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Permit D15-0234 - SPRINT - TELECOMMUNICATION MODIFICATION
SPRINT 10400 MARTIN LUTHER KING JR. WAY CANCELLED 03116116 D15-0234 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov Parcel No: 0323049026 DEVELOPMENT PERMIT Permit Number: D15-0234 Address: 10400 MARTIN LUTHER KING JR WAY Issue Date: 1/12/2016 Permit Expires On: 7/10/2016 Project Name: SPRINT Owner: Name: SEBCOINC Address: 4020 E MADISON #320 , SEATTLE, WA, 98112 Contact Person: Name: MARISSA WRIGHT Phone: (425) 497-1646 Address: 8195 166TH AVE STE 100, REDMOND, WA, 98052 Contractor: Name: CANNON CONSTRUCTION INC Phone: (253) 922-2787 Address: 406 PORTER WAY, MILTON, WA, 98354 License No: CANNOC1873CL Expiration Date: 2/13/2017 Lender: Name: SPRINT Address: 10400 MARTIN LUTHER KING JR WAY, TUKWILA, WA, 98118 DESCRIPTION OF WORK: MODIFY EXISTING UNMANNED TELECOMMUNICATION. REMOVE 3 PANEL ANTENNAS, INSTALL 3 PANEL ANTENNAS, REMOVE 1 EQUPMENT CABINET, INSTALL 1 BBU CABINET, REMOVE ALL EXISTING SPRINT ANTENNA COAXIAL CABLES, INSTALL 3 HYBRID FIBER OPTIC CABLES USING EXISTING COAX ROUTED, INSTALL 3 RRU-S. Project Valuation: $20,000.00 Fees Collected: $824.42 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature:��p���_�� Me—'�i Date: Print Name: MCA-V- � SSC t.o rr Ghj- This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httl2://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: _ use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 0-323049026 Site Address: 10400 Martin Luther King Jr. Way, Tukwila Suite Number: Floor: Tenant Name: Sprint New Tenant: ❑..... Yes [—]..No PROPERTY OWNER Name: SEBCO INC Address: 4020 E MADISON #320 City: SEATTLE State: WA Zip: 98112 CONTACT PERSON — person receiving all project communication Name: MARISSA WRIGHT Address: 8195 166TH AVE NE STE.100 City: REDMOND State: WA Zip: 98052 Phone: (425) 497-1646 Fax: (425) 861-9393 Email: MWRIGHT@CAPSTONEEMAIL.COM GENERAL CONTRACTOR INFORMATION Company Name: CANNON CONSTRUCTION INC Address: 406 PORTER WAY City: MILTON State: WA Zip: 98354 Phone: (253) 922-2787 Fax: (253) 922-3245 Contr Reg No.: CANNOC1873CL Exp Date: 02/13/2017 Tukwila Business License No.: BUS-0993904 ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: SMARTLINK LLC Engineer Name: VLAD DIACONU Address: 14432 SE EASTGATE WAY STE.260 City: BELLEVUE State: WA Zip: 98007 Phone: (425) 274-4444 Fax: Email: VLAD.DIACONU@SMARTLINKLLC.COM LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: SPRINT Address: City: State: Zip: H: ApplicationsWonnis-Applications On Line\2011 ApplicationsTemit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Pagel of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Mod( wsS Vx) t'YlMt\J_lJ CcXWY1tQ 11(Cc �17 V tvQ 1 t Vj v� � y� c>`t��c�. 606_Y� Cam l �hS aa0 3 1k jh'nd"1 O P� C CQJ AQ S u,&u2c) S C 0a)c rb kAe arl 5 , Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2"d Floor 3 Id Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes ©....... No If "yes", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: El ....... Sprinklers El ....... Automatic Fire Alarm .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ❑ .......No If "yes, attach list of materials and storage locations on a separate 8-112 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applimtions\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-I l.doac Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNTkR OR Signature: Date: 09/09/2015 Print Name: MARISSA WRIGHT Day Telephone: (425) 497-1646 Mailing Address: 8195 166TH AVE NE SUITE 100 REDMOND WA 98052 City State Zip HAApplicationsTorms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1l.docx Revised: August 2011 Page 4 of 4 bh Date Paid: Thursday, September 10, 2015 Paid By: JASON MCEVENS Pay Method: CREDIT CARD 010868 Printed: Thursday, September 10, 2015 9:46 AM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $510.92 D15-0234 Address: 10400 MARTIN LUTHER KING JR WAY Apn: 0323049026 $510.92 DEVELOPMENT $486.80 PERMIT FEE R000.322.100.00.00 0.00 $482.30 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.12 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7292 R000.322.900.04.00 0.00 $24.12 $510.92 Date Paid: Tuesday, January 12, 2016 Paid By: MARISSA WRIGHT Pay Method: CREDIT CARD 012360 Printed: Tuesday, January 12, 2016 12:14 PM 1 of 1 INSPECTION RECORD. Retain a copy with permit 1 0)5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Insp8t[011: , ' Address: /at/too Date a r Av Special Instructions: 5ate Wa`Wte"d:- a. ril- p.m. Requester: t Phone No: F1Approved per applicable codes. 1-1 Corrections required prior to approval. I I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Hello Jerry Height, 03/16/16 I would like to cancel building permit D15-0234. I was advised by the contractor who hired me to cancel it and not move forward with it. Thanks, Marissa Wright Capstone Solutions, Inc. 425-497-1646 mwright@capstoneemail.com RECEIVED CITY OF TUIWILA MAR 16- 2016 PERMIT CENTER City of Tukwila Department of Community Development September 18, 2015 MARISSA WRIGHT 8195 166TH AVE STE 100 REDMOND, WA 98052 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0234 SPRINT - 10400 MARTIN LUTHER KING JR WAY Dear MARISSA WRIGHT, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: VALERIE LONNEMAN at (206)433-7140 if you have questions regarding these comments. • 1) Please provide documentation of a Sprint Business License at this address. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3665. Sincerely, Bill Rambo2 Permit Technician File No. D15-0234 4ann ( ------ D.... 1.... ...4 Q-7- 41nn - 7-1 .,:1 la1 l: nQ1PQ - DL.,,-- 1/14 A21 247n - L'-- 7 )A 421 2AA1Z COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0234 DATE: 10/19/15 PROJECT NAME: SPRINT SITE ADDRESS: 10400 MARTIN LUTHER KING JR WAY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: V L- � to-)-q-T Fire Prevention ❑ Planning Division 1 Structural ❑ Permit Coordinator ❑ DATE: 10/20/15 Structural Review Required ❑ DATE: DUE DATE: 11/17/15 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0234 DATE: 09/16/15 PROJECT NAME: SPRINT SITE ADDRESS: 10400 MARTIN LUTHER KING A WAY X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: AT AIN C Building Division jj -IS' Public or s PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued AtA Ali+ R-1715- Fire Prevention a Structural ❑ VL- Corr1Z Planning Division Permit Coordinator ❑ DATE: 09/17/15 Structural Review Required ❑ DATE: DUE DATE: 10/15/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only G� CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O Iq i K Plan ChecldPermit Number:D 15-0234 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: SPRINT Project Address: 10400 MARTIN LUTHER KING JR_ WAY Contact Person: Phone Number: Summary of Revision: BUSINESS LICENSE ATTACHED RECEIVED CITY OF T`JKWILA OCT 19 2015 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: `t" Entered in TRAKiT on 0' � � 10 W:\Permit Center\Templates\Forms\Revision Submittal Porm.doc Revised: August 2015 CANNON CONSTRUCTION INC Page 1 of 3 Hone Inicio en ispanol Contact Safety Washington State Department of Labor & Industries CANNON CONSTRUCTION INC Owner or tradesperson Principals CANNON, MICHAEL DEAN, PRESIDENT MOLOZNIK, DARRIN R, SECRETARY NICHOLS, JOHN L (End: 01 /01 /1980) STIRRAT, LYNDA LOU, SECRETARY (End: 02/25/2014) WILLIAMS, DAVID S, VICE PRESIDENT (End: 10/18/2011) Doing business as CANNON CONSTRUCTION INC Search L&I A-G Index Help 14y Secure 1: -1 Claims & Insurance Workplace Rights Trades & Licensing 406 PORTER WAY MILTON, WA98354-9638 253-922-2787 PIERCE County WA UBI No. Business type 601 590 363 Corporation Governing persons DAVID S WILLIAMS LYNDA STIRRAT; MICHAEL DEAN CANNON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. ConstrucContrac ................... _ ... _......tion..................................tor..... Active. Meets current requirements. License specialties GENERAL License no. CANNOCIO55CS Effective — expiration 02/10/1995-10/14/2017 Bond ................. Fidelity & Deposit Co of MD $12,000.00 Bond account no. LPM09065200 Received by L&I Effective date 08/22/2014 11/01/2014 Expiration date Until Canceled Bond history Insurance ......................... . National Fire Ins of Hartford $1,000,000.00 Policy no. 2022749113 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601590363&LIC=CANNOCI055CS&SAW= 1/12/2016 Y y UNDERGROUND SERVICE ALERT CALL TOLL FREE: Sll 2 WORKING DAYS BEFORE YOU DIG Sprint ALL WORK AND MATERIALS $HALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDMONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING INTMEBE PUNS IS TOBE CONSTRUCTED TO PERMIT WORK NOT CONFORMNG TO THESE CODES. BULDINODYVELL.ING CODE IBC 2009 (STATE BUILDING CODE, WAC CHAPTER 5140) INC 2009 (SrA IE BUILDING CODE, WAC CHAPTER 5151) STRUCTURAL CODE IBC 2009 (STALE BUILD— CODE, WAC CHAPTER S150) PLUMMWG CODE UPC200S(SIAIE BUILUING CODE, WAC CHI' I ER 515E AMU 5157) MECHANICAL CODE IMC 2000 (STATE BUILDING CODE, WAC CHAPTER 31-62) ELECTRICAL CODE NEC 200E (LAWS, RULES A REG. FOR INSTALLING EL WIRESA EQUIP. (WAC)29BI551 PtKWFESAFETYCODE IFC 2009 (STATE BUILDING CODE, WAC CHAP EN 51-64 ACCESSIBILITY REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HAWYAT1O4. MANDICA PMACCESS REQUIREMENTS ARE NOT REQUIRED INACCORDANCE Wr01 THE 20W BC B AD•4G CODE I CODE BLOCK I SPRINT PROPOSES TO MODIFY AN EXISTING UNMAMMT6ECO&W"ATMP S FALY.ITY • REMOVE (3) EXISTING PANEL ANTEN ASP PER SECTOR) INSTALL (3) NEW PANEL ANTBWASO PER SECTOR) • REMOVE (1) EQUIPMENT CABINET (AFTER TE8TINGRE MOVESECOFDCN*" • INSTALL (1) NEW MASS CABINET • INSTALL (1) NEW BBU CABINET • REMOVE ALL EXUSTING SPRINT ANTENNA COAXIAL GABLES • INSTALL (3) NEW HYBRID FIBER OPTIC CABLES USING EXISTING COAX ROU7E(I PER SECTOR) • INSTALL (3) NEWRRUS (THIS SITE IS DESIGNATED FOR HOT SWAM PROJECT DESCRIPTION i rim • sIr 1 L` I • 11 1 • • • -fit ii I SIGNATURE BLOCK J THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE NETWORK VISION MMBS LAUNCH FILE COPY REVISIONS �!'lit1 CVO.IS` sh_1 he made to the scope McOUE IMF±'; EliNaview ?