZONING: CE JURISDICTION: CITY OF FEDERAL. WAY OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: VB A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROPERTY OWNER: LLOYD, RUSSELL R PO BOX 1046 AUBURN, WA 98071-1046 TOWER OWNER: GLOBAL SIGNAL ACQUISITIONS II LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 CARRIER/APPLICANT: SPRINT 10590 W. OCEAN AIR DR, SUITE 300 SAN DIEGO, CA 92130 CROWN CASTLE APPLICATION ID: 390010 ELECTRIC PROVIDER: PSE (888) 225-5773 TELCO PROVIDER CENTURY LINK (855) 778-3066 PROJECT TEAM CROWN CASTLE A&E FIRM: CROWN CASTL E 2000 CORPORATE DRIVE CANONSBURG, PA 15317 CRO WNAE.APPROVAJ-CaCROWNCASTI-E.COM CROWN CASTLE CONTACTS: 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 ALICIA POWERS - PROJECT MANAGER (206) 336-3218 CODY CRANK - CONSTRUCTION MANAGER (253) 370-6880 KELSEY PUHALLA - A&E PROJECT MANAGER KELSEY.PUH ALLACCROW NC ASTLE.COM (206) 336-2874 SPRINT CONTACT. JENNY KING JKINGCMD7.COM (858) 964-7427 Spr*lnt' TM SE03XC104 CROWN CASTLE BU #:880306 I5AND18 SITE ADDRESS: FEDERAL WAY, WASHINGTON 98003 SELF SUPPORT TOWER. COUNTY: KING 1501-01, JURISDICTION: CITY OF FEDERAL WAY SPRINT DO MACRO UPGRADE r PROJECT DESCRIPTION 1 THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. nft OF WORK - REMOVE (3) ANTENNAS • INSTALL (3) ANTENNAS • INSTALL (6) RRHs • INSTALL (3) 1-7/16" HYBRID CABLE FINAL CONFIGURATION: • (6) ANTENNAS • (1) GPS ANTENNA • (12) RRHs • (3) FI B ER J UNCTION CYLINDERS . (3) POWER JUNCTION CYI..INI)M • (6) HYBRID CABLES • (1) COAX CABLE DESIGN PACKAGE BASED ON THE APPLICATION ID:390010 REVISION: I THE PARTIES ABOVE IIEREBY APPROVE AND ACC Err TT[ESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. VICINITY MAP mn1 47.28Z548 -122.3114 r 3►YylLrdrs S 3H ■GW &w+xl ltl�h Sdwd M IL1641hsts3ue4+ 'n��w*q Sw iutl W.6d W'..: tivr a Pod >. 7 9 y' r a � W1A 45'4.Yi 'Y r�x :fr. c _6 DRIVING DIRECTIONS FROM LOCAL SPRINT OFFICE 9 AERIAL MAP SOUTH 1-5 TO EXIT 142A (WEST), TAKE RIGHT AT STOP (WEST) ONTO SOUTH 348TH STREET, LEFT (SOUTH) ONTO PACIFIC HIGHWAY SOUTH/ENCHANTED PARKWAY, LEFT (EAST) ON DRIVEWAY AFTER SOUTH 356TH STREET, (PRIVATE ROAD), PROCEED EAST UP DRIVEWAY TO SITE. APPLICABLE CODES/REFERENCE DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL.. GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING 2015IBC W/ W.A.C. AMENDMENTS MECHANICAL 2015 IMC W/ W.A.C. AMENDMENTS ELECTRICAL 2014 NEC W/ W.A.C. AMENDMENTS REFERENCE DOCUMENTS: STRUCTURAL ANALYSIS: TOWER ENGINEERING PROFESSIONALS DATED MAY 24, 2017 MOUNTANALYSIS: BY OTHERS CALL WASHINGTON ONE CALL CALL 3 WORKING DAYS (8) BEFORE YOU DIG! 6 NO SCALE APPROVALS APPROVAL SIGNATURE DATE SITE ACQ. & ZONING CONSTRUCTION MGR AhE MGR PLANNING CONSULTANT RF MGR PROPERTY OWNER SPRINT REP. Sprint 10590 W. OCEAN AIR DR., SUITE 300 SAN DIEGO, CA 92130 CROWN � CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 SPRINT SITE NUMBER: SE03XC104 BU #: 880306 I5AND18 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 EXISTING 150'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE I DRWN DESCR- ON DI"Qr 06/07/17 ]AS PRELIMINARY I, 06/20/17 JAS CONSTRUMON AJF r0A �gLrn r,1, hhlkxL4 r 6/21/2017 1 9:44:13 AM EDT JUL 17 2017 c I h r+P }PF,I•• �, IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACRNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, SHEET NUMBT-1 ER (7630 D-&pn f -elope ID: 8616D9 965C4I76-BE9D80ZF20A60166 CROWN CASTLE SFTE WORK GENERAL NOTES; 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR, EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION 8) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION. 3. ALL SITE WORK TO COMPLY WITH OAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN CASTLE TOWER SITE' AND LATEST VERSION OF TIA 1019 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' 4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. 5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTIUTIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE MSCONiiNUED Ai POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF COhrmACTOR, OWNER AND/OR LOCAL UTILITIES. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABIUZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 13. NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. 14. ALL CONSTRUCTION MEANS AND METHODS: INCLUDING BUT NOT LIMITED 70. ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS $HALL BE THE RESPONSISMIY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA iDIS (LATEST EDITION), OSHA, AND GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-1019 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS N CONSTRUCTION. SPRINT CONSTRUCTION NOTES THE WORK: MUST COMPLY WITH ALL APPLICABLE ADOPTED CODES AND STANDARDS, AND PORTIONS THEREOF. SPRINT METHOD OF PROCEDURE (MOP) AND SPRINT STANDARDS AT THE TIME OF CONSTRUCTION START. PRECEDENCE, SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES INCLUDING THE STANDARD DETAILS FOR WIRELESS SITES AND THE CONSTRUCTION DRAWINGS. INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE. ALONG WITH SPRINT CONSTRUCTION MANAGER APPROVAL. SITE FAMILIARITY: CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. ON -SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DRAWINGS, SPECOCAT&IS THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO PROVIDE A COMPLETE FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED TO SUITE JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. B. CONTRACTGIR SHALL NOTIFY SPRINT CONSTRUCTION MANGER OF ANY VARIATIONS PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERW45E_ MODIFICATIONS MAY BE REOWR?D TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BC INCLUDED AS PART OF THE WORK. IN ACCORDANCE WITH COMPANY PRACTICE. CONTRACTOR MAY BE REQUIRED TO PICK UP MATERIAL AT LOCATION PRESCRIBED BY SPRINT. SECTION 01 300 - CEII SITE CONSTRUCTION NOTICE TO PROCEED: NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF WORK ORDER. SITE CLEANLINESS: CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. SFCe ON ❑1 400 - SUBMITTALS AND T ALTERNATIVES: AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. TESTS AND INSPECTIONS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS AND PROJECT DOCUMENTATION. