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15-102593F mLL� June 11, 2015 Jesse London 918 South Horton Street, #1002 Seattle, WA 98134 Jim Ferrell, Mayor Em ailed:.dondonCa7rvkacong, Iting.com RE: File #15-102593-00-UP; PROCESS I `DIRECTOR'S APPROVAL' AT&T SS40 Panther Lake Open Space, 650 SW Campus Drive, Federal Way (Parcel #192104-9003) Dear Mr. London: The City of Federal Way's Department of Community Development has completed an administrative Iand use review of the proposed upgrades to an existing Personal Wireless Service Facility (PWSF) on a transmission tower Iocated in the southwest open space/wilderness reserve tract of panther Lake Park.The transmission tower is owned by the United States Department of Energy, of Power Administration (SPA). These transmission facilities are federal property, and therefore the entity is not required to obtain local permits to install or replace facilities on its system. However, the 13PA proposes to acquire permits in good faith with the local jurisdiction. The Process I application was submitted and determined to be complete on May 29, 2015. The proposal is found to be consistent with the provisions of Federal Way Revised Code (FWRC) Chapter 19.55, `Process I — Director's Approval,' Chapter 19.255, `Personal Wireless Service Facilities,' and Chapter 19.200.190, `Single Family Residential (RS) — Personal wireless service facility.' The subject proposal, a Process I - Director's Approval, is hereby approved with conditions, three days from the date of this letter based on the followilig statements of fact: 1. Proposal and Review Process —The applicant proposes to modify an existing personal wireless facility (PWSFs) on a 13PA transmission tower. The proposal does not propose to increase the tower height nor do the proposed modifications expand the footprint of the existing underground vault or the equipment rack within the vault. Based on the submittal, the applicant proposes to upgrade a wireless facility by expanding the facility from nine (Figure 1) to twelve antennas (Figure 2). The applicant proposes to remove three (3) existing antennas from each sector and reconfigure the remaining antennas on each sector to accommodate new antennas. The proposal will add two LTE panel antennas on three sectors for a total of six (6) new LTE panel antennas. The existing antenna arrays are located on 6-foot frame mounts. New auxiliary equipment includes nine (9) remote radio head (RRH) units (2 per antenna); and one (I) surge suppression unit attached to the existing mounting frame. AT&T also proposes to install new LTE equipment in an existing equipment rack_ 33325 8th Avenue South, Federal Way, WA 98003-6325 e (253) 835-7000 www.cityoffederalway.com Mr. London June 11, 2015 Page 2 ,Figure I— PWSF Before (Not to Scale) t � i r APP`nVEQ ; PLANNING i i warrdd�� ice— -- .1"-.• - Figure 2 PWSFAfter (Not to Scale) The replacement and addition of antennas and ancillary equipment on an existing PWSF is subject to Process I Director's Approval pursuant to FWRC 19.15.030, `Review processes for improvements and additions to developed sites.' 2. zoning & Land Use — The zoning designation for the subject property is Single Family Residential (RS35.0). PWSFs are permitted in the RS zone pursuant to the zoning chart found in FWRC 19.200.190. 3. Prioritized Locations — The applicant proposes PWSF improvements in "existing broadcast, relay, and transmission towers" or the second prioritized location set forth in FWRC 19.255.010(4). The highest prioritized location is not feasible as this proposal is an upgrade to an existing facility. Staff finds the applicant � rmet � set burden veragellize the to the areaond prioritized location. The proposed antennas P 4. Cumulative Effects — The City must consider the cumulative visual effects of PWSFs mounted on existing structures and/or located on a given permitted site in determining whether additional permits may be granted so as to not adversely affect the visual. character of the City. As shown on the site plan elevations and cross -sections, the addition/replacement of antennas and associated equipment are not a substantial increase to the existing site. The ground equipment changes remain within an existingaddition footprint sthe will locate on the existing antenna framng equipment rack with the e. The PWSF will rground vault, and the proposed addition of a not adversely affect the visual character of the City. 5. Review Criteria for Facilities —The proposed facility exceeds microcell and minor facility thresholds defined in FWRC 19-05.130, `M definitions.' Per FWRC 19.255.020(1)(a)(ii), facilities exceeding such thresholds may be permitted if. (A) adverse visual impacts are not created; (B) equipment cabinets meet adopted development standards; (C) the number of antennas and their size are appropriate for the location, surrounding environment, and potential visual impacts; and (D) the PWSF shall comply with all other applicable standards of the FWRC. The proposal is consistent with this code section. 6. State Environmental Policy Act (SEPA) — The proposed improvements are exempt from State Environmental Policy Act review as the scope of work meets categorical exemption ❑dAC 197- 11-$00(25)(a)(i), the collocation of new equipment, removal of equipment, or replacement of existing equipment on existing or replacement structures that does not substantially change the physical dimensions of such structures. Doc LD 69692 File No. 15-102593-UP Mr. London June l 1, 2015 Page 3 7. Process I Thresholds — The proposed improvements and additions meet Process I purpose criteria set forth in FWRC 19.55.020 and 19.15.030; including compliance with applicable provisions of FWRC Title 19 `Zoning and Development' and health, safety, and welfare standards. 8. Land Use Approval History — The initial PWSF was approved under a Use Process III - Project Approval and an Environmental Threshold Determination. The parent file nos. are 01-101027-UP and 01-101028-SE. Accordingly, the following Use Process III conditions apply to this Use Process I Director's Approval in order to modify the PWSF: 1. AT&T is required to obtain an electrical permit from the City of Federal Way prior to doing any work. 2. New panel antennas and auxiliary equipment must be of a non -reflective color that will be neutral and unobtrusive. 3. The applicant is required to maintain the planted area, including watering, trimming, edging, and plant replacement. Failure to comply with landscape maintenance standards shall constitute a zoning violation per FWRC 19.125.090(2)(d). BUILDING PERMIT ISSUANCE REQUIRED An associated building permit for the facility upgrade, File #15-102594-00-CO, is currently under review. No work may begin until building permit issuance. Please contact the Permit Center at 253-835-2607, or permitcenter@cityoffederalway.com, if you have any questions regarding building or electrical permit submittals (File Type "EL"). 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 a building or electrical permit. The effective date of this decision is June 14, 2015, three days from the date of this letter, per FWRC 19.05.360. Pursuant to FWRC 19.55.050, the applicant, any person who submitted written comments or information, any person who has specifically requested a copy of the decision, may appeal the decision to the Federal Way Hearing Examiner by June 28, 2015. 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, your appeal period is waived (assuming you do not wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this decision. This Process I approval is valid for one year from the effective date of this decision per FWRC 19.15.100. If no further action occurs within one year, the administrative decision will expire. A one-year extension may be granted if a written request is submitted to the Community Development Department at least 30 days before the expiration of the decision per FWRC 19.15.110. The expiration of this decision is June 14, 2016. File No. 15-102593-UP Doe, I,D, 69692 Mr. London June 11, 2015 Page 4 If you have any questions about this decision, contact Leila Willoughby -Oakes, Associate Planner, at 253-835-2644 or by email at leila.wilIougliby-oakes@cltvoffedera[way.com. Sincerely, ��' //'N/' Michael A. Morales Community Development Director c: AT&T Mobility, 16221 NE 72nd Way, Redmond, WA 98052 (Applicant) Steve Ikerd, Parks & Facilities Manager (Owner) Scott Sproul, Building Official Peter Lawrence, Plans Examiner enc: Approved Plan Set File No. 15-102593-UP Doe. LD. 69692 §EF at&t VIA CERTIFIED U.S. MAIL: 7005 0390 0005 1659 0051 RETURN RECEIPT REQUESTED June 24, 2014 City of Federal Way Attn: City Treasurer/City Attorney 33325 8TH AVE SOUTH Federal Way, WA 98003 RE: AT&T Communications Facility located at: 650 SOUTHWEST CAMPUS