-n:Iruval is SU eCt to eff= and omiss tp. for approva{ of�1 Ti Building Division, i .::�troVa! rf--;ianstruction documents does not authc _ .. - -'I ryuIre a new plan submittal SE2 XC333 Violation of any adopted code or ardinaflce. Re �. , t IM..a N e tional plan review fees. j� TM r , AREA MAP 10400 MARTIN LUTHER KING d 1VtMf VCU rIGM Copy and conORKMS Is aCMO% TUKWILA, WA 98178 KING COUNTY By: LATITUDE: 47.50880833 / 47Q 30' 31.709" (OMP: 12,� Imo LONGITUDE:-122.2791444 / -122Q 16' 44.92" (2C) A t r AWN i f E� VICINITY MAP F SEA TAC INTERNATIONAL AIRPORT: T • H SOUTH ON DEPARTURES OR 0.4 MI TINUE ONTO AIRPORT EXPRESSWAY 1.3 MI K P RIGHTAT THE FORK ANO MERGE ONTO WA-51S E 1.6 MI THE INTERSTATE 5 N EXIT ON THE LEFT TOWARD SEATTLE 0.0 MI RGE ONTO I5 N 2.5 MI EXIT 157 FOR ML KING WAY OA MI GE ONTO MARTIN LUTHER KING JR WAY S DESTINATION WILL BE ON THE RIGHT 0.4 W go I MARTIN LUTHER KING JR WAY S TTLE, WA98118 DRIVING DIRECTIONS ROOF TOP (TRI-POD TOWER) WEST WASHINGTON MARKET SHEET DESCRIPTION 7.1 TITLE SHEET T.2 GENERAL NOTES 73 GENERAL NOTES 7.4 1 SIGNAGE. NOTES A ABBREVIATIONS A-1 ENLARGED SRE FOAM/ A3 ENLARGED EQUIPMENT PLANS A-$ ENLARGED ANTENNA PLANS (ALL SECTORS) A4 EXISTING AND NEW SOUTH ELEVATIONS A-5 EQUIPMENTOETALS A-0 EQUIPMENT DETAILS A-7 EQUIPMENT DETAILS RAI ANTENNA AND CABLE COLOR COOING DETAILS E-1 ONE -LINE DIAGRAM A POWER PANEL SCHEDULE C-2 ELECTRICALOETALS E3 GROUNDNG A ROUTNOPLANS E4 GROUNDNO RISER DIAGRAM 64 GROUNDING DETAILS SHEETINDEX APPLICANT: GENERAL DYNAMICS ON BEHALF OF SPRM 77'A' STREET NEEDHAM. MA 02494 CONTACT: TBO PHONE*. TED PROPERTY INFORMATION: PROPERTY OWNER: - ADDRESS: CONTACT: PHONE TOWER OWNER: SITE 10: ZONING CLASSIFICATION: LIGHT CONSTRUCTION TYPE: OCCUPANCY: n�,Aethas„c m LT 6eclriCBi CP"Plumbirg V06- as POM C::;� of Tukwila , `I DIV{S11 JURISOICTDN: CRY OF TLKWLA CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY ASSESSOR PARCEL NUMBER (S) 0323D49023 LEASE AREA: 204 60. FT, PROJECT SUMMARY 1.32M,RE WA lYISION BELLEVUE, WA 98007 CONTACT: SMARTLINK, LLC PHONEN: (425)274.4444x14S EMAIL: WAdA800nuG$M8r6hkk.0 STRUCTURAL ENGINEER: SMARTLINK, LLC 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA08007 CONTACT: VLAD DIACOM) PHONE* (425) 2744444 x146 EMAIL: Wad.d8wm0s=r6*k.c0m SITE ACCI. PROJECT MANAGER SMARTLINW LLC 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA 98W7 CONTACT: MICHAEL SLOTEMAKER PHONE •: (206) 214.8854 EMAIL: n*hed.datemskerQsmar&*§c. CONSTRUCTION MANAGER GENERAL DYNAMICS 1000124TH AVE NE, SUITE 200 BELLEVUE, WA98005 CONTACT: ED MARQUEZ PHONE* (426)736-4981 EMAIL: edmM.merw9z109&=II ZONING/PROJECT MANAGER 3MARTLINK, LLC 14432 SE EASTGATE WAY, SUITE 260 BELLEWE, WANW7 CONTACT: ALLISON ZIKE PHONES: (426)2744444X112 EMAIL• oWDn.ZlkeVW8d *Jk— an AAV MANAGER GENERAL DYNAMICS 1000 124TH AVE NE, SUITE 200 BELLEVUE, WA 9B0OM CONTACT: STRVE LEUPOLD PHONE •: (425) 8235782 EMAIL: Steven• VC -WED FOR ST ENGINEER: ODE COMPLIANCE 3TA NETWORK S BELLEVUE AVE NE APPROVED BELLEWE, WA CONTACT: MIKE PHONEII: (425) 20 751 ESL: mks �.e�, 0 3 2015 A:7 V City of Tukwila BUILDING DIVISIOt PROJECT TEAM bl' Sprin�t � ENERAL. DYNAMICS RELESS SERVICES smartlink 14432 Si EASTGATE WAY. SURE 280 BELLEVUE WA 9M74403 TEL:(425) 2744444 FAIL (425) 2144W 04+Ltt tw1l caNSTAucHHaH -HI YD 2 DnA1Y1N0e o1.2au Aw1Aco TN'TRUCTM KSFI vD Q REV. DATE ^ REV9KN RAVM CHCO. DIACO V OF WASyI h � y I . {2110 kJ� �S10NAL 6� EXPIRES - PROJECTINFORA4ATIOM ... V I— D NEXWDRKVISIONMSS ffY OF McQUEE u{{T,WILA SE25XC333 SEP 4 2015 PERMIT CENTER JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: I DATE: SHEET rILE: TITLE SHEET SHEET NU MBEIt REV-- T-1 2 GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPUCAB LE CODES AND ORDINANCES. 2 CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION4 THE SPECIFICATION IB THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING PATH CONSTRUCTION 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WI7H ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT 101HE AFTENTIONI OF IHE ENGINEER PRIOR TO THE COMMENCEME14T OF WOW. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS 4- PLANS ARE NOT TO BE SCA ED- THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INIDICATEOONTHE DRAWINGS. S. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS RECILARED CLEARANCE THEREFORE IT S CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS ANDOR DESIGN INTENT. THE CONTRAC ION SHALL SE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PARTOF THE WORK T. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING AND SOUL RECEIVE N WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMJFNTS. 6. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SQUALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECNMOUES, SEQUENCES AND PROCEDURESAND FOR COORDINATING ALL PORTIONS OF THE 1VORK LNDER CONTRACT, UNLESS OTHERWISE NOTED. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENTAREAS AND BINDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THIS SUPEWE WENT OF BUILDINGS 8 GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORIONG HOURS IN ACCORDANCE WITH THE REQUREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK MATH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12INSTALLALL EOIIPMENTAND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTIONL 14. IN DRILLING HOLES INTO CONCRETE, WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR F84EWTIONIS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC, T MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO. CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE} LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. IS. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES, 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.1- LISTED AND FIRE CODE AP -ROVED MATERIALS I I. KEEP CONfRACTAREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL CRT. DEBRIS. AND RUBBISH. EQUIPMENT NOY SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAR CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION IS. MN " SEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. It. ALL EXISTING INACTIVE SEWER WATER GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED MINOR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WALL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION SMALL BE IN CONFORMANCE WITH JURISDICTIONALOR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AVrHOK ITES. 21. LIGHT SHADED TINES AND NOTES MAY REPRESENT WORK PREVIOUSLY DONE. DARKS AIDED LINES AND NOTES MAY REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SMALL VERIFY E EXISTING CONSTRUCTION S COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22-CONTRACTOR SMALL SECURE ALL NECESSARY PERMITS ANDGR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES, ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND NSIALL ANTYJALL ELECTRICALWORK INDICATED. ANYJALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS ANDANYUALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMSARE ENCWNTERFD BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY CONBTRUCTON LWNGERAS SDONA$ POSSIBLE. AFTER THE DISCOVERY OF THE PROBLEMS. AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK: UNTIL THE *CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN, 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANTUALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDTONS OF ELECTRICAL EQUIP. LIGHT FIXTURES ETC., TRATARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTALOF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FORA COMPLETE AND WORKING SYSTEM. 3. ALL WORT( SHALL BE PERFORMED INACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER 8 TELEPHONE COMPANIES HAVING JURSOCTIONAND SHALL INCLUDE BUT NOT BE LIMITED TO: A UA - UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. N OMA-NATKNAL ELECTRICAL MANUFACTURERS ASSOC. D.OSHA- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC - INTERNATIONAL BUILDING CODE F. NFPA-MAT04AL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE FANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT. AND CONFIRM WITH 'CONSTRUCTION MANAGER ANY SIZES AND LOCATIONS WHEN NEEDED. 5. SORTING SERVICES; CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF ODTT. S. CONTRACTOR SHALL PAYFOR ANYIALL PERMITS, FEES. INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 1. THE TERM 'PROVIDE' USED N CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. S. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANWALL REQUIREMENTS SUCH AS THE:LUG SIZE RESTRICTIONS. CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS CONFIRMATION, ETG ANYfALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION O THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. S. MINIMUM WIRE SIZE SHALL BE N2 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE ALL CONDUCTORS SHALL 8ECOPPER WITH THIVN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WETIDAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS, 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR ACOMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12 ELECTRICAL SYSTEM SHALL RE COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION. SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRCALCONTRACTOR IN A FIRST CLASS N'ORKMANUKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK TO BE FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE It, THE CORRECTION OF ANN DEFECTS SHALL BE COMPLETED WfIHOJT ANY ADDITIONAL CHARGE AND SMALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF TIRE INSTALLATION. WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. 17. ADEQUATE AND REQURED LIABILITY INSURANCE SMALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LASS AND ANYIALL PROPERTY DAMAGE FOR THE DURATION OF WORK 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES COVER PLATES AND DEN ICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL; CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT ANDIOR CABLES INCLL OING EXCAVATION AND BACKFIWNG AND COMPACTION. REFER TO NOTES AND REQUIREMENTS. EXCAVATION. AND BACKFlLLNG. 2C. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF UL- APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER CATALOG INFORMATION OF ANYIALL LIGHTING FIXTURES, SWATCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY AND SHALL BE INCLUDED IN IHE COST FOR WORK AND PERFORMED TO THE $AI ISFACTION OF THE rONSTRUCTION MANAGERUPON FINAL ACCEPTANCE 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL'MRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES. AS REQUIRED BY EXPOSURE TYPE 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTJOXIDE COMPOUND SUCH AS 'NO -OXIDE A" BY DEARSORNE CHEMICAL CO COAT ALLY41RE SURFACES BEFORE CONNECTING EXPOSED COPPER SURFACES. INCLUDING GROUND BARS, SNAIL BE TREATED -NO SUBSTITUTIONS. 26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PM MEETING OR EXCEEDING NEMA TC2. 1830. CONTRACTOR SHALL PLUOAND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS.200 LOS TEST POLYETHYLENE CORD. ALL CONDUIT 064DS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT, COAT ALL THREADS WITH'BRITE ZINCOR `OCLD CAW. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 26. CONDUCTORS: CONTRACTOR SNAIL USE I8%CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, WO VOLT, COLOR COOED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO.8 AWr, USE STRANGED CONDUCTORS FOR WIRE ABOVE NO. BAWD, 29. CONNECTORS FOR POWER CONDUCTORS; CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO,, 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMNAL LUGS FOR NO. 8 AWG AND LARGER, 30. SERVK'E; 24OM20V, SINGLE PHASE 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY, OWNER OR OWNERS AGENT WILL APPLY FOR POWER 31, TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE A9IN REVCEWED FOR DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURS A MINIMUM OF Z DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 17 BELOW DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS CAUTION TAPE TO READ' ELECTRIC OR'CAUTION BURIED TELECOM. 34. ALL BOLTS SMALL BE STAINLESS STEEL ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER ROUTING, COLOR CODING AND ALL APT GOAT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE OWJETER A-4. T141S CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUALA LENGTHIS) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY COIT. 3, ALL COAX CABLES SMALL USE GROUND KITS, MOUNDED AS FOLLOWS A NEAR ANTENNA RAO CENTER ELEVATION. 8. MIDDLE OF TOWER (ND -HEIGHT OF ANTENNA), IF CABLE RUN 13 OVER 2W, C. BOTTOM OF TOWER D. A7 MASTER GROUND SAR T-O' FROM MUSS -SBA CABINET CODE COMPLIANC LIED APPROVED NOV 0 3 2015 �!'-' City of Tukwila BUILDING DIVISII 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR S. ALL CABLES SHALL BE COLOR COOED AS 81TOWN ON SHEET RF•1 AND IN ACCORDANCE WITFI SPRINT SPECIFICATIONS. B. BANDING 8HV.L BE IN ACCORDANCE WITH SHEET A4, RF-1 AND AS FOLLOWS: A MAN LINE COLOR BANDS SHALL BE 7 WIDE. MAINTAIN I' SPACING BETWEEN COLORS. 8. FREQUENCY COLOR BAWDS SHALL BE 2' WIDE WITH NO SPACE BETWEEN COLORS, C. JUMPER COLOR BANDS SHALL BE V WIDE WITH 1' SPACE D, START COLOR BONDS 7 BEYOND WEATHERPROOFING E START SELECTOR COLOR NEXT TO END CONNECTORS 7. FV44L COAXIAL ANTENNA CA3LE SIZES SHALL BE DETERMINED BY GD RF ENGINEER. SEE ANTENNA SCPEDULE SHEET Ay BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY (30. B. SEE CONSTRUCTION MANAGER FORANTENNA SUPPORT ASSEMBLY TYPE. P. ALL COAXIAL CABLE SHALT. HE SECURED TO THE OFSIGNFO SUPPORT STRUCTURE AT DSTANICFS NOT TO EXCEED TOR THE CABLE MAMUFACTURES SPECIFICATIONS, WHICHEVER IS LESS, WITH HARDWARE SPECFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT- 10. PROVIDE AT LEAST V OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING OIAMETER COLOR CODING, AND ALL APPURTENANCES WITH GOAT 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON AA EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GDR. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED ATTOP AND BOTTOM PER SAMSUNG'S MPRNTSI SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED INA MANNER APPROVED BY GOT, CANNOT BE COILED MUST BE SECURED TO 70WER MOUNTS.. S. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SNEER RF-18 N ACCORDANCE WITH SPRINT SPECIFICATIONS. 6, SAWING SHALL BE IN ACCORDANCE WITH SHEET A4, RF1. A MAIN LINE COLOR BANDS SHALL BE 7 WIDE MABTAN I"SPACNG SETWEEN 0. JUMPER COLOR BANDS SHALL BE 1' WIDE WITH I- SPACE C. START COLOR BANDS 7 BEFORE MAIN CABLE END. 7, FINAL HYBRID CABLE SOTS SHALL BE DETERMINED BY GO RF ENGINEER SEE HYBRID CABLE SCHEDULE SHEET RF•1, BASED ON FINALCABLE RUN LENGTHS DETERMINED By GDIT. 8. ALL HYSRID CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES MOTTO EXCEED T HORRONTALLYOR 4' VERTICALLY, OR THE CABLE MANUFACTURERS SPECIFICATIONS, WHICHEVER S LESS. WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLED STRUCTURAL SUPPORT. SITE WORK NOTES 1. 00 NOT EXCAVATEOR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED 2. DO 140T SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECTIENGINEE R AT COMPLETION OF PROJECT. 4, ALL EXISTING UTILITIES. FACILITIES. CONDITIONS, AND THEIR DIMENSIONS SHOWY ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TOTHE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR DULL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES MID METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HOAQONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION ANY DISCREPANCIES OR DOUB IS AS 10 THE INIEHPRETATION OF PLANS SHALL BE IMMEDIATELY REPOTTED TO THE ARCHITECTIENONEER FOR RESMUTION AND INSTRUCTION, AND NO FURTHER WORK SOUL BE PERFORMED UNTIL THE DISCREPANCY S CHECKED AND CORRECTED BY THE ARCHIITECTIEWINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIBMER OWN RISK AND EXPENSE E CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 46 HOURS PRIOR TO START OF CONSTRUCTIOR 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON BTEAND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALLSEADJUSTEDTO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK 8. GRADING OF THE SITE WORK AREA S TO BE SMOOTH ANDOONTINONUS IN SLOPE AND IS TO FEATHER INTO EXISTING CRADESA7 THE GRADING LIMITS. V. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES. ETC., SIWLLBE PROPERLY LAD BACK OR BRACED N ACCORDANCE WITH PROPER OCCUPATIONAL SAFETY AND HEALTH ADM I STRATION (OSHA) REQUIREMENTS. T.MCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 05% OF MAXMUM STANDARD PROCTOR jADES NOT INBWlOIG AND DRVEN'AY IMFROVEMENfAREA TO RAACHIEVED BY FILLING WITH IOVEO CLEAN FILL AND COMPACTED T085160F STANUARO PROCTOR DENSITY. SHALL BE PLACED IN UNIFORM LIFTS. THE LIFT THICIWESS SHOULD NOT EXCEED THAT WHICH CAN ERLY COMPACTED THRCUGMDUTITS ENTIRE DEPTH KITH THE EDUPMENT AVARABLE. LS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE LY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHHCAL ENGINEER. ACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, WEEDS, R ANY OTHER DEPOSITS WEL RERAN. ALL N9ATERAIS CDI.LECTED DURB4CR CLEANING OPERATIONS E DISPOSED OF OFFSTE BY THE GENERAL CONTRACTORES AND SHRUBS WHICH ARE NOT IN DIRECTCONFILICTNTH THE IMPROVEMENTS SHALL BE PROTECTED GENERAL CONTRACTOR. E WORK SHALL BE CAREFIA.IY COOtRDWATFD SY GENERAL CONTRACTOR W71H LOCAL UTLITY COMPANT, ONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. -•1 r `s JLD TIAWILA 14 2015 CENTER FOUNDATION EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO VERTICAL 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOUS, AND WITHOUT THE PRESENCE OF POUNDING WATER DEWATERNG FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REDUIRFA. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 83%Of THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR IKE SOL IN ACCORDANCE WITH ASTM 01567, 3. CONCRETE FOUNDATIONS SMALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. F INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH. THE UNSATISFACTORY SOL SHALL BE EKCAVAIFO TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR IMTERAL OR THE EXCAVATION SHALL BE FLIED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABLIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SU84ME MATERIAL. IFUSED. SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH. DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL OR SOFT SHALE FREE FROM CLODS OR LARGE STONES OVER 2 L'7 MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. S. ALL FILL MATERIALS AND FOUNDATION BACK FILL SMALL BE PLACED MAXIMUM T THICK LIFTS SEFORE COMPACTION. EACH UFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OFTHE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL, IN ACCORDANCE WITH ASTM 01567. 6. NEWLY RACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 MRS PRIOR TO BACK FLING 7. FINISHED CRADING SMALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER THE FINAL. (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY N ALL DIRECTIONS FROM THE CENTER FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4I404ES ABOVE FINAL FINISH GRADE ELEVATION. PROVIDE SURFACE ALL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. S. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SIYLLL BE COVERED WITH GEOTEXTLE FABRIC TYPE TYPAR-WI AS MANUFACTURED BY %%INSTRUCTION MATERIAL 1-8002393541* OR AN APPROVED EQUIVALENT. SHOWN ON PLANS. THEGEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE AND RECURRENCE OF VEGETATIVE GROWTH AEMEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER ALL FABRIC SHALL BE COVERED WITH AMINIMUMOF4-DEEP COMFACTED S10NE ON GRAVEL AS SPECIFIED. I.E. FDOI TYPENOS7FORFENCED COMPOUND; FOOT TYPE NO.67 FOR ACCESS DRIVE AREA 9. IN ALL AREAS TO RECEIVE FILL REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOL MATERIALS, OBSTRUCTIONS. AND DELETERIOUS MATERIALS FROM GROUND SURFACE PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THIN 1 VERTICAL TO HORIZONTAL SUCH THAT FILL MATERIAL WILL SING WITH EXISTNGMEPAREO SOL SURFACE. 