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18-103848CITY OF Federal Way Centered on Opportunity September 20, 2018 Lorelei Foronda MD7, LLC 10590 West Ocean Air Drive, Suite 300 San Diego, CA 92130 lforonda@md7.com 3F258t1LCM1i Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor RE: Permit #18-103848-00-UP; PROCESS I — `DIRECTOR'S APPROVAL' Star Lake Water Tank - Sprint SE52XC241, 2649 South Star Lake Road, Federal Way Dear Ms. Foronda: The City of Federal Way's Department of Community Development has completed an administrative review of the proposed eligible facilities request to modify an existing Personal Wireless Facility (PWSF) located at the above -mentioned address. The proposed modifications include the removal and replacement of concrete slab, cabinet and H-frame, hybrid cables, GPS antenna, replace three (3) antennas with three (3) dual band antennas, and installation of auxiliary equipment on an existing water tank owned by Highline Water District. No expansion of the existing ground equipment is being proposed. The Process I application was submitted and determined to be complete on August 22, 2018. The eligible facilities request is found to be consistent with the provisions of the Federal Way Revised Code (FWRC) 19.256.020 Definitions "Eligible Facilities Requests" and does not exceed the "Substantial Change" thresholds. The Process I proposal is hereby approved based on the following statements of fact: Criteria 1 For facilities outside of public rights -of -way, the modification does not increase the height of the tower by more than 10%, or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater. Staff Response — There is no height increase. This criterion is met. Criteria 2 For structures outside of public rights -of -way, the modification does not protrude from the edge of the structure more than 20 feet, or more than the width of the structure at the level of the appurtenance, whichever is greater. Staff Response — Based on the elevation and site plan there is no increase in the width of the structure. This criterion is met. Criteria 3 If the installation includes new equipment cabinets, the modification does not include the installation of more than four equipment cabinets, or involve installation of ground cabinets that are more than 10 percent larger in height or overall volume than any other ground cabinets associated with the structure. Ms. Foronda September 20, 2018 Page 2 Staff Response = No new equipment cabinets are proposed. This criterion is met. Criteria 4 For all existing facilities, it does not entail any excavation or deployment outside the current site. Staff Response — No excavation or equipment will be installed outside the current site. This criterion is met. Criteria 5 If the facility requires screening methods, the proposed modification does not defeat the existing concealment elements of the eligible support structure. Staff Response — This proposal is consistent with currently existing concealment elements. This criterion is met. Criteria 6 The modification must comply with conditions associated with the siting approval of the construction or modification of the eligible support structure or base station equipment; provided, however, that this limitation does not apply to any modification that is noncompliant only in a manner that would not exceed the thresholds identified. Staff Response — The proposal does not violate any known conditions associated with prior approvals of the site. This criterion is met. PERMIT ISSUANCE REQUIRED Prior to any site work, the applicant shall verify if an electrical permit from the City's Building Division is required. For further information regarding the electrical permits, please contact the department's Permit Center at permitcenter@cityoffederalway.com or 253-835-2607. CLOSING This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this site. This Process I approval does not constitute approval of an electrical permit. The effective date of this decision is September 23, 2018, or three days from the date of this letter. Pursuant to FWRC 19.55.050, any person who received notice of this administrative decision may appeal the decision to the Federal Way Hearing Examiner by October 8, 2018. Any appeal must be in the form of a letter delivered to the Department of Community Development with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the Director's decision. No work on the proposal can commence until the end of the appeal period. In that you are the only party of record, you may waive your right to appeal by submitting a letter to this effect to the City of Federal Way, Department of Community Development. Waiver of the right to appeal does not affect the effective date of this decision. Work on the site may not commence until you have been issued the appropriate electrical permit. 18-103848-00-UP Doc, LD. 78285 Ms. Foronda September 20, 2018 Page 3 Per FVWRC 19.15. 1 00(l), this Process I approval is valid for one year from the effective date of this decision. If no further action is taken within one year, this decision will expire. A one-year extension of time may be granted only if a written request is submitted to the City's Department of Community Development at least 30 days prior to the expiration of the decision pursuant to FVWRC 19.15.110. If you have any questions regarding this decision, please contact Senior Planner Becky Chapin at 253- 835-2641 or becky.chapin@cityoffederalway.com. Sincerely, Brian Davis Community Development Director enc: Approved Site Plans/Elevations City of Federal Way Receipt for Payment 18-103848-00-UP Doc. I.D. 79285 t August 14, 2018 To: City of Federal Way Department of Community Development 33325 8th Ave. South Federal Way, WA 98003 VIA Nand Delivery RECEIVED AUG 2 2 2019 CrTy U°N -FDEVELWAY I yCOMMENT From: Md7, LLC Lorelei Foronda, Land Use 10590 W Ocean Air Drive, Suite 300 San Diego, CA 92130 (858) 754-2151 Iforonda@md7.com RE: Request for Minor Modification to Existing Wireless Facility - Section 6409/47 CFR § 1.40001("6409") Site Address: 30911 Pacific Highway S, Federal Way, WA, 98003 Prior Case No.: 05-106394-00-UP APN: 720480-0041 Sprint Project No.: SE52XC364 / Mirror Lake