DRIVE, FEDERAL WAY, WA 98023 AT&T LTE 2C ID: SS40 Aquatic Center Dear Sir or Madam: Reference is made to the original Lease ("Lease") dated August 6, 2001 by and between City of Federal Way, Washington, a Municipal Corporation ("City") and New Cingular Wireless PCS LLC, a Delaware limited liability company, formerly known as AT&T Wireless Services of Washington, LLC ("Tenant") and as amended by a certain First Amendment to Lease Agreement for New Cingular Wireless PCS, LLC dated January 31, 2007 and as amended by a certain Second Amendment to Lease for New Cingular Wireless PCS, LLC dated November 8, 2011. AT&T will be modifying its existing unstaffed telecommunications facility located on the adjacent BPA transmission tower by removing (3) existing panel antenna, reducing the antenna count from (12) to (9) and replacing the (9) remaining antenna. AT&T will also be installing (9) remote radio head amplifiers (RRH) and (1) surge suppressor near the existing RRH on their existing H-Frame within their vaulted leased premises. Pursuant to section 8, ("Improvements:") "Tenant may update or replace the Equipment from time to time provided that the replacement facilities are not greater in number or size or different in type, color or shape or height than the existing facilities and that any change in their location on the Premises is approved in writing by City. Subject to the foregoing, Tenant may change the Equipment configuration specified in Exhibit B with the prior written approval of City. Tenant shall submit to City a written request for any such change and any supplemental materials as may be requested, for City's evaluation and approval. City shall have thirty (30) days after receipt of all requested materials in which to respond to such request and unless City so notifies Tenant to the contrary such approval shall be deemed granted..." and hereby submits the request for the City's consent. We anticipate this work being performed within the next 90 to 120 days and the work in question will take approximately 3 to 5 days. Should you want or require additional information, please send notification to my attention via email at rmdockter ii lswa.coan. By executing below, you acknowledge your consent to the proposed modification. I would appreciate if you would sign (1) original and send back to me or in the self addressed stamped envelope for your convenience. If you have any questions, please contact me at (206) 342-6381. Thank you for your cooperation. Sincerely, Meagan"Dockter Site Acquisition Pacific Telecom Services Authorized AT&T Wireless Representative Landlord Consent Provided by: 4t CITY OF FEDERAL WAY��] COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 2, 2015 gi C k Rem tap ci l�ttrir TO: E.J. Walsh, /Development ervice-aanager Scott Sproul, Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Leila Willoughby -Oakes FOR DRC MTG. ON: No Meeting FILE NUMBER (s): 15-102593-00-UP RELATED FILE NOS.: 15-102594-00-CO PROJECT NAME: AT&T SS40 PANTHER LAKE OPEN SPACE PROJECT ADDRESS: 650 SW CAMPUS DR ZONING DISTRICT: RS 7.2 PROJECT DESCRIPTION: Modifications to existing PWSF site on BPA Transmission Line upgrading with LTE antennas, through co -location, adding ancillary equipment to existing equipment rack wihtin an existing underground vault. LAND USE PERMITS: Use Process I, SEPA Exempt PROJECT CONTACT: Ryka Consulting Jesse London 918 Horton Suite 1002 Seattle WA jlondon@rykaconsulting.com PROPERTY OWNER: Jonathan Toobain, Project Manager Department of Energy Bonneville Power Administration P.O. Box 61409, Vancouver WA MATERIALS SUBMITTED: Plan Set Master Land Use Application �_ y C-W OF Department of Energy c Bonneville Power Administration P.O. Box 61409 Vancouver, WA 98666-1409 P TRANSMISSION SERVICES April 29, 2015 In reply refer to: TEP/TPP-3 RECEIVED MAY 2 g 2015 Isaac Conlen CITY OF FEDERAL WAY Planning Manager CDS City of Federal Way Department of Community Development Services 33325 8th Avenue South Federal Way, WA 98003-6325 Mr. Conlen: The Bonneville Power Administration (BPA) is currently working with New Cingular Wireless PCS, LLC (AT&T) to modify a wireless communication facility on government -owned transmission structures. The site is named Aquatic Center and is located on BPA's tower no. 4/3 of the Tacoma— Covington nos. 3 & 4 transmission lines, site no. SS40. BPA has developed a co -location program whereby we allow wireless companies to locate antenna facilities on our structures. This is in keeping with the Telecommunications Act —which encourages agencies to make facilities available for co -location. Because BPA's transmission facilities and structures are federal property, BPA is not required to obtain county or local permits to install or replace facilities on its system, including the PCS equipment. Nevertheless, BPA itself tries to comply with local requirements to the extent possible and consistent with its operational needs. BPA urges telecommunication providers to work with local jurisdictions to provide project information and obtain whatever permits they deem are needed. We are asking AT&T to make available to the local jurisdiction pertinent information regarding this installation on federal property. The information AT&T submits to BPA on the design, types, and numbers of antennas and other tower appurtenances will be used by BPA to evaluate the suitability of this PCS wireless facility for installation on this particular tower. BPA must ensure that the pending site installation does not violate our responsibilities to maintain the stability and reliability of the federal electric transmission system in the Pacific Northwest. BPA will be evaluating the structural loading on the tower based on the information provided by AT&T for this PCS wireless installation. Using this information, the EIA/TIA Standard EIA-222-F Section 14.1 Standard and Annex E, and the National Electric Safety Code BPA's qualified engineers closely evaluated all installation parameters. When completed, the structural design and installation (both on the structure and ground radio equipment) will comply with all recognized national codes and meet all utility code and industry requirements. If you have any questions concerning this matter, feel free to contact me at (360) 619-6904. Sincerely. Jonathan Toobian Project Manager bcc: J. Toobian — TEP/TPP-1 A. Cosola — TPCC/TPP-4 J. Hall — TPCV/TPP-4 Official File — TPC/TPP-4 (15TP-XXXXX) JMToobian : acc : 6904 : 4/29/2015 (RSIF01:\TOC\AGREEMENTS\XXXXX CTY LTR.DOC) 4ik CITY Federala. Way RECEIVED MAY 2 9 2015 CITY OF FEDERAL WAY CDS MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South Federal Way, WA 98003-6325 2537835-2607;Fax 253-835-2609 www.ciLvotTederalway.com APPLICATION NO(S) Date 5/15/15 Project Name SS40 Aqua tic Center P0, 0 Property Address/Location 1 550 SW Campus Drive Federal Way, WA 98023 I t t Parcel Number(s) 192104-9003 Project Description AT&T proposes to remove three existing panels for six new panel antennas. This will include the addition of smaller associated ancillary equipment. PI.F.ASF, 1'EZI\'f Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference 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 R535.0 Zoning Designation Comprehensive Plan Designation Value of Existing Improvements $15,000 I Value of Proposed Improvements International Building Code (IBC): _Occupancy Type 5_2 Construction Type Applicant AT&T Mobility (Agent is RYKA Consulting) Name: Address: 116221 NE 72nd Way City/State: Redmond, WA Zip: 98052 Phone: 206_523-1941 Fax: Email: ljlondon@rykaconsulting.com Signature: Agent (if different than Applicant) Name: Jesse London (Ryka Consulting) Address: 918 S. Horton St. #1002 City/state: Seattle, WA Zip: 98134 Phone: 206-523-194 Fax: Email: ljlono@ aco suiting.com Signature: fr` Owner Cit of Federal Way Name: Address: City/State: zip: Phone: Fax: Email: Signature: ISee attached consent letter Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 2, 2015 TO: E.J. Walsh, Development Services Manager Scott Sproul, Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Leila Willoughby -Oakes FOR DRC MTG. ON: No Meeting FILE NUMBER(s): 15-102593-00-UP RELATED FILE NOS.: 15-102594-00-CO PROJECT NAME: AT&T SS40 PANTHER LAKE OPEN SPACE PROJECT ADDRESS: 650 SW CAMPUS DR ZONING DISTRICT: RS 7.2 PROJECT DESCRIPTION: Modifications to existing PWSF site on BPA Transmission Line upgrading with LTE antennas, through co -location, adding ancillary equipment to existing equipment rack wihtin an existing underground vault. LAND USE PERMITS: Use Process I, SEPA Exempt PROJECT CONTACT: Ryka Consulting Jesse London 918 Horton Suite 1002 Seattle WA jlondon@rykaconsulting.com PROPERTY OWNER: Jonathan Toobain, Project Manager Department of Energy Bonneville Power Administration P.O. Box 61409, Vancouver WA MATERIALS SUBMITTED: Plan Set Master Land Use Application 926910007 1921 900 650 9578500 42" ONC 957 y o� 9 8500 0 '+19210490 a 192 041 8 95 85004 650 8500 90 795 85004 t+Q a r 9 85004 0 785DQ 0 9578 00630 57850064 74 31 8 pIFC 803 5285QQ p+° 9 85006 0 785006 +*94r* 7 8 70 7 8 C 8500420 ++++ 9 8500 90957 5006$ 78500 700 80 802 0 71 +i+ 78500 0 N +++ 7 - 3 9 5003 O 50 150 57850 80721, 192104 1 ti 7 ++¢+ 6 .0 78500 0 +r+ CO 3 78500 +++* 8 +*** 78500 0 *�+a $ Area of r•++ 0 Proposed 8178500 9 85003 Work +¢++ 81 N **+rrr++ 8 310 r¢+°r v ' n t ++ ++a + 1321700 0 is 34 3217 132 44070 4¢e+a+ ++ 34407 C 17 05 ••••' *r+++ 132 3441700 QO �- +r++ 344 8 132170TR x r 13217 550 s+r+ 1 71 ❑ 0 3441 13 700 1 4+r# 414 +r*i; 13 710 32 +++ 44 p++ 132 10 170 3 � `.0 34 GZ' N 13 0 ,,� 1 64 n �G 13 17 260 1 6 O 27 1 65 n " 1 171 270 17 5 3 40 2 5 << .' 