10. WHEN SUB GARDE OR PREPARED GROUND SLRFACE RAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL. SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED. PULVERIZE. MOISTURE -CONDITION AND/OR AERATE THE SOLS, AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTIRSFO DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORE TO THE SALE THICKNESS AND COMPACTION AS SPECIFIED, ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES, 12 EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER OR OTHER DELETERIOUS MATERIALS ARE REWOVED PRIOR TO REUSE FUROM ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS WEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUBSURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SU84RADE ELEVATIONS BEFORE GRAVEL SURFACING 15 PLACED AN WR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESS06 N THE SUB GRADE SMALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL SHA L NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB•OFEADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUBGRAOE IN AREAS WHERE EQUPMENTI=$ WILL OPERATE 15, DAMAGE TO EXISTING STRUCTURES ANDNOR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED ANDIOR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. It ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED N THE BID. EXCESS TOPSOLAND UNSUITABLE MATERIAL SMALL BE DISPOSED OF OFF -SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL WIT TO THE CONTRACT. ENVIRONMENTAL NOTES 1. ALL. WORK PERFORMED SHILLSE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE W N7RACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF RUES AND PROPER CLEAN UP FOR AREAS N VIOLATION. Z. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURINO CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION 6 RELEASE OF SITE. 3. CONTRACTOR SMALL NSTALUCONSTRUCTALL NECESSARY&EDDNENT/SLT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIARS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION 4. NOSEDIMENT SMALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSONSBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL, SEDIMENT CONTROL PENDING MAY BE REQUIRED A ANY AREAS SUBECTTO EROSION. S THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES YATH SILT AND EROSION CONTROL MF.ASOES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE S. CONTRACTOR SHALL BE RESPONSIBLE FORDALY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES NCWDING SEDIMENT REMOVALAS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SMALL BE ONLY AS PERMITTED AND BE HEIR TOA MNMUM TREES SHALL BE REMOVED ONLY AS NECESSARY FOR CONSTRUCTION S. SEEDING SANG MULCHING AND/OR SODDING OF THE SITE SHALL BE ACCOMPLISHED AS SCON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORONIANCES TO PROTECT EMBANKMENTS FROM SOL LOSS AND TO PREVENT ACCNIUUTNN OF SM AND SILT IN STREMiS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLERK HARD, SOUND. DURABLE, UNIFORM N DUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE THIN. ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL ORGANIC MATTER OL, &KAU. OR OTHER DELETERIOUS SUBSTANCE& STRUCTURAL STEEL NOTES 1, ALL STEEL WORT( SHALL BE N ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. 87EEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATE BELOW. W,%WES. ASTM A992, 50 K81 ANGLES, BARS CHANNELS: ASTM A30.38 KSI HS8 SECTKNS ASTM SOD, 48 KSI PIPE SECTIONS; ASTM ASSE, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING ETOXXELECTRDDES AND WELDING SWILL CONFORM TO AISC. WHERE FLL.LET WELD SIZES ARE NOT SHOWN, PROVIDE THE NWUM SIZE PER TABLE Z4 N THE AISC'MMNUAL OF STEEL CONSTRLICTDM. PANTED SURFACES SHALL BE TOUCHED UP, A. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/6' DIAMETER ASTM A307 BOLTS UNLESS NOTED OTHERWISE., S. FIELD MODIFICATIONSARE TO BE CARTED WITH ZINC ENRICHED PAINT, CONCRETE MASONRY NOTES 1, CONCRETE MASONRY LNTS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM ON, GRADE W1, (FW,S00 PS). MEDIUM WEIGHT (115 PC4 2. MORTAR SHALL BE TYPE "S' (MINIMUM 1.600 PSI AT 28 DAYSL 3. GROUT SMALL HAVE A MINIMUM COMPRESSIVE STRNOTM OF 3A00 PSI AT DAYS 4, ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMSAND. ALL CELLS N LL-ZANNG WALLS AND WALLS BELOW GRADE SHALL BE SOLOGROUTED. 6. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED N SONLI SEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HCRRONTALCONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT FOUR 1.1fY BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL SE'DEFP CUT' UNTIL 8, PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTOALCELLS HAVING GRDUTLIFTS IN FXCFSSOF d'4T OF HEIGHT, 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE 11. REINFORCING BARS -SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES' FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1rZ) GROUT BETWEEN MAN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED N CONFORMANCE WITH PROJECT SPECIFICATIONS AND BECTON 2104.6.10F U.B.C. 15. ALL CELLS N CONCRETE BLOCKS SHALL BE FILLED SOUD WITH GROUT, EXCEPT AS NOTED N THE DRAWINGS OR SPECIFICATIONS. 18. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL 17. REFER To ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND XMT TYPE 18. SAID SHALL BE CLEAN, SHARP AND WELL GRADED. FREE FROM INJURIOUS AMOUNTS OF OUST, LUMPS. SHALE, ALKAU OR ORGANIC MATERIAL 19, BRICK SHALL CONFORM TO ASTM C62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SMALL BE IN ACCORDANCE WITH THE AGO 301-05, AC 31$45 AND THE SPECIFICATION FOR CAST-WLACE CONCRETE. 2. ALL CONCRETE SMALL HAVE A MINIMUM COUPRENVE STRENGTH 1L'a3,000PSI AT 28 DAYS UNLESS NOTEDOTHERWISE. S. REINFORCING STEEL SHALL CONFORM TO AGR IABIS, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE, WELDED WINE FABRIC SHALL CONFORM TO ASTM A1SS WELDED STEEL WINE FABRIC UNLESS NOTED OTHERWISE SPLICES CLASSY AND ALL HOOKS SMALL BESTANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL MUSS SHOWN OTHERWISE ON DRAWINGS CONCRETE CAST AGAINST EARTH......__..2 N. CONCRETE EXPOSED TO EARTH OR WEATHER: #BAND IARGER_...........21N. AS AND SMALLER 6 WIMP ._........ _1 IR K CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND SLAB AND WALL.._..._..-3N N. BEAMS AND COLUMNS ... _.......... 1112 N. 5. A3N' CHAMFER SMALL BE PROVIDED AT ALL EXPOSED EDGE WITH ACI SOT SECTION 42A L HOLES TO RECEIVE EXPAWSONAVEDGE ANCHORS SHALL BE ANCHOR BOLT, DOWEL OR ROD AND SPILL CONFORM TO MA EMS®MENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOG WHEN DRILLING HOLES A ELEVATED CONCRETE SUBS. 7. USE AND INSTALLATION OF CONCRETE EXPANSO MIEDGE A MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WEATHERPROOFING NOTES IA WEATHERPROOFING CONNECTORSANDGROUNDIOTS: A ALL CONNECTORS AND GROUND KITS SMALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE THIS INSTALLATION MUST BE DONE N ACCORDANCE WRH THE MANUFACTURERS RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER S GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST RE GONE PER THE FOLLOWING INSTRUCTIONS. 1. THE CONICAL CABLE COtMCTWN OR GROUND KIT CAN RE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 21NCH MADE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY X' AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICALBUM RUBBERIELECTRICAL TAPE AS DISCUSSED BELOW: OR 3. THE COAXIAL CABLE CONNECTION DR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF I NCI WIDE SELF.AUALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS OISWSSCD BELOW. 9. COLD SH INK NSTAUATKN PROCEDURE: I. REQUIRED MATERIAL.: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE: 2NCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVETHE CONNECTION AS THE SPECIFIED START DIMEN81DN FOR THE COLD SHRINK STEP 2: SLIDE THE COLO SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TD MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE ME. STEP 4: SLOE THE GOLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION NARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE S IN LINE WITH THE MARK STEP $: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE THE CORE WILL BE REMOVED BY UNWINDING INA COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED COED AWAY FROM THE TUBE, STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLA SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP T; EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 6: WRAPOVER THE COLD SHRINK TURF WITH ONE LAYER OF OR ACK ELECTRICAL. TAPE, 2 NCH WIDTH. OVERLAPPING EACH ROW BY U21NCH, THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE N THE UPWARD DIRECTION, CREATING A SHINGLED EFFECT WITH THE TAPE ED WATER WILL BE REPELLED AND HOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (TEE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR POCKETS ARE PRESENT. TAPE SMALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE 1. REQUIRED MATERIAL: SLACK ELECTRICAL TAPE; 2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. L REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND CART. WRAP CONNECTORGROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 NCI WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY L21NCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO V01DS OR AIR POCKETS ARE PRESENT AND MUST EXTEND 1 INCH PAST THE CONNECTDIVGROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE ON ETCH W+iCTION,'ITN THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTO IGRCUNO KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 31NCHES WIDTH) OVER 714E BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY W NCH THE BUTYL RUBBER TAPE MUST EXTEND T03INCHES (THE TAPE WIDTHI PAST THE ELECTRICAL TAPE AND COME NGDOD CONTACTMATH THE UNDERLYING CAM ON CONNECTORS. WHEN WEATHERPROOFING FROM LEE TO MAIN LTO THE JUMPER, SULD UP THIS AREA WIT" EXTRA SUM RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS ANOAR POCKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOWOROUND UT WITH 2 LAYERS OF BLACK ELECTRICAL TAPE 2 NCH WIDTH OVERLAPPING EACH ROW BY I INCH. THESE LAST 2 LAYERS MUST BE WRAPPED USING A SMINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED 80 THAT THE ENDS ARE N THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL, THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND 2INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE ALL LAYERS OF TAPE SHALL DE WRAPPED 80 THAT NO VOIDS OR AIR POCKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFEORSCISLORS. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE 1. REQUIRED MATFJOAL:SELF.AMALGAMATWC TAPE:1.5 ACMES WIDE AND BLACK ELECTRICAL TAPE: 2 NI VIDE 2. REQUIRED TOOLS' KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OFCOAXIALCABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. STEP 2: START WRAPPING SELFAMAI.GAMIATING TAPE ON THE CABLE AT LEAST2INCHES FROM THE CONNECTOROROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHTDURNG THIS APPLCATKK. STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF, �i STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTORGt0UN0 HIT USING HALF OVERLAP (DOE STEP 5: WRAP OVER AND PAST THE WNNECTO IGROUND KIT AT LEAST 2 INCHES. STEP 6: TO TERMINATE THE SELF.ALMUGAMATNG TAPE, WRAP THE TAPE AT LEASTONE FILL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT, CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELRAMALGAMATNG TAPE USING THUMB PRESSURE. STEP 1:2 ROWS OF SEU`4MIALGAMATNGTAPE SHALL BE APPLIED IN THIS MAZER IN ALTEW71NG DIRECTIONS, THE TOP LAYER STILL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SNNGLEDEFFECT WITH THE TAPE SO WATER WILL BE REPELLED. STEP 6: WRAPOVER SELF-AMALOA MATING TAPE WITH 2 LATERS OF BLACK ELECTRICAL TAPE:2 INCH WIDTH OVERLAPPING EACH ROW BY 1 NCH, THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING ASHINGLED EFFECT WADI THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (TINE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UPMRLY04 CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AR POCKETS ARE PRESENT. THE UST WRAP OF TAPE SMALL NOT BE PULLED OR STRETCHED, ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. Y L.- J J'KAlIL A 4 2015 ENTER ABBREIATION DEFINITION ABBREVIATION 0 FINITION ABBRE,1NT11N DEFINITION A.B. pgy, ANCHOR BOLT qgp',� FPB. F.f. FABRICATIONIDR) FINISH FLOOOFRt P„`..F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH S r i n tom• ACCA ADD'L ANTENNA CABLE COVER ALSEMBLY ADDITIONAL F.C, FIN, FINISH GRADE FINISH(ED) P.T. PRESSURE TREATED PWR. POWER (CP.BINET) A.F.F. A.F.G. ABOVE FINISHED FLOOR ABOVE FINISHED GRADE FLR. FON. FLOOR FOUNDATION QTY. QUANTITY RAI) (R) RADIUS ALUM. ALUMINUM F.O.C. FACE OF CONCRETE REF. REFERENCE ALT. ALTERNATE F.O.M. FACE OF MA:.ONRY FEINF. REINFORCEMENT(INC) F.EQ•0. REQUIRED ANT. APPRX. ANTENNA APPROXIMATELY) F.O.S. F.O.W. FACE OF STUD FACE OF WALL RGS. RIGID GALVANIZED STEEL ARCH. AWC. ARCHITECT I AMER CAN WIRE CAUCE F,S, FT,(') FINISH SURFACE FOOT(FEET) RRU. RADIO REAICTE UNIT SCH, : CHEOULE BLDG. 6 K. BUILDING BLOCK FIG. C. FOOTING GROWTH (CABINET) SHT, SHEET CIM. SIMILAR 41W BLI(C. BM BLOCKING BEAM GA. CI. GAUGE CK%ZE,D) SPEC. SPECIFICATIONS) SO. B.N. BTCW. BOUNQARY NAILING EARE TINNED COPPER WIRE G F.I. GROUND FAUL7 CIRCUIT INTERRUPTER 'LB.(CLU-LAM) GLUE LAMINATED BEAM SQUARE 5 �,,. STAINLESS STEEL STD. STANDARD B.O.F. BOTTOM OF FOOTING CPS GLOBAL POSITIONING nYSTEM STL STEEL Bj U BACK-UP CABINET ORND- GROUND STRUC. STRUOTURAL CAB. CANT. CABINET CAN TILC'EP((ED HOR. HCR. HEADER HANGER TEMP. TEMPORARY THK. THICKNESS AMPLIFIER GENERAL DYNAMICS C.I.P. CLC. CLR. CAST IN PtA.C� CEILING CLEAR HT. ICm IN.(") HEIGHT ISOLATED COPPER GROUND PUS INCHfU TMA TOWER M NTED T,N. TOE NAIL T.O.A. TOP OF ANTENNA WIRELESS SERVICES COL. CONC. CONN. COLUMN CONCRETE GONNECTION�OR) INT. LB.(#) L.B. INTEdIOd POUND(S) LAG DOLTS T.D.C. TOP OF CURB T.:.F. TOP OF FOUNDATION T.O.P. TOP OF PLATE (PARAPET) CON;T. CONT. CONSTRUCD N CONTINUOUS L.F. L LINEAR FEET (FOOT) LONG(ITUDINAL T.O.S. TOP OF STEEL T,O.W. TOP OF WALL d DBL. PENNY (NAILS) UUUBLE MAS, MAX. MASONRY MAXIMUM TYR TYPICAL U.G. UNDER GROUND DEPT. D.F. DEPARTMENT COUGLAS FIR M.B. IJECH. MACHINE BOLT MECHANICAL U.L. UNDERWRITERS LABORATORY U.N.O. UNLESS NOTED OTHERWISE DIA, DI �. DIAMETER DIACONAL MFR. MIN. MIS. MANUFAOTURER MINIMUiA V,I.F. VERIFY IN FIELD W/ WIOE(WIDTH) WITH DV. 3. OR'WNNT) MTL' METASION LLUNECUC %. W OC CJ martfink OWL. C'JWEL(S) (N) NEW W.P. WEATHERPROOF WT. WEIGHT v EA. EL. ELEC. EACH ELE'+ATION ELECTRICAL NO.(p) N.T,S. O.C. NUMBER NOT TO SCALE ON CENTEf, CENTERLINE Q PLATE IM32 SE EASTOATE WAY. SUITE250 BELLEw?WA f1BW1869:1 ELEV, EUe/ATOR OPNO. OPENING TEL: (425) 27H: M FAX-(425) 2704669 EMT. ELECTRICAL METALLIC TUBING (p PROPoSEO E.N. EDGE NAIL P)C PREOPO CONCRETE ENG. ENGINEER PCs PERSONAL COMMUNICATION SER ICES ED. EXP. EQUAL EXPANSION PLY. PPC PLYWOOD POWER PROTECTION CABINET ON EXST,(E) EXIoTING PRC PRIMARY RADIO EXT. EXTERIOR ABBREVIATIONS 9 Q w.+z.la m o° KSH YO �EVtEWED FOR Alasxau mslroNeTRucgN oa KSH w KSH w WARNING CODE COMPLIANCE COMPLIANCE REVISION ORAYJN pKO. APPROVED A N G E REV. OATS By By THIS FACILITY CONTAINS Jti�'� D1 A NOV 0 3 2015 CORROSIVE LIQUID HAZARDOUS MATERIAL �ti� O Of Tukwila TOXIC LIQUID ! 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TELC l 1 III II 1LIII _ ILA 4•-4" TN MN \ rN MN 22 34 SCALE: 14': ,•p 22 34'SCALE: 14•�1'-0• EXISTING EQUIPMENT PLAN i1 1TSCALE:IB'e,•.0• 4' 3' 2' P 0' 4' INTERIM EQUIPMENT PLAN nsn•acALE:,re pro 4' T 2' V o• 4' KEYED NOTES: O (E) SPRINT EQUIPMENT AREA O2 (E) SPRINT TELCO CABINET (E) SPRINT PPC CABINET (E)ICE BRIDGE © (E) B\17 CHAIN LINK FENCE EXISTING REMS TO BE REMOVED FOR HOT SWAP COMA ANTENNA 3 TOTAL,, PER SECTOR POWER CABINET i BSU CABINET 0 MOCCELL CABINET 1 COAX CABLE 3 TOTAL., PER SECTOR © (E) SPRINT POWER CABINET TO BE REMOVED 7O(E)SPRINTMODCELLCABINETTOBEREMOVED NOTES 13'-6' O (E)SPRINT SOU CASINETTO BE REMOVED 1. CONTRACTOR TO OBTAIN A STRUCTURAL ANALYSIS AND E PARKING LOT AREA SIGNED AND SEALED CONSTRUCTION DRAWINGS PRIORTO 6 70 l'J () CONSTRUCTION. f0 (N)HYBRID ROUTE 2 CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. 1i (E) SPRINT CABLE TRAY r 1,3 a,6 12 (N)9PRINT MMBS CABINET AB A-7 ,3 (N) SPRINT BATTERY CABINET 2A.48 MT ,4 (E) COAX TO BE REMOVED REVIEWED FOR 15 (E)SPRINT HFRAMEWITH (N)GPS CODE COMPLIANCE B APPROVED '13 NOV 0 3 2015 TN MN �S- 12 J° City of Tukwila BUILDING DIVISION 22^434•BDALE""•"°• 3 PLAN KEY NOTES 4 FINAL EQUIPMENT PLAN ,r:u scALE:1r4.ra 4' i 2— 0 i Q `�- ELEC. tELc 4'-4" ►'.WjLA► 4 2015 ;ENTER EXISTING MOUNTING PLANES ANGLES ALPHA 3w BETA 90. GAMMA 200° (E) IWO RAOOAE TO BE REMOVED I SPRINT CDMA ANTENNAS TOTAL, (1) PER SECTOR >BE REMOVED I SPRINT ANTENNA I.POD FRAME ATTACHED TO ROOF TN MN s�. REVtEwEED FOR CODE COMPLIANCE APPROVED NOV 0 3 2015 TN MN �<301 City of Tukwila BUILDING DIVISION 22'x14' SCALE: 33' i'd' 22'YSt' SCALE V4" < /'-0' EXISTING ANTENNA PLAN a arscALE:3nc-r-0 z®- 1 INTERIM ANTENNA PLAN (NOT USED) tt,NALeve•-ra 4' 3' a V o• 4' 2 (N) SPRINT 1900MHz RRU UNIT (3) TOTAL.(1) PER SECTOR) — 7,5,6 AL (N) SPRINT NV 1900MRZ ANTENNA 1,3 1,3 A S A.T FINAL ANTENNA PLAN (HOT SWAP) IN) SPRINT NV 190OMHZ ANTENNA 1.3 1,3 AS A-T �— (N) 38- RADOME PROVIDED BY OTHERS (E) SPRINT ANTENNA TRIPOD FRAME ATTACHED TO ROOF WITH NEW UNI-STRUT BRACING FOR RRU'S (N) SPRINT NV 1900MK1 ANTENNA A•5 A-7 TN MN 1900 MHz EQUIPMENT RRU / HYBRID CABLE SCHEDULE SECTOR RRU MODEL RRU FREQUENCY HYBRID CABLE HYBRID CABLE DIAMETER JUMPER SIZE JUMPERLRMT LENGTH CABLELENGTH AFACTURE MODELNUMALPHA RRH-P4 (1)1900MFh 130' 0.98' 1l2' S' OMSCOPE IRET AISGV2.0 BETA RRH•P4 (1)1900MHz 130' 0.98' 1/2' 5' OMSCOPE IRET AISGVyO GAMMA RRH-P4 (1)190OMHz 13O 0.98• 1/2• 5' OMMSCOPE IRET AISGV20 NV ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR, ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE ELECTTILT MECH TILT ALPHA 1900 MHz RFS APXVRRI3-C-A20 I(PER SECTOR) 0' 3V-O' 54.8' -0' WA BETA 190D MHz COMMSCOPE HBXX-9014DS-A2M IIPER SECTOR) 120° 3w-O" 50.9° -3• WA GAMMA 1900 MHz I RFS APXVRR13-Ca120 1 (PER SECTOR) 240- 30'-0- 54.W -3' WA t, STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS. FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRH's. 8 NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. 2. EXISTING ANTENNAS ARE COMA UNLESS NOTED OTHERWISE. 3. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRH's WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL i/Ad. 4. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. 5. ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA BAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TOINSTALIATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS. EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL. ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. (REFER TO STRUCTURAL CALCULATIONS TO ENSURE THAT THE TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER.1 F.. .+,ED TUIKWILA 14 2015 CENTER PAINT NOTES PAINT NOTES: I. (N) SPRINT EXPOSED ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2. (N) SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS, NOTES 1. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN SEE ANTENNA PLAN SHEETS FOR EXISTING AND TEMPORARY INTERIM CONFIGURATION. 2. EXISTING TOWER INVENTORY PROVIDED BY OTHERS. 3. ALL (N) ANTENNA, RRU. AND CABLING WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEALED STRUCTURAL TOWER/POLE, SPRINT PLATFORM AND FOUNDATION REPORT IN ACCORDANCE WITH ALL APPLICABLE LOCAL. STATE. AND FEDERAL CODES MATCHING THE DESIGN DEPICTED ON THESE DRAWINGS HAS BEEN PROVIDED, 4. ALL (E) SPRINT COAX CABLES AND ANTENNAS ARE TO BE REMOVED FROM THE SITE. 5. IF PRESENT, ALL (E) CLEARWIRE ANTENNAS, MICROWAVE DISHES AND COAX CABLES TO REMAIN. S. (N) SPRINT NV ANTENNAS ARE TO BE INSTALLED SO THAT - THE TOP OF THE (N) ANTENNA ALIGNS WITH THE TOP OF THE (E) SPRINT COMA ANTENNAS THAT ARE TO BE REMOVED, (N) SPRINT NV 190MHz ANTENNA (3) TOTAL, (1) PER SECTOR 1.9 1.2.3,8 A•S A-7 RA)OME (E) SPRINT COMA ANTENNAS PROVVIDED BY OTHERS PR (3) TOTAL, (1) PER SECTOR TO BE TOP OF (E) BPRINT COMA ANTENNAS REMOVED FOR HOT -SWAP TOP OF (N) SPRINT NV ANTENNAS LEV.33'-0•AGL ELEV. yi'-,0°AIL RAD CENTER OF (E) SPRINT COMA ANTENNAS (E) RADOME TO BE REMOVED RAD CENTER OF (N) SPRINT NV ANTENNAS (N) SPRINT 19DOMHz RRU UNIT (3) TOTAL. (1) PER SECTOR) ELEV. 30'-0-AGL (Ei BULLOING �ELEV. 30'-0' L 1.S,B (E)BURDWO A6 (E) BUILDING ROOF DECK � (E) BURDING ROOF DECK , ELEV. 24'S AGL .. ELEV. 2V4r AGL ..' (N) SMNT HYBRID ROVTE . • . (E) SPRINT COAT( ROUTE . FINISHC F FINISH DOE ELEV. 17'-0•REF. ELEV.I'l REF. REVIEWED FOR CODE COMPLIANCE ' APPROVED NOV 0 3 2015 City of Tukwila BUILDING DIVISt0N ' EXISTING SOUTH ELEVATION 22 x34 SCALE. I,C •,d S' 6' s• 2' 0' e' NEW SOUTH ELEVATION 2213P SCALEaIeaTd B' 64. 