Tac161 Dear City of Federal Way, Department of Community Development: On behalf of Sprint, we are pleased to submit this request to for the proposed modification to Sprint's existing Wireless Communication Facility ("WCF") at the location referenced above, as an Eligible Facilities Request for a minor modification under Section 6409. Applicable Law In 2012, Congress passed the Middle Class Tax Relief and Job Creation Act of 2012, 47 U.S.C. § 1455(a). Section 6409(a) of the Act reads in pertinent part: ...a State or local government may not deny, and shall approve, anV eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (emphasis added). On October 17, 2014, the Federal Communications Commission adopted FCC Order 14-153 to help define the "substantially change" language of Section 6409(a). This Order was released to the public on October 21, 2014. It contained the following pertinent section (Section 188) dealing with modifications to approved cell towers: ...a modification substantially changes the physical dimensions of a tower or base station if it meets any of the following criteria: (1) for towers outside of public rights -of -way, it increases the height of the tower by more than 10% or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater; for those towers in the rights -of -way and for all base stations, it increases the height of the tower or base station by more than 10% or 10 feet, whichever is greater; (2) for towers outside of public rights -of -way, it protrudes from the edge of the tower more than twenty feet or more than the width of the tower structure at the level of the appurtenance, whichever is greater; for those towers in the rights -of -way and for all base stations, it protrudes from the edge of M D7, LLC md° the structure more than six feet; (3) it involves installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; (4) it entails any excavation or deployment outside the current site of the tower or base station; (5) it would defeat the existing concealment elements of the tower or base station; or (6) it does not comply with conditions associated with the prior approval of construction or modification of the tower or base station unless the non-compliance is due to an increase in height, increase in width, addition of cabinets, or new excavation that does not exceed the corresponding "substantial change" thresholds identified above. Sprint's Proposed Modification Does Not Substantially Change the WCF Sprint proposes to modify the existing WCF by removing and replacing (E) conc. slab with (N) 9'-6" x 9'x6" conc. slab, remove and replace (1)(E) cabinet and H-frame with (1) ECAB, (1) BCAB, (!) H-frame & (1) work light, remove and replace (1)(E) GPS antenna with (1)(N) GPS antenna, remove and replace (3)(E)antennas with (3)(N) dual band antennas, remove (3) 2.5 RRUs, remove and replace (3)(E) hybrid cables with (3)(N) hybrid cables, install (3)(N) 1900 MHz RRUs, install (3)(N) 2.5 antennas, install (3)(N) 2.5 RRUs, and install (3) 800 MHz RRUs, as further detailed and set forth within the previously submitted construction drawings prepared, signed, and sealed on July 19, 2018 by State of Washington professional engineer Wells Lind Holmes ("CDs"). As the CDs demonstrate, none of the aforementioned criteria apply to the proposed modification. Specifically, the proposal: (1) Does not increase the height of the WCF; (2) Does not protrude more from the edge of the WCF by more than twenty (20) feet (3) Does not involve installing new equipment cabinets at the site; (4) Does not involve any excavation or deployment outside the site; (5) Is consistent with the currently existing concealment elements of the WCF; and (6) Complies with all associated conditions of prior approval Conclusion Federal law prohibits City of Federal Way from exercising municipal discretionary review of Sprint's Building Permit application because it is an "eligible facilities request" that "does not substantially change" the physical dimensions of the existing WCF. As such, we request City of Federal Way approval of the project as required under Section 6409(a). Sincerely, sue. •�. Lorelei Foronda, Land Use Md7, LLC M D7, LLC CITY OF 10';:tSP Federal Way 41k RECEIVED MASTER LAND USE APPLICATION DEPARTMENT OF CommuNrrY DEVELOPMENT AUG t 2 2018 33325 8"' Avenue South Federal Way, WA 98003-6325 CITY OF FEDERAL WAY 253-835-2607; Fax 253-835-2609 COMMUNITY DEVELOPMENT www.cityoffederalway.com APPLICATION NO(S) Project Name SE52XC241 f g�22/1 U Date 08/14/2018 Property Address/Location 2649 S. Star Lake Rd., Federal Way, WA 98003 Parcel Number(s) 720480-0041 Project Description Sprint proposes to modify an existing unmanned telecommunication facilitE Reference page T-1 of the construction drawings PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference x Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information RS9.6 Zoning Designation Comprehensive Plan Designation Value of Existing Improvements $50,000 Value of Proposed Improvements International Building Code (IBC): U Occupancy Type II-B Construction Type Applicant Name: Lorelei Foronda, MD7 agent OBO Sprint Address: 10590 West Ocean Air Dr. Ste. 300 San Diego, CA 92130 City/State: San Diego, CA Zip:92130 Phone:858-754-2151 Fax: Email: lfornndn rnd7 rnm Signature: _,,w Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Jeremy Delmar Address: 23828 30th Ave. S City/State: Kent, WA Zip: 98032 Phone:206-592-8904 Fax: Email: jdelmar@highlinewater.org Signature: cktta— Bulletin #003 — January 1, 2011 Page 1 of 1 k:\HandoutsWlaster Land Use Application Sprint April 7, 2017 RE: Md7, LLC as representative for Sprint To Whom It May Concern: Md7, LLC and its employees are authorized representatives of Sprint and have been contracted to perform cellular site development (i.e. real estate leasing, land use entitlements, materials procurement, architectural engineering, equipment installation, design, and construction, etc.) on behalf of Sprint, in connection with their telecommunications facility. As an authorized representative of Sprint, Md7, LLC may submit/order (i.e. land use applications and permits, utilities, real estate leasing, etc.) on behalf of Sprint. Sincerely, Kevin