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15-102648June 26, 2015 Jim Ferrell, Mayor Daniel Baum Glotel Inc. 15375 SE 30th Place, Suite 160 Bellevue, WA 98007 RE: File #15-102648-00-UP; PROCESS I `DIRECTOR'S APPROVAL' AT&T SS65 Dumas Bay, 4451 SW 3131h Street, Federal Way Dear Mr. Baum: The City of Federal Way's Department of Community Development has completed an administrative land use review of the proposed upgrades to an existing Personal Wireless Service Facility (PWSF) owned by AT&T Wireless located on a 52-foot Puget Sound Energy utility pole in the right-of-way. Upgrades to the existing ancillary equipment located within the equipment shelter are also proposed. No height increase is proposed. The Process I application was submitted and determined to be complete on June 4, 2015. Your proposal is found to be consistent with provisions of Federal Way Revised Code (FWRC) Chapter 19.55, `Process I — Director's Approval,' and Chapter 19.255, `Personal Wireless Service Facilities.' Your Process I proposal is hereby approved. The Process I land use approval is supported by the following statements of fact: 1. Zoning & Land Use —The zoning designation for the subject property is Single Family Residential (RS15.0). PWSFs are permitted in the RS zone pursuant to the zoning chart found in FWRC 19.200.190. 2. Review Process — According to submitted materials, the applicant proposes to replace two (2) existing antennas with two (2) new antennas and add two (2) antennas to the utility pole for a total of six (6) antennas. Additional modifications to existing ancillary equipment are also included. No height increase is proposed. 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.' 3. Exempt Activity — The applicant proposes to install two cabinets within the equipment enclosure area; no expansion of the area. Proposed upgrades will occur within the existing fenced enclosure resulting in no exterior alteration. Therefore, these changes are exempt from PWSF standards set forth in FWRC Chapter 19.255 and no further zoning compliance is required pursuant to FWRC 19.255.010(3)(g). 4. 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 33325 8th Avenue South, Federal Way, WA 98003-6325 ■ (253) 835-7000 • www.cityofederalway.com Mr. Baum June 26, 2015 Page 2 highest prioritized location is not feasible as this proposal is an upgrade to an existing facility. Staff finds the applicant has met the burden to utilize the second prioritized location. The proposed 6 antennas should improve coverage of service to the area. 5. 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 and elevations the addition of new antennas, replacement, and modifications to the ground equipment are not a substantial increase to the existing site. The PWSF will not adversely affect the visual character of the City and there is no proposed height increase. The proposed antennas will be painted to match existing tower. The aesthetic impacts to surrounding uses will be no greater than the existing facility. 6. Facility Development Standards — 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. 7. State Environmental Policy Act (SEPA) —The proposed improvements are exempt from State Environmental Policy Act review as the scope of work meets categorical exemption WAC 197-11- 800(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. 