2' 0• B' 2 11's17'SCALE: IHB'.7'd ,1'a17•SCA.E: IHC�1'd GENERAL DYNAMICS WIRFI Fr,'; SFRVICFS rry F T UY,*iLA ' 14 2015 T CENTER RECTIFIER RF-ANTENNA UADU NOTES: 1. NEW ANTENNA TO BE MOUNTED TO 3. 1(MOM) SON 40 PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST 5) CPRI CABLE SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. 2. PROVIDE CROSSOVER PLATE KIT BY SITE PRO I OR APPROVED EQUAL, SUE AS REQUIRED. 3. ANTENNA AND RRU CABLING TO BE CONNECTED PER QLgMP (SHALL 6) RE7 CABLE RF DATA SHEET, PROVIDED BY RF ENGINEER. BE SOFT) SHALL SOLIDLY BIND TERMINATION CLOSURE 4. SPRINT GO TO FIELD VERIFY E)OSTBJG CONDMONS TWO POIHTS SHALL BE R%EO BEFORE RRU OFTR4POO MOUNTING HARDWARE PRIOR TO r`� CONNECTION CLOSUREFIRE ROLLED CABLE 4) POWER CABLE ORDERING OR OVSTALLING NEW RADOME.NOTIFY--..,.._,,,-, ENGINEER OF ANY DISCREPANGE3. \w, CABLE SHALL BE PLACED NOT TO TOUCH WITH ROOF SENDING RA OR OTHER [EI REVtEWED FORWITEROOF BENDINGRADARS OF ROLLEDCABLESHALL BE LARGER THANREQUIREMENTS OF SPECIRC PRODUCT.DE COMPLIANCECLAMP DETAILAPPROVED 3) RRH-P4 GROUND 7) RFCABLE CABLE FEEDER LINE GROUND CABLE NA'0V O c� 20t5(GROUNDKIT/718INFEEDER JMGB LINE OR MORE) TG1) MG8 GROUND CABLE 2) TGB GROUND CABLEr't = TGB AND GROUND KIT ARE USED IN CASE NEW MOUNTING HARDWARE itY DI Tuk jila OF THE 7/8 IN. FEEDER LINE OR MORE NEW 3W DIAMETER RADOME AEE AMOUNTING PIPEtLDiN2xx3aNNA' SCALE: NOT 2xx34'SCALE: NOT TO SCALE WPIPE MOUNTS HARDWARE. 1107' SCALE: NOT USED 3 17'k7r SCALE: NOT TO SCALE SAMSUNG MMBS WIRING DIAGRAM L� ------------------------------------- CONTRACTOR t CONTRACTOR SHALL USE 1 NEW 2.i/8' OD ANiFlY4A ADEQUATE HARDWARE THAT MOUNTING PIPE, t FITS WITH AN E)OSTING FRAME. NEW SST TOWER STANDOFF i i I PER RRU ANDREW TYPE SST-34 COAX BLOCK I i TECHNOLOGY REQUIREMENTS NEW HYBRID FREQUENCY CABLE 1 NEW HYBRID BREAKOUT LIMIT. SUPPORT TO ANTENNA i ) 1 CONTRACTOR SHALL MOUNT MOUNT PIPE OR MOUNT �i. WDIf ADEQUATE HARDWARE PROPOSED WITH BLOCKS SAMSUNG NEW RET CABLE 3 TO E%18T84G FRAME. (TYP OF MOUNTING o 0 0 0 i 1 PER _i NEW JUMPER CABLE 1 ! NEW JSUMPOER�{TVP) HARDWARE ______________ --------------- ______i____-___-_ BRACKET AND " PROPOSED NEW SfANLESS STEEL HANGER - -- �+' - - SAMSUNG NEWP, AND EWPAREEL MOUNTING > MOUNTING AND #31070 OR MOUNTING PIPE W HARRDWARE EQUAL OR AN APPROVED EQUAL (TYP OF 2 PER BREAKOUT UNIT) St4?5 U NEW IWOMHz RRU i > NEW UNISTRUT BRACING rc K SUPPORT FOR RRU TO SPAN )C FROM (E) TRIPOD LEG TO (E) TRIPOD LEC, CONNECT TO (E) LEG AS REQUIRED, SPRINTS GENERAL CONTRACTOR TO VERIFY UENGTH PRIOR TO CONSTRUCTION O 2' DUL Y QUA. (E) ROOF TOP MOUNTING MOUNTING PIPE PIPE TOP VIEW LEFT SIDE VEW FRONT VIEW NEW HYBRID FANOUT CABLE SUPPORT HYBRID CABLE WITHIN FROM NEW RF CABINET (TYP 17 OF BREAKOUT UNIT OF I PER SECTOR) SUPPORT 2xx34' SCALE: NOT ID SCALE RRU POLE INSTALLATION DETAIL 5 BY HOISTING GRIP EVERY 200 1 Px1 r SCALE: NOT TO SCALE �- OPTIC PORT _ -- -•,ANTENNA PORTS xx34' SCALE: NOT TO SCALE 211'x7r SCALE: NOT TO SCALE STAND—OFF DETAIL 19OOMHz ANTENNA DETAIL I 04 s GPS-ThR�1R-39[SA I i / UNIT MINIMUM OF 75% OR r—GPS ° Avs-TMGaTO 27I DIRECTION / I O ' O° o O° O o OBSTRUCTIONS NY IN A nnaoMmAroT DIRECTION ��MUSTBEBELOWIS I ANTO oANTI ANT2 o ANT3 0 1'DUA£TERPWE ' i GROUND /— 7•aA (sQ4aq U D i STAINLESS STEEL O O 111N-// OPGALVPIPE % DINENSiONS 1 ON POWER RET (78.8'Kl3.B'a9) PS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1.0. SOH. 40, GALVANIZED STEEL OF STAINLESS ij PORT PORT WEIGHT: 66LBS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN. OF IV. e'-0- IF MOUNTING TO NEW MMBS•88U) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A MOUNTING TABS, TYP. SMOOTH AND (MAR• OF IV. 8'4• IF MOUN71NO TO NEW MMBS4NW) USING A HAND OR ROTARY PIPE CUTTER TOASSURE A ,__-�...--- %' FOND SMOOTH AND PERPENDICULAR CUT. A HACKSAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURREO. -- 2. I8 CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF O THE ANTENNA 19 WITHIN 2' OF LEVEL 3. DO NOT SWEEP TEST OPS ANTENNA 1 .0 •� i ffi f. ATTACH GPS MOUNTING PIPE TO NEW MMB388U USING (a) 8MMx13MM 93 BOLTS AND (o) i' PIPE STRAPS. GPS TO BE MOUNTED A MIN. OF 7-0' ABOVE MMBS-0BU CABINET. i O D I 2xx34' SCALE NOT TO SCALE 11•x17'SCALE: NOT TO SCALE GPS UNIT PIPE MOUNT & REQUIREMENTS 2 SCALE. TO SCALE 6 11•x17• SCALE: No To SCALE 1900 MHZ RRH-P4 MECHANICAL SPECIFICATIONS - TUKWiLA 14 2015 CENTER 3' MIN 1'-0° 2W Z4• 30• MAX K 24A' � (L 21A' Iv a it li it �i NEW NEW A BBU MMSS CABINET CABINET ITEM SPECIFICATIONS CAPACITY MAX.4 BATTERY STRWGS AIR-CONDITION EWCOOLING COOLING WITH FAN FOR EMERGENCY MODE(MCLEAN T20 HVAC) SOUND -LEVEL BSBA 01Srn 71(H) x 4125(0) x 27.6(W) SIZE INCH 1800(H) x 1046(D) x 700(W)— CABINET WEIGHT 370 USS PER BATTERY 529 LOS STRING WEIGHT NARAOA 190AH (12NDT19D) BATTERY AGM TYPE(VRLA) AC POWER 220VAC. 3AAMP TYP, 11AAMP STARTING OC POWERI 10AMAX ®4SDVC AC INPUT CIRCUIT BREAKER FRONT VIEW BATTERY BREAKER 94 qTM BATTERY BATTERY BREAKER N3 BATTERY BREAKER M2 3R0 BATTERY BATTERY BREAKER P7 2ND BATTERY BATTERY CABLE TERMINAL GROUND BAR a ANCHOR CARLEENTRANCE 1878ATTERV q SOLT (TYP) HOLE (4 ANCHOR BOLT LAYOUT 27x34' SCALE: NOT TO SCALE 22•x34' SCALE: NOT TO SCALE 11•KiT SCALE: NOT TO SCALE MMBS & BBU TYPICAL LAYOUT 1 11'x1T'SCA.E: NOT TO SCALE BBU CABINET 2 MEN 9 7.3' 3'4Y Bvv � Y•7' 4 4 TOP VIEW El B13 B Hpp LL HEas*R S_ S 2 H 6 2 H H $ t'1W W m 1n WI 2 B t1Ptl b Y ° n 0 0 A RE11t D FOR 2'a' rs T 23' FRONT VIEW 9IOE NEW §fC'n4�A ° WDE COM PILIANCE HE, HEAD �. APPROVED 2'3' 0 STOPPB4fi PLUGS 2• 1'-10' Ll 2.d. L Tr--2'3' 23.'�� BACK VIEW SIDE VIEW FRONTVIEW NOV o 3 20115 `l I.I. I +/• afi5.f 19- MDUWINO LIFNNOLWS a City of T kwila " UlLDlNG DIVISION, 2'"2• 1 SE O 0 BOTTOM VIEW TOP VIEW BOTTOM VIEW MARS EOUPMENT%WIGHT a DIMENSIONS BBU EOUPhEW WE3OHf 3 OWENSIONS 1190a70Cx10+8W0HM70.Bin x 29.5h x 40.1(37A)h 13I3UCASIBET I1BOOx700x1018(810yrtrvT0.Unx20.5h xg0.107A,ir 251k2(553Lk)WIO OU SHELF 300kq W4 DU SHE BOU CABIf•ET +IiBBq (3roh°)WA)BATTCW 113e1,9WITHBATIEM 22'x34' $CALF: NOT TD SCALE 22'x34' SCALE: NOT rO SCA LE I I'x17' SCALE: NOT TO SCALE MMBS MECHANCIAL SPECIFICATIONS q3 11Y17•SCME: NOT ro scALE 13131.1 MECHANCIAL SPECIFICATIONS 4 .. t '�1 Lam. OFTLiKWILA 14 2015 IT CENTER SOLT HEX M12 X 110--� MANUFACTURER: RFS MANUFACTURER: COMMSCOPE MODEL: APXV0.R13•dA20 MODEL: HSXX-901aOS-A2M BOLT HEX M12 X 111 WEIGHT: 30.5 LBS WEIGHT: 28.78 LBS DIMENSK)NS: 54.8' X 13.8' X 4.3' DIMENSIONS: 50.8" X 17-0' XS.5- ° FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF DATA SHEET C o 4Sr 13b' MAX 12.0' " O 1ao• � MAx ANCHOR SCHEDULE BOLT DIX HOLE DIA. 'E' EMBEDMENT 3/8• 3fS' 2• 112' 12' 3• 518' 5/e' 31/8' 314- V4' 3 3/4" 19.8" JL ioll EQUIPMENT CABINET 41 ¢ HILTI KWIK BOLT-TZ o W ~ USE S.S. KS-TZ FOR ULJ OOR iDP TOP SLASEXISTING CONC.� APPLICATION (N)ANTENNA SLAB 1P 12.0• 61 in • ' . 13.8• 'R '� �+ PIPE MOUNT " • i RF CONNECTOR, TYPT.4' N • • •/� SCREW HEX v RF CONNECTOR. TVP M12X 110� REMOTE ELECTRICAL DOWNTILT ACTUATOR TYP BOTTOM BOTTOM NOTES: RF CONNECTOR TYP RF CONNECTOR, TYP 1`'7 r 0�../ 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X.RREMOTE ELECTRICAL REMOTE ELECTRICAL �D EXP OR RELATED T METHODS. NO REPAR OR TENDONS SHALL BE CUE. ALL DOWNTILT ACTUATOR, TYP FROM SIDE FJ(PENSE9 RELATED TO REPAIR OR CUT REPAR OR TENDONS SHALL BE ENTIRELY AT THE DOWNTILT ACTUATOR. TYP FRONT SIDE WASHER // h EXPENSE OF THE CONTRACTOR FLAT M12 — J///j 2. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWIK SOLI-T2 PER ESR•1917) ANTENNA INFORMATION ANTENNA INFORMATION WASHER CONCRETE EXPANSION ANCHORS AGAINST SEISMIC. PULLED FROM PRELIMINARY PULLED FROM PRELIMINARY SPRING M12 MANUFACTURER RFS 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. PRODUCT DATA SHEET PRODUCT DATA SHEET MODEL: AMP4D•2 MOUNTING KIT 4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS. BEAM TILT ASSEMBLY WEIGHT: 7.5 LBS 22'x34' SCALE NOT TO SCALE 22[34' 8CALE: NOi TO SCALE 22'x34' SCALE: NOT TO SCALE 22"x34-SCALE: NOT TO SCALE 71•xiT SCALE: NOT TO SCALE ANTENNA DETAIL 11"„1T SCALE:NOT TO SCALE ANTENNA DETAIL 2 11'x1T SCALE:NOT TO SCALE RFS MOUNTING KIT 3 11"x1T SCALE: NOTTO SCALE CABINET ANCHOR DETAIL 4 MANUFACTURER.,COMMSCOPE (N)ANTENNA MODEL: 600899A-2 WEIGHT: 8.49 LBS PIPE MOUNT EQUIPMENT TO BE INSTALLED PER MANUFACTURER'S SPECIFICAITONS S66M BLOCK FOR LIDA CPS SURGE ARRESTOR - DROOM COMSEAL -MARKER:ROXTEC P/N:COMSEAL 16116 Q o BATTERY p1 \XJ BATTERY if0 RRH GAMMA ACIGROUND i RRH BETA PORT LAYOUT DETAIL \- RRH ALPHA ENLARGED TOSHOW NOTES UDA OR BH CABLE CPS CABLE ' MUDROOM DETAIL ENLARGED TO SHOW NOTES O O BEAM TILT ASSEMBLY NEWMS43OU �Q,M�� 22-x34• SCALE: NOT TO SCALE COMMSCOPE MOUNTING KIT 6 2244- SCAIE.NOT TO SCALE 11-x17'SCALE: NOT TO SCALE 11'x1T SCALE: NOT TO SCALE NOT USED 7 2" LB HOUSING INTO MUDROOM O 2" HEAVY WALL COUPLING ° 0 f2"SCH60PVCFROM 2" SEAL TITE STRAIGHTMUDROOMCONNECTOR2' SEAL TITE FLEXIBLE \ REVIEWED FOR CONDUIT TO NEW - EQUIPMENT �CODE COMPLIANCE 00000CONCTORSTRAIGHTAPPROVED 2"UQUID TIGHT CONDUIT FOR HYBRID CABLE PIN ` NOV 0 3 2015 #8436 02' HEAVY WALL CONDUITQUIPMENTPADCOUPLINGenD'PrtENrvaD City of Tukwila REAR VIEW TELCO BOX INTO MUDROOM SIDE VIEW 2" HEAVY WALL CONDUIT BUILDING DIVISION 22'x34' SCALE: NOT 7'O SCALE 22k34' SCALE: NOT TO SCALE T2'x34" SCALE: NOT TO SCALE NOT USED 9 1I'x1T SCALE: NOT TOW -ALE HYBRID AND TELCO LINE SUPPORT DETAIL 5 1t-xiT SCALE: NOT TO SCALE NOT USED 8 11hnT'SCALE:NOTTOSCALE I I �J/ WILA 4 2015 ENTER TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING SECOND RING THIRD RING A GREEN NO TAPE NO TAPE 8 GREEN GREEN NO TAPE G GREEN GREEN GREEN FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE FREQUENCY COLOR CODE FIRST RING SECOND RING 800 MHz YELLOW GREEN 1900 MHz YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 600 MHz RET RET N/A 800 MHz+45' ANT 1 WHITE 800 MHz -45' ANT 0 BLUE 1900 MHz PCS1 -45' ANT 0 BLUE PCS1 +46' ANT 1 I WHITE I PCS2115' ANT 2 GREEN PCS2+45' ANT BROWN RET RET RED SUPPLIER SAMSUNG FIBEROPTICS I ASIA TAI TYPE LENGTH TOTAL WEIGHT WEIGHT/LF TOTAL WEIGHT WEIGHT/LF FT KG LBS) (KG) (LBS) (KG (LBS) (KG) LBS 60 13 1 28 0.2 0.5 19 41 0.3 0.7 TYPE 1 75 16 35 02 0.5 22 49 0.3 0.7 90 19 42 0.2 0.5 26 57 0.3 0.7 105 30 66 0.3 0.6 29 65 0.3 0.7 120 34 75 1 0.3 0.6 33 73 0.3 0.7 TYPE 2 38 BS 0.3 0.6 46 101 0.3 0.7 [ji35 50 43 94 0.3 0.6 51 112 0.3 0.7 165 47 104 0.3 0.6 55 122 0.3 0.7 180 69 151 0.4 0.8 72 160 0.3 0.7 TYPE 3 195 75 164 0.4 0.8 78 173 0.3 0.7 210 80 177 0.4 0.8 85 187 0.3 0.7 225 89 196 1 0.4 0.9 1 102 224 0.3 0.7 TYPE 4 240 95 209 OA 0.9 109 239 0.3 0.7 255 101 222 0.4 0.9 115 254 0.3 0.7 270 133 293 0.5 1.1 122 270 0.3 0.7 285 141 310 0.5 1.1 152 335 0.3 0.7 TYPE 300 148 328 0.6 1.1 1B0 36 0.3 0.7 315 155 342 0.5 1.1 168 371 �,3 0.3 0.7 330 163 359 0.5 1.1 176 8 0.3 0.7 TYPE i TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 8 TYPE 7 TOTAL LENGTH -114'-9.95" -180'5.35' -213'-3.05' -262-5.60' -328'-1" -420'-W -550'-0" HYBRID POWER AWG 101 PAIR, AWG 81 PAIR, AWG 61 PAIR, AWG 61 PAIR, AWG 4 1 PAIR, AWG 4 1 PAIR, AWG 21 PAIR, CABLE AWG 12 3 PAIR AWG 10 3 PAIR AWG 81 PAIR, AWG 83 PAIR AWG 61 PAIR, AWG 6 3 PAIR AWG 4 3 PAIR CONFIGURATION AWG 10 2 PAIR AWG 8 2 PAIR CABLE DIAMETER 0.98" 1.06, 1.18" 1.18"11.25" 1.25' 1.56" 1.69" BENDING RADIUS 11.81" 12.99" 15.35" 1 17.71- 17.71" 18.00"/30.00' 21.00"/35.