Foy (206)-427-5856 Sprint Network Real Estate RECEIVED AUG 2 2 2018 CITY NOMCOMMUITYDEb LPEMr Site ID: WA-TAC163-A Lessee: CLEARWIRE LLC, NEVADA LIMITED LIABILITY COMPANY _ SITE LEASE AGREEMENT Amendment 1 to Site Lease Agreement The Site Lease Agreement Effective November 30, 2005 for WA-TAC163/Star Lake Water Tank between HIGHLINE WATER DISTRICT ("Lessor' or "Landlord"), a municipal corporation of the State of Washington, and Clearwire LLC, a Nevada Limited Liability Company is hereby amended as follows: Paragraph 2.2 is changed to read 2.2 The annual rent shall by and shall be due upon contract execution and shall be paid each year within thirty (30) days of the anniversary of the Effective Date. Any payments received more than thirty (30) days of the anniversary of the Effective Date shall include a late payment penalty of two (2) percent of the annual rent for each month or part thereof the payment is late. The annual rent for each Additional Lease Term shall be the annual rent in effect for the final year of the Initial Lease Term, or prior Additional Lease Term increased by a ten (10) per cent escalation in rent which shall be applied by the Lessor to account for inflation. For example, if the Lease is renewed automatically at the end of the Initial Lease Term pursuant to the terms of Section 1 "Term" of this A reement, because the annual rent in effect for the final year of the Initial Lease Term is the rent for each ear of the i ditional lease Term followin the Initial Lease Term shall be LESSOR LESSEE HIGHLINE WATER DISTRICT CLEARWIRE LLC, NEVADA LIMITED LIABILITY COMPANY By: _'� J 1& By: i > — Name: Matt Everett Name: John Storch Title: General Manager Title: V.P. Network Deployment Date: Date: v . RECEIVED AUG 2 2 20% CITY OF FEDERAL WAY COMMtJNUY DEVELOPMENT T Sprint ] UPGRADE: MASSIVE MIMO EQUIPMENT DEPLOYMENT SITE NAME: SPRINT CASCADE: SITE ADDRESS: SITE TYPE: DRAWING DESCRIPTION: STAR LAKE WATER TANK SE52XC241 2649 S. STAR LAKE RD FEDERAL WAY, WA 98003 WATER TANK CONSTRUCTION DRAWINGS PROJECT CONTACTS PROJECT DESCRIPTION PROJECT INFORMATION DRIVING DIRECTIONS SHEET INDEX FROM SPRINT OFFICE IN BELLEVUE. WA: T1.0 TITLE SHEET APPLICANT: SPRINT SPRINT PROPOSES TO MODIFY AN EXISTING SITE AS PARCEL #: 720480-0041 GET ON I-405 S FROM NE 8TH ST SP-1 SPRINT CONSTRUCTION SPECIFICATIONS 1000 124TH AVE NE, STE 201 BELLEVUE, WA 98005 FOLLOWS: JURISDICTION: CITY OF FEDERAL WAY 5 MIN (1.7 MI) SP-2 SPRINT CONSTRUCTION SPECIFICATIONS • REMOVE AND REPLACE (E) CONC. SLAB WITH (N) ZONING: RS9.6 FOLLOW I-405 S AND I-5 S TO S 272ND ST 1N KENT. PROPERTY OWNER: 9'-6" X 9'4' CONC SLAB TAKE EXIT 147 FROM 1-5 S A7.0 OVERALL SITE PLAN HIGHLINE WATER DIST. 23828 39TH AVE S REMOVE AND REPLACE (1) (E) CABINET AND COUNTY: KING 22 MIN (21.1 M1) A2.0 ENLARGED SITE PLAN & EQUIPMENT PLAN KENT, WA 98032 H-FRAME WITH (1) ECAB, (1) BCAB, (1) H-FRAME, & LATITUDE: 47° 21' 03.80" N (47.3511° N) DRIVE TO SSTAR LAKE RD IN FEDERAL WAY A3.0 ELEVATIONS ZONING PERMITTING AGENT: (1) WORK LIGHT LONGITUDE: -122° 18' 08.85' W (-I22.3025° W) 4 MIN (1.0 MI) M07 KATHLEEN DOAN-HA REMOVE AND REPLACE (1) (E) GPS ANTENNA WITH GROUND ELEVATION: 464.0' (ASML) TOTAL MILES: 23.8 MILES A3.1 ELEVATIONS 858-964-7430 (1) (N) GPS ANTENNA OCCUPANCY: U (UNMANNED COMMUNICATIONS FACILITY) TOTAL TIME: 30 MIN A4.0 ANTENNA PLANS AND SCHEDULE 10590 WEST OCEAN AIR DRIVE, SUITE 300 SAN DIEGO, CA 92130 • REMOVE AND REPLACE (3) (E) ANTENNAS WITH (3) A5.0 EQUIPMENT SPECIFICATIONS KDOANHA@MD7.COM (N) DUAL BAND ANTENNAS GROUP: II-B A5.1 EQUIPMENT SPECIFICATIONS SITE ACQUISITION AGENT: REMOVE (3) 2.5 RRUS POWER PROVIDER: PSE A5.2 EQUIPMENT SPECIFICATIONS MD7 ANTONETTE OCAMPO REMOVED AND REPLACE (3) (E) HYBRID CABLES TELCO PROVIDER: CENTURY LINK 858.964.7413 WITH (3) (N) HYBRID CABLES E1.0 ELECTRICAL DETAILS 10590 WEST OCEAN AIR DRIVE, SUITE 300 INSTALL (3) (N)1900 MHZ RRUS SAN DIEGO, CA 92130 AOCAMPO@MD7.COM INSTALL (3) (N) 2.5 ANTENNAS GOVERNING CODES PROJECT MANAGER: INSTALL (3) (N) 2.5 RRUS 2015 INTERNATIONAL BUILDING CODE SPRINT INSTALL (3) 800 MHZ RRUS •' THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS 1000 124TH AVE NE, STE 201 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE OWNER IS STRICTLY PROHIBITED. 2015 MECHANICAL SPECIALTY CODE BELLEVUE, WA 98005 KEVIN FOY VICINITY MAP LOCALIZED MAP 2015 INTERNATIONAL FIRE CODE CONSTRUCTION MANAGER: t 2017 NFPA 70 NATIONAL ELECTRICAL CODE SPRINT & s 1000 124TH AVE NE, STE 201 I 2015WASHINGTONSTATE ENERGY CODE BELLEVUE, WA 98005 WOODMONT - u �� MARK WEAVER BEACH N. 59 949.748.3482 Ie COMPLIANCE MARK.2.WEAVER@SPRINT.COM i �nc�s $TAR L0.N1 .. a INSTALLATIONIS UNMANNED/NOT FOR HUMAN NSTA HABITATION. HANDICAP ACCESS IS NOT REQUIRED ENGINEER OF RECORD: `k rm" PER A.D.A. VECTOR STRUCTURAL ENGINEERING 651 W. GALENA PARK BLVD., SUITE 101 , �� DRAPER, UT 84020 SE PRO ° WELLS L. HOLMES, AREA� 4r PH: 801.990.1775 R 1: n OIJAD � PROJECT AREA 921ft BI SieeR 9i�Np �y � e F Camelol Square � 1' 3 g 6i®NA Know what's below. : i 4' Call before you dig. 52fMh et sue, 9 SP rint 11 CAPITAL DESIGN SERVICES 21 D1 4TH AVE E. SURE 2D2 D LYMPIA, WA 96506 36D.915.675D WWW.CANTALDESIQNSERVICES.CDM and 7 EVSE Job #: U2619-092-181 yeCTOR DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VER. DATE DESCRIPTION 1 05/07/18 IPREUM CX DRAWINGS 4 07/11/18 F WINGS PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE TITLE SHEET SHEET NO. Tl .0 Dt L THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. SECTION 01 100 — SCOPE OF WORK 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF THE WORK: TESTING. SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, AND PORTIONS THEREOF. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. PRECEDENCE: SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR SITES C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT -IS NOT LIMITED TO THE FOLLOWING; INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE. 1. AZIMUTH, DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS - ANTENNALIGN ALIGNMENT TOOL (AAT) SITE FAMILIARITY: CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT 2. SWEEP AND FIBER TESTS DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED ON.SITE SUPERVISION: EQUIPMENT THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ACCORDANCE 4. ALL AVAILABLE JURISDICTIONAL INFORMATION WITH THE CONTRACT DOCUMENTS. 