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. COAX SWEEPS AND FIBER TESTS PER TS-200 REV 5 ANTENNA LINE ACCEPTANCE STANDARDS. 2. AGL, AZIMUTH AND DOWNTILT: PROVIDE AN AUTOMATED REPORT UPLOADED TO SRERRA USING A COMMERCIAL MADE -FOR PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF TESTING. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. AZIMUTH, DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS - ANTENNA AUGNMENT TOOL (AAT) 2. SWEEP AND FIBER TESTS. 3. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT. 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION. 5. PDF SCAN OF REDLINES PRODUCED IN FIELD. 6. A PDF SCAN OF REDUNE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS -BUILT DRAWING PRODUCTION. 7. LIEN WAIVERS. 8. FINAL PAYMENT APPLICATION. 9. REQUIRED FINAL CONSTRUCTION PHOTOS. 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS. 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINT'S DOCUMENT REPOSITORY OF RECORD). 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST: SPRINT WILL PROVIDE SEPARATE GUIDANCE. a. PROVIDE PHOTOGRAPHS OF FINAL PROJECT PER THE FOLLOWING LIST. ADDITIONAL PHOTOS MAY BE REQUIRED TO SUPPORT ACCEPTANCE PROCESSES (I) BACK MAIN FIBER CABLE ROUTE (MINIMUM TWO PHOTOS) (u) OF EACH ANTENNA AND RRU (III) MANUFACTURERS NAME TAG FOR ALL SERIALIZED EQUIPMENT (iv) PULL AND DISTRIBUTION BOXES INTERMEDIATE BETWEEN RRU'S AND RBS (DOOR OPEN) (V) RBS CABINET WITH DOOR OPEN SHOWING MODIFICATIONS (vi) POWER CABINET, DOORS OPEN, BATTERIES INSTALLED (vii) BREAK OUT CYLINDERS (viii) ASR SIGNAGE FOR SPRINT OWNED TOWERS (ix) RADIATION EXPOSURE WARNING SIGNS (x) PHOTOGRAPH FROM EACH SECTOR FROM APPROXIMATELY RAD CENTER OF ANY NEW ANTENNA AT HORIZON. b. LOAD PHOTOS TO SITERRA PROJECT LIBRARY 15, IN 15 CREATE NEW CATEGORY; 2.5 DEPLOYMENT. AND SECTION. PERMANENT CONSTRUCTION. LABEL PHOTOS WITH SITE CASCADE AND NEW BEING DEPICTED. CAMERAS USED TO TAKE PHOTOS SHALL BE GPS ENABLED SUCH THAT THE DIPS COORDINATES ARE INCLUDED IN THE PHOTO MEDIA -FILE INFORMATION. PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM THE CONSTRUCTION INTEGRATION: DOCUMENTS. PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS METHODS OF PROCOURr fMOESI FOR CONEDWADM: CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN THE FOLLOWING INSTALLATION AND COMMISSIONING MOPS. CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTION OF LATEST MOPS. A. TOP HAT B. HOW TO INSTALL A NEW CABINET C. BASE BAND UNIT IN EXISTING UNIT D. INSTALLATION OF BATTERIES E. INSTALLATION OF FIBER CABLE F. INSTALLATION OF RRU'S G. CABLING H. TS-0200 REV 5 - ANTENNA LINE ACCEPTANCE STANDARDS I. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. J. COMMISSIONING MOPS COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. CONTRACTOR IS RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION SECTION 09 900 - PAINTING OUAIJTY ASSURANCE A COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER. HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS. MATERIALS, A MANUFACTURERS: BENJAMIN MOORE, ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR APPROVED PROVIDE PREMIUM GRADE, PROFESSIONAL -QUALITY PRODUCTS FOR COATING SYSTEMS. PAINT SCHEDULE: A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METALLIC BASED AND CONTAIN NO METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER TO ANTENNA MANUFACTURER'S INSTRUCTION WHENEVER POSSIBLE. B. WATER TANKS: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND FINISH. PAINTING APPLICATION: 1 INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATE. 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE -COAT OR REMOVE AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION. 4. CLEAN UP, TOUCH UP AND PROTECT WORK. 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER ERECTION WITH 'GALVANOX,- -DRY GALV,- OR -ZINC-IT-.