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE OU CABINET 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE (POWER CABLE TERMINAL MAX SIZE AWG 4) RRU POWER AWG 8, 0.57"-0.BO" 8 AWG CABLES 4 PAIRS CABLE SPEC AWG 10 0.45"-0.48" NON USE POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER AND OPTIC CABLE AND OPTIC CABLE AND OPTIC CABLE AND OPTIC CABLE I AND OPTIC CABLE AND OPTIC CABLE AND OPTIC CABLE PROTECTION WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITH PE PIPE WITW PE PIPE SUPPLIER TESSCO TYPE LENGTH TOTAL WEIGHT FT KG) (LBS) TYPE 6 1 0.73 1.6 1000 732 1613 420 402 887 TYPE 7 1 1 2.2 1000 1006 1 2218 550 553 1220 ITl I DI\IV �111nYnV Jwr_VrG[ lr-IVIF1mol-0 I 1 I HYBRID CABLE TYPE I 2 ( �nl nQ (4) PAIR COPPER TO. (9) FIBER CABLES (4)PAIRCOPPER TO CABINET (6) FIDER CABLES NOTE: 1. ALL CABLE.a I I - YYI. TT c �VLV U IAM UM A I r-MAL. TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH r SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR CODE' TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 7. EACH 2" COLORED TAPE(S) SHALL BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES. AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2' SPACE. 2 THE PIRST RINGI-SPACE 2TA-E SECOND RING 1"SPACE 2TAPE THIRD RING 2* SPACE BETWEEN 2TAPEFIRSTRING 2-TAPFSEC0NDRWG HYBRID CQORCOOE BETWEEN Ixoaal NTe.,IMnaq BETWEEN ,Y wwcu,s"wunal HYBRID CABLE COLgt FREQUENCY COLOR CODE FREQUENCY COLOR CODE RING. RIMS CODE nND 1RGOl1[NCV HYBRID CABLE COLOR SCHEME DETAIL n TOR.0 I.AOLC I"VIN .N I - AI 1: ,Nt. 2'DPACE ROM CND 2TAPE RIN6 1'SPACE 2TAPE RING :$,PACE 2- TAPE RING F DREAN-0UT GVLWDER FRST RING BETWEEN SECOND RWG BEN.EEN THIRD RWG 14' SPACE 314' TAPE BETWEENCAS' RST AND FREQUENCY FREOVENCYCOLOR COLOR CODE CODE W4' TAPE THIRD RING CABLE M T 3H•TAPE 1' SPACE FREQUENCY GO OR CODE i RRU CONNECTOR ❑ -AI FROM ANTENNA L4'TAPE 11 Alm - 3A'EPACE FIRST RING I FREDUENCY� P COO P46 yy 3N•7GRAPE 9 IND I V TAPE FHECII�NCY COLOR THIRD CODE �� RWG CABIkF ANTENNA FROM RRU 4 CONNECTOR JUMPER CABLE CONNECTION AT RRU AND ANTENNA 3 T u'Y''A'! L A 14 2015 CENTER ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SMALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS. AND CORDINANCES, PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120208 VOLT OR 120240 VOLT, SINGLE PHASE WITH 200 AMP RATING. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REOUIREMENTS TO TERMINATE AT THE PPC CABINET. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPAMES SPECIFICATIONS. WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY, S. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY, B. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 7. ALL TELCO CONDUIT LINES SHALL BE 4' SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SMALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA. NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PANTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. S. CONDUITS INSTALLED, AT PCS EQUIPMENT ENDS, PRIOR TO THE EQUIPMENT INSTALLATION SHALL 8E STUBBED AND CAPPED AT 6' A80VE GRADE OR PLATFORM. IF SERVICE LINES CANNOT BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER, SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 11. #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. 12. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING 810. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDING THE CONTRACTOR'S FUNCTIONS THE SCOPE OF WORK. OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION. NOT AFTER THE CONTRACT HAS BEEN AWARDED. 13. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH4N. 14. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 15. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. ELECTRICAL NOTES (CON'T) 1 S. ALL CONDUITS SMALL BE MET YM14 BENDS MADE IN ACCORDANCE WITH NEC TABLE 346.10. NO RIGHT ANGLE DEVICE SMALL BE USED OTHER THAN STANDARD CONDUIT ELBOWS WITH 12' MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2' OR LARGER. 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. IS, ALL WIRE SHALL BE TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1110 AWG (18 AND LARGER SMALL BE CONCENTRIC STRANDED)15 DEGREE C. (187 DEGREES F), 98' CONDUCTIVITY. MINIMUM 012. 10. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES. EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS. ACTION CRAFT, BRADY. OR APPROVED EQUAL. 20. ALL NEW MATERIAL SHALL HAVE A U,L LABEL. 21. CONDUIT ROUGH4N SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 22 ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLSOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 24, THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FEO FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGERS APPROVAL, 20. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT (ADA) AS ADOPTED BY THE APPLICABLE STATE. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL SLEEVES ANDIOR PENETRATIONS IN FIRE RATED CONSTRUCTION SMALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES, ALL MATERIAL SMALL BE UL APPROVED FOR THIS PURPOSE. 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNERS REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGM4N OF CONDUIT AND WIRE ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CFARACTERISTICS MAY VARY FROM DESIGN, AS SHOWN ON THESE DRAWINGS). 29. LOCATION OF ALL OUTLET, BOXES. ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN, I ELECTRICAL NOTES 1 1 1 TO EXISTING UTILITY POWER SOURCE 200A EXISTING SERVICE GROUND CIRCUIT SCHEDULE NO FROM TO CONFIGURATION 1 SOURCE METER CENTER EXISTING 2 METER/DSC TRANSFER SWITCH & EXISTING LOAD CENTER 3 TRANSFER SWITCH & GENERATOR LOAD CENTER RECEPTACLE EXISTING 4 TRANSFER & LOAD PROPOSED MMSS (3) #2 AWG, (1) #8 GND CENTER SUB -PANEL CABINET IN 2' CONDUIT 5 TRANSFER & LOAD PROPOSED SBU (3) #10 AWG, (1) #10 CENTER SUB -PANEL CABINET GNO IN 1' CONDUIT ELECTRICAL ONE LINE DIAGRAM EXISTING 200A METER/DISCONNECT SWITCH EXISTING 200A O GENERATOR RECEPTACLE TRANSFER SWITCH & LOAD CENTER L� RMMSSED CABINET EXISTING LOADS (REFER TO PANEL SCHEDULE PROPOSED BBU CABINET SITE NUMBER: TSD MODEL NUMBER: TBD VOLTAGE: 24OV1120 PHASE: 1 MAIN BREAKER: 100 AMP BUSS RATING: 100 AMPS WIRE: 3 MOUNT: SURFACE NEUTRAL BAR: YES A/C: TSD ENCLOSURE TYPE: NEMA 3R N TO GROUND BOND:TBD GROUND BAR TBD PANEL STATUS: EXISTING INTERNALTVSS: TBD W y W W W of IluuuuLL,111��� tD CKT LOAD DESCRIPTION 9 m < R OJ LOAD DESCRIPTION CKT Of Q m m H co N m m a LL 1 SAMSUNG MMBS 100 2 NEW.214 2 100 NOTLABELED 2 3 SAMSUNG MMBS 1O0 2 NEW ON 2 100 NOT LABELED 4 5 SAMSUNG BBU 15 1 NEW ON 1 20 NOT LABELED 6 7 WA NIA BLANK NIA ON 1 20 NOT LABELED B 9 WA NIA BLANK NIA ON 1 20 NOT LABELED 10 11 WA NIA BLANK NIA ON 1 15 NOT LABELED 12 13 N/A N/A BLANK NIA ON 2 100 NOT LABELED 14 15 N/A N/A BLANK NIA ON 2 100 NOT LABELED 16 17 NIA N/A BLANK WA OFF 1 20 NOT LABELED 118 19 WA WA ISLANK NIA OFF BLANK N/A WA 120 21 WA WA IBLANK NIA OFF BLANK N/A I WA 22 NOTES: 1. PRIOR TO CONSTRUCTION, SPRINTS GENERAL CONTRACTOR IS TO FIELD VERIFY EXISTING POWER CONDITIONS TO CONFIRM THAT THE EXISTINQ MAIN AC PANEL WILL FEED THE NEW NETWORK VISION EQUIPMENT. 2. SPRINTS GENERAL CONTRACTOR TO CHECK REGUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT BE REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. PANEL SCHEDULE 1 3 1 O NEW MMBS 0 CABINET SEAL TITE CONNECTION 2' SEAL TITE FLEXIBLE CONDUIT FROM STUB UP TO 0 EQUIPMENT (6'-0' MAX) i- 2" HEAVY WALL COUPLING / 0 0 o 176 1 2" SEAL TITE STRAIGHT CONNECTOR 2' DIAMETER SCH 80 PVC TO STUB UP AT EQUIPMENT LOCATION TYPICAL EQUIPMENT POWER CONDUIT CONNECTIONS 2 I SEAL TITE CONDUIT CONNECTION 2' SEALTITE 90" CONDUIT CONNECTOR PART # 500007 OR EQUIVALENT 1-2' SEAL TITE FLEXIBLE CONDUIT �R �4TE APPROVAL REQUIRED GENERAL DYNAMICS WIRELESS SERVICES smartlink 1"32 SE EASTGATE WAY. SUITE 260 BELLE=? WA MM74MM TEN: (425) 274dCM FAX: (425) 2744440 zl�la•+au 10Y"onAwwO KBN VD .-3 lN1%(XMJ31RUC11dl = Q trrtnnwwos KBH REV. DATE JREVIBIDN DMWN CHID. PP��)DIACO ti of %VAsyi �0 W 42710 4�7 Fss10NAL IRES NETWORK VISION MMOS LAUNCH 4 McQUEEN��� ��� SE25XC333 SEI 5 SE25XC333 ' " ""' C DRAWN BY: CHECKED BY: DATE SHEET TIME: ONE -LINE DIAGRAM & POWER PANEL SCHEDULE NUMBER I REV.: �o i--..v[l.Q TUY:W1LA 14 2015 CENTER LEFT DIN RAIL GROUNDING BAR 66 BLOCK SERVICE LIGHT GROUND BUS BAR PUNCH -OUT SMOKE DETECTOR CABLE HOLE 7D 34U RIGHT DIN RAIL ° , , , , , , , ...... ° 60 •TH 9832U M1-50 30U BLOCK28U °50 26U Tt SUPPORT PLATE LOAosa asoNw�nF1-F1s ° 24U m 40 22U 1ST GROUP OF DC SPDe 11 OF30 20U 2ND GROUP OF DC SPDe 8 18U 20 8 t SUPPORT FOR SSDU ° 16U 1U RECTIFIERS 10 12U 10U = POWER CORE BU 3RD GROUP OF OC SPDs 6U POLYPHASER BRACKET POLY IG AND MOUNTING BR BRACKET 411 GPS CABLE NJ 2U POLYPHASER SURGE 1!0 MONITOR PROTECTOR UDA OR LINK CABLE OR MIW CABLE DOOR WITH 2X FAN AND FILTER AC POWER CABLE GROUND CABLE MMBS-BBU ELECTRICAL DETAILS MUDROOM ELECTRICAL DETAIL 2 LOAD NEW NEW CENTER BBU MMBS CABINET CABINET EXISTING TELCO EXISTING PROPOSED DEMARC AT PPC TELCO 5 4 3 2 1 0 MUDROOM (SEE NOTE 3) (H C (SEE NOTE 2) BOX) (SEE NOTE 1) # 110 AWG SEE ELECTRICAL ONE LINE DIAGRAM #6AWG DC CABLING WITHIN PRE MANUFACTURED HYBRID CABLES SECTOR 1 \ (3) BLACK SHIELDED 24 AWG SECTOR 2 REFER TO HYBRID CABLE SPECS CAT5e IN EXISTING CONDUIT SECTOR 3 (6) BLACK SHIELDED 24 DC POWER ELECTRICAL NOTES: AWG CAT5e IN PROPOSED MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM 00(2.75IN) ��r2A Ai�G' 2' CONDUIT a (1/'1, c MAXIMUM CABLE LENGTH DISTANCE IS 9MM (35.431N). WEATHER PROOFING SHALL INCORPORATE PPC WEATHER PROOFING TAPE KIT. COLD SHR®T,1�1 NOTES: BE USED. ��JJ��►► AN ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48VOC POWER DISTRIBUTI( sdj(,b.