5. PDF SCAN OF REDLINES PRODUCED IN FIELD DRAWINGS, SPECI CATIONS AND DETAILS REQUIRED AT JOBSITE. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS -BUILT DRAWING AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. PRODUCTION A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY SPRINT CONSTRUCTION MANAGER AND ENGINEER OF RECORD OF ANY VARIATIONS PRIOR TO PROCEEDING WITH THE WORKDIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM THE CONSTRUCTION DOCUMENTS. METHODS OF PROCEDURE MO S FOR CONSTRUCTION; CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IH THE FOLLOWING INSTALLATION AND COMMISSIONING MOPS. A. TOP HAT B. HOW TO INSTALL A NEW CABINET C. BASE BAND UNIT IN EXISTING UNIT D. INSTALLATION OF BATTERIES E. INSTALLATION OF HYBRID CABLE F. INSTALLATION OF RRU'S G. CABLING H. TS-0200 REV 4 - ANTENNA LINE ACCEPTANCE STANDARDS I. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV I. J. COMMISSIONING MOPS SECTION 01 200 — COMPANY FURNISHED MATERIAL_ AND EQUIPMENT COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. NOTICE TO PROCEED: NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF WORK ORDER. SITE CLEANLINESS: CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. SECTION 01 400 — SUBMITTALS & TESTS ALTERNATES: AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL. SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED, TESTS AND INSPECTIONS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS AND PROJECT DOCUMENTATION. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING 1. COAX SWEEPS AND FIBER TESTS PER TS-0200 REV 4 ANTENNA LINE ACCEPTANCE STANDARDS. 2. AGL, AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA USING A COMMERCIAL MADE -FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA 7. LIEN WAIVERS B. FINAL PAYMENT APPLICATION 9. REQUIRED FINAL CONSTRUCTION PHOTOS 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS 11. ALL POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS DOCUMENT REPOSITORY OF RECORD). 12. CLOSEOUT PHOTOGRAPHS: A. PROVIDE PHOTOGRAPHS OF FINAL PROJECT PER THE FOLLOWING LIST. ADDITIONAL PHOTOGRAPHS MAY BE REQUIRED TO SUPPORT ACCEPTANCE PROCESSES (i) MAIN HYBRID CABLE ROUTE (MINIMUM TWO PHOTOS) (ii) PHOTOS OF EACH ANTENNA AND RRU (111) MANUFACTURERS NAME TAG FOR ALL SERIALIZED EQUIPMENT (iv) PULL AND DISTRIBUTION BOXES INTERMEDIATE BETWEEN RRU'S AND MMBS (DOOR OPEN) (v) MMBS CABINET WITH DOOR OPEN SHOWING MODIFICATIONS (vi) POWER CABINET, DOORS OPEN, BATTERIES INSTALLED (vii) BREAKOUT CYLINDERS (viii) ASR SIGNAGE FOR SPRINT OWNED TOWERS (ix) RADIATION EXPOSURE WARNING SIGNS (x) PHOTOGRAPH FROM EACH SECTOR FROM APPROXIMATELY RAD CENTER OF ANY NEW ANTENNA AT HORIZON. If LOAD PHOTOS TO SITERRA PROJECT LIBRARY 15. IN 15 CREATE NEW CATEGORY; 2.5 DEPLOYMENT, AND SECTION; PERMANENT CONSTRUCTION. LABEL PHOTOS WITH SITE CASCADE AND VIEW BEING DEPICTED. CAMERAS USED TO TAKE PHOTOGRAPHS SHALL GPS ENABLED SUCH THAT THE GPS COORDINATES ARE INCLUDED IN THE PHOTO MEDIA -FILE INFORMATION. COMMISSIONING: PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS INTEGRATION: PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS SECTION 07 500 — ROOF CUTTING. PATCHING AND —REPAIR SUMMARY: THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING -MOUNTED ANTENNAS, AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY OPENINGS IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, ANY EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS. 1.4 SUBMITTALS: A. PRE -CONSTRUCTION ROOF PHOTOS: COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH (MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. B. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 EA.) C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS. SECTION 09 900 — PAINTING QUALITY ASSURANCE: A, COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS. MATERIALS: A, MANUFACTURERS: BENJAMIN MOORE, ICI DEVOE COATINGS, PPG, SHERWIN WILUAMS OR APPROVED EQUAL. PROVIDE PREMIUM GRADE, PROFESSIONAL -QUALITY PRODUCTS FOR COATING SYSTEMS. PAINT SCHEDULE IF REQUIRED (FIELD VERIFY): A EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO FINISH COATS. PAINT FOR ANTENNAE SHALL BE NOWMETALLIC BASED AND CONTAIN NO METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE. B. ROOF TOP CONSTRUCTION: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND FINISH. PAINTING APPLICATION: 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATE 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, PRIMING AND COATING WORK COORDINATE WITH WORK OF OTHER SECTIONS. 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE -COAT OR REMOVE AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION. 4. CLEAN UP, TOUCH UP AND PROTECT WORK TOUCHUP PAINTING: 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER ERECTION OR MOUNT INSTALLATION WITH-GALVANOX,- -DRY GALW OR "ZINC-IT.- 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. SUMMARY: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRU'S, AND CABLE EQUIPMENT, INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. ANTENNAS AND RRU'S: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE CONSTRUCTION DRAWINGS. HYBRID CABLE: HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE CABLE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS. JUMPERS AND CONNECTORS: FURNISH AND INSTALL 112' COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS. JUMPERS SHALL BE TYPE LDF 4, FLC 1250, CR 540, OR FXL 540. SUPER -FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 112 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE. DO NOT USE SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS WITH A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END, MANUFACTURED BY SUPPLIER. IF JUMPERS ARE FIELD FABRICATED, FOLLOW MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF CONNECTORS REMOTE ELECTRICAL TILT (RE) CABLES: MISCELLANEQUS: INSTALL SPUTTERS. COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. ANTENNA INSTALLATION: THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. 5 P ring .. f.( CAPITAL DESIGN SERVICES y 21 DI-AVE E. SMITE 2D2 .