- 2 FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 3- ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. SECTIM 11 Zoo - ANTENNA ASSEMBLY, REMOTE W10 UNITS AtID rARLr IUSTALLATION SUMMARY: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRU'S, AND CABLE EQUIPMENT, INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. ANTENNAS AND RRU'S: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE CONSTRUCTION DRAWINGS. NV FIBER CABLE: EXISTING NV FIBER CABLE WILL BE USED AT EACH SITE. CABLE SHALL BE USED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS. JUMPERS AND CONNECTIONS: FURNISH AND INSTALL 1/2' COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS. JUMPERS SHALL BE TYPE LDF 4, FLO 12-50, OR 540, OR FXL 540. SUPER -FLEX CABLES ARE NOT ACCEPTABLE JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2' FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE, MINIMUM LENGTH FOR JUMPER SHALL BE SO AS TO ALLOW FOR THE PROPER BEND RADIUS PER MANUFACTURER OR SPRINT SPECIFICATIONS. REMOTE ELECTRICAL TILT (RETI CABLES, MISCELLANEOUS, INSTALL SPUTTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. ANTENNA INSTALLATION: THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSTTE IN ACCORDANCE WITH THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH AND FEED ORIENTATION INFORMATION SHALL BE AS DESIGNATED ON THE CONSTRUCTION DRAWINGS. A THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOM STRUT IS LEVEL THE PIPE MOUNTS SWILL BE PLUMB TO WITHIN 1 DEGREE B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE CONSTRUCTION DRAWINGS. FIBER CAME IN15MLLATION, A THE CONTRACTOR SHALL ROUTE, TEST AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAT THE MANUFACTURER'S SPECIFICATIONS FOR BENDING RADII. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND INSTALLATION 1. FASTENING MAIN FIBER CABLES: 0. LATTICE AND GUYED TOWERS: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX LADDER AT 4'-0' OC USING NON-MAGNETIC STAINLESS STEEL CLIPS. HOISTING GRIPS SHOULD BE INSTALLED AT MID -POINT IF CABLE RUN EXCEEDS 200' AS WELL AS TOP SIDE. a. MONOPOLE: ALL CABLES SHALL BE PERMANENTLY SUPPORTED WITH HOISTING GRIPS AT INTERVALS OF NO MORE THAN 200' (ONE HOISTING GRIP PER COAX). 1. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA). WITHIN THE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES. 0. FIBER: SUPPORT FIBER BUNDLES USING 1/2' VELCRC S PAPS OF THE REQUIRED LENGTH AT 18' O.C. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL. b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12.000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL. 2. FASTENING OR SECURING JUMPERS SHOULD CONSIST OF STAINLESS STEEL CLIPS, 18" FROM REAR OF CONNECTOR AND 24' THEREAFTER AND AT NO TIME SHALL THEY CONTACT TOWER OR STRUCTURAL STEEL. 3. CABLE INSTALLATION: a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE NOTIFY THE CONSTRUCTION MANAGER. b. CABLE ROUTING CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOPE AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM BEND RADIUS. 5. GROUNDING OF TRANSMISSION ONES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED ON DRAWINGS. 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 REV 5. 7. HYBRID CABLE LA13EUNG: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED ALPHA -NUMERICALLY A ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001. REV 1. Sprint , 10590 W. OCEAN AIR DR, SUITE 300 SAN DIEGO, CA 92130 CCROWN C�.► CASTLE 1505 WEM.AKE AVENUE NORTFL,SUITE 800 SEATTLE, WA 98109 SPRINT SITE NUMBER: SE03XC104 BU #: 880306 I5AND18 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 EXISTING 150'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIl rlON DGS./Q, A 06/07/17 )AS PRELMINARY I.61R U U6/2U/17 JAS CONSTRUCITON AJF _ 4a +auaAU `� 6/21/2017 1 9:44:13 AM EDT Andn jos,ph Fandoai 111. P E Pmfessinnel Engin License: 52421 Cm C de USA, Inc F n Rco-dan P2271 IT IS A VIOIATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER Til LITERYH IS TM/CLSNE\'C SHEETIVUMBER . ISEO T-2 0 Do Slgn Erg IOVA ID: 6516D959.9OSC 41784MVD-B02F20AGO166 RPROOFING Exgglop CON14ECTORE AND FIYBRID CABLE_�,LROUHQ K[T5: A ALL FIBER AND COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. I. SELF-NAALCAMAYING TAPEt CLAN SURFACES, APPLY A DOUBLE WRAP OF SELF AMALGAMATING TAPE 2' BEYOND CONNECTOR. APPLY A SECOND WRAP OF SELF -AMALGAMATING TAPE IN OPPOSITE CIRECTION. APPLY DOUBLE WRAP OF 2' WIDE ELECTRICAL TAPE EXTENDING 2' BEYOND THE SELF AMALGAMATING TAPE. 2. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. 3. JMA-WPS SERIES ENCLOSURE. 4. BUM AND TAPE, 1 COMPLETE WRAP OF 3/4" PRE -TAPE, BUM WRAPPED IN HALF INCH LAP LAYERS, ENDED WITH SHINGLED DOWNWARD 3 WRAPS OF 2' TAPE, 3 WRAPS OF 3/4" TAPE SHINGLED DOWNWARD, FREE OF WRINKLES, BUCKLES AND FLAGGING. 5. OPEN FUIME OH JOB SITE fS .NIL ADi P,E ?ABLE C. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE CONSTRUCTION DRAWINGS. naFR CABLE INSTALLATION: A THE CONTRACTOR SHALL ROUTE, TEST AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAT THE MANUFACTURER'S SPECIFICATIONS FOR BENDING RADII. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND INSTALLATION. 1. FASTENING MAIN FIBER CABLES: D, LATTICE AND GUYED TOWERS: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX LADDER AT 4'-0' OC USING NON-MAGNETIC STAINLESS STEEL CUPS. HOISTING GRIPS SHOULD BE INSTALLED AT MID -POINT IF CABLE RUN EXCEEDS 200' AS WELL AS TOP SIDE. b. MONOPOLE: ALL CABLES SHALL BE PERMANENTLY SUPPORTED WITH HOISTING GRIPS AT INTERVALS OF NO MORE THAN 200' (ONE HOISTING GRIP PER COAX). 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA). WITHIN THE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES. a. FIBER: SUPPORT FIBER BUNDLES USING 1/2" VELCRO STRAPS OF THE REQUIRED LENGTH AT 18" O.C. STRAPS SHALL BE W, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL 3. FASTENING OR SECURING JUMPERS SHOULD CONSIST OF STAINLESS STEEL CLIPS, 18' FROM REAR OF CONNECTOR AND 24' THEREAFTER AND AT NO TIME SHALL THEY CONTACT TOWER OR STRUCTURAL STEEL 4. CABLE INSTALLATION: D. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE. NOTIFY THE CONSTRUCTION MANAGER. b. CABLE ROUTING CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUT ED IN THE CABLE ENVELOPE AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. C. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM BEND RADIUS. 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED ON DRAWINGS. 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 REV 5. 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED ALPHA -NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. WrRiHER1�F�yrIJJ;�F%TERICR Cr1`Y_ 10,7z .AND HYB?Qy:Sjjl E GROU!ID KIT;: A ALL FIBER AND COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. 1. SELF -AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF SELF AMALGAMATING TAPE 2' BEYOND CONNECTOR. APPLY A SECOND WRAP OF SELF -AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2" WIDE ELECTRICAL TAPE EXTENDING 2" BEYOND THE SELF AMALGAMATING TAPE. 2. 3M SUM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED 3. JMA-WPS SERIES ENCLOSURE. 4. BUM AND TAPE, 1 COMPLETE WRAP OF 3/4' PRE -TAPE, BUM WRAPPED IN HALF INCH LAP LAYERS, ENDED WITH SHINGLED DOWNWARD 3 WRAPS OF 2" TAPE, 3 WRAPS OF 3/4" TAPE SHINGLED DOWNWARD, FREE OF WRINKLES, BUCKLES AND FLAGGING. 5. OPEN FLAME ON JOB SH IS bo ACCEPTABLE SUMMARY: A THIS SECTION SPECTRES MMBS CABINETS, POWER CABINETS. AND INTERNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO RECTIFIERS, POWER DISTRI VMK UNITS. BASE BMNO UNITS. SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OM). B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRED BY THE APPLICABLE INSTALLATION MOPS. C. COMPLY WITH MANUFACTURER'S INSTALLATION AND START-UP REQUIREMENTS DC CIRCUIT BREAKER LABELING: A. LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. sEcsroN 2s IGo - Bxs:c ELECTRICAi REI]f%REMEHIS SLIIMMAB'L: THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. DUAL ITY ASSURANCE: A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND LISTING ARE AVAILABLE IN THE INDUSTRY. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE FOR THIS PROJECT. C. • ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW. OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS. SUPPORTING DEVICES, A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS. PROVIDE PRODUCTS BY THE FOLLOWING: 1. AWED TUBE AND CONDUIT. 2. B-LINE SYSTEM. 3. UNISTRUT DIVERSIFIED PRODUCTS. 4. THOMAS do BUTS B. FASTENERS: TYPES, MATERIALS AND CONSTRUCTION FEATURES AS FOLLOWS: 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. 2. POWER-DRNEN THREADED STUDS: HEAT -TREATED STEEL. DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE. 3. FASTEN BY MEANS OF WOOD SCREWS IN WOOD. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING -TENSION CLAMPS ON STEEL 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL STRUCTURES. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. SUPPORTING DEVICES: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH NEC. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES C. UNLESS OTHERWISE INDICATED ON THE ORAWINGS. FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: 1. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE PROOF TEST LOAD. 2, USE VIBRATION AND SHOCK -RESISTANT FASTNERS FOR ATTACHMENTS TO CONCRETE SLABS. ELECTRICAL AL 10 NTIFICATION: A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. SECTION 25 DM -. F .TRI MAFERws AND EQUIPMENT CONDUIT: A RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE GROUND ANTI IN UNFINISHED INTERIOR LOCATIONS AND FOR UNDERGROUND RUNS. RIGID CONDUIT AND FITTINGS SIRALL BE STEEL COATED WITH ZINC EXTEN60R AMC INTERIOR BY THE HOT DIP GALVANIZING PROCESS CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION wW-c-561 AND SHALL BE USTEo WITH THE UNOERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT HE ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND, B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYANYLCHLORIDE (PVC) SUITABLE FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS CONDUIT SHALL BE CARBON ELECTRICAL PRODUCTS OR APPROVED EQUAL_ C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWEEP RADIUS ELBOWS. 0. ALL UNDERGROUND CONDUIT OR CONDUIT IN CONCRETE SHOULD BE PVC, EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS AND CEILINGS, EMT SHALL BE MILD STEEL ELECTRICALLY WEEDED, EUCCTRO-GALVAN12E0 OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATIONS C80.3. FEDERAL SPECIFICATION WW-C-563. AND SHALL BE UL USTEO. EMT SHALL BE MAHUFAOTUREO BY ALLIED, REPUBLIC OR WHEATLAND. OR APPROVED EQUAL FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. E LIQUID T*HTT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR ANAL CONNECTION TO EQUIPMENT FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING THE INTEGRITY QF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET. LFMC SFIALL BE PROTECTED AND SUPPORTED AS REQUIRED BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR UNNERSAL METAL HOSE, OR APPROVED EQUAL F. MINIMUM SIZE CONDUIT SHALL BE 314 INCH (21MM) HUBS AND BOXES: A AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS PR(MM METALLIC THRFNXED HUBS OF THE 512E AND CONFIGURATION REQUIRED HUB SHALL INCLUDE LOCK HUT AND NEOPRENE O-RING SEAL. PROVIDE tMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION B. CABLE TERMINATION FITTINGS FOR CONDUIT 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0-Z/GEDNEY OR EQUAL BY ROXTEC. 