8. Process I Thresholds — The proposed improvements 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. PERMIT ISSUANCE REQUIRED Prior to any site work, the applicant shall obtain approval for a right-of-way permit from the city's Public Works Department and an electrical permit from the Department of Community Development. No work may begin until the right-of-way and electrical permits are issued. Please contact Kathy Mathena, Engineering Technician, at 253-835-2725 if you have any questions regarding the right-of-way permit or the Permit Center at 253-835-2607, or permitcenter@cityoffederalway.com, if you have any questions regarding the electrical permit. 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 right-of-way or electrical permit. The effective date of this decision is June 29, 2015, 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 July 13, 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 15-102648 Doc. LD, 69863 Mr. Baum June 26, 2015 Page 3 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. Work on the site may not commence until you have been issued the appropriate right-of-way and electrical permit. 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 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 per FWRC 19.15.110. If you have any questions regarding this decision, please contact Becky Chapin, Associate Planner, at 253-835-2641 or becky.chapin@cityoffederalway.com. Sincerely, Michael A. Morales Community Development Director enc: Approved Site Plan & Elevations c: Becky Chapin, Associate Planner 15-102648 Doc I.D. 69863 4% RECEIVED CITY OF O:t� Federal WayITY OF FEDE RAL W CDS MASTER LAND USE APPLICATION DEPAIMVIENT oC Comrvium Y DGVCI.oPmENT Srun ICEs 33325 8`I'Avenue South Federal Way, WA 9003-6325 253-835-2607; Fax 253-835-2609 �ENED '� tiww►v_.c�affederal�yay.cnm JUN "' 2015 ' APPLICATION No(s) - , i % o 2 � F FE _ R ale Project Name J ( 5 yov-4,� vG CD$ HY Property Address/Location l _ ++ e e- 511J A-P)dl r%'�•�� °�� i �` ,(% Parcel Number(s) a_1.1 V 5 O @9 P Project Description g� � V,, •M�J tr7 eX ,c,b d 7 Gn,J;e, eAle— �� _ PLEASE PRINT /7�r %elrJ� ��' ZL: If}J1S� GLc�init S W1 tr! eta hey lv nt p uv' 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 11(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: Comrnercial/Residential Required Information i'Z 1 r l ,� Zotning Designation 2.� �iAP4 P06 iprehensive Plan Designation Value of Existing Improvements Q.2D 0 Value of Proposed Improvements Internalional Building Code (IBC): "-q-_ -Occupancy Type i) ✓ Construction Type Applicant ) E Address: I S 37S -50 3�0-� i j 5/-e /G s City/State: b�eil✓!t-++� GNh1 ggoo'7 Zip: Phone:��� Fax: Email: V @ C) ot` e.1 i`vjk, . (/D Sigttiturey� Agent (if different than Applicant) ��v^C G�.�j (rL•x�V� Name: Address: City/State- Zip: Phone: Fax: Email: Signature: Owner Name: Address: City/State- Zip: Phone, FAX: Email: Signature: tied Sr.3:A �[l�ya,e lr�t'1 17S061 '206 q47 c�33S 4, w� .9c �s�✓j�' �Sc , C�iv1 `n -9003 — Jnnuaiy 1, 2011 Page I of 1 k:lHandoutsWaster Land Use Application Glotel Integrity Delivered' ATEtT SS65 Dumas Bay ATEtT proposes to replace 2 existing antennas with2 antennas and add 2 antennas to the utility pole located at 471h ave SW and Dash Point Rd owned by PSE. Proposing to add 4 RRH amplifiers and 1 surge protector box at the base of the pole. The height of the pole will not change, ATEtT is planning on installing two small cabinets inside the existing equipment compound which will not be expanded. Thank you Daniel Baum 15375 SE 30th place suite 160 Bellevue WA 98007 206-661 8053 Dbaum@gLotelinc.com VEWX% J : �`if�"F.1 AY Al :I �1 w� 1 + t +ot... I lit ,� - � "ti ust� s► ..svv oil u -Now s r,e f' VIEW 1 _� -- . SS55 UTILITY POLE _ __�-�-- V1EW 3 111EW 1 &VIEW-1-"'. -.SS65 UTILITY POLE SS65 UTILITY POLE __ VIEW 2 VIEW 2 VIEW'2 � � j •� r = �,t.stx �j W" &_ EXISTING 0011 1 It.11, = EMM I WdA rot AU PROPOSED AND RELOCATEDis Je ld L7. PROPOS.Ea low Epreloo i aTm FT�I'•3 a4F.Jry � ��. . �.