-IA. PIA. WA 9SSD6 3SG.919.615o W W W.CAPITALDESIDNSER VICES.0 and J SE Job #: U2619-092-181 vECTa� a n o l n e e re n DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VER. DATE DESCRIPTION 1 05/07/18 IPREUM CX DRAWINGS 4 0711111E F WINGS PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE SPRINT SPECIFICATIONS SHEET NO. SP-1 SE91108 11 800 - INSTALLATION OF MULTIMODAL BASES ONS iMMBS) AND RELATED EQUIPMEN A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1 DEGREE. B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE DRAWINGS. HYBRID CABLES INSTALLATION: A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S SPECIFICATIONS FOR BENDING RADII. C. EXTREME CARE SHALL BETAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND INSTALLATION. 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX LADDER AT 4'-0" OC USING NON-MAGNETIC STAINLESS STEEL CLIPS. 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: a. FIBER: SUPPORT FIBER BUNDLES USING''/:" VELCRO STRAPS OF THE REQUIRED LENGTH @ 18" OC. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL. b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL. 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CUPS. 4. CABLE INSTALLATION: a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES RECOMMENDED MAXIMUM BEND RADIUS. 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED ON DRAWINGS. 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 REV 4. 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED ALPHA -NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1 DC CIRCUIT BREAKER LABELING A LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE- EN 2012-001. REV 1. SUMMARY: A THIS SECTION SPECIFIES MMBS CABINETS, POWER CABINETS, AND INTERNAL EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS SUPPORTING DEVICES: A MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: 1. ALLIED TUBE AND CONDUIT 2. B-LINE SYSTEM 3. SUNISTRUT DIVERSIFIED PRODUCTS 4. THOMAS 8, BETTS B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS: 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. 2. POWER -DRIVEN THREADED STUDS: HEAT -TREATED STEEL, DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING -TENSION CLAMPS ON STEEL. 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL STRUCTURES. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. SUPPORTING DEVICES: A INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH NEC. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: WEATHERPILQQFING EXTERIOR CONNECTORS GROUND KIT : D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE PROOF TEST LOAD. A. ALL FIBER 8. COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. I. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE WRAP OF 2" ELECTRICAL TAPE EXTENDING 2" BEYOND TUBING. PROVIDE 3M COLD SHRINK CXS SERIES OR EQUAL. 2. SELF -AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF SELF -AMALGAMATING TAPE 2" BEYOND CONNECTOR. APPLY A SECOND WRAP OF SELF -AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2" WIDE ELECTRICAL TAPE EXTENDING 2" BEYOND THE SELF -AMALGAMATING TAPE. 3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE SECTION 11 800 - IN TALLA ION OF MULTIMODAL BASE STATIONS (MMBS) AND RELATED EQUIPMENT SUMMARY: A THIS SECTION SPECIFIES MMBS CABINETS, POWER CABINETS, AND INTERNAL EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS E. USE VIBRATION AND SHOCK -RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS. ELECTRICAL IDENTIFICATION: A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT CONDUIT: A RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND SHALL BE LISTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWEEP RADIUS ELBOWS. D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO-GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3, FEDERAL SPECIFICATION W W-C-563, AND SHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND, ORAPPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL. F. MINIMUM SIZE CONDUIT SHALL BE 3/41NCH (21MM). HUBS AND BOXES: A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. HUB SHALL INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. B. CABLE TERMINATION FITTINGS FOR CONDUIT 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL. 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO-CL2075; OR MADE FOR THE PURPOSE PRODUCTS BY ROXTEC. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAB SERIES OR EQUAL. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE -D-, CROUSE-HINDS, COOPER, ADALET, APPLETON, O-Z GEDNEY, RACO, OR APPROVED EQUAL SUPPLEMENTAL GROUNDING SYSTEM A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS AS INDICATED. B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. C. STOLEN GROUND -BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. EXISTING STRUCTURE: A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED OR DE -ENERGIZED AND CAPPED IN THE WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. CONDUIT AND CONDUCTOR INSTALLATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERSTO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUITOUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. SPRINT SUPPLIED MATERIALS: A. BBUS, BATTERY CABINETS, MMBTS CABINETS, RRUS, RETS, ANTENNAS AND BRACKETS, HFCS BATTERIES, JUMPERS, OEM SPECIFIC EQUIPMENT (CARD, SHELF, OR CABINET) THAT NEEDS TO BE INSTALLED IN OR NEXT TO MMBTS CONTRACTOR SUPPLIED MATERIALS: A. CONDUIT IN LENGTH LESS THAN OR EQUAL TO 5 FEET, WIRE, BREAKERS, GROUNDING CABLE, ANTENNA AND LINE INSTALLATION HARDWARE, CONDUIT CLAMPS, CONDUIT CONNECTORS, WATERPROOFING MATERIALS, GROUNDING KITS, HOISTING GRIPS, SNAP -IN HANGERS WITH GROMMETS, BUTTERFLY HANGER KITS, COAX BLOCKS AND HARDWARE, ANGLE ADAPTERS, U BOLTS, AND OTHER MISCELLANEOUS HARDWARE, CROSSOVER PLATES, RET CABLES PIPE MOUNTS, PIPE TO PIPE MOUNTS, ICE BRIDGES IN LENGTHS LESS THAN OR EQUAL TO 5 FEET LIQUID TIGHT, COMMON CONSUMABLES, INCLUDING BUT NOT LIMITED TO TAPES, SOLVENTS, ADHESIVES, LUGS, NUTS, BOLTS, WASHERS, ETC. B. SUCH OTHER MINOR MATERIALS NOT SPECIFICALLY MENTIONED IN THIS SECTION BUT WHICH ARE REASONABLE NECESSARY TO COMPLETE THE SERVICES. SR rint CAPITAL DESIGN SERVICES r 2101 4TH AVE E. SMITE 2D2 OLYMPIA. WA 95506 36D.91 5.6750 W W W.CAPITALDE91GN.