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075, OR MADE FOR THE PURPOSE PRODUCTS BY ROXTEC. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY, HEAVY DUTY. WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAS SERIES OR EQUAL D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKET COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURAT10H AND SIZE SUITABLE FOR THE APPLICATION, PROVIDE CROUSE-HINDS FORM 8 OR EQUAL E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE W. CROUSE-HINDS, COOPER, ADALET, APPLETON, O-Z GEDNEY, RACO, OR APPROVED EQUAL SUPPLEMENTAL GROUNDING SYSTEM: A- FURNISH AND INSTALL A SUPPLEMENTAL, GROUNDING SYSTEM TO THE EXTENT PIDICATED ON THE DRAWINGS, SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CUPS WITH RUBBER GROMMET. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE. 54ZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SCUD BARE OR INSULATED CONDUCTORS EXCEPT AS OTHERWISE NOTED. B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY MANUFACTURER: AT GROUND BARS USE TWO -HOLE SPADES WITH NO-OX. C. STOLEN GROUND -BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CONSTRUCTION MANAGER FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. A EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS. RECEPTAC{E5. SWITCHES, DEVICES, BOXES, AND OTHER EOUAND WAD THE WAU_ CEILM. OR FLOOR SD THAT THEY PROJECT REMOVED ARE CONCEALED AND SAFE. WALL. CEILINOR G. ARt NOT 70 BE UTILIZED IN T14E DE-ENERGIZED NDWAD ININ FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION, A CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE. MAINTAIN CLOSE PRDXINY i0 THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE WIDE WITH CONDUIT OUTLET BDMCS. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL ANO CEILM ONES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS- ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE. PLASTER OR DIRT FROM ENTER1% CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE EARL E IRON BUSHING ON INSIDE AND GAWAIiZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. • GC IS RESPONSIBLE FOR HIRING ALL 3RD PARTY SPECIAL INSPECTIONS AS REQUIRED PER MUNICIPALITY • GC IS RESPONSIBLE FOR VERIFYING ALL FIELD MEASUREMENTS PRIOR TO STARTING CONSTRUCTION • DO NOT OPEN RRU PACKAGES IN THE RAIN NO OPEN FLAME ON SITE • GC TO ENSURE HYBRIDS ARE SUPPORTED EVERY 3'-0" ON HORIZONTAL AND 4'-0' ON VERTICAL RUNS Sprint 10590 W. OCEAN AIR DR., SUITE 300 SAN DIEGO, CA 92130 -,� - _"CROWN CASTLE Fi[yi XV ST1 AKE AVENUE NORTH. SUTTCs800 SEATTLE, WA 98109 SPRINT SITE NUMBER: SE03XC104 BU #: 880306 I5AND18 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 EXISTING 150'-0" SELF SUPPORT TOWER ISSUED FOR JR.EVI DATE DRWN DESCRIPTION 0FS./QA A 06/07/17 IAS PRELMLNARY I LAM 0 06/20/17 JAS CONSTRU(TIQN AJF "�I.PII 'S w�yk4�. . c Y fxs+tiv.4L4"uA}V 6/21/2017 1 4:44:13 AM EDT A,d---J,-pl, F-111n, III, P.E PmTcxrnnd DnpMc a li-1 52421 C._C do US.ti_Ine. F... Ag0a.- H2271 TF IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A 1.10ENSFD PROFESSIONAL ENGINEER, 'R1 A1-TM- IML5IXKA:AIL%_r- SHEET NUAYIBER: v1slo T-3 0 J D-: D-S D—a STRUCTURE W APPufTlEnuelc£ STRUCTURE W APPURTENANCE 151MO - } O_O Spri nt FIEICHT OF STRUCTURE HE7[ViT OF STRUCTURE 150 -+r, .. E%15TINC SPRINT RAO LEV CEMER E ELEV, , '� r 147 -0 NEW SPRINT RAO C147ENTER 10590 W. OCEAN AIR DR., SUITE 300 ELEs - SAN DIEGO, CA 92130 (E) SPRINT EQUIPMENT NEW SPRINT EQUIPMENT TO BE REMOVED (3) ANTENNAS (3) ANTENNAS (6) RRHs MOUNTED TO EXISTING MOUNTS + Q[^)��1�/r (E) SPRINT EQUIPMENT 1'I (E) SPRINT EQUIPMENT J C + s *� TO REMAIN ni TO REMAIN (3) ANTENNAS (3) ANTENNAS c CASTLE (6) RRHs 'I (6) RRHs MOUNTED TO EXISTING MO MOUNTED TO EXISTING MOUNTS III UNTS,505VVESTLAKr- AVENUC!L'ORTFi,SUITr.90(I E]:ISTlNC RAO CENTER jj {j j EXISTING ROD CENTER SEATTLE, WA 98109 EXISTNG RAD CENTER ,{fll`�,_Jlll)`'f,,,Jl` MSENO RAfl CENTER 1 -0 ELEV. 124 -0 - y�V SPRINT SITE NUMBER: T 04�5p4SE03XC104 EXISTING RAD CENTER EC£V. — 3 —0 EXISr1NG MCL I` �I SPRINT EQUIPMENT INSTALLER NOTE: SPRINT EQUIPMENT DIRECT TOWER MOUNTED EQUIPMENT MUST ANTENNA CL: 147'-0" NOT TRAP OR INTERFERE W/ CLIMBING ANTENNA CL: 147'-0' MOUNT CU 147'-0" PEGS/STEPS AND SAFETY CLIMB. MOUNT CL: 147'-0" j E70511NG MCL • 62 —0 rASTING RAD CETfTER _ EXISTING MCL L - 79 0 w6iw NTED EQUIPMENT MUSTFERE W/ CUMBINGAFETY COMB. MUSANO MCL NEW SPRINT FEEDUNES (E) 150'-0" SELF SUPPORT TOWER (E) 150'-0- SELF SUPPORF TOWER (13) SAMSUNG TELECOMMUNICATIONS — TYPE 2 (1-7/16") (ROUTED PER STRUCTURAL ANALYSIS) T EXISTING ELEVATION SCALE: NOT TO SCAT E EXISTING SPRINT GPS ANTENNA ELEV. 7 -O (E) SPRINT FEEALINES (3) SAMSUNG TELECOMMUNICATIONS — TYPE 2 (1-7/16") (1) ANDREW — LDF4-50A (1/2'1 (ROUTED PER STRUCTURAL ANALYSIS) FINAL ELEVATION SCALE: NOT TO SCALE TOfi5TING SPRINT GPS_RN1EN:4A $ ELEV. 37 -0 (E) SPRINT FEEDUNES (3) SAMSUNG TELECOMMUNICATIONS - TYPE 2 (1-7/16') (1) ANDREW -- 1.04-50A (1/2 ) (ROUTED PER STRUCTURAL ANALYSIS) BU #: 880306 I5AND18 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 EXISTING 150'-0" SELF SUPPORT TOWER ISSUED FOR: DATE DRWN DESCRIPTION DES./Q. 06/07/17 IAS IMI PRELNARY LAIR rAREV 06/20/17 lAS CONSTRUCTION AJF ' IrTkfl11'1,Y �'�ICWhL F'�'Tv 6/21/2017 1 9:4Ar13 AM EDT And— JosTh F-d—i 111. PE Professional Engineer license: 52421 Crown C de USA, Inc Finn Re0—i.n 42271 1T IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, SHEET NUMBER: I5I� -2 'c D—SIDn6;-%➢ (E) SPRINT RRH TO REMAIN SAMSUNG TELECOMM — RRH—P4 (3 TOTAL, 1 PER SECTOR) (E) SPRINT ANTENNA TO BE REMOVED RFS/CELWAVE — APXVRRI3—C—A20 (2 TOTAL, 1 PER ALPHA AND GAMMA SECTORS) (E) SPRINT SPUTTER TO REMAIN — SAMSUNG TELECOMMUNICATIONS — FIBER OPTIC JUNCTION CYLINDER (3 TOTAL, 1 PER SECTOR) (E) SPRINT RRH TO REMAIN 1 SAMSUNG TELECOMM — 2.5GHz RRH—V3 (3 TOTAL, 1 PER SECTOR) (E) SPRINT ANTENNA---___�� TO BE REMOVED ANDREW — HBXX-9014DS—A2M B2 (1 TOTAL) (BETA) 200' AZIMUTH EXISTING ANTENNA LAYOUT SCALE: NOT TO SCALE (E) 150'-0- SELF SUPPORT TOWER L aoo oo0oaoo oo❑❑ KMW COMMUNICATIONS — ETCR-6541-121-16 WEIGHT (WITHOUT MOUNTING HARDWARE): 79.4 LBS SIZE (HxWxD): 72.Ox21.Ox6.3 IN. RATED WIND VELOCITY.' 