17 2 C. 321 028 3 2 3 70 60 44 2 10 171 9 3 700 0 4 71030 344 067 44 5 NOTE: Lakehaven Utility District neither warrants nor guarantees the A I%AdL- accuracy of any facility information 1provided. Facility locations and tl conditions are subject to field 'rlLrry D5TR verification. AT&T SS40 Panther Lake Open Space (15-102593-00-UP) 0 250 5 Feet 6/10/2015 BIA PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY AN EXfnNG UNMANNED 1ELECOMMUNICATIONS FACILITY BY REMOVING (3) EXISTING ANTENNAS AND ADDING (6) LIE PANEL ANTENNAS (2 PER SECTOR). (9) RRH UNITS (2 PER LTC ANTENNA), AND (1) SURGE SUPPRESSION UNIT MOUNTED NEAR RAH TO EXISTING MOUNIINO FRAME. AT&T ALSO PROPOSES TO INSTALL NEW LTE EQUIPMENT IN AN EXISTING EQUIPMENT RACK WITHIN AN EXISTING UNDERGROUND VAULT. APPLICANT: AT&T MOBILITY PROPERTY OWNER: RTC BUILDING 3 CITY OF FEDERAL WAY 16221 NE 72ND WAY 33530 1ST WAY SOUTH REDMOND, WA 98052 FEDERAL WAY, WA 98003 CONTACT: JOY KNIGHTON PHONE: (253) 661-4000 CODE INFORMATION: ZONING CLASSIFICATION: R535.0 TOWER OWNER: BSA BUILDING CODE: 2012 IBC MS TNLC - TPP3 CONSTRUCTION TYPE: JIB PO BOX 61409 VANCOUVER, WA 98666 OCCUPANCY: U. S-2 CONTACT: TIM MURRAY JURISDICTION: CITY OF FEDERAL WAY PHONE: (360) 619-6328 CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY TEAM LEAD: MASTEC 1203 114TH AVE SE (BASED NAO 83). BELLEVUE, WA 98004 SITE LOCATION: ON CONTACT: DAWN F ANN LATITUDE: 47' 17' 44.001" N PH: (425) 343-3429429 LONGITUDE: 12T 20' 40.999" W TOP OF STRUCTURE AGL: 105'-0" SITE ACQUISITION: CONSULTING BASE OF STRUCTURE AMSL• 369.00' 918 SOUTH HORTON STREET, SURE 1002 18 SEATTLE, WA 98134 PARCEL NUMBER (Sl' PH: 206-523-1941 192104-9003-08 MASTEC 1203 114TH AVE SE BELLEVUE, WA 98004 CONTACT: RON EVENSON PH: (206) 550-9322 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM PROJECT ARCHITECT ARCHITECT PROJECT CONSULTANT THOMAS R. HOL.LAND. AIA MASTEC PACIFIC TELECOM SERVICES, LLC 1203 114TH AVE SE 506 SECOND AVE, SUITE 210 BELLEVUE, WA 98004 SEATTLE. WA 98104 CONTACT. ZACHARY NESGODA PH: (206) 342- =3 EMAIL' ZNESGCDAOPTSWA.COM at&t mobility AQUATIC CENTER- SS40 650 SW CAMPUS DRIVE FEDERAL WAY, WA 98023 VICINITY MAP G�enpalk tip' N SW Campus Dr t� . �'antli� SITErti y� > 'S Q N�14Pr aN SW 344TH St , DStN s1 r SWP/. y3• _ 1 DRIVING DIRECTIONS START FROM REGIONAL OFFICE: DEPART NE 72ND WAY TOWARD 164TH AVE NE 475 FT TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY 04 MI TURN LEFT ONTO LEARY WAY NE 0.1 MI ROAD NAME CHANGES TO NE LEARY WAY 0.2 MI TAKE RAMP RIGHT FOR WA-520 WEST TOWARD SEATTLE 50 MI TAKE RAMP FIGHT FOR 1-405 SOUTH TOWARD RENTON 15.0 MI ROAD NAME CHANGES TO WA-518 WEST 0.1 MI TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARDPORTLAND 12.5 MI AT EXIT 142B, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WA-18 WEST 0.7 MI KEEP STRAIGHT ONTO S 348TH ST 0.8 MI ROAD NAME CHANGES TO SW CAMPUS DR 0.7 MI ARRIVE AT 650 SW CAMPUS DR, FEDERAL WAY, WA 98023 ON THE RIGHT APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE IRF ENGINEER: LANDLORD: RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: •CONSTR MANAGER: PROJECT MANAGER -NSB MANAGER: CONSTR MANAGER: TRANSPORT: (EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED DRAWING INDEX SHEET IDESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES G-2 GENERAL NOTES & SYMBOLS A-1 PARCEL PLAN A-1.1 SITE PLAN A-2 EXISTING EQUIPMENT & ANTENNA PLAN A-3 PROPOSED EQUIPMENT & ANTENNA PLAN A-4 EXISTING SOUTHWEST ELEVATION A-5 PROPOSED SOUTHWEST ELEVATION A-6 EQUIPMENT DETAILS RF-1 ANTENNA CONFIGURATION & SCHEDULE RF-2 RF DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS PROPRIETARY IN. —NATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. FINAL CONSTRUCTION DRAWINGS 05A4A5 RFDS V2.o 03/10/2014 LEGAL DESCRIPTION POR OF NE 1/4 OF SO SEC LY SELY OF SELY LN & ITS NELY & SWLY PROLONGATIONS OF TR B OF RIDGE DIV 5 & LYING NELY OF NELY BDRY OF SW CAMPUS DR & LY WILY OF CAMPUS VIEW DIV 3 & DIV 4 & LESS POR LY SLY & ELY OF A LN DAF - BEG AT MOST SLY CDR OF CAMPUS VIEW DIV #3 TH N 48-36-26 W 400 FT TH N 10-30-00 W 133.03 FT TO BEG OF SO LN TH N 74-55-42 W 431.56 FT TH S 60-11 W 520.04 FT TH N 84-07-21 W 313.99 FT TH S 08-15 W 485 FT TO SW CAMPUS DR & TERM OF SD LN & LESS POR OF SO NE 1/4 DAF - BEG AT NXN OF NELY MGN OF SW CAMPUS DR WITH SWLY EXTN OF SELY LN SD TR B OF THE RIDGE DIV 5 TH N 52-58-44 E ALG SO EXTN 402.20 FT TH S 25-07-48 E 746.05 FT TH S 64-52-12 W 100.00 FT TH S 25-07-48 E 459.69 FT TO TOP OF BANK OF EXISTING STORM DRAINAGE CHANNEL TH AUG SO TOP OF BANK S 17-52-21 W 136.20 FT TH S 38-30-56 W 143.11 FT TAP ON NELY MGN SD SW CAMPUS DR TH NWLY AUG SO MGN TO POB TOW NWLY 262.5 FT OF BONN TRANS LN ESMT LY WLY OF SW CAMPUS DR IN NE 1/4 OF SO SEC TGW NWLY 262.5 FT OF SO BONN TRANS LN ESMT-1-4 WITHIN SE 1/4 OF NW 1/4 SO SEC TGW NWLY 262.5 FT OF SO BONN TRANS 6T'I ESMT IN NE 1/4 OF SW 1/4 OF SD SEC A �RO1�ED CANNING �r r�d�i Way . . D:: `Levu Qerioit — 9 ABBREVIATIONS A/C AIR CONDITIONING HORZ HORIZONTAL P PL AGL ABOVE GROUND LEVEL HR HOUR PROD ROJ PROJECT i�� APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY Llfl�{��`J' ■y�� HVAC HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION REQ REQUIRED BILK BLOCKING AIR CONDITIONING RM ROOM SHT SHEET CLG CEILING ID INSIDE DIAMETER SIM SIMILAR CUR CLEAR IN INCH SPEC SPECIFICATION CONC CONCRETE INFO INFORMATION SF SQUARE FOOT CONST CONSTRUCTION INSUL INSULATION SS STAINLESS STEEL CONT CONTINUOUS INT INTERIOR STL STEEL Sc INTERNATIONAL STRUCT STRUCTURAL DBL DOUBLE BUILDING CODE STD STANDARD DIA DIAMETER SUSP SUSPENDED DIAG DIAGONAL LBS POUNDS ON DOWN MAX MAXIMUM THRU THROUGH DET DETAIL MECH MECHANICAL TNNG TINNED DWG DRAWING MTL MFR METAL MANUFACTURE TYP TYPICAL E C EIV EA EACH MGR MANAGER UNO UNLESS NOTED OTHERW ELEV ELEVATION MIN MINIMUM ELEC ELECTRICAL MISC MISCELLANEOUS VERT VERTICAL EO EQUIP EQUAL EQUIPMENT RID ROUGH OPENING VIF VERIFY IN FIELD MAY 2 9 20 EXT EXTERIOR NA NOT APPLICABLE W/ WITH NIC NOT IN CONTRACT W/O WITHOUT FIN FLUOR FINISH FLOURESCENT NTS NOT TO SCALE WP WATER PROOF CITY OF FEDERA FLR FLOOR OC ON CENTER FT FOOT OD OUTSIDE DIAMETER CDS GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD .:.MasTec Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 REGISTERED ARCHI ECT TOMAS R. HOLLAND STATE OF WASHINGTON _ _ l REN.02-18-170000 �l 2e W w W M N O O_ o rn U � U) 3 U � v3 V Df I�1 O w uO o O LLJ REVISIONS NO. DATE I DFSCM71" Ixw4 A 04/01141 55UE0 FOR PCO RENEW GM D "Ju 'SSUED FOR rC0 REVIew n+s 1 0511211+ ISSUED FOR FCD REVIEW ZLN 2 w/M/L7 L'Su.-D FOR FCA REVIEW ZLN 3 75�11717 ISM MK ONMIL M ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS. PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF ARCHITECT AND NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY ARCHITECT AND NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPUSHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE NETWORK CARRIER PROJECT SCOPE AND THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILTTY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS. ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 4. 11X17 COPIES OF DRAWINGS ARE NOT TO BE SCALED DUE TO DISTORTIONS RESULTING FROM MULTIPLE REPROGRAPHIC COPIES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS. 5. OWNER, CONTRACTOR, AND NETWORK CARRIER REPRESENTATIVE SHALL REVIEW AND CONFIRM THAT PROJECT SCOPE. DESIGN INTENT AND UTILITY COORDINATION ITEMS ARE INCLUDED IN THE DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM NETWORK CARRIER REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS OR TENANTS. B. THE CONTRACTOR SHALL PROVIDE NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED, AND PROVIDE NETWORK CARRIER PROOF OF LICENSE(S) INCLUDING PE & PD INSURANCE. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 11. ALL WORK PERFORMED ON THE PROJECT ALONG WITH ALL MATERIALS INSTALLED, SHALL COMPLY IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL LIKEWISE ISSUE NOTICE TO ALL SUB -CONTRACTORS THAT THEY SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPALITY, UTILITY COMPANY AND LOCAL/STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 12. A COPY OF THE GOVERNING AGENCY ISSUED AND APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE AT THE JOB SITE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS ARE NOT TO BE USED 8Y THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS. IN GOOD CONDITION. COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY THE NETWORK CARRIER CONSTRUCTION PROJECT MANAGER WITH A COPY OF ALL REVISIONS. ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 14. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE JOB SITE WHILE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 16. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES SHOWN OR NOT SHOWN ON THE PLANS, ALONG WITH PROTECTING THEM FROM DAMAGE. THE CONTRACTOR AND SUBCONTRACTOR SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE RESULTING FROM OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 17. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 18. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 19. WHEN ROOF TOP OR TOP FLOOR DECK TEMPORARY STAGING IS REQUIRED, MATERIALS SHALL BE EVENLY O:STRIBUIED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE DOESN'T HAVE THE DESIGN STRENGTH FOR ADDITIONAL LOADING. 20. SEAL ALL PENETRATIONS WITHIN FIRE -RATED AREAS WITH U.L LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPUCABLE TO THE SUBJECT FACILITY AND OR PROJECT SITE. 21. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GROUND DISTURBANCE, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 22. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 23. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, DURING CONSTRUCTION. UPON COMPILCRON OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ADJACENT TO THE PROPERTY. 24. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION DISPOSING OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY NATURE. 25. NEW CONSTRUCTION INSTALLED ADJACENT EXISTING BUILDINGS OR CONSTRUCTION SHALL ARCHITECTURALLY MATCH THE EXISTING IN TERMS OF COLOR, TEXTURE, FINISH MATERIALS, ETC.. EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 26. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR OTHER ANCHORAGE DEVICES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE. AND FINISH ITEMS TO INSURE A PROPER AND CODE COMPUANT INSTALLATION. 27. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE CONSTRUCTED LEVEL, ERECT, EVENLY ALIGNED, PLUMB AND TRUE BASED ON THE CONSTRUCTION DRAMNOS, THE CONTRACTOR SHALL COMPARE EXISTING CONDITIONS WITH THE PROPOSED DESIGN PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES OR INCONSISTENCIES TO THE NETWORK CARRIER'S REPRESENTATIVE AND FURTHER TO THE A&E SUCH THAT THE NEW INSTALLATION WILL LIKEWISE BE LEVEL, ERECT. EVENLY ALIGNED. PLUMB AND TRUE. ARCHITECT AND NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 28. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 29. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 30. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATER3ALS AND SMALL NOT STORE OR STAGE MATERIALS ON PUBLIC PROPERTYY WITHOUT A PERMIT TQ DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE- 31. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN ALL CONDITIONS UNLESS ILLUSTRATED AND NOTED OTHERWISE. 32. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE PREPARED PROPERLY BY THE WORK OF OTHER TRADES. 33. ALL DEBRIS AND REFUSE SHALL BE REMOVED FROM THE PROJECT PREMISES AND LEFT IN A CLEAN SWEPT CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 34. NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES. AMR/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 35. CAUTIONI CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 35. WHEN APPLICABLE. CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR R.O.W. AND/OR PRIVATE PROPERTY LOCATES BASED ON SPECIFIC SITE REQUIREMENTS. 37. SEE CML DRAWINGS FOR ADDITIONAL SITE INFORMATION AS APPLICABLE. 38. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO NETWORK CARRIER'S REPRESENTATIVE ALONG WITH REDUNED CONSTRUCTION SET. 39. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS 40. CONTRACTOR SHALL COORDINATE AND SEEK APPROVAL OF ALL POWER DRAW. INSTALLATION AND/OR MODIFICATIONS WITH POWER COMPANY. OWNER AND JURISDICTION AS REQUIRED. CONTRACTOR SHALL REPORT POWER INSTALLATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE. PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 41. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY NETWORK CARRIER CONSTRUCTION MANAGER. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY. INFERLOR, AND/OR IMPROPER MATERIALS. DAMAGED GOODS. AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPLETE ACCEPTING UNDER THIS CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. EXCEPT[DN_ THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE. COSIGNED BY THE CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 43. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 44. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT (UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE) AND MAKE FINAL PAYMENT FOR SAID DOCUMENT(S). 45. NETWORK CARRIER'S REPRESENTATIVE SHALL RENEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. NETWORK CARRIER'S REPRESENTATIVE PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE REM FUNCTIONS. 46- ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY NETWORK CARRIER. 47. CONTRACTOR SHALL PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTIUZED DURING CONSTRUCTION. 48. CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 49. CONTRACTOR SHALL REPLACE EXISTING LANDSCAPE VEGETATION DAMAGED DUE TO CONSTRUCTION ACTIVITIES, AND REPAIR, RESTORE AND MODIFY EXISTING IRRIGATION LINES IF NECESSARY TO OPERATING CONTNDON. PROVIDING FULL COVERAGE TO IMPACTED AREAS. 50. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER TO OBTAIN CONTACT INFORMATION AND UTILIZE THE EXISTING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY ENSURING 100% MOISTURE PROTECTION. 51. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK OR FLATHEAD FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 52. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO AN EXISTING CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET' HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REPAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 53. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABUNG TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 54. CONTRACTOR SHALL OBTAIN, RENEW AND EXECUTE ALL NETWORK CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS BID AND CONSTRUCTION PROJECT. 55. CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY INSTALLED ANTENNAS UNDER THE CONDITION THAT THE CONTRACTOR OBTAIN THE MOST RECENT COPY OF THE RF TILT INFORMATION SUCH THAT THE ACCURATE CONTROLLER CAN BE ORDERED AND INSTALLED. 56. A STRUCTURAL ANALYSIS SHALL BE COMPLETED AND SUBMITTED TO THE NETWORK CARRIER REPRESENTATIVE AND CONTRACTOR DEMONSTRATING CAPACITY AT THE EXACT LOCATION OF EXISTING CONDITIONS TO SUSTAIN ADDITIONAL HEAVY BATTERY CABINETS OR OTHER OUT OF SCOPE EQUIPMENT. 57. THE CONTRACTOR SHALL PROVIDE MATERIALS LIST (BOM) TO THE NETWORK CARRIER REPRESENTATIVE PRIOR TO CONSTRUCTION. APPRO vED PLANNING City of Federal Way Dept. of Comrnun ft, Development Permit # W B� Date imL✓ F S__ = Liglz= :4asTec Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 REGISTERED ARCHI CT THOMAS R. HOLLAND STATE OF WASHINGTON _ l REN. 02-18.1=00010 �i w w W N O 0 00 o rn V a 3 v3 U T 0 � 11� O w O U, Mom] I� REVISIONS NO. I OATE DEcSCiLVTA7N INIINL A [OfAlpil ISSUED FOR PCD RENEW GAP D /It 1 ISSUED FOR FCD RE.Mew tJW I IAIII ISSUED FOR FCD REVEL'+ ZLN 2 kWIS 1S5UEA FOR FCi) REVIEW ILA ? Nrys mm roe Few 1ro161(OM ILA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER GA FHE INFORMATION IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS DESIGN CRITERIA. 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2012 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2012 IBC) 2. DESIGN LOADS: DESIGN DATA FOR FEDERAL. WA: 98003 -ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) -BASIC WIND SPEED 110 MPH (100 MPH 3 SECOND GUSTS) -NAND EXPOSURE C -SEISMIC ZONE D CONCRETE NOTES {r�y}1EN APPLICABLE): 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF 1e=2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS 2. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618 TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE EXPOSED CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2.500 PSI. NO SPECIAL INSPECTION IS REQUIRED FOR 2.500 PSI INSTALLED SOLELY TO SATISFY EXPOSED CONCRETE REQUIREMENTS. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1). GRADE 60. fy-60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 SPIRAL REINFORCEMENT SHALL SE PLAIN WIRE CONFORMING TO ASTM 615, GRADE 60. y=60,000 PSI. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-92 AND 318-02 LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0- MINIMUM PROVIDE CORNER BARS AT ALL WALL AND FOOTINGS INTERSECTIONS LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0' MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-02, CLASS B LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. 5. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: -FIGS & OTHER UNFORMED SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3* -FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2- -FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) ...1-1/2- -COLUMN TIES OR SPIRALS AND BEAM STIRRUPS... 1-1/2" -SLABS AND WALLS (INTERIOR FACE)... GREATER OF BAR DIAMETER PLUS 1/8- OR 3/4- STRUCTURAL STEEL NOTES N P I 1, STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON EITHER AISC-LRFD, AISC 355, OR AISC-HSS AND SECTION 2205 2 OF THE INTERNATIONAL BUILDING CODE 2. A EITHER AISC-LRFD, AISC 355, OR AISC-HSS & SECTION 2205.2 OF THE INT'L BUILDING CODE B MARCH 7, 2000 AISC CODE OF STANOALRD PRAC"ICE FOR STEEL BUILDINGS & BRIDGES, AMENDED AS NOTED IN THE CONTRACT DOCUMENTS AND BY THE DELETION OF PARAGRAPH 441 C SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 3. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. FY-50 KSI OTHER ROLLED SHAPES INCLUDING PLATES, SWILL CONFORM TO ASTM A36. Fy=36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E DR S, GRADE B, Fy-35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500. GRADE B, Fy-46M, CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 4. ALL WELDING SHALL BE IN CONFORMANCE WITH ALSO AND AWS STANDARDS AND SHALL BE PERFORMED USING E70 XX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT WAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. TOWER/POLE NOTES (WHEN APP 1. VERIFICATION THAT THE EXISTING APPLICABLE BUILDING, TOWER, POLE OR WATER TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ABBREVIATED ROOF TOP SAFETY PROCEDURES (WHEN APPLICABLE): FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3, CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY UNE. 4. SAFETY LINE SHALL BE MINIMUM 1h" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. S. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: -INSPECTION OF CONSTRUCTION AREA FOR HAZARDS -USE OF AN INSPECTION CHECKLIST -INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS -REPORTING AND DOCUMENTING ANY HAZARDS -REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION -POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN -RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL; NATIONAL ASSOCIATION OF TOWER ERECTORS (2000 PUBLICATION) REFERENCED OSHA RFGULXhON/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS: -29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS -29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION e , -19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA ANQ PRACTICES r .L SYMBOLS: GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE - - I SECTION REFERENCE CENTERLINE PROPERTY/LEASE LINE - • - MATCH LINE -- WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT E ELECTRICAL CONDUIT A COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS GROUT OR PLASTER -- (E) BRICK (E) MASONRY I CONCRETE EARTH GRZL i PLYWOOD SAND ti '� ® WOOD CONTINUOUS C'�' y ' �'" '.A '/ WOOD BLOCKING _„1 a; Dept. of Cci,lI,-; j, „y ue i'YF--Y y� .Ar �/y; NEW Pp1 1 L 1 it # � L�� /,.... - _ _EXISTING h•r :� NEW ANTENNA � o� EXISTING ANTENNA Dft /�J r` GROUND ROD r L�I�'�f Lr GROUND BUS BAR - • MECHANICAL GRND. CONN. . . . 1' Rr: ■ CADWELD GROUND ACCESS WELL ELECTRIC BOX Nam; _ ❑T TELEPHONE BOX 1 ✓ y LIGHT POLE O FND. MONUMENT SPOT ELEVATION ® SET POINT Q1 REVISION SPECIAL INSPECTIONS REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑ VERIFICATIONS OF MILL REPORT CONCRETE OVER 2.500 PSI (5$ SACK MIX) AT 28 DAYS ❑ IDENTIFICATION OF STEEL AND AT JOB SITE CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING LM TTY TRENCHES ❑ ANCHOR BOLTS INSTALLATION /AND PLACEMENT IN CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY CONCRETE THE GEOTECHNICAL ENGINEER OF THE RECORD ❑ HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL 7iT rNFORUATIDN CONTAINED IN THIS SET OF CONSIRUCTTDN DOCUMENTS IS PROPRIETARY BY NATURC ANY -USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET#_) ❑ OTHER *§at&t mobility -^M a sTe c Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 REGISTERED ARCHI ECT S THOMAS R, HOLLAND STATE OF WASHINGTON REN. 02-18.1=10000 _ l �l T�WI 1 � N O o< U a 3 o_ V� a¢ U 3 (n TI� N< FI.••I w W I� REVISIONS NO- DATE DESCRIPT H INITIAL A 1"7I11 RED FOR KOR mA w CAP D LYjHRN14 ISSUED FOR FCD REVIEW GAP 1 4kmm ISSUm FOR F49 Rev" ZW 2 I/tE,<15 4SSVED FOR FCD RENEW ZW a OVi4ld Win FOR fKt MXSME01N ZVN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-2 ��.• -R0, -T EE-AREA ♦� n.N AEX 'q.IRESn Q LING fi � Gj�- L EXISTING BUILD7 U '�n• ' TELECOMMUNICATIONS FACILRY BY AND ADWNG (B) LTE PANEL ANTU UNTTS MOU NEAR 2 PER LT£ AHTENNAj, AND RRF1 TO EXISTING rPROPOSES TO INSTALL NEW LTE Ei rEQUIPMENT RACK WITHIN AN Ek15D In 7- Q 2 N r STURGE'SII� UNTF INTING FRAME. AT&T ALSO UEDTT IN AN EXISTING UNDERGROLIND VAULT 24"x36' SCALE: 1' = 200-0" IIN17" SCALE: 1" = 400'-0" iE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION rLEGEND SUBJECT BOUNDARY LINE - — - — - — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - - - - - - - - - - - - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE ONP OHP OVERHEAD POWER LINE - UGP- uGa OGP- BURIED POWER LINE BURIED GAS LINE OHT OHT OVERHEAD TELEPHONE LINE — UGT— UGT UCT— BURIED TELEPHONE LINE —W —W —W —W — BURIED WATER LINE —SSSS—SS— BURIED SANITARY SEWER —SD —SD —SD— BURIED STORM DRAIN DITCH LINE/FLOW LINE ROCK RETAINING WALL • • . . . • • - • • • • . • • VEGETATION LINE —x—x—x—x—x— CHAIN LINK FENCE WOOD FENCE — x — x — x — x — x — BARBED WIRE/WIRE FENCE �p TRANSFORMER -(�- FIRE HYDRANT IY LIGHT STANDARD D4 GATE VALVE © POWER VAULT LB WATER METER ® UTILITY BOX Q FIRE STAND PIPE 0 UTILITY POLE ❑ CATCH BASIN. TYPE I E— POLE GUY WIRE ® CATCH BASIN, TYPE II TO GAS VALVE a SIGN ® GAS METER ^ BOLLARD O TELEPHONE VAULT MAIL BOX ❑ TELEPHONE RISER 234-21 SPOT ELEVATION DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS AND EXISTING CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. LEGAL DESCRIPTION: POR OF NE 1/4 OF SO SEC LY MY OF SELY LN & ITS NELY & SWLY PROLONGATIONS OF TR B OF RIDCE ON 5 & LYING NELY OF NOY BDRY OF SW CAMPUS DR & LY WILY OF CAMPUS NEW DIV 3 & DIV 4 & LESS POR LY SLY & ELY OF A LN OAF - BEG AT MOST SLY CDR OF CAMPUS VIEW ON J3 TH N 48-36-26 W 400 FT TH N 10-30-00 z1W FT TO BEG OF SO LN TH N 74-55-42 W 431M FT TH S f31I W 520.04 FT N N 84-07-21 IN 313.99 FT TH S 08-15 W 465 FT TO 5W CAMPUS DR & TERM OF SO LN & LESS POR OF SD NE 1/4 DAF - BEG AT NXN OF NELY MGR OF SW CAMNS DR WITH SWLY EXTN OF SEW LN SD TR B OF THE AV" DIV 5 TH N 52-SB-44 E ALG SO EXIT! 402.20 FT TN S 25-07-48 E 746.05 FT TH S 64-52-12 W M-00 Fr TH S 25-07-48 E 450.69 FT TO TOP OF BANK OF EXISTING STORM DRAIWGE CHANNEL TH ALG SD TOP OF BANK S 17-52--21 W 136,20 FT TH S 38-30-56 W 143A 1 FT TAP ON NELY MON SD SW CAMPUS 0R TH NWLY ALO SO MGM TO P09 TGW NWLY 262"5 FT OF BONN TRANS LN ESMT LY WLY OF SW CAMPUS DR IN NE 1/4 OF SO SEC TGW NWLY 262.5 FT OF SD BONN TRANS LN ESMT-L4 WITHIN SE 1/4 OF NW 1/4 SD SEC TGW NWLY 262.5 FT OF SD BONN TRANS LN ESMT IN NE 1/4 OF SW 1/4 OF SO SEC PARCEL NUMBER.- 192104-9003-08 VICINITY MAP I-ANNING Of Federal Way TRUE NORTH He,m ro a aN.�m.e y .iti ."rw T SITE)% ".Opt E A-- r.1 s1 crbl, 10, ` L, y y 9 - PARCEL PLAN I 1 at&t mobility 4asTec Network Solutions PACIFIC TELECOM SERVICES. LLC 4072 REGISTERED ARCHI ECT THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-1= _ l r �1 1 W w17 N O 0 to o rn U a a Ucfj cf� U z� T~4 N < �I w Ln o LL, Fes] I� REVISIONS NO. I DATE DESCRIPTION WITNL A WDT/14 ISSUED FOR PCD REVIEW GAP 0 IDVO9114 ISSUED FOR FCD REVIEW GAP 1 D5112114 ISSUED FOR FCD REVIEW ZLN KE2 6SUEA FOR FCC REVIEW ZLN _L 3 M!LI 15 MM fM FNIC WnMC{pl ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PARCEL PLAN SHEET NUMBER A-1 BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY \, I EXISTING EQUIPMENT \\ VAULT ACCESS 1 \ — r J � r fI EXISTING UNDERGROUND .. f I I' EQUIPMENT VAULT I \ \ \ - L EXISTING •�:y •" GRASSED AREA --e— — — — ——�. — — — L L ` y e L L � L r L fJj/` 1 L � 24"x36" SCALE. 1/4• = 1'-v" 11"x17" SCALE. 1/8' = 1'-0" 4• 3 z 1' 0 4' 1E INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DrSCLOSVRE QTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS 1 r L e r- EXISTING y - - AGRASSED AREA--7f/ ` • . 