-VICE9.COM md7. VSE Job M U2E119-092.181 W ECTOR ■ rt a t n e ■ re a DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VEERDATE .05/07/18 DESCRIPTION PRELIM CX DRAWINGS 07/11/18 FkjLjekRWINGS PROJECT INFORMATION STAR LAKE WATER TANK S E52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE SPRINT SPECIFICATIONS SHEET NO. SP-2 NOTES: rI n f � I. THE OVERALL SITE PLAN IS GENERATED FROM MULTIPLE SOURCES ■ INCLUDING, BUT NOT LIMITED TO, GIS MAPS, AERIAL MAPS, PHOTOS, IMAGES, AND TOPOGRAPHIC SURVEY (IF PROVIDED). 1 (E) PROPERTY LINE (ADJACENT PARCEL), TYP 25t� �R S• (E) LINE OF TREE (E) FORESTED J / CANOPY (TYP) AREA (E) PROPERTY LINE ' \ (PRIMARY PARCEL), TYP I (E) FENCED COMPOUND \ PROJECT AREA SEE A2.0 (E) GRAVEL ACCESS ROAD (E) RESIDENCE [TYP) (E) WATER TANK \\ INGRESS & EGRESS ��� FROM S. STAR LAKE RD O s ® / O O d; �j1, o M l Hp d I,o SITE PLAN APLO-VAb le i Permit I I N S. 280TH PL I 11 X 17 SCALE: 1"= 100'-0 0' 50100, 20( 1 OVERALL SITE PLAN 122X34SCALE: 1"=50'-0" CAPITAL DESIGN SERVICES 91 O1 4TH AVE E. SUITE 909 O LYM PIA. WA 985DG "i� 3fiC.915.fi75D WWW.CAPI TALDESIDN8ERVICES.00M md7- ]VSE Job M U261"92-181 'VECTOR DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VIER. I DATE DESCRIPTION 1 OS/07/11PRELIM CX DRAWINGS 4 07111I18 FLL4a %XA;P_AWINGS S)0 � Rye 0711912018 PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 I SHEETTITLE OVERALL SITE PLAN �+I( SHEET NO. Al .0 _i- 1 )MPOUND 0 Cb OUTDOOR EQUIPMENT ONE ONC. PAD WITHIN FENCED COMPOUND, SEE NOTE I (N) HYBRID CABLES, TYP OF 3; CABLE ROUTE TO FOLLOW (E) CABLE ROUTES, TYP OF 3 G O 4� a (E) ACCESS LADDER CAGE 04 S h01 �(E) GRASS AREA W—Awl�w'AV07 (N) SPRINT ANTENNAS & ANCILLARY EQUIPMENT, TYP OF 6 - SEE A4.0 (E) SPRINT STEEL PLATFORM ON TOP OF (E) WATER TANK (E) SPRINT MICROWAVE ANTENNAS, TYP // (E) WATER J TANK ro Ma hO ITNG ' a '° d AD (E) CONCRETE BASE (E) LINE OF TREE CANOPY (TYP) (E) GRASS AREA 9 (E) BUILDING NOTES: 1. PRIOR TO MODIFICATION OF EQUIPMENT OR BATTERY CABINET LOADING, IF APPLICABLE, ADEQUACY OF EXISTING STRUCTURE TO SUPPORT THE CABINETS TO BE ANALYZED AND VERIFIED BY OTHERS. 2. GC TO VERIFY JUMPER LENGTH AND QUANTITY (E) H-FRAMES TO BE REPLACED (E) HYBRID CABLES, TYP O 3; TO BE REMOVED 12 I (E) EQUIPMENT LAYOUT 11X17SCALE:NTS 22 X 34 SCALE: NTS (N) SPRINT GPS ANTENNA, MOUNTED ON CABINET, SEE NOTE 1 (N) SPRINT WORK LIGHT, SEE NOTE 1 (N) SPRINT ECAB/BCAB It— CABINET, MOUNTED ON (N) SPRINT 9'-6" X 9'-6"CONCRETE PAD, SEE NOTE 1 & A5.2 9'-6" (N) SPRINT H-FRAME W/ PPC ' CABINET ,TELCO CABINET, & MEIER, SEE NOTE 1 & A5.2 (N) HYBRID CABLES, TYP OF 3: CABLE ROUTE TO FOLLOW (E) ROUTES 11 X 17 SCALE: NTS 3 I (N) EQUIPMENT LAYOUT I I X 17 SCALE: NTS 1 ENLARGED SITE PLAN 22X34SCALE: NTS 22X34SCALE: NTS S rint>* JP E) CABINET &CONCRETE AD TO BE REPLACED CAPITAL DESIGN SERVICES 21 C1 - AVE E, SUITE 2C2 PIA, WA 98506 / \ 36C.915.6750 WWW CAPITALDE9IGNSERVICE9.COM mil �1 7 -j VSE Job M U261"92-181 *ECTOR n a I n a e■ a DRAWN BY: JL F m o CHECKED BY: CL I DRAWING VERSION E DATE DESCRIPTION 05/07/18 PRELIM CX DRAWINGS 07/11/18 F WINGS PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE ENLARGED SITE PLAN SHEET NO. A2.0 (E) SPRINT ANTENNA RAD CENTER ALPHA & GAMMA SECTORS AILA A� (E) TOP OF TANK EXISTING NORTH ELEVATION NOTES: 1. THE PROJECT CM / PM TO VERIFY ANY REQUIRED PAINTING REQUIREMENTS FOR PROPOSED TOWER, ANTENNAS, ANCILLARY EQUIPMENT, CABLES, AND HARDWARE PRIOR TO ORDERING / INSTALLING EQUIPMENT. 2. EXISITING ANTENNA MOUNTS SHALL COMPLY WITH STANDARDS AS REQUIRED BY SPRINT, SEE A4.0 (E) ANTENNA MOUNT PIPE W/ KICKERS (TYP OF 4) (E) ANTENNA, TYP OF (1) PER SECTOR, TOTAL OF (3), TO BE REPLACED (E) RRU, TYP OF (1) PER SECTOR, TOTAL OF (3), TO BE REMOVED (E) SPRINT ANTENNA RAD CENTER BETA SECTOR MAD' AGL (E) ACCESS LADDER (E) 104.0' WATER TANK (E) HYBRID CABLE ROUTE, TYP OF 3 TO BE REMOVED (E) SPRINT OUTDOOR EQUIPMENT ON CONC. PAD (E) CONCRETE BASE 11 X 17 SCALE: 1" = 20'-0" 1 0' 10, 20' t0- I 22 X 34 SCALE: 1" = 10'-0" 2 NJ SPRINT ANTENNA RAD CENTER A Ati IEl TOP OF TANK PROPOSED NORTH ELEVATION 11 X 17SCALE: 1"=20'-0" 22 X 34 SCALE: 1" = 10'-0" (N) SPRINT 800/1900 ANTENNAS & RRUS, TYP OF (1) PER SECTOR, TOTAL OF (3) (N) SPRINT 2500 ANTENNAS & RRUS, TYP OF (1) PER SECTOR, TOTAL OF (3) (E) ANTENNA MOUNT PIPE W/ KICKERS (TYP OF 4) ACCESS LADDER (E) 104.0' WATER TANK; CAPACITY OFTOWER &ITS FOUNDATION TO SUPPORT PROPOSED LOADING TO BE PROVIDED BY OTHERS (N) HYBRID CABLES TYP OF 3; CABLE ROUTE TO FOLLOW (E) ROUTES (E) SPRINT OUTDOOR EQUIPMENT ON CONC. PAD (E) CONCRETE BASE SP rint CAPITAL DESIGN SERVICES 21D1 4TH AVE E, 6UITE 2D2 O LYM PIA. WA 98SC6 36D.91 5.675D WWW.CAPITALDESIGNSERVICES.CDM and-, LVSE Job #: U2619-092-181 >YECTCR e n v 1 n e e p e DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VER. DATE DESCRIPTION 1 05/07/18 PRELIM CX DRAWINGS 4 07il1118rmXQRAWINGS PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE ELEVATIONS SHEET NO. A3.0 (E) SPRINT ANTENNA RAD CENTER BETA SECTOR ±104.0' AGL (E) ANTENNA, TYP OF (1) PER SECTOR, TOTAL OF (3). TO BE REPLACED (E) RRU, TYP OF (1) PER SECTOR, TOTAL OF (3), TO BE REMOVED (E) ACCESS LADDER (E) 104.0' WATER TANK (E) HYBRID CABLE ROUTE, TYP OF 3 TO BE REMOVED (E) CONCRETE BASE NOTES: 1. THE PROJECT CM / PM TO VERIFY ANY REQUIRED PAINTING REQUIREMENTS FOR PROPOSED TOWER, ANTENNAS, ANCILLARY EQUIPMENT, CABLES, AND HARDWARE PRIOR TO ORDERING / INSTALLING EQUIPMENT. 2. EXISTING ANTENNA MOUNTS SHALL COMPLY WITH STANDARDS AS REQUIRED BY SPRINT, SEE A4.0 (E) ANTENNA MOUNT PIPE W/ KICKERS (TYP OF 4) (E) SPRINT ANTENNA RAD CENTER ALPHA & GAMMA SECTORS 1109.6 A fEl TOP OF TANK :kWC0' AGL (N) SPRINT 2500 ANTENNAS & RRUS, TYP OF (1) PER SECTOR, TOTAL OF (3) (N) SPRINT 800/1900 ANTENNAS & RRUS, TYP OF (1) PER SECTOR, TOTAL OF (3) (E) ACCESS (E) 104.0' WATER TANK; CAPACITY OF TOWER & ITS FOUNDATION TO SUPPORT PROPOSED LOADING TO BE PROVIDED BY OTHERS (N) HYBRID CABLES TYP OF 3; CABLE ROUTE TO FOLLOW (E) ROUTES (E) CONCRETE BASE IF GG- ,_- P.ADE 0.