150.0 MPH 3 KMW COMMUNICATIONS — ETCR-654L12H6 SCALE: NOT TO SCALE (E) SPRINT ANTENNA TO REMAIN KMW COMMUNICATIONS — EF—X—WM-18-65-8P (3 TOTAL, 1 PER SECTOR) (ALPHA) 78' AZIMUTH (E) SPRINT SPUTTER TO REMAIN SAMSUNG TELECOMMUNICATIONS — POWER JUNCTION CYLINDER (3 TOTAL, 1 PER SECTOR) (E) SPRINT RRH SAMSUNG TELECOMM — RRH—P4 J (3 TOTAL, 1 PER SECTOR) f I NEW SPRINT ANTENNA KMW COMMUNICATIONS — ETCR-6541-121-16 (3 TOTAL, 1 PER SECTOR) (GAMMA) 300' AZIMUTH (AMA) 31Y AZIMUTH Cl (E) SPRINT SPLRTER SAMSUNG TELECOMMUNICATIONS — FIBER OPTIC JUNCTION CYLINDER (3 TOTAL, 1 PER SECTOR) (E) SPRINT RRH SAMSUNG TELECOMM — 2.5GHz RRH—V3 (3 TOTAL, 1 PER SECTOR) NEW SPRINT RRH SAMSUNG TELECOMMUNICATIONS — 80OMHZ RRH (BETA) (6 TOTAL, 2 PER SECTOR) 20V AZIMUTH KMQ CABLE LEGEND O 1/2" RF JUMPERS (2)ETHERNET/FIBER © RET / INSTALLER NOTE: REPLACE IXISTING PIPE MOUNTS WITH NEW 2-1/2' STD (2-7/8' O.D.) GALV. SCH 40 PIPE AS REO'D. (E) 150'-0" SELF SUPPORT TOWER (E) SPRINT ANTENNA KMW COMMUNICATIONS — ET—X—WM-18-65-8P (3 TOTAL, 1 PER SECTOR) Al 78' AZIMUTH _ (E) SPRINT SPUTTER SAMSUNG TELECOMMUNICATIONS — POWER JUNCTION CYLINDER (3 TOTAL, 1 PER SECTOR) Bl (BETA) 185' AZIMUTH FINAL ANTENNA LAYOUT SCALE: NOT TO SGALE 3"0 STD. ANTENNA MOL PIPE TO BE WITH TOP OF AN KMW COMMUNICATIONS — ETCR-6541121-16 (E) 1c MHz F 4 ANTENNA SCHEMATIC SCALE: NOT TO SCALE 2500 MHz RRH NEW 800 MHz RRH FEEDUNES Sprint 10590 W. OCEAN AIR DR., SUITE 300 SAN DIEGO, CA 92130 CROWN � CASTLE E AKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 SPRINT SITE NUMBER: SE03XC104 BU #: 880306 I5AND18 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 EXISTING 150'-0" SELF SUPPORT TOWER ISSUED FOR: 1 REV DATE I DRWN DESCRIPTION I DES./Q A 16/07/17 IAS PRELIMINARY LMR 0 06/20/17 JAS CONSTRUCTION AJF yG �fCrkixes•t'J. �- 6/21/2017 1 9:44:13 AM EDT (E) TOWER LEG jo.,Ph F,ndoni III, P E IEW 800 innLicense. 52421 JHz RRH USA, Inc FnRgg—don M2271 LIINLE-SST-H.Y ION OF LAW FOR ANY PERSON, ACTING UNDERT14E DIRECTION D PROFESSIONAL ENGINEER.ER T>US C-3 RIsto Docu: DvvT�gft d, � Mi 6416DHO 9Mr,41 MB00V 80ZF20ANIW REV. 0 7/25/16 SPRINT CONSTRUCTION SPECIFICATIONS MINI -MACRO CELL SITES 1) BASIC REQUIREMENTS a) MEET ALL REQUIREMENTS OF JURISDICTIONS. b) IF EQUIPMENT FURNISHED BY THE COMPANY DOES NOT MATCH THE EQUIPMENT LISTED ON THE RFDS AND SHOWN ON THE PERMITTING DRAWINGS, RESOLVE DISCREPANCY THROUGH INSTALLER'S CONSTRUCTION MANAGER AND COMPANY'S POINT OF CONTACT c) CABLE INSTALLATIONS i) ALL CABLES MUST BE OUTDOOR RATED AND HAVE UV RESISTANT OUTER JACKETS ii) CABLE BENDS MUST NOT EXCEED MANUFACTURER'S ALLOWABLE CABLE BEND RADII iii) AT RADIOS INSTALL SERVICE LOOPS FOR POWER, FIBER, AND ETHERNET SECURED AT LEAST TWICE 180' TO THE STRUCTURE W) SPARE FIBERS MUST BE ENCASED IN A LOW PROFILE WEATHERTIGHT ASSEMBLY d) FIBERS MUST BE FIELD —TERMINATED WITH LC TYPE CONNECTORS e) CONDUITS IN EARTH: PROVIDE PVC. CONDUITS EXPOSED IN FACILITIES: PROVIDE RGS. HAND DIG TRENCHES IN COMPOUNDS f) SECURE AND SUPPORT CONDUITS AND CABLES ON NO MORE THAN 48' INTERVALS g) ON TOWER SITES RGS CONDUITS MAY BE SURFACE MOUNTED AWAY FROM WALKWAYS AND ACCESS/EGRESS PATHS. IF INSTALLATIONS IN WALKWAYS AND ACCESS/EGRESS PATHS CANNOT BE AVOIDED, IDENTIFY THE CONDUIT ENVELOPE/TRIP HAZARD BY ALTERNATING YELLOW AND BLACK STRIPES PAINTED ON CONCRETE AND CONDUIT. 2) SPRINT — FURNISHED EQUIPMENT a) INSTALL THE FOLLOWING EQUIPMENT AT LOCATIONS AND AZIMUTHS SHOWN ON THE CONSTRUCTION DRAWINGS. L) PANEL ANTENNAS F) RADIOS iii) GPS ANTENNAS iv) FILTERS V) 120 VOLT DIN —RAIL CIRCUIT BREAKER ASSEMBLY 3) TOWER INSTALLATIONS .)MEET ALL REQUIREMENTS OF THE TOWER OWNER b) INSTALL CORRUGATED FLEXIBLE CONDUIT UP THE TOWER TO COMPANY'S RAD CENTER c) PROVIDE HANGING GRIPS OR CONDUIT CLAMPS AND ENSURE CONDUITS AS WELL AS INNER CABLES ARE SUPPORTED d) CONDUIT RISERS: AT THE TOP OF THE TOWER TURN CONDUIT DOWN AND PROVIDE CABLE TERMINATION FITTINGS. EXTEND CABLES TO RADIOS EXPOSED AND SECURED TO THE STRUCTURE, AT CONDUIT EXIT FROM TOWER, PROVIDE DRIP LOOPS AND WEEP HOLES. e) AT THE ICE BRIDGE RUN CABLES IN RGS CONDUIT. UTILIZE CONDULETS TO MAKE COMPACT 90 DEGREE TURNS 4) AC POWER TIE—IN a) INSTALL SPRINT'S 120 VOLT DIN —RAIL CIRCUIT BREAKER ASSEMBLY IN THE EXISTING POWER PROTECTION CABINET TELCO SECTION b) INSTALL A 20 AMPERE MOLDED CASE CIRCUIT BREAKER IN AVAILABLE SPACE IN THE ADJACENT PPC POWER SECTION LOAD CENTER 5) GROUNDING a) 120 VOLT CIRCUITS: POWER CABLES MUST BE 3—WIRE WITH EQUIPMENT GROUNDING CONDUCTOR b) SUPPLEMENTAL GROUNDING: ALL GROUNDING HARDWARE MUST BE UL STAMPED AS SUITABLE FOR GROUNDING HARDWARE c) RADIOS: BOND RADIO TO THE TOWER TOP OR SECTOR GROUND BAR WITH #6 BARE TINNED COPPER WIRE (GREEN INSULATED ON ROOFTOPS) d) DIN —RAIL