�, t� 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. AND FROM NEW BBU CABINET. nP�+��Y 2. CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL (6) RUNS OF CATSE INTO MMBS-BBU MUDROOM. -48 VDC CABLES BETWEEN NEW MMBS CABINET & RRVS ARE FACTORY ASSEMBLED AND EQi�(I�iRF,��(�Yi UIRED 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET. WITH ONE PRE -TERMINATED END. � ALL FIELD INSTALLED OC CABLING SHALL BE TYPE RHMIRHW AND SHALL BE UL THERMOSET INSULATED. MMBS JFRT LAYOUT ONDUITtRRU USAGE ATTERY GROUND SECTOR 1 3 SECTOR 2 4 SECTOR 3 5ATTERY TELCO RISER DETAIL 3 DC POWER DIAGRAM 1 4 (1ItED TUMILA 4 2015 CENTER NOTES 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. 22134' SCAL'e: 39'= i'-0• 22•x34• SCALE: 38' • P-0• EQUIPMENT GROUNDING & ROUTING PLAN (INTERIM) 1 EQUIPMENT GROUNDING & ROUTING PLAN (FINAL) ANTENNA GROUNDING PLAN (FINAL) 0 (E) SPRINT EQUIPMENT AREA O2 (E) SPRINT TELCO CABINET O3 (N) SPRINT 200A ELEC PANEL © (E) SPRINT DISCONNECT SWITCH Q IS) POWER CABINET TO BE REMOVED © (E) SPRINT BATTERY RACK 70 SE REMOVED 7O (E) SPRINT MCOCELL CABINET TO BE REMOVED O (E) CABLE LADDER (ABOVE) (N) SPRINT 02 AWO GROUND FROM (N) MUSS. CONNECTED TO (E) SPRINT MASTER GROUND BAR 1p (N) SPRINT BBU CABINET 11 ) SPRINT SPRINT NTAWG GROUND FROM BAR) SBU CABINET, CONNECTED TO (N) SPRINT POWER ROUTE 13 (N) SPRINT TELCO ROUTE 1q (N) SPRINT NO AWG GROUND FROM (N) SPRINT GPS ANTENNA TO (E) MASTER GROUND BAR IN) GROUND BAR 18 MECHANICAL LUG CONNECTION, TYP. 17 ANTENNA GROUND BUSS BAR NEAR ANTENNA MOUNTS. SEE GETAL SIE-5 FOR GROUND BAR CONSTRUCTION. SEE DETAIL S b 7IES FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL BIE-S FOR HYBRID GROUNDING. 18 (N)'XB AWG GROUND FROM ANTENNA GROUND BUSS BAR TO TIE INTO (E) SHELTER GROUNDING SYSTEM +9 MS AWO ANTENNA MOUNT GROUND TO ANTENNA GROUND BUSS BAR GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS, ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND STS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFRS PRACTICES, 3. ALL GROUND DONNECigN86HILLL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER TNHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. q. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRELESS, L-C. REPRESENTATIVE. S. REFER TO DIVISION IB GENERAL ELECTRIC: GENERAL ELECTRICAL PROVISION AND COMPLY WITHAL REOUIREMENTS OF GROUNDING STANDARDS. B. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. S. ALL EXISTING GROUND BARS, WIRES b CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY. ® 98 AWG GROUND FROM RRU UNITS TO ANTENNA GROUND BUSS BAR rN MN ©1 (E) POWER (SPRINT) CABINET CONNECTED TO EXISTING SPRINT !s, MASTER GROUND BAR SYMBOL DESCRIPTION ® (E) FINAL GROUNDLEAD FROM MASTER GROUND BARTO EXISTING GROUND BAR EQUIPMENT GROUND RING S MECHANICAL CONNECTION 23 (N)SPRI14T MMBS 0 CADWELD CONNECTION 2q (E)MASTER GROUND BAR l FIELD VERIFY b TIE INTO (E) 1 (E) SPRINT MOCELL CABINET CONNECTEO TO EXISTING SPRINT 1 �1 I MASTER GROUND BAR GROUNDING NOTES I. EXOTHERMIC WELDS (2) 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO SURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION (7_. W, _N•. •T) WITH 1• HIGH LETTERS. 3. ALL HARDWARE I" STAINLESS STEEL, INCLUDING LOCK WASHERS. COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND TMJ BEFORE MAG. ALL HARDWARE SMALL BE STAINLESS STEEL 391 INCH DIAMETER OR LARGER a, FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. S. NUT b WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND SOL7E0 ON THE BACK SIDE. INSTALL SLACK HEAT -SHRINKING TUBE, SOO VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. B. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER B. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER 9. SUPPLIED AND INSTALLED BY CONTRACTOR 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER THE SUBCONTRACTOR SMALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2) M2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS .FO2jMMUNDING CONNECTIONS TO THE TOWER AS q' 3' 2' V (Y 1 3 1 GROUNDING KEYNOTES I _ 4 I GROUNDING NOTES & GROUNDING LEGEND I cJ air TUY WILA 14 2015 CENTER ANTENNA SECTOR 1 ANTENNA SECTOR 2 ANTENNA SECTOR 3 1900 1900 1900 MHz MHz MHz SPRINT SPRINT SPRINT ANTENNA ANTENNA ANTENNA R HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRND. BAR COAX JUMPER I FT- — COAX JUMPER I I I- T � COAX JUMPER OC i 3I Ii 0 HYBRID CABLE INTERNAL GRO WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRND. BAR f-- 9y CC n =w g ¢I E HYBRID CABLE INTERNAL GRD WIRE TO BE 10 AWG Quaff m 2 g TRIMMED TO FIT AND ATTACHED TO GRND. BAR DC / FIBER LEGEND ■ EXOTHERMIC CONNECTION MECHANICAL CONNECTION CGS COLLECTOR GROUND BAR MGB MASTER GROUND BAR PROPOSED GPS UNIT , - #8 AWG WITH ., WEATHERPROOFING . COAX NEW MMSS CABINET -----------� ------- - �! gii HYBRID CABLE lN7ERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR -----------#2 AWG EMMBS GND BAR #2 AWG J --'---'� T T i III ' I —#6AWG COAX JUMPER 1 AT BOTTOM OF TOWER NEW SBU CABINET � i!2 AWG GROUNDING RISER DIAGRAM GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE. SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND ROOS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS. WELDING, METAL, TOOLS, ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24' BENDING RADIUS. 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH TWO (2) COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 0-5 HMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOWS: A. ONE (1) COPY TO OWNER REPRESENTATIVE S. ONE (1) COPY TO ENGINEER C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT ENCLOSURE B. ALL RADIO EQUIPMENT AND UTILITY CABINET GROUND LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 7. FOR ADDITIONAL GROUNDING NOTES . SEE SHEET E-1. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE 92 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE 42 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRES PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. SEPARATE PERMIT AND 1 c.f`1&D TUX'lLA 14 2015 r CENTER LB HOUSING FOR NOTES: INSPECTION ELA'iT C 1. DO NOT INSTALL CABLE GROUND KIT AT BEND. AND ALWAYS 12' T024' CT DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WINDOW 2' PORT ANTENNA CABLE REQUIRED FOR BUTT CONDUCTOR 2'PINS UID NEW WI ALL INTERIOR T BATTERY ADAPTOR 2• WEATHERPROOFING SHALL BEANOREWS. (TYPE6 PARTNUMBER INSULATION UP CT T AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) EXTERNAL TWO-HOLF AGAINST THE I, CABINET TOOTH CONNECTORS CONNECTOR FOR 1 RRU TO ANTENNAS S WEATHERPROOFING KIT 2117J MAX 918'OWMETER BARREL 114"MIN 6�-A RG9 X11I2' 1' ECT A/C (SEE NOTE 3) SB NUT IN 2.D CONOUTT TOTAL OF6 ONES PER T GROUND SECTOR IF THE SITE CABLE GROUND KIT 91S LOCK HAS BOTH 8009 1900 WASHER COG NET NB AWO STRANDED COPPER GROUND 1WIRE (GROUNDED TO GROUND BAR) SB FLAT WEATHERPROOFING (SEE NOTE 182) WASHYKR (TYP.) I ugy 1-LIQU67TIGHTSTANDARDGROUND UPUNG T188711 /.KIT(TVP)(SEF CONNECTION OF CABLE GROUND KIT TO CLEAR HEAT C CONDUITCONNECTOR SHRINK -2- RGS 2' LIQUID WEATHERPROOFING DET13E6) ANTENNA CABLE -T CLEAR KIT(TYP.) ANTENNA CABLE GROUNDING COPPER lyrom¢r. CONDUIT TO �' '•\ TIGHT ff8935 SEE NOTE 2 NOTES GROUNDING BAR HEAT NEW MM89 TO SHELTER(TYP.) SB FLAT WASHER SHRINK CABINET GREEN ANTENNA GROUND 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS /— DIRECT GROUND WIRE DOWN TO GROUND BAR. —SB BOLT (1 OF 2) i S q6 AWG BAR.SIMILART0 / CONTRACTOR TO K16057• ANT 2, GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH *DO NOT EXISTING GROUND MGB GROUND BAR NEAR - OISCONNECT' TAG RING VERIFY THAT THE 'f WO•HOLE LUG. GROUND BAR IS TOP OF MONOPOLE, ON ALL GROUND GROUNDED TO THE TOWER OR WAVEGUIDE 02TWNED BCW RING TOWER OR RING LADDER 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING BAR INTERCONNECTS EXOTHERMIC WELD TAPE KIT, COLD SHRINK SHALL NOT BE USED. AND EQUALIZERS DIAGRAMMATIC LAYOUT ONLY. MAY VARY. TYP COAX GROUNDING CABLE GROUNDING Z TWO HOLE LUG 3 CABINET GROUNDING SCHEMATIC 4 NOTE: 'PROVIDE NO.OX GREASE AT CONTACT RRU GROUNDS STRANDED CU WIRE 02 TINNED GROUND FROM ANTENNAIRRU SURFACE BETWEEN LUG AND GROUND BAR WITH GREEN, 600V, THHN/THWN �� MOUNTING PIPE INSULATION. S1ZEA8 SPECIFIED 'CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. II}HYBRID CABLE GROUND BAR ON / GROUND LEAD ANTENNATOWER TYPETA TYPE GT TYPE GR TYPE VB O O 000 O O 000 O EXISTING 4'117x174' THK, O Gj. 00 (0) cc) (0O TINNED GROUND BAR 8 CONNECTIONS. O O O O O O O O TYPE SS TYPE HS TYPE HA TYPE VS TYPE GL LUG TYPE PG TWO#10LE LUG, BOLTED TO GROUND BAR USING 3/8'46 x i 114'STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. TYPICAL EXOTHERMIC WELD CONNECTIONS 5 GROUND BAR CONNECTIONS 6 STRANDED CU WIRE WITH GREEN, NOTE: 600V, THHN/ WYN INSULATION. 'PROVIDE NO.OX GREASE AT CONTACT SIZE AS SPECIFIED SURFACE BETWEEN LUG AND GROUND BAR GROUND BARON WALL. GROUND LEADS TO EACH FLOOR OR ON ANTENNA SECTOR GROUND BAR TOWER COAX CABLE GROUND LEADS O O O O O O O O O 0 0 0 0 0 O O O O 0 ©O J EXISTING GROUND BAR OO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 QO QO O 6 CONNECTIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7W0-MOLE LUG. BOLTED TO GROUND BAR USING 3/8'-16 x 1 1/4'STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. EPARATE GROUND BARS AT BOTTOMFXOtHERMIC WELD WITH d2 AWG SOLID TINNED PERM iT AND OF TOWERS OR MONOPOLES BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, APPROVAL SHALL USE EXOTHERMIC 600V, THHN/THWN INSULATION TO ANTENNA APPROVAL CONNECTION, STRUCTURE. BUILDING. RING GROUND OR MGS REQuIREn MASTER GROUND BAR CONNECTIONS T NOT USED 1 8 GENERAL DYNAMICS WIRELESS SERVICES E17IZ0 TvKV ILA 14 2015 CENTER