-c.. EXISTING SOUTH ELEVATION 11 X 17SCALE: 1"=20'-0" o' '° `I 12 I PROPOSED SOUTH ELEVATION 22 X 34 SCALE: 1" = 10'-0" (E) ANTENNA MOUNT PIPE W/ KICKERS (TYP OF 4) N SPRINT ANTENNA RAD CENTER ±09.'A L E ipP OF TANK - ±104.0' AGL 11 X 17 SCALE: 1"= 20'-0" 10' 10, 20 40' 22 X 34 SCALE: 1" = 10'-0" S ri nt> - •I CAPITAL DESIGN SERVICES 21 O1 4TH AVE E, 6UITE 203 - DLYMPIA, WA 98606 360.915.675D W W W. DAPITALDE910N9ERVICE9.DOM md7. PSE Job #: U2619-092-181 ECTCR rt D I n R R R a DRAWN BY: JL CHECKED BY: CL DRAWING VERSION DESCRIPTION EIDATE 05/07/1B PRELIM CX DRAWINGS 07/11/18 F WINGS PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEEP TITLE ELEVATIONS SHEET NO. A3.1 (E) 6" X6'-Al /4' BASE PLATE ATTACHED TO (E) WATER TANK W/ BELZONA ADHESIVE (E) ANTENNA, TYP OF (1) PER SECTOR, 1 TOTAL OF (3), TO BE REPLACED y 2 q� s (E) RRU, TYP OF (1) PER SECTOR, TOTAL OF (3), TO BE REMOVED iG 7 m (N) SPRINT 2500 ANTENNAS, TYP OF (1) PER SECTOR, TOTAL OF (3) �� y NOTE: ri nt> CONTRACTOR TO VERIFY AND CORRECT, AS NEEDED, ALL ANTENNA AZIMUTHS AND TILTS. ANTENNAS TO MATCH EXISTING AZIMUTH. PAINT TO MATCH IF NEEDED. (N) (1) 1900 RRU, (1) 800 RRU MOUNTED BELOW ANTENNAS PER SECTOR, TOTAL OF (3) EACH (N) SITEPROI PIPE -TO -PIPE CLAMP (TYP OF 2) (PART #: UPCI OR EQUIVALENT) (N) SPRINT (1) 2500 RRU = RN BETA SECTOR MOUNTED BELOW ANTENNAS PER SECTOR, TOTAL OF (3) (E) PLATFORM (E) ACCESS LADDER CAGE (N) ANTENNA MOUNT PIPE CROSS BRACING (TYP OF 3) �tq4° (E) SPRINT MICROWAVE ANTENNA (TYP) (N) (PART #: CROSSOVER PLATE KIT AS NEEDED (PART #: SCX43-K OR EQUIVALENT) S (N) SPRINT 800/1900 ANTENNAS, TYP (E) ANTENNA MOUNT PIPE W/ KICKERS OF (1) PER SECTOR, TOTAL OF (3) (TYP OF 4) C9 k fNBISTAs (E) ANTENNA MOUNT PIPE F A M E470R W/ KICKERS (TYP OF 4) [, - E 86T, SECTOR O¢ 4 +�f N Sr'l i q (N) SITEPROI PIPE -TO -PIPE CLAMP (TYP N OF 2) (PART #: UPC OR EQUIVALENT) (E) SPRINT MICROWAVE ANTENNA 20 NOT SHOWN FOR CLARITY 1 EXISTING ANTENNA PLAN 11X17SCALE:NTS 2 1 NEW ANTENNA PLAN 11X17SCALE:NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS (N) SPRINT ANTENNA W/ MOUNTING BRACKET, TYP, ATTACH TO PIPE PER MFR RECOMMENDATIONS (N) ANTENNA PIPE MOUNT (TO BE A MIN. OF 2' SCH. 40 (A53 GR B, GALVANIZED) (N) SPRINT RRU TYP W/ MOUNTING BRACKET, TYP, ATTACH TO PIPE PER MFR RECOMMENDATIONS (E) WATER TANK (E) PLATFORM NOT SHOWN FOR CLARITY (E) W SCH. 80 ANTENNA MOUNT PIPE W/ KICKERS (TYP OF 4), VERIFY; (E) 5/8" DIA. A307 BOLTS AT EA END ATTACHING TO (E) GUSSET PLATES W/ WELD TO BASE PLATE (N) SITEPROI CROSSOVER PLATE KIT AS NEEDED (N) ANTENNA MOUNT PIPE CROSS BRACING 2" SCH. 40 (A53 GR B, GALVANIZED), TYP OF 3 INSTALL THREE (NJ HYBRID CABLES; SECURE EXCESS CABLES W/ COAX BLOCKS & GROMMETS PROPOSED ANTENNA SCHEDULE SECTOR NEW / EXISTING QTY TECHNOLOGY RAD CENTER AZIMUTH MFR EQUIPMENT MODEL DIMENSIONS (L x W x D) HYBRID LENGTH WEIGH (LBS) ALPHA 1 NEW 1 800/1900 109.6' 340° RFS APXVBBLLI5X_43-C-120 66_7' X 19.&' X 8.5" ±164 LF 75.0 ALPHA 2 NEW 1 2500 109.6' 340° COMMSCOPE TTTT65AP-1XR 63.4" x 12.0" x 4.6" ±164 LF 33.3 BETA 1 NEW 1 800/1900 109.6' 100° RFS APXVBBLLI5X 43-C420 66.7' X 19.6" X 8.5" ±164 LF 75.0 BETA 2 NEW 1 2500 109.6' 100° COMMSCOPE TTTT65AP--1XR 63.4' x 12.0" x 4.6" ±164 LF 33.3 GAMMA 1 j NEW 1 1 1 8MI19 1 109.6' 1 220° 1 RFS APXVBBLL15X 43-C-120 66.7'X 19.6'X8.5' ±164 LF 75.0 IGAMMA21 NEW 1 1 1 2500 1 109.6' 1 220° 1 COMMSCOPE TTTT65AP-1 XR 63.4' x 12.U' x 4.6" ±164 LF 1 33.3 3 1 MOUNTING DETAIL 1 4 1 SCHEDULE NOTE: ALL ANTENNA AZIMUTHS TO MATCH EXISTING ANTENNA AZIMUTHS CONTRACTOR TO VERIFY ALL JUMPERS AND LENGTH QUANTITY CAPITAL DESIGN SERVICES 14TH AVE E. SMITE 202 - CLYMPIA, WA 98-6 36C.915.6750 W W W.CAPITALCE916N9ERVICES.COM md7. *C-C'VSE Job #, U2619-092-181 TOR n el n E E R e DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VER. DATE DESCRIPTION 1 05/07/18 PRELIM CX DRAWINGS 4 07/11/I6 F WINGS PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE ANTENNA PLANS AND SCHEDULE SHEET NO. A4.0 ANTENNA MODEL #: APXVBBLLLSX 43-C-120 DIMENSIONS: LENGTH: 667 WIDTH: 19.6" DEPTH: 8.5" WEIGHT: 37.4 LBS FREQUENCY BAND: 696-960 MHz 1695-2690 MHz QTY OF RF CONNECTORS: (8) TOTAL MANUFACTURER: RFS NOTES: MOUNT ANTENNA PER MANUFACTURER RECOMMENDATIONS. A AITCAIAI A MODEL #: TTTT65AP-1-XR DIMENSIONS: LENGTH: 63.4' WIDTH: 12ff DEPTH: 4.6' WEIGHT, 33.3 LBS FREQUENCY BAND: 2496-2690 QTY OF RF CONNECTORS: (8) TOTAL MANUFACTURER: COMMSCOPE NOTES: MOUNT ANTENNA PER MANUFACTURER RECOMMENDATIONS. F SPRINT ANTENNA, TYP j ANTENNA MOUNTING HARDWARE OVIDED BY ANTENNA MFR, INSTALL R MFR RECOMMENDATIONS ) 2" STANDARD (2.375" O.D. X 0.154- ICK) MOUNTING PIPE (UNO) 3WN-TILT BRACKETS (TYP) SITEPROI CROSSOVER PLATE KIT NEEDED; CONTRACTOR TO VERIFY E DIAMETERS OUNT ASSEMBLY 1 1 DUAL BAND ANTENNA SPECIFICATIONS I I I X 17 SCALE: NTS 2 12.5 ANTENNA SPECIFICATIONS 11 XI 7 SCALE: NTS 3 ANTENNA BRACKET MOUNTING DETAIL 111 X 17 SCALE: NITS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS I I 22 X 34 SCALE: NTS RRH-C4 DIMENSIONS: HEIGHT: 12.6' WIDTH: 12.6' DEPTH: 7.69' WEIGHT: ±55.0 LBS MANUFACTURER: SMASUNG NOTES: MOUNT RRU PER MANUFACTURER RECOMMENDATIONS. V 1-1 r ) 1900 RRU DIMENSIONS: HEIGHT: 23.8" WIDTH: 9.0" DEPTH: 13.8" WEIGHT: ±55.0 LBS MANUFACTURER: SMASUNG NOTES: MOUNT RRU PER MANUFACTURER RECOMMENDATIONS. 4 800 RRU 11X17SCALE:NTS 5 11900 RRU I1X17SCALE:NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS DIMENSIONS: HEIGHT: 18.61 WIDTH: 15.5' DEPTH: 9.45' WEIGHT: ±71.82 LBS MANUFACTURER: SMASUNG NOTES: MOUNT RRU PER MANUFACTURER RECOMMENDATIONS. 6 1 2500 RRU @ I I XI 7 SCALE: NTS 6 I NOT USED 22 X 34 SCALE: NTS Sp ri n0lo CAPITAL DESIGN SERVICES 21D1 AT H AVE E, SMITE 2D2 D LYM PIA. WA 9-5 36D.9 7 5.6750 WWW.CAPITALDESIGNSERVICE9.COM e >VSE Job #: U2619-092-181 UECTCR e n Y I n Q 4 R. III DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VER. DATE DESCRIPTION 1 05/07/18 IPREUM CX DRAWINGS 4 07/11/16 F WING$ PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE EQUIPMENT SPECIFICATIONS SHEET NO. A5.0 ECAB MODEL #: ESOA220-SCA02 DIMENSIONS: HEIGHT: 73.5" WIDTH: 30.0" DEPTH: 38.0" WEIGHT: 505 LBS MANUFACTURER: ELTEK NOTES: MOUNT PER MANUFACTURER RECOMMENDATIONS. 