4 y y y ` • t i y F � ~ t L • y 4 4 y 'ZEXSSTING ACCESS ROAD EXISTING 1-5/8' COAX (6) CABLES ROUTED WITHIN (2) 6' U.G. CONDUITS (FIELD VARIFY) i EXISTING 100'-0" AOL TRANSMISSION TOWER _ I � // AFROVE i L EXISTING GRASSED AREA -7 PLANNING l // C:ty of Federal W*y — — — — — — — — — — — — — — — Dept- oi• community-� p Perim.it 4 Date TRUE NORTH (II ponlN.). SITE PLAN 1 -:-.Maslec Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 REGISTERED ARCM[ CT Ln �J THOMAS R. HOLLAND STATE OF WASHINGTON _ l REN. 02-18-1=0000 �l w ] N O O00 U a 3 Q Q V(f] � v 3 Ld W Lon W D W REVISIONS NO, I�.D.Ayi�E DESCRIPTION RRTIAL A DWIP4 ISSUED FOR PCO R(MM OM 0 FOR FCD RENEW GAP 1 16/12/14 ISSUED FOR FCD REVIEW ill: 2 I1/26/15 ISSUED FOR FCD RENEW ILN 3 Ovii 1y MCI) T08 MK CID14714CI10E 2UN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-1.1 EXISTING AT&T UTILITY RACK WITH METER MOUNTED ON (D at&t mobility EXISTING AT&T ACCESS HATCH & r rr~\ - L EXISTING AT&T GPS MOUNTED TO 1.r.GUF-- ` 7 _ ._.�� \ ANTENNAS UTILITY RACK EXISTING AT&T PREFABRICATED UNDERGROUND r � � L \ \ •1.'. :I EXISTING AT&T ACCESS HATCH TO U.G. VAULT EQUIPMENT VAULT _..� \ - L CNN _ + I r r r r - \L r EXISTING ACCESS ROAD r �r I AIL• EXISTING 1-5/8' COAX CABLES TOTAL, 6" US(WITHINTED r'/ \ VERIFY) U.G. CO CONDUITS FILED E \ a \ L i �'�,♦ rir • - L�rr ,y. EXISTING GROUND VAULT e � k A y\\ EXISTING OVERHEAD TRANSMISSION LINES (TYP) / I/ EXISTING AT&T LTE PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE REMOVED EXISTING AT&T UMTS PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE RELOCATED EXISTING AT&T GSM PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE RELOCAM EXISTING 1-5/8' COAX CABLES (6) TOTAL, ROUTED WITHIN (2) 6" U.G. CONDUITS EXISTING AT&T (2) 6" DA4 CONDUIT SRi8-UPS AT BPA TOWER LEG EXISTING AT&T 4" CONDUIT STUB -UPS (12 TOTAL-(4) SPARE) AT WE OF EXISTING BPA TOWER LEG EXISTING 105'-0 AGL TRANSMISSION TOWEF 24"x36" SCALE: 1/4" = 1'-0' 11"x17" SCALE: 1/8" = 1'-O" THE INC(1R..ATIAN MMTANM IN ❑OCUMENTS IS PROPRIETARY BY ANY EXISTING AT&T 6'-0" WIDE ANTENNA H-FRAME MOUNT (1 PER SECTOR, 3 TOTAL) TO REMAIN AND BE MODIFIED EXISTING AT&T LOW -PROFILE ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) TO REMAIN & U 85- atWUTH CIOR 7 L 85 " MU EXISTING AT&T TMA'S PER LTE ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE REMOVED EXISTING AT&T ABSOLYTE 10OG31 BATTERY BAY (TYP. OF 2)------K EXISTING AT&T CABLE PORTS - EXISTING AT&T EQUIPMENT RACKS EXISTING AT&T COAX CABLES ROUTE (6) TOTAL (VERIFY IN FIELED) t EXISTINGL OVERHEAD POWER LINES � , TRUE NORTH EXISTING COMPOUND PLAN 2 24"x36" SCALE: 1/" = 1'-0" 11"x17" SCALE: 1/4" = 1'-0" OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. fl 1 EXISTING AT&T GSM CABINETS TO BE RElI01+EU!•t EXISTING AT&T GSM CABINETS \�\ EXISTING PDU CABINET--i rL: S EXISTING ACCESS HATCH & LADDER EXISTING AT&T UMTS CABINETS EXISTING AT&T LTE EQUIPMENT RACK EXISTING AT&T 70OMHz RRH UNITS MOUNTED AT EXISTING H-FRAME (1 PER SECTOR, 3 TOTAL) EXISTING AT&T DIPLEXER UNIT MOUNTED AT EXISTING H-FRAME (1 PER SECTOR, 3 TOTAL) APPROVED PLANNING City of Federal Way Dept. of Cvmmunfty Devei pmere Permit # 1 _ Date TRU NORTH Norm le b n.. EXISTING EQUfrMENT PLAN •.NasTec Network Solutions PACIFIC TELECOM SERVICES. LLC 4072 REGISTERED ARCHI ECT THOMAS R. HOLLAND STATE OF WASHINGTON REN, 02-18-1= I W W N O WFr � 0 O�1 U 3 OL Q Q N Ld W ND rho V REVISIONS ND• I9AfE DESCfaP'1K1N 1NRUL ■ O/I G I ISVAD FOR RCD RCO" GAP Q WMfr4l ISSVEO FOR "R FIEMEW W 1 17714 r,SIJED FOR FCO RLVIEW 2LN z ■es11s WIPED MR f= RMCH iw s W141U ISSI,m rM rhk oCIbFIGCTFDI xLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING EQUIPMENT _& ANTENNA PLAN SHEET NUMBER A-2 EXISTING AT&T UTILITY RACK WITH METER MOUNTED ON 7 EXISTING AT&T ACCESS HATCH & LADDER- EXISTING AT&T PREFABRICATED UNDERGROUND \\�\ EQUIPMENT VAULT J rJ I%J - �I ' f' � • n 1 \\\ +,\ EXISTING OVERHEAD TRANSMISSION LINES (lYP)� �v "N \ PROPOSED AT&T LTE PANEL ANT}}m p PER SECTOR. 6 TOTAL) r— \ti\ i RELOCATED AT&T VMiS PAN" ANTENNA (1 PER SECTOR, 3 TOTAL) RELOCATED AT&T GSM PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) 1 PROPOSED I(T&T LTE PANEL ti\\r FHfTRfB/Y1 (2 PER SECTOR, 6 TOTAL) J! � f ! EXISTING 1-5/8' COAX CABLES (6) TOTAL, ROUTED WITHIN (2) 6" U.G. CONDUITS EXISTING AT&T (2) 6" DIP. CONDUIT STUB -UPS AT BPA TOWER LEG EXISTING AT&T 4" CONDUIT STUB -UPS (12 TOTAL-(4) SPARE) AT BASE OF EXISTING SPA TOWER LEG EXISTING 105'-0' AGL TRANSMISSION TOWER �24"x36" SCALE: 1/4" -"x36" SCALE: 1/4" - 11"x17" SCALE: 1/6" = 1'-0" 4• 3 2' 1 0 4' THE INFORIAATION r•11NT►INFn IN THIS RFT OF CONSTRUCTION DOM •1 EXISTING ACCESS HATCH EXISTING AT&T GPS - -' - -- WITH ACCESS LADDER ANTENNAS MOUNTED TO UTILITY RACK 1 EXISTING 1-5/6' COAX CABLES (6) TOTAL, ROUTED CONSOLIDATED AT&T ,\ (FIELD VERIFY) U.G. CONDUITS GSM CABINET \\ \ EXISTING PDU CABINET.'�J N \ 7 WS EXISTING ACCESS EXISTING AT&T ABSOLYTE 10OG31 EXISTING GROUND BATTERY BAY (TYP. OF 2) �- VAULT , _ • �I EXISTING AT&T 7z CABLE PORTS NOTES: 1. PROPOSED AT&T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. 2. VERIFICATION THAT EXISTING TOWER & MOUNTING ATTACHMENTS CAN SUPPORT PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER MODIFIED AT&T ANTENNA H-FRAME MOUNT (1 PER SECTOR, 3 TOTAL) EXISTING AT&T LOW -PROFILE ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) SEC10�� yM & uM15 85• AIIIAUTH SECTOR .A EXISTING AT&T EQUIPMENT RACKS o f r•'E105T1NG AT&T 70OMHz r J RRH UNITS MOUNTED AT EXISTING H-FRAME (1 PER ^SECTOR, 3 TOTAL) ' J /EXISTING AT&T COAX ^ p CABLES ROUTE (6) TOTAL (VERIFY IN FIELD) - . i,J6 APP, D PLANNING 1 City of Federal Way Dept, of Co ju Permit 76tyje�eIOPME By A TRUE NORTH Date 4— r. a tl.r b,l by ,Ir...mT (II peulCle). -- PR-OPOSED COMPOUND PLAN 2 11 x36' SCALE: 1/= 11x17" SCALE: 1/44" " = 1'-0" 2• 1 ❑ 2' iOPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED, PROPOSED AT&T WCS RRH UNIT MOUNTED TO EXTENDED H-FRAME (1 PER SECTOR, 3 TOTAL) 3 3 6 EXISTING AT&T DIPLEXER UNIT MOUNTED AT EXISTING H-FRAME (1 PER SECTOR, 3 TOTAL) PROPOSED SURGE SUPPRESSION UNIT MOUNTED NEAR RRH TO EXTENDED H-FRAME 5 3 A-6 PROPOSED AT&T WCS RRH UNIT MOUNTED TO EXTENDED H-FRAME (1 PER SECRM, 3 TOGL) 0-0 EXISTING AT&T UNITS CABINETS PROPOSED AT&T LTE EQUIPMENT (LTE 9811. CONVERTER UNIT, AND {{T]] CONVERTER MODULE) AT AN F�1iSi1NC'DOOR EQUEI+MkM RACK 2MAWAMI - A-6 - PROPOSED AT&T 190OMHZ RRH UNIT MOUNTED TO EXTENDED H-FRAME (1 PER SECTOR, 3 TOTAL) - 2 3 A 04 TRUE NORTH PROPOSED EQUIPMENT PLAN FI _= at&t mobility •:-M a s T e c Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 GISTERED CHI EGT 105,T THOMAS R. HOLLAND STATE OF SHINGTON WA REN. 02.18.1 7 r! �l W W wM N �� o rn U � 3 a (J0 QQ U U � 0 UJ W �n U_ 10 Ld REVISIONS NO I DATE DESCRIPTION INITIAL A O-OTY141 ISSUED FOR PCD REVIEW GAP 0 05/39/141 ISSUED FOR FCD REVIEW W IM11MLI ISSUED FOR FCD FIfl9EW zw 2 LEI ISSUED FT7R FCO pEV1EW zLN 3 DVN/IS UM FOR FlMIL C0161RCI zw NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED EQUIPMENT & ANTENNS PLAN SHEET NUMBER A-3 2Cx36' SCALE: 3f16' = 1'-0' 11 "x17' SCALE: 3/32" = 1'-0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION `/-S EXISTING SOUTHWEST ELEVATION I 1 •:.I a sTe c Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 REGISTERED AR HI CT TTHHOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-1= w W W 0 N O U�m � a 3 Uas � V 3 T N LU Ili Ln O W O Uj F�} I� REVISIONS 00. 1 DATE I DESCRIPTION INITIAL A 04/09/Ti 955UED FIX! POF9 REwEw CAP D 05/09/14 ISSUED FOR FCD REVIEW GAP 1 �17�11 LSSUM FOR PCD RENEW ZLN 2 01/1,11, ISSUED FOR nD RENEW ZLN 3 {p/19/15 9'ma AN FI19Y. M.U:pxmm ZUN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING SOUTHWEST ELEVATION SHEET NUMBER A-4 IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER TO CARRIER SERVICES IS STRICTLY PROPOSED AT&T LTE PANEL - ANTENNA (2 PER SECTOR, 6 TOTAL) RELOCATED AT&T UMTS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) RELOCATED AT&T GSM PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) 1 PROPS ATA4 LTE PANEL F- AKIEHNA, (2 PER SECTOR. 6 TOTAL) EXISTING AT&T LOW -PROFILE ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) MODIFIED AT&T ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) EXISTING AT&T ACCESS HATCH & LADDER EXISTING AT&T CPS ANTENNAS MOUNTED TO UTILITY RACK — EXISTING BOLLARD (TYP) EXISTING AT&T LTE RAI EXISTING AT&T EQUIPMENT RACKS — CONSOLIDATED EXISTING L AT&T GSM CABINET -i — 1 I EXISTING AT&T BATTERY r -Z a I a BAY (TYP. OF 2) I I II 1 1 EXISTING AT&T 70OMHz RRH UNITS MOUNTED TO EXTENDED H-FRAME (1 PER SECTOR, 3 TOTAL) + 24x36" SCALE: 3/16" = 1'-0' 11"x17' SCALE: 3/32" = 1'-0" P 2 D" 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY EXISTING 105' TRANSMISSION EXISTING GROUND VAULT EXISTING AT&T PREFABRICATED EQUIPMENT VAULT PROPOSED AT&T WCS RRH UNIT MOUNTED TO EXTENDED H-FRAME (1 PER SECTOR, 3 TOTAL) L J 3 3 A-6 PROPOSED SURGE SUPPRESSION UNIT MOUNTED NEAR RRH TO EXTENDED H-FRAME 5 3 EXISTING AT&T DIPLEXER UNIT MOUNTED TO EXTENDED H-FRAME (1 PER SECTOR, 3 TOTAL) OR D;SCLOSURE OTHER THAN THAT WHICH RELATES TO I 1 I 1 I t, V z < w rn ! � Ia n g z a l ^ f LL1 w z w a O FO O LL � F O a 0 p G U r IS STRICTLY PROHIBITED. NOTES: 1. PROPOSED AT&T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. 