CIRCUIT BREAKER ASSEMBLY: BOND SURGE ARRESTOR TO PPC TELCO BOARD GROUND BAR 6) MINOR MATERIALS a) CONDUIT i) RIGID GALVANIZED STEEL CONDUIT (RGS): UL LISTED, COMPLIANT WITH ANSI STANDARD C80, HOT —DIP GALVANIZED, WITH THREADED FITTINGS. MANUFACTURERS: AWED, REPUBLIC, WHEATLAND, OR EQUAL "n)CORRUGATED FLEXIBLE CONDUIT: DURALINE OR EQUAL iii) LIQUID —TIGHT FLEXIBLEMETALLIC CONDUIT (LFMC): UL LABLED, UC RESISTANT, FLAME RETARDANT PVC JACKET, HOT —DIP GALVANIZED, GREY. MANUFACTURERS: AFC, ANACONDA, SOUTHWIRE, OR EQUAL. iv) PVC CONDUIT: SCHEDULE 40. CARLON OR EQUAL N) CABINET HUBS AND CABLE TERMINATION FITTINGS: OZ GEDNEY OR ROXTEC b) COAXIAL CABLE JUMPERS: I' LDF-4 MANUFACTURERS: COMMSCOPE, RFS OR FCT. c)FASTENERS AND HARDWARE i) TO SECURE RACEWAYS, UTILIZE NON CORRODING NON —MAGNETS METALLIC FASTENERS AND HARDWARE SUITABLE FOR THE PURPOSE d) POWER CABLES — 3/C #12 SOOW BY SOUTHWIRE OR EQUAL e) ETHERNET CABLES AND CONNECTORS: OUTDOOR RATED, CAT 5E. BELDEN OR EQUAL f) FIBER CABLES: CORNING "FREEDOM FAN OUT' OUTDOOR RISER CABLE, 4F, SINGLE MODE, OR EQUAL g) RF TRANSPARENT PAINT FOR ANTENNA CONCEALMENT: SELECT NO/LOW CARBON PAINTS, WITH NO/LOW TITANIUM DIOXIDE, AND WITHOUT SUSPENDED METAL PARTICLES (ALUMINUM, ZINC, COPPER, ETC) 7) COLOR CODING a) COLOR CODE CABLES AND CONDUITS AS REQUIRED BY SPRINT STANDARD TS-0200 B) TESTING AND CONSTRUCTION COMPLETE a) SWEEP ALL COAXIAL CABLES ACCORDING TO SPRINT STANDARD TS-0200 b) PANEL ANTENNA ALIGNMENT — USING ELECTRONIC ALIGNMENT TOOL AZIMUTH/DOWNTILT +/— 1 DEGREE c) LEAVE EQUIPMENT DE —ENERGIZED UNTIL INSTRUCTED BY THE COMMISSIONING AND INTEGRATION TEAM TO ENERGIZE d) OTHER REQUIREMENTS AND DELNERABLES MAY BE REQUIRED BEFORE THE CONSTRUCTION COMPLETE MILESTONE CAN BE ACTUALIZED IN SITERRA (SPRINT'S DATABASE —OF —RECORD). 7L] SAMSUNG TELECOMMUNICATIONS — 800MHz RRH WEIGHT: 59.5 LBS. SIZE (HxWxD): 1&Ox11.Oxl5.4 IN. 0S.AMSUNG TELECOMMUNICATIONS - 800MHz RRH ALE: NOT TO SCALE Sprint , 10590 W. OCEAN AIR DR, SUITE M ) SAN DIEGO, CA 92130 CROWN .w,.r CASTLE 1505 \`t ESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 SPRINT SITE NUMBER: SE03XC104 BU #: 880306 I5AND18 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 EXISTING 150'-0" SELF SUPPORT TOWER ISSUED FOR: REV I DATE DR\%N DESCRIPTION DES./Q A 06/07/17 JAS PRELMNARY L601 0 06/20/17 JAS CONSTRUCTION AjF s "Vk'NIL f��v 6/21/2017 1 9:44:13 AM EDT An&mjTh F-dnzv IU, P.E. Pmf sinful Ef40— Lim— 32421 Cmmn Code USA, Inc F.—R%is dne#2271 IT IS A VIOLATION OF L\\V FOR ANY PERSON, UNLESS THEY ARE ACTING TINDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, SHEET NUMBER 3EVISIp c 5 o J en r<•r "iu. wiaxarauas.+��o-ocwwv�w.w�oo TO ANTENNA COAX TERRABAR GROUND BAR 0 0R00000oo000000000 a 0 0 00000000000000 �j000 0000000000000000@ TWO HOLE LONG BARREL COMPRESSION LUG (TYP) MOTES: 1. DOUBLING UP 'OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL D ANTENNA GROUND BAR DETAIL SCALE: NOT TO SCALE TO TOWER MOUNTED EQUIPMENT (TYP) ANTENNA GROUND BAR I LOCATED AT MCL (BONDED TO TO STEEL) f ANTENNA GROUND BAR -- W/O INSULATORS, BONDED DIRECTLY TO THE BOTTOM WITH OF TOWER WffH STAINLESS STEEL HARDWARE. SEE NOTE 1 TO ANTENNA STANDARD COAX CABLE GROUND KIT (TYP) 6 AWG STRANDED Cu WITH GREEN, 600V THWN INSULATION (OR AS PROVIDED WITH GROUNDING KIT (TYP) COAX CABLE (TYP FOR ALL) 6 AWG 2 HOLE LUG (TYP) MECHANICAL CONNECTION — (TYP) _ 2/0 TINNED SARI - �� �' -- TO BTS EQUIPMENT VIA COPPER WIRE l TRAY OR ICE BRIDGE GR UND RING G OUN3)WIRE 5------�^-- EXOTHERMIC WELD (TYP) NOTES: 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE TOWER SHALL HAVE GROUND KO'S AT THE MIDPOINT. PROVIDE AS REQUIRED. 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWW TO BE MADE TO CROWN CASTLE TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI —OXIDANT COATING. 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. TYPICAL ANTENNA CABLE GROUNDING SCALE: NOT TO SCALE TO ANTENNA COAX TERRABAR GROUND BAR 41 0 0000000000000 0 0 0000000000000 00000000000000000 #2 SOLID TINNED COPPER CONDUCTOR TO TOWER/SHELTER TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR OYP) BOTTOM GROUND BAR ONLY) NOTES, 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). 3. INSTALL GROUND BARS AT 75 FT. INTERVAL MAXIMUM. 4. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. TOWER/SHELTER GROUND BAR DETAIL SCALE: NOT TO SCALE 2—HOLE CRIMP/ COMPRESSION CONNECTOR -NLESS STEEL BOLT ) ANLESS STEEL AT WASHER YP) GROUND BAR I / - STAINLESS STEEL FLAT WASHER STAINLESS STEEL - (TYP) BELLVILLE WASHER STAINLESS STEEL NUT (TYP) (TYP) SINQLE QQNNECTQR AT GRQUNQ -BARS - STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER DRAGON TOOTH WASHER (TYP) STEEL 2—HOLE CRIMP/ STAINLESS STEEL COMPRESSION FLAT WASHER CONNECTOR F (TYP) STAINLESS STEEL NUT STAINLESS STEEL (TYP)BELLVILLE WASHER 0-) SINGLE CONNECTOR AT. STEEL OBJECTS STAINLESS STEEL STAINLESS STEEL SELF —DRILLING FLAT WASHER METAL SCREW ' (TYP) (TYP) ' r 2—HOLE CRIMP/ COMPRESSION CONNECTOR DRAGON TOOTH METALLIC OBJECT WASHER (TYP) SINCONNECTOR AT MUALLIC/STEEL 08JECTS 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: NOT TO SCALE 8" PVC PLUG 8" FVC PLUG CPLG. (THRD.) T/FlNISH GRADE a - SUBGRADE 0 #2 SOLID (TEST LOOP) z - NOTCH SIDES OF 8' PVC SCH 40 PIPE 2 TO ALLOW EXIT/ENTRANCE OF o EXOTHERMIC WELD — GROUND RING WIRE N I I —I 11—I I t7`:- 7s TRENCH BOTTOM 2/0 TINNED CU EXTERNAL CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE NOTES: 5/8' 0 x 10'-0' LONG COPPER CLAD GROUND ROD 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6' BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) 3 INSPECTION WELL DETAIL SCALE: NOT TO SCALE 6" WIDE METALLIC HTEL GRADE WARNING/LOCATOR TAPE AT ^� 12' DEPTH r F z moo=. 