•� ate- ..-��. 1 �' T 7 1) e- Jill LOCAT] ElN o i I� e•' ram.. _ r r .I ExFSTING FI • •, '•.-FYI ,VY fir. 44 AVE SW _ - 5 so I _ 7 - — - - - PROPOSED r d1 'r4 r:K `s•• ` " �ry 4'. - ~� - �+.� '�. ♦ may• ' . nol I f+ T 1 � n Y � L o c EP 4 r- L 1 t; at&t Mobility VICINITY MAP J4NI.ioc Ms.NAe Vy 3 F 1 N F t`� P ~Q�nI NN 0- SW UMh Point lfd �O JI Itl,O:w sw 4 J rwlrw.r \! . ' s SITE • ILpbry. - __ v s�r non rT SW]i Ln% 5'N 114n% Y 9 "N m�twn� td'�q TRUE NORTH DRIVING DIRECTIONS START FROM REGIONAL OFFICE: DEPART NE 72ND WAY TOWARD 164TH AVE NE 475 FF TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY 0.4 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 5.0 MI TAKE RAMP RIGHT FOR 1-405 SOUTH TOWARD RENTON 15.0 MI ROAD NAME CHANGES TO WA-518 WEST 0.1 MI TAKE RAMP RIGHT FOR I-5 SOUTH TOWARDPORTLAND 7.6 MI AT EXIT 147. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR S. 272ND SL 0.3 MI TURN RIGHT ONTO S 272ND ST 0.6 MI TURN LEFT ONTO WA-99 / PACIFIC HWY S 0.5 MI KEEP STRAIGHT ONTO WA-99 / WA-509 / PACIFIC HWY S 1.1 MI TURN RIGHT ONTO WA-509 / S DASH POINT RD 3.0 MI TURN RIGHT TO STAY ON WA-509 / SW DASH POINT RD 2.2 MI ARRIVE AT 47TH AVE SW & SW DASH POINT RD, FEDERAL WAY, WA 90023 SITE INFORMATION PROJECT DESCRIPTION: AT&T MOBILITY PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY 8Y REPLACWG (2) EXISTING PANEL ANTENNAS WITH (2) NEW PANEL ANTENNAS, AND ADDING (2) PANEL ANTENNAS ON AN EXISTING UTIUTY POLE AND ADDING (4) RRH UNITS, (1) DISTTCBUTIQN UNIT MOUNTED AT BASE OF UTILITY POLE. AND (2) PURCfLL CABINETS \COUNTED DH CWENG CONCRETE PAD WITHIN WITEXISTING COMPOUND INPORMATIO14 ZONING CLASSIFICATION: RS9.6 RESIDENTIAL SINGLE FAMILY BUILDING CODE: 2012 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: U. S-2 JURISDICTION: CITY OF FEDERAL WAY PROPOSED BUILDING USE: UNMANNED TELECOMMUNICATIONS FACILITY SITE LOCATION: LATITUDE: 47' 19' 17.00" N (47.3213889') LONGITUDE: 122' 23' 30.00012" W (-122.3916667') TOP OF STRUCTURE (AGL): 63' (TOP OF ANTENNAS) BASE OF STRUCTURE (AMSQ: 168' PARCELNNI. 2116500090 GENERAL INFORMATION: I. PARKING REQUIREMENTS ARE UNCHANGED 2. TRAFFIC IS UNAFFECTED 3. SIGNAGE IS NOT PROPOSED LEGAL DESCRIPTION SUBJECT POLE IN RIGHT OF WAY OF DASH POINT ROAD NEAR 47TH AND DASHPOINT ROAD FEDERAL WAY, WA 98021 r SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 PROJECT CONTACTS APPLICANT: NEW CINGULAR WIRELESS PCS, LUC (AT&T) 16221 NE 72ND WAY, RTC 3 P.O. BOX 97061 REDMOND. WA 98052 PROJECT NGINEER: GLOTEL, INC 15375 SE 30TH PL, SUITE 160 BELLEVUE, WA 98007 CONTACT: RYAN MCDANIEL, P.E. PHONE: (425) 964-3762 PROJECT MANAGER: MASTEC NETWORK SOLUTIONS CONTACT: ROSANNE CROPANESE STRUCTURAL ANALYSIS: PUGET SOUND ENERGY 355 11 OTH AVE NE BELLEVEUE, WA 98004 SITE PL -Ptsnut Number - ved'Brr: Z_ PROPERTY OWNER: PUGET SOUND ENERGY CONTACT: MARTY O'CONNOR PH: (425) 462-3109 SITE ACQUISITION: GLOTEL, INC 15375 SE 30TH PLACE, SUITE 160 BELLEVUE. WA 98007 CONTACT: DAN BAUM PHONE (425) 999-5931 PERMITTING: GLOTEL, INC 15375 SE 30TH PLACE, SUITE 160 BELLEVUE, WA 98007 CONTACT: DAN BAUM PHONE: (425) 999-5931 CONSTRUCTION MANAGER: MASTEC NETWORK SOLUTIONS CONTACT: RON EVENSON PHONE: (253) 246-4346 APPROV�U �i1ni � � REVISED 100% CONSTRUCTION DRAWINGS DRAWING INDEX T-1 TITLE SHEET G-1 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 EXISTING & PROPOSED EQUIPMENT LAYOUT A-4 EXISTING & PROPOSED SOUTH ELEVATION A-5 EXISTING & PROPOSED EAST ELEVATION A-6 EQUIPMENT DETAILS A-7 RF DETAILS RF-1 ANTENNA CONFIGURATIONS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS f NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVERCALES SHOWN ON PLANS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE ENGINEER AND CARRIER OF ANY ERRORS OR OMISSIONS. APPROVAL/SIGN OFF CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE CONSTRUCTION MANAGER RF ENGINEER LANDLORD'S REPRESENTATIVE INTERCONNECT PROJECT MANAGER OPERATIONS SITE ACQUISITION COMPLIANCE PERMITTING CONSTRUCTION MANAGER PROJECT MANAGER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED *at&t Mobility Glotels Integrity Delivered"' 11MasTec RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY _'e©is r v , EXPIRES 2017-01-31 i 1QT.V lCiflAfC � TITLE TITLE SHEET SHEET T-1 GLOTEL PROJECT #: J4968 V V I CITY OF FEDERAL WAY CDS WORK REQUIREMENTS: ABBREVIATIONS: LIMITS OF LIABILITY• GLOTEL HAS MADE EVERY EFFORT TO CREATE COMPLETE AND ACCURATE 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED A/C AIR CONDITIONING MAX MAXIMUM CONTRACT DOCUMENTS WITH THE BEST INFORMATION AVAILABLE AT THE HOURS ACL ABOVE GROUND LEVEL MTL MECHANICAL TIME OF THEIR COMPLETION. CONTRACTORS ARE CAUTIONED THAT MINOR 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL AMSL ABOVE MEAN SEA LEVEL MTL METAL OMISSIONS OR ERRORS IN THE CONTRACT DOCUMENTS MAY OCCUR AND CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND APPROX APPROXIMATELY MFR MANUFACTURE SHALL NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER AWG AMERICAN WIRE GAGE MGR MANAGER AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THE THE CONTRACT. MIN MINIMUM DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS BCW BARE COPPER WIRE MISC MISCELLANEOUS 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE SLOG BUILDING WITH ALL APPLICABLE CODES AND STANDARDS, SEE STRUCTURAL BLK BLOCKING NA NOT APPLICABLE NOTES. NIC NOT IN CONTRACT CONTRACT DOCUMENTS: CUR CLEAR NTS NOT TO SCALE 1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED PROJECT 4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR SHALL COAX COAXIAL CABLE SPECIFICATIONS, PLANS, AND THEIR LATEST REVISIONS, ADDENDA, AND NOTIFY THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK CONC CONCRETE OC ON CENTER OD OUTSIDE DIAMETER CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY ALSO INCLUDE TO BE PERFORMED. CONST CONSTRUCTION NETWORK CARRIER STANDARDS FOR INSTALLATION OF CONT CONTINUOUS PLYWD PLYWOOD TELECOMMUNICATIONS EQUIPMENT, 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY PROJ PROJECT 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. CIA DIAMETER DWG DRAWING PROP PROPERTY PT PRESSURE TREATED DOCUMENTS ON FILE IN THE PROJECT OFFICE AT THE JOB SITE. COPIES OF THE PROJECT DOCUMENTS USED BY SITE STAFF SHALL BE 6. THE CONTRACTOR SHALL COORDINATE ON -SITE STORAGE WITH OWNER EA EACH REQ REQUIRED UP TO DATE WITH THE PROJECT OFFICE COPY, IN ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON ELEV ELEVATION RF RADIO FREQUENCY 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY ERRORS. PUBLIC RIGHT OF WAY. ELEC ELECTRICAL EO EQUAL RM ROOM EQUIP EQUIPMENT RO ROUGH OPENING OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN EXTERIOR RRH REMOTE RADIO HEAD DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE EXT RRU REMOTE RADIO UNIT IN WRITING WITHIN 24 HOURS OF DISCOVERY, CONSTRUCTION DOCUMENTS. FIN FINISH 4, IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES B. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING FLUOR FLUORESCENT SHT SHEET RECTIFICATION, THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS FUR FLOOR SIM SIMILAR SPEC SPECIFICATION PROJECT TEAM TO RECTIFY THE ISSUE, THE PROPOSAL MUST BE PROJECT. FT FOOT SF SQUARE FOOT APPROVED PRIOR TO WORK. FRP FIBER -REINFORCED POLYMER SS STAINLESS STEEL 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST 9, THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB, AND WITHIN ToSPECIFIED BY CODES AND STANDARDS INCLUDED STL STEEL KNOWLEDGE OF THE SITE GIVEN TO GLOTEL. WHERE DIMENSIONS ARE IN THE STRUCTURAL NOTES. GA GAUGE STRUCT STRUCTURAL NOT SHOWN IN THE DRAWINGS, THE CONTRACTOR SHOULD CLARIFY GALV GALVANIZED STD STANDARD GC GENERAL CONTRACTOR SUSP SUSPENDED WITH THE PROJECT TEAM WHEN THE INFORMATION IS CRITICAL TO PROPER INSTALLATION. 10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S SPECIFICATIONS UNLESS NOTED CPS GLOBAL POSITIONING SYSTEM THRU THROUGH OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE GRND GROUND TMA TOWER MOUNTED AMPLIFIER 6, THE CONTRACTOR SHALL DOCUMENT ALL CHANCES AND SUBSTITUTIONS PRECEDENCE. HORZ HORIZONTAL TNNG TINNED ON THE PROJECT OFFICE COPY OF THE CONTRACT DOCUMENTS, AR HOUR TYP TYPICAL 7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE 11. ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE PROJECT TEAM IN WRITING. HT HEIGHT AIR CONDITIONING UNO UNLESS NOTED OTHERWISE NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY GLOTEL HVAC HEATING VENTILATION SEE STRUCTURAL NOTES, 12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE ID INSIDE DIAMETER VERT VERTICAL WORK DESCRIBED BY THE CONTRACT DOCUMENTS. IN INCH VIF VERIFY IN FIELD 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS 73. THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT ININFORMATION ARE DESIGNATED AS PROVIDED BY CONTRACTOR, THE CONTRACTOR SITE TO IT'S PRE -WORK CONDITION. WHERE THE WORK PERFORMED INSUL INSULATION W/ WITH SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR DOES NOT ALLOW FOR PRE -WORK RESTORATION, WORK AREAS MUST INT INTERIOR W/0 WITHOUT REVIEW AND APPROVAL PRIOR TO WORK. BE REPAIRED OR REPLACED TO MATCH EXISTING FINISH AND SITE IBC INTERNATIONAL BUILDING CODE WP WATER PROOF GRADING LBS POUNDS 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND LMU LOCATION MEASUREMENT UNIT /� ADMWISTRATIVE REQUIREMIr1VTS: ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF LTE LONG TERM EVOLUTION WORK, 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REOU(INCLUDING FEES) TO COMPLETE THE WORK DESCRIBED BY CAST-IN PLACE CONCRETE: CONCRETE SLABS ON GRADE: CONSTRUCTION DOCUMENTS. THE CON 1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF DRAWINGS IS 1. SLAB -ON -GRADE CONSTRUCTION SHALL BE SUPPORTED ON A 6 INCH 2. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF 13ASED ON ACI 318 LAYER OF CLEAN 3/4 INCH MINUS SUBGRADE COMPACTED TO A THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND THE DENSITY OF NO LESS THAN 957 OF THE MODIFIED PROCTOR MAXIMUM DESIGN AND CONDITIONS AFFECTING THE WORK 70 BE PERFORMED. 2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY CRY DENSITY (ASTM D-1557). SUBGRADE SHALL BE SUPPORTED ON ANY ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE SUBMITTED TO COMPRESSIVE STRENGTH OF 4,000