2. VERIFICATION THAT EXISTING TOWER & MOUNTING ATTACHMENTS CAN SUPPORT PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER p p h C.2)'VED PLAN NiNG City of Federpi Way le at&t mobility -IasTec Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 1 REGISTERED I THOMAS R.'HOLLAND STATE OF WASHINGTON REN. 02-18-1= 1 ww w w o N o V 0_ ro O O 0- U v3 N O Lv 0 r0 L, REVISIONS N0. L1At[ DESM TkDN IWTNL ■ wAtt/H *SUED FOR MCI RNEW C,w o c-714 P5$U i1 FOR rso RAW GAP t 01010 ISSUED FOR Fig REYIEW ZU1r 2 ol—jW4 ISSUED FOR FCD REMM 7LH i aallrlls am rqe row Cm vftcxm ZLK 11 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ts— ` SHEET TITLE EXISTING TREES, TYP. D �.r. ■ PROPOSED SOUTHWEST ELEVATION SHEET NUMBER PROPOSED SOUTHWEST ELEVATION 1 A-5 DIPLEXERS - (TYP OF 6) RRH PIPE -MOUNTED TO UNISTRUT PER MANUFACTURER, TYP RRU WCS (TYP OF 3)� 1 5/8'xt 5/8' S.S. UNISTRUT U-BOLTED TO 3"0 PIPE, TYP RRU 70OMHz (TYP OF 3) RRU WCS RGE SUPPRESSION (TYP OF 3)I� ///'''^^^1 5/0'xi 5/8" S.S. / UNISTRUT U-BOLTED TO I 3 0 PIPE, TYP DIPLEXERS (TYP OF 6) 0 700MHz (TYP OF 3) MOUNT CONVERTER UNIT PER MANUFACTURERS SPECIFICATIONS in i h m 17.24" 12.2' FRONT SIDE MANUFACTURER: ARGUS MODEL: CXPS 24-46-i HEIGHT: 8.75' WIDTH: 17.24" DEPTH: 12.2" WEIGHT: 42 LBS ISOMETRIC 0 RRH PIPE -MOUNTED TO UNISTRUT PER MANUFACTURER, TYP RRU Wcs (TYP OF 3) E)CrEN a H-FRAME RRU 190OMHz (TYP OF 3) 3 CONVERTER UNIT 24"x35" SCALE NOT TO SCALE 11`xlT SCALE: NOT TO NOT TO S� OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRI DC POWER (EI.IP fl DC/DC CONVERTER RAYCAP SURGE ALU/BBU (9926) FIBER CABLE ENCLOSURE FUTURE ALU/BBU TELCO CABINET LAYOUT DIAGRAM 19'/23" APPROVED 4CK (VERIFY) F LA N I N U City of Federal Way of COMMr _, .sty Develu�n~ _ �t Dept. Permit_- Byklojq 1, 1;llr h Date. _ _, r IN 011111111111 = --= at&t mobility --M a Network Solutions PACIFIC TELECOM SERVICES, LLC 4072T GISTERED CH ECT TO S R.HOLLAND STATE OF WASHINGTON REN.02.18.17_ �l w W w r1 N 0_ O�0 ON V o C a U3 V� V Cn N K Q/� o w 10 F� h� REVISIONS NO. I DATE I DESCRIPTION INO6y, q 0�o}]71I ISSUED FOR PCO REVIEW GAP 0 II ISSUED FOR FCD REVIEW GAP I 0VU/II ISSUED FOR FCD REVIEW ZLN Z 4)1IWIS ISSUED FOR FCD REVIEW 20 7 E�N�15 LRiAL FO IM O "&IT[M ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-6 CONTAINED IN THIS SET OF IS PROPRIETARY BY NATURE. ANY EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR ALPHA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC' TILT MEW TILT REF TMA NUMBER OF COAX COAX 0 CO- LENGTH DIPLEXED GSM NO 85' 74'-0` 1 KATHREIN 742-264 6 0' TBD NONE 2 7/B" 120'-0" YES ( GB-G9) GSM 1900 74'-0" 4' 0' TBD ETB19G8-12UB 2 7/8" 160'-0" UMTS 850 85' 74'-0' 1 KATHREIN 742-264 8' 0' TBD NONE 2 7/8" 160'-0" YES (U8-U9) UMTS 1900 74'-0" 4' 0' TBD LGP 21401 2 7/8' 160'-0" LTE 85' 73'-2" 1 KMW 10 2' TBD p TTAW-07BP1 11 -001 2 1-5/8" 160'-0" L7 SECTOR BETA AZIMUTH RADCENTER NUMBERO VENDOR MODEL �T' MECH. TMA NUCOAX BER OF COAX 0 LENGTH IDIPLEXEU CSM 850 225' 74'-0' 1 KATHREIN 742-264 T 0' TBD NONE 2 7/8" 120'-0" YES (GB-G9) GSM 1900 74'--0 T 0' TBD ET819GB-12UB 2 7/8" 156'-0" UMTS 850 225' 74'-0" 1 KATHREIN 742-264 T 0' TBD NONE 2 7/8" 156'-0' YES (US-U9 ( ) UMTS 1900 74'-0" 3' 0' TBD LGP 21401 2 7/8" 156'-0" LTE 215' 73'-2" 1 KMW _ _ 0' 0' TBD TTAW-07BP1 11 -001 2 1-5/8" 156'-0' L7 SECTOR GAMMA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL TJj_T TILT MECH. TILT REr TMA NUMBER DE COAX COAX 0 COAX LENGTH IDIPLEXED GSM 850 315' 74'-0' 1 KATHREIN 742-264 T 0' TBD NONE 2 7/8' 120'-0" YES G8-G9 ( ) GSM 1900 74'-0" 3' 0' TBD ETB19G8-12UB 2 7/8" 156'-0" UMTS B50 74'-0" KATHREIN 742-264 T 0' TBD NONE E 2 7/8" UB-U9) 74'-0" 3' 0'TBD LGP 2 2 7/8' ft56-0",YES1 315' 73'-2" 1 KMWrff� T 2' TBD TTAW-078P111-001 2 1-5/8" L7 NOTES: • BSI USE COAX LENGTHS FOR CUT LENGGTM F5i UCES ONLY CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFOS. EXISTING AT&T LTE PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE REMOVED t � 7f� G. 3 �•3'• _ EXISTING AT&T GSM PANEL ANTENNA 1> S (1 PER SECTOR, 3 TOTAL) TO BE RELOCATED EXISTING AT&T UMTS PANEL _ ANTENNA (1 PER SECTOR, CTOR 'A 3 TOTAL) TO BE RELDCATED I & 65' AZ UUTH EXISTING AT&T LOW -PROFILE ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) TO REMAIN EXISTING AT&T GSM PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE RELOCATED — EXISTING AT&T LTE PANEL ANTENNA C. (1 PER SECTOR, 3 TOTAL) TO BE REMOVED EXISTING AT&T UMTS PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE RELOCATED EXISTING AT&T 6'-0" WIDE ANTENNA H-FRAME MOUNT (1 PER SECTOR, 3 TOTAL) TO REMAIN AND BE MODIFIED EXISTING AT&T GSM PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE RELOCATED 2s`x36" SCALE: 1/2' = V-O" 11"x17" SCALE: 1/4- - 1'-0" 2 1 0' 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS ,b f�, " SE OR fI L 1 EXISTING AT&T UMTS PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE RELOCATED EXISTING AT&T LTE PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) TO BE REMOVED PROPOSED ANTI CONFIGURA 1I10 N AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER VENDOR MODEL �' MEAL' REF TMA NUMBER COAXCOAX DIPLE7iFA ANTENLTE COAX I LENGTH 700 85, 73'-0" 1 COMMSCOPE '`'BTiY1H— 1D659 1 y D. 4 1-5/8" 160,-0" - - EISSOSP78 low' UM15 850 85UM7S 74'-0" 1 KATHREIN 742-264 Ir 0' 2 7/8' 160'-0" - _ 2 I„0p 214D1 1sw 85' 74'-0" 1 KATHREIN 742-264 8 - 2 7/8' 160'-0" - _ z LGP 214D1 LTE WOS LTF 70C 85' 73'-0" 1 COMMSCOPE SBNHH- BNHH 1" 4' 0' - 4 1-5/8" 160'-0" - - I - SECTOR B AZIMUTH RADCENTER NUIRBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT REr TMA NUMBER COAX COAX 0 COAX LENGTH DWLM LTE 70o 215' 73'-0' 1 COMMSCOPE NHH- S1BD 5B V 2' 4 1-5/8" 156'-0" - - E15SO9P78 1UNTS aw 225' 74'-0" 1 KATHREIN 742-264 T 0' 2 1/8- 156'-0" - 2 A DWN MHI E18lHG9-12UB CSM 1900 GSM 850 225' 74'-0" 1 KATHREIN 742-264 3' r - 2 7/8" 156'-0' - - 2 LOP 21401 UM13 856 215' 73'-0" 1 COMMSCOPE GNHH- SID65B T 4 1-5/8" 156'-0" - - SECTOR B AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL T9.T TO MECH. mr RET TMA NUMBER OF COAX COAX 0 ow MGT LENGTH UIPLEXED LTE 19M 47E 700 315' 73'-0" 1 COMMSCOK SBNHH- ID65B 5' 3' 2, - 4 1-5/8' 156'-0" - EII5SOSP78 UMTS BM 1 315' 74'-0' 1 KATHREIN 742-264 01 2 7/8" 156'-0" - _ 2 LGP 21401 U 112 315' 74'-0" 1 KATHREIN 742-264 T - 2 7/8" 156'-0" - _ 2 LGP 21401 LTE WCS 315' 73'-0" 1 COMMSOOPE SBNHH- 10656 5' 7' 2. - - 4 1-5/8" 156'-0" - LTE 70O - - PROPOSED AT&T LTE PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) "• RELOCATED AT&T UMTS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) RELOCATED AT&T GSM PANEL ANTENNA MOUNTED AT PROPOSED ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) PROPOSED AT&T LTE PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) PROPOSED AT&T LTE PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) RELOCATED AT&T UMTS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) RELOCATED AT&T GSM PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) PROPOSED AT&T LTE PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) EXISTING ANTENNA CONFIGURATION 2 11"07" SCALE: IV - 1'-0' 1"x17" SCALE: 1/9" = 1'-0" USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED- ` ' MODIFIED AT&T ANTENNA H-FRAME MOUNT (1 PER SECTOR, 3 TOTAL) PROPOSED AT&T LTE PANEL ANTENNA (2 PER SECTOR, 6 TOTAL) EXISTING AT&T LOW -PROFILE ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) RELOCATED AT&T GSM PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) S OR . . 86 AZIMUTH SECTOR "A 8 IM RELOCATED AT&T UMTS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) L— PROPOSED AT&T LTE PANEL ANTENNA (2 PER SECTOR. AR1 . e] C'. V of Ferjer ,,Wav Dept. ji Community Devebpllam re, mit # eB Date."