0 EXOTHERMIC WELD W L 1 GROUND RING #2 COPPER WIRE SOLID, TINNED FOR CARRIER AND ICE BRIDGE GROUND LOOP GROUND RING 2/0 FOR TOWER GROUND LOOP GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/5 0 x 10'-0' LONG MOTES: 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) GROUND ROD DETAIL SCALE: NOT TO SCALE Sprint 10590 W. OCEAN AIR DR., SUITE 300 SAN DIEGO, CA 92130 CROWN CASTLE 1505 WESTI.AKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 SPRINT SITE NUMBER: SE03XC104 BU #: 880306 I5AND18 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 EXISTING 150'-0" SELF SUPPORT TOWER ISSUED FOR REV DATE I DRWN DFSCIUT n /N IDES-/ A 06/07/17 IAS PRELIMINARY LD@ 0 06/70/17 JAS CONSTRUCTION AJF rr..Y+ —4 , Ya 70YM11.1i� 6/21/2017 1 9:44:15 AM EDT Andre v joscph Fa do=i III, P E Pmfaional Enyjn Lk.-52421 Cs C el, USA, Inc I= Rcomton#2271 PC IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER SHEET NUMBER: SIO G-1 0 D—a 4n ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) WIRE SIZE BURNDY LUG BOLT SIZE Spri N6 AWG GREEN INSULATED YA6C-2iC38 3/6' - 16 NC S 2 BOLT TYPE HS TYPE 2-YA-2 TYPE %A TYPE YA-2 ]�ESxY #2 AWG SOLD TINNED YA3C-2TC30 3/8" - 16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8' - 16 NC S 2 BOLT 10590 W. OCEAN AIR DR., SUITE 300 SAN DIEGO, CA 92130 d2/0 AWG STRANDED YA26-23/6' - 16 NC S 2 BOLT 1 b4/0 AWG STRANDED YA28-2N 1/2' - 16 NC S 2 BOLT %'� D A TYPE W NPE VN TYPE NC TYPE SS TYPE GR BURNDY GROUNDLONG LUG W/ 1, / -HEAT SHRINK C � w V W N (SEE CHART) '•, (CLEAR) CASTLE NUT GROUNDING CC 1 LOCK , �CGROi�GTVR 1 SOS 1W ESTiA1�E TTL , W NORTH,8109 5lSl3Ei Sf10 LOCK WASHER � SEATTLE, WA 98109 TYPE VS TYPE VB TYPE_.PI TYPE GT' 40.-1 NOTE: 1. ERICO EXOTHERMIC 'MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. CADWELD GROUNDING CONNECTIONS SCALE. NOT TO SCALE Ax-f O M F I I CABLE GROUND KT -- N6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 k 2 CABLE CONNECTOR -- NOTES, 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 3 CABLE GROUND KIT CONNECTION SCALE: NOT TO SCALE 3/B-llxl' TAMPER RESISTANT BOLT (NP) INSULATORS SEE NOTE 2. - (TYP) d Vl� WALL BRACKET - 0 0 lira] a ¢ a 0 a o o ° � d d a a - UNIVERSAL COPPER a GROUND BAR (4'x20-) LOCK WASHER --� P/N M10 (TYP) --- TWO -HOLE COMPRESSION LUG NOTES: 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE = TO BE INSTALLED ON CROWN CASTLE TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OILS-STO-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. GROUND BAR DETAIL SCALE: NOT TO S:A_F TO ANTENNAS R) COAX JUMPER (TYP.) CONNECTOR - WEATHERPROOFING KIT (TYP. SEE NOTE 2) ANTENNA CABLE TO EiTS EQUIPMENT (TYP.) GROUND BAR ` BOLT }..(SEE CHART) BURNDY TWO HOLE LUG W/ LONG BARREL (SEE CHART) WE WIRE M BE NO-OX AT BOTH ENDS -STRANDED (GREEN INSULATED) ONLY FOR #6 AWG (SEE CHART) WEATHERPROOFING KIT (TYP) SPRINT SITE NUMBER: SE03XC104 BU #: 880306 I5AND18 1741 S 356TH ST FEDERAL WAY, WASHINGTON 98003 GROUND KIT 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HAROWARE BOLTS, NuiS, LOCK WASKM SHALL 13E STAMM STEEL. ALL EXISTING 150'-0" SELF (TIP) HARDWARE ARE TO BE AS FOLLOWS: BOLT, FIAT WASHERAROUND BAR, GROUND LUG, FLAT WASHER AND NUT. SUPPORT TOWER 16 AWG MECHANICAL LUG CONNECTION 2 ;OFFER ANTENNA SCALE: NOT TO SCALE ;ROUND BAR, WITH NSULATORS. BONDED ARECTLY TO TOP OF JGHT POLE OR UTILITY SOLE N6 AWG MIN. FROM ANTENNA- CAE GROUND KIT - - CABLE '�--. ISSUED FOR: — NOTES. TO GROUND RING 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. 4 GROUND CABLE CONNECTION SCALE: NOT TO SCALE NOTE: MINIMUM OF 3 THREADS TO BE VISIBLE (TYP) 2 HOLE LONG BARREL TINNED SOLD COPPER LUG (TYP) TIN COATED SOLID COPPER BUS BAR CHERRY INSULATOR INSTALLED IF REQUIRED 7 LUG DETAIL SCALE: NOT TO SCALE S/S NUT (TYP) ' S/S SPUT WASHER (TYP) S/S FLAT WASHER (TYP) S/S FLAT WASHER (TYP) S/S BOLT (TYP) GROUND BAR ON SHELTER. ICE — BRIDGE, OR ON ANTENNA TOWER -TWO HOLE LUG. OR EXOTHEWC WELD TO BE USED vfrYH WI2 AWO FARE CONDUCTOR RE TO BUILDING SERVILE GROUND OR GROUND RING 5 GROUNDWIRE INSTALLATION SCALE: NOT TO SCALE #2 TINNED SOLID IN 3/4" LIQUID TIGHT - CONDUIT FROM 24" BELOW GRADE TO WITHIN 3' TO 6" OF CAD -WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. CADWELD (TYP) TIE INTO EXISTING GROUND RING PIPE f g TRANSITION ING GROUND DETAIL SCALE: NOT TO SCALE GROUNDING SHALL BE ELTMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER REV DATE DRWN DESCRIPTION DTS./Q A 06/07/17 JAS PRELIMINARY [AIR 0 06/20/17 ]AS CONSTRUCTION A]F e.aa.r rM1.VAif•-- 6/21/2017 1 9:44:13 AM EDT And— J I& P-ui-v IK. P.F_ Pmfa,i.,w Enop icmteo L52421 Cm C tI' USA, Inc FmI Repj -d.. H2271 TT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 'ro m.TER THIS DIiCLiStE_�T. SHEET NUMBER VISI17 -_2 00)0m m Z rn z cn n `o' o C� C� D 1T1 r" z n 3 Cl) m =1 � c a o CO c: 0 cf CD : 3 O CD o 0 0 IV (D rr (a C. 0 0 0 M a n 7 fl' (D < CD -• (DD -a o c < ?. CD < �* Z c 0 wCL ?, (D (D : r p D� CD c ' o' CD w O n N o Z m o v m CD p (D t,1 o 0 m �. �0 > > > G' O 3 7 .� O -1 c0i O 0CD, `� ���,�, ? (D d �-� (D 0 � m -r v (D =! 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