0 BCAB MODEL #: ESOF020-ECV02 DIMENSIONS: HEIGHT: 70.00" WIDTH: 16.54" DEPTH: 34.72" WEIGHT: 330 LBS W/OUT BATTERIES MANUFACTURER: ELTEK NOTES: MOUNT PER MANUFACTURER RECOMMENDATIONS. IN] TELCO CABINET MODEL #: 3922004700 DIMENSIONS: HEIGHT: 36.00" WIDTH: 24.00" DEPTH: 23.00" WEIGHT: 50 LBS MANUFACTURER: ELTEK NOTES: MOUNT PER MANUFACTURER RECOMMENDATIONS. m 1 ECAB SPECIFICATIONS 11X17SCALE:NTS 2' BCAB SPECIFICATIONS 11X175CALE:NTS 3 I TELCO CABINET SPECIFICATIONS 11X17SCALE:NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS PPC CABINET MODEL #: 5811122036 DIMENSIONS: HEIGHT: 36.09' WIDTH: 24.W' DEPTH: 10.00" WEIGHT: 80 LBS MANUFACTURER: ELTEK NOTES: MOUNT PER MANUFACTURER RECOMMENDATIONS. In IFC CHAPTER 6 COMPLIANCE 1011E 9IGTRiXYIE -I2 EATIBtES K 2.49 GILD M1TBW - 29.M CAL 01AIM c5O6ALQ G[CnUYM RIC CWM Q SIX= GOE NM ARIL" BATTERY INFORMATION ®11TM IRIMMLYIEOATA- I & LICNOB OOlIM TOTAL/OF IM11 6.MUM =AL®ECIROLYR R5111IME AG04Rl1FRlIAif EA017m man 5A1m UV05 VfalW R7+AU IQ W061If R!» I'EL _ ACD or YOL � MA O UI1I I1Nf t2 27.25LOS IM190 2.49GAL 5E1 1.45GAL/L49GAL SBUMgC TOTAL AM WWf TOfALSLUUW TUrALUM51 SULFLRIVd11U! C TOfALMMW . TOIALWWQ9X AM Bf WMW MTZWMU?M we= VOUJAR KAU WMIT in A(D wwff / LMf 40.8S-11.12L05/27.25M 17.4r.AL-I'WM' .451LMT 1}3.97L't5-12mrr5if11.1aLm 4 PPC CABINET SPECIFICATIONS 11X17SCALE:NTS 5 I BATTERY INFO 11X175CALE:NTS 6 I NOT USED 11X17SCALE:NTS �2 X 34 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS - SP rint)llp CAPITAL DESIGN SERVICES - 2101 4TH AVE E. SUITE 202 0 YMPIA, WA 9SS06 360.91 6.fi7fi0 W W W. CAPITAL0E910NSERVICES.COM md7 ]VSE Job #: U2619-092-181 VECTOR r n v/ n c a Re DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VER. DATE DESCRIPTION 1 05/07/18 PRELIM CX DRAWINGS 4 07/11/18 F WINGS PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE EQUIPMENT SPECIFICATIONS SHEET NO. A5.1 GPS ANTENNA PER SPRINT; PCTEL GPS-TMG-HR-26N OR APPROVED EQUAL; FINAL MOUNTING HEIGHT AND LOCATION PER RF ENGINEER GPS MOUNT; TMR-LMNT ANTENNA MOUNT ATTACHED TO PIPE 1" 41 STD. PIPE; LENGTH AS REQ'D TO OBTAIN DESIRED HEIGHT SITEPROI OR APPROVED EQUAL GPS WALL MOUNT COAXIAL CABLE CABINET NOTES: 1. SLOPE CONCRETE 1 /4" PER FOOT MININUM. 2. VERIFY EQUIPMENT CABINET SPECIFICATIONS FOR MOUNTING HOLE LOCATIONS. 3. MINIMUM OF 2" COVER AT TOP OF SLAB, AND 3" WHERE CONCRETE IS IN CONTACT W/ SOIL. 4. SOIL SHALL BE PREPARED WITH A FLAT SURFACE, FREE AND CLEAR OF STANDING WATER AND LOOSE DEBRIS. SOIL SHOULD BE WELL COMPACTED TO 907. OF IT MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 5. TOP SURFACE OF SLAB SHALL BE A LIGHT BROOM FINISH AND TAPERED TO ALLOW WATER TO SHED WITHOUT PONDING. 6' CONC. PAD W/ TURNED -DOWN FOOTING 1" EDGE CHAMFER (TYP) GRAVELED COMPOUND EXISTING GRADE Y r (2) #4 CONTINUOUS W/ 2'-0" LAP (TYP); #4 @ IZ' O.C. EA. (N) EQUIPMENT WAY AT SLAB CABINET MID -HEIGHT (4) 1/2 W HILTI (E) OR (N) KWIK BOLT-TZ COMPACTIBLE CONC. SLAB STAINLESS S EXPANSIONTEEL f CRUSHED ROCK 95% ANCHOR W/ 3-114' COMPACTED MIN EMBEDMENT . - .4. - . y . i• a 6. NOTES: 1. VERIFY EQUIPMENT CABINET SPECIFICATIONS FOR MOUNTING HOLE LOCATIONS. NATIVE SOIL (UNDISTURBED) 1 GPS ANTENNA SPECIFICATIONS 11X175CALE:NTS 2 I EQUIP PAD SECTION 11X175CALE:NTS 3 I CABINET MOUNTING DETAIL 11X17SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS VARIES NOT TO EXCEED W-0" P1000 UNI-STRUTATTACHE TO PIPE W/ UNI-STRUT P112 PIPE CLAMP W/ SHH SCR o AND NUT; SPACE AS o REQUIRED PER EQUIPMENT W r x NOTE: I" OF CONTRACTOR TO VERIFY EQUIPMENT SPECIFICATIONS 8" X 8" X 1/2" PLATE N PRIOR TO H-FRAME MATERIALS PROCUREMENT. ALL I I p td w H-FRAME MOUNTED EQUIPMENT TO BE MOUNTED PER 3 1/2"0 METAUZED/ N SUPPORT PIPE Z w U MANUFACTURER SPECIFICATIONS. GALVANIZED PIPE WITH CAP Q 'u5 O IF MOUNTING H-FRAME TO 5/16-TYP- CONIC SLAB, SEE BASE PLATE z CONC. SLAB DETAIL TO THE RIGHT 1/2" 0 1-1/2' HILTI-KW IK-BOLT-TZ SS EXPANSION ANCHOR MIN 3-114" EMBED (TYP. OF 4) BASE PLATE - OPTIONAL PIPE TO CONIC ATTACHMENT 4 1 H-FRAME I I X 17 SCALE: NTS 5 I NOT USED I IX1 7 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS SP rint> I CAPITAL DESIGN SERVICES 21 D 1 4TH AVE E, SUITE 2D2 IDLYM PIA. WA 9S5D66D a.91 S.67S0 W W W.CAPITALDESIDNSERVICES.CDM md7 VS Job #: U2619-092-181 AVECTOR e n a I n a a u a III DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VER. I DATE I DESCRIPTION 1 05/07/1 B 11PREUM CX DRAWINGS 4 07/I1/I8F WINGS PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE EQUIPMENT SPECIFICATIONS SHEET NO. A5.2�::] ANTENNA (TYP) #6 AWG FROM ANTENNA CABLE GROUND KIT (REFER TO BUTT CONDUCTOR INSULATION UP RF SYSTEM SCHEDULE FOR AGAINST THE CONNECTOR BARREL CABLE QUANTITIES ANTENNA (TYP) INSPECTION WINDOW JUMPER CABLES (TYP) REQUIRED FOR ALL INFERIOR TWO -HOLE CONNECTORS DC CONNECTION I I 800 8.1900 RRU (TYP); I ( If ONE JUMPER PER PORT EXTEIRNAL TOOTHED 2500 RRU (TYP); ONE #4 OR #6 STRANDED 3/8'4x1 1/2' JUMPER PER PORT DC AND FIBER CU CONDUCTOR JUMPER CABLES (TYP) S/S NUT FURNISH AND INSTALL #5 INSULATED I I I GROUND BAR S/S LOCK COLD SHRINK OR GROUND OR AS SPECIFIED BY I I I WASHER APPROVED EQUAL EQUIPMENT MANUFACTURER (TYP) I j 1 I I P [} p {'} A 0 0 N C3 I S/S FLAT 11' MIN HYBRID MEDUSA UNIT (TYP) d 4 4el WASHER I--- I ---,-- I I INSTALL (N) HYBRID CABLE (TYP) I APPLY 111�1U ( ; HYBRID TRUNK CABLE (TYP) NO-OX - ------ I I DUAL CADWELDS, TO BE USED WITH 1 4' MIN I I 2 AWG SOLID $ARE #4 AWG BCW TO GROUND RING OR S/S FLAT POINT OF GROUND WASHER TINNED COPPER SILICONE SEAL AT TOP S/S BOLT (1 OF 2) I I 1" PVC SEALTITE I CABINET GROUNDINGPBAR I COLD SHRINK OR APPROVED EQUAL NOTES: NOTES: L _ _ 1. CONTRACTOR TO CONFORM TO THE LATEST SPRINT "PANT" STANDARDS. GROUND 1. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPRSHIELD. MAIN GROUND BAR © © ___ _ _ 2. ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER, COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATCHING. 3. PROVIDE'DO NOT DISCONNECT TAG. 11 X17 SCALE: NTS 11 X17 SCALE: NTS 11 X17 SCALE: NTS 1 ONE -LINE DIAGRAM 22X34SCALE: NTS 2 GROUND BAR TO GROUND WIRE 22X34SCALE: NTS 3 TYPICAL TWO HOLE LUG 22X34SCALE: NTS 4 1 NOT USED 1 5 1 NOT USED 1 6 1 NOT USED 5P rint)ll* CAPITAL DESIGN SERVICES 21D1 4TH AVE E. SUITE 2D2 O LYM PIA, WA 985D6 36D.91 5.67SD W W W.CAMTALDESIDNSERVIDES.... md7. VECTOR i� n Y I n 2 9 A C DRAWN BY: JL CHECKED BY: CL DRAWING VERSION VER. DATE DESCRIPTION 1 05/07/18 IPRELIM CX DRAWINGS 4 07/11/181 FINAL CX DRAWINGS LICENSER PROJECT INFORMATION STAR LAKE WATER TANK SE52XC241 2649 S STAR LAKE RD, FEDERAL WAY, WA 98003 SHEET TITLE ELECTRICAL DETAILS SHEET NO. E 1.0