_i4jac � Q� PROPOSED ANTENNA CONFIGURATION 1 1 =-MasTec Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 REGISTERED ARCH[ ECT THOMAS R. HOLLAND STATE OF WASHINGTON goo W W 0 N O 0_ 00 � m V � V) 3 0_ � v3 U N I� 1 O w 10 o � w L� Mom) h� REVISIONS NO, I DATE I DESCRIPTION W411AL A, I"Ikdl ISSUED FOR PCD REVIEW GA° v WP/141 ISSUED FOR FCD REVIEW GAP 1 'Wi7111 ISSUED FOR FCD REVIEW ZLN 2 91/2051 ISSUED FOR FCD REVIEW 2U1 3 b/It/ill =0 RA PAIL Dp16FL9M ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATION & SCHEDULE SHEET NUMBER R_F1 I L 7u-7 AT&T GPS ANTENNA T P 1 7/8" O.D. PIPE 4 NOTE: MOUNT RRH UNITS PER MANUFACTURES 11 1 SPECIFCATIONS 11.0" C, W n SITE PRO 1 PIPE TO PIPE RAYCAP DC SURGE CLAMP SET (PART) ACPOSKy SUPPRESSION UNIT OR APPROVED EQUAL NOTE: TO BE MOUNTING PIPE INSTALLED WITHIN 6 19 0" FEET OF RADIO UNIT x � SUPPORT POST v MANUFACTURER: ALCATEL-LUCENT n —i 19 0" MODEL' 9926 BBU MANUFACTURER: ALCATEL-LUCENT NOTES HEIGHT: 19" WIDTH: 3.469"; 2U 31.5' (Rack Units) MODEL: 5 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT r DEPTH- 11.81' i HEIGHT: 1.5" HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE -- 0 WIDTH: 12.0" r env WEIGHT: 26 LBS m o DEPTH: 8.7" AROUND THE GPS ANTENNA '�-a�--�"e7 d'- 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A WEIGHT: 70 LBS MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL EBONT MOUNTING LOCATION OF GPS ANTENNA BRACKET BY MANUFACTURER 3. GPS ANTENNA TO BE MOUNTED A MINIMUM OF 10' AWAY FROM ANY EXISTING GPS ANTENNA FRONT MOUNT 4. IF MORE THAN (1) PURCELL CABINET (OR RACK MOUNTED LTE BASE BAND UNIT) IS NSTALLED ON SITE; INSTALL GPS SPUTTER: LUCENT, 408762045, KS245351_10, 1:2 GPS SPUTTER, ASSEMBLY TYPICAL GPS SPECIFI ATION _ RACK MOUNTED 9926 B8UF6 SURGE SUPPRESSION UNIT RRH SPECIFICATION /� 24`x36" SCALE: 1 s/2;=7 --0: / 24'x36' SCNF: 1 1/2;n 1;-0; 24"x36" SCALE 1 1 "m i;-0; 24'x36� 9CA11: 1 "�1'-O' 4 1 7" 4 >=1 -Q 7 1 "x 17' SCALE: 3 4 n 7 -5 11 "x17" SC E: E"d 1 1 1" 17" 1 "� 7'- " F51 NOTE: MOUNT RRH UNITS NOTE: VERIFY EXISTING CONDITIONS PER MANUFACTURES - ALL MOUNTING ATTACHMENTS AND NOTE: MOUNT RRH UNITS SPECIFICATIONS HARDWARE SHALL BE VERIFIED BY PER MANUFACTURES ATTACHMENT MANUFACTURER SPECIFICATIONS MECHANICAL DOWNTILT 11.9 BRACKET 7.1 MANUFACTURER: ANDREW i e MODEL• S � WEIGHT: 66.14 6.14 LBS DIMENSIONS: 72.0" X 11.9" X 7.1" FREQUENCY: REFER TO RF DATA SHEET a 11.9 of Q e e 1l N � a 11 1 7Q n '{ll 71.85 RF CONNECTOR, TYP REMOTE ELECTRICAL r m N o DOWNTILT ACTUATOR, TV BOTTOM a, u-e1, 4F m MANUFACTURER: ALCATEL-LUCENT ?PROV MANUFACTURER: ALCATEL-LUCENT HEIGHT: 1890"�-1900 MODEL: RRH2X40-07L-DE WIDTH: 11.52" HEIGHT: 24.131.5" DEPTH: 50 L PLANNING WIDTH: 11.5" WEIGHT: 50 LBS � DEPTH: 5.7" lqv WEIGHT: 52.91 LBS RF CONNECTOR, TYP FRONT City of Federal Way REMOTE ELECTRICAL FRONT DOWNTILT ACTUATOR, TYP Dept. of Community Development Permit* IS— Date_dU*U_A40r. _U.--iEkyw, RRH SPECIFICATION RRH SPECIFICATIOND2 LIE ANTENNA SPECIFICATION 1 24'x35" Sl3LE: 1 T/2"�1; 0"Fj] 24"x36" SCALE- 1 1/2.:1'-0" 24-x36_ SCALE: 11 "x 17 SCALE: 3 4"� t -O" } 1 "x 17" SCALE: 3 4"� i'-0" 18 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATE5 TO CARRIER SERVICES IS STRICTLY PROHIBRED. at&t mobility • 4asTec Network Solutions PACIFIC TELECOM SERVICES, LLC 4072MREGISTERED THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02.16.1= � V w w W M N O U a 3 U3 U� �V/ ilk 0 Of oW U') O 1�+ REVISIONS NO DATE DESCRIPOON IMiIAL A 04MJ141 ISSUED FOR PCD REVIEW GAP D MM/14 ISSUED FOR FCD REVIEW CAP 1 M/17J14 ISSUED FOR POD REVIEW ZLN 2 a]/IS ISSUED FOR FCD REVIEW ZLN 3 415JH/11 [SW FOR FN4 WRSIILIM ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER R-F-2 24"x36" SCALE: 1/2" = 1'-0" - SCHEMATIC GROUNDING PLAN 1 11-.17" SCALE- 1/4' = 1'-C" 2' 1' 0" 2' THE INFORMATION COPOWNE0 IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. GROUNDING KEYED NOTES O CAD WELD (TYP). SEE DETAIL 2/E-2. O ANTENNA GROUND BUS BAR AT ANTENNA LEVEL WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION. SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. OTOWER GROUND BUS BAR AT BASE OF TOWER. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. Qq 6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. OGROUND FROM ANTENNA GROUND BUS BAR TO TOWER GROUND BUS BAR (TYP OF 2 PLACES). SEE DETAIL 7/E-2. ©6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3). SEE DETAIL 5/E-2 O7 #6 AWG 190OMHz RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E-2. O BUSABARSURGE SUPPRESSION SEE DETAIL 5/F-UNIT OUND TO ANTENNA GROUND Q2. #6 AWG GROUND FROM LTE EQUIPMENT TO TIE INTO EXISTING SYSTEM GROUND RING. SEE DETAIL 4/E-2 10 #2 AWG THHN CADWELD H-FRAME GROUND TO TIE INTO EXISTING GROUNDING SYSTEM_ SEE DETAIL 4/E-2 11 #2 AWG GROUND FROM TOWER BASE GROUND BUS BAR TO TOWER GROUND RING (TYP OF (2) PLACES) SEE DETAIL 4/E-2 APPROVED PLANNING City of Federal Way =pt. of Community Development =rmit # Ite 1 Q ROUNDING NOTES & LEGEND 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 BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM MONOPOLE OR POLE USING MFR'S PRACTICES. .3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T MOBILITY REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING TRUE NORTH 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES Rmlb % b. E.Inmbxd by Mt..urwy INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. DI po�ee GROUNDING ROD NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION WHERE APPLICABLE) T. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE'THE GROUND SYSTEM HAS 13EEN INSTALLED: A OUAUFTED ® COPPER GROUND R00 ® TEST WELL INDN0UAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE CADWELD CONNECTION GROUND BAR CONHED AINT 140 LESSTPOINTS ALONG THE TEST64G AND CONTAIN TT� LITNET, To PLATEAU. 0 SIDE SPLICE CADWELD 2: 2-POINT GROUND TEST OR 3-POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TD THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. :-I a s T e c Network Solutions PACIFIC TELECOM SERVICES, LLC 4072 REGISTERED ARCHI ECT THOMAS T� R.HOLLAND STATE OF WASHINGTON REN. 02-18-1= _ l w w W 0 N 0 U)< o� V 0- 3 U3 V� V (n o w �o 10w REVISIONS N0. DATE I DESCRIPTION INM%L A 01/D7/11 ISSUED FOR PCD REVIEW GAP 0 "1141 ISSUED FOR FCD REVIEW GAP 1 OV12/14 ISSUED FOR FCD REVIEW ZLN 2 ;1*/1$ ISSUED FOR FCD REVIEW ZLN 3 OS/11/1s 61VED TW nKK CaWf MTDN ZUA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 NOT USED C NOT USED n NOT USED ff NOT USED CALE 12 Tp SSME 24'k3fi, SCALE: NOT TO SCALE 24"x36" SCALE NOT TO SCALE �"� 11"x17" SCALE: NOT TO SCALE 24'x36" SCALE: NOT TO SCALE 1'x17" SCALE: NOY T 1� 24"x36 SCALE: NOT 11x17' E: N T T 11'x17+ SCALE• T T E COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS "NOOX' COMPRESSION DOUBLE LUGS, ATTACH TO GROUND SAR & INSTALL BY ANTENNA WRH OR APPROVED EQUAL CONTRACTOR (CADWELD TYPE—GL) O —GROUND BAR. INSTALLED BY GENERAL O CONTRACTOR 0000 0 0 0 0 0 0 0 0 0 0000 000 O 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 00 0 0 0 0 0 0 0 24" FIELD VERIFY NOT USED NOT U S E D SOLID BARE TINNED COPPER GROUND N D BAR WIRE CADWELD (TYPE—GL) ^ l� 24"x36" SCALE: NOT TO SCALE Ell#2 11"x17" SCALE: NOT E 24'x36' SCALE: NOT TO SCALE 10 11"x17" SCALE: NOT TO SCALE 11"x 17" SqALE- NOT TO SCALE #6 AWG FROM ANTENNA CABLE GROUND KIT iv (TYPLCALLY) TO ANTENNAS ANTENNA CABLE 12' TO 24 COPPER GROUND rA 120' MAIL RX2 TX1/RX1 WEATHERPROOFING BAR ON WALL. ICE KIT (TYP.) BRIDGE, FLOOR OR ON ANTENNA WEATHERPROOFING KIT } 77 COAX JUMPER GROUND KIT (TYP.) MONOPOLE (SEE NOTE 3) ! (TYP,) CABLE GROUND KIT CONNECTOR #6 AWG WEATHERPROOFING V fl �1 06 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO KIT (TYP.) SEE NOTE 2 ISOLATE FROM MONOPOLE GROUND BAR). SEE NOTE 1 & 2 HALO w/ #2 TO LOWER MONOPOLE BUS BAR -7W0 HOLE LUG, OR CABLE CONNECTOR NOTES_ ANTENNA CABLE COPPER ANTENNA GROUND TO EQUIPMENT (TYP.) BAR, WITH INSULATORS. EXOTHERMIC WELD TO BE USED WRH �2 AWG BOW TO t `GROUND CONDUCTOR SHALL 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. BONDED DIRECTLY TO TOP OF MONOPOLE UTILITY POLE BUILDING SERVICE GROUND OR GROUND RING BE ELIMINATED WHEN GROUND BAR IS 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED TO GROUNDD NOTES: RING DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE NOTE: ELECTRICALLY BONDED TO METAL BY CABLE MANUFACTURER. DOWN TO ANTENNA GROUND BAR. GROUND BARS AT BOTTOM OF MONOPOLES/MONOPOLES MONOPOLE/MONOPOLE 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. hh USTO SHALL ONLY USE EXOTHERMIC WELDS. GROUND STRUCTURE WIRE INSTALLATION .7 .,,CABLE GROUND KIT CONNQECTI�O� G OUND CABLE SCALE �4-x36' SCALE, scEALDE � �IINSTA SCALE24-X36 }1 SRLE. NOT T O E 1I"x77" SCALE: NOT T.0 36CONNECTION[-5ON 11'x17' :NOT TO LE 11'x17' - NOT TO SCAT. x17 APPROVED T8E iA TYPE YN TYPE NO TfPE SS w:, PLANNING City of Feder v.. Dept. of Commw,ii- TYPE W TYPE VS. TYPE VB TYPE PT Perini# #,-- 9 TYPE GL rvPE cT TYPE GY TRESS NOT USED A NOT USEDF31 CADWELD GROUNDINGCONNECTIONS ] Z T SCALE ] NOT USED j24;x37� SCALE: NOT TO SCALE "� 24"x3fi�17' SCALE: NOT TO SCALE 24"z35� SCALE: NOT 1T'O SCALE SCA 11;x37� SCALE: NOOT T 21 To §"r THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. NOT JD SCALE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. _=; at&t =� mobility oMasTec Network Solutions PACIFIC TELECOM SERVICES. LLC 4072 REGISTERED ARCH] ECT THOMAS R.HOLLAND STATE OF WASHINGTON REM 02.58-17 _ l W W Cal '0 N O O_ m O 1T U O 3 0_ L) V � v 3 I� O w In o 1� REVISIONS NO.1 DATE I DESCRIPRON 1FRRAL A WN1141 ISSUED FOR PCD REVIEW GAP D (yf0175Il ISSUED FOR FCD RENEW GAP 1 m11V)41 ISSUED FOR FCD RENEW ZLN 2 011W11 ISSUED FOR FCD REVIEW ZLN 3 I75/11/IS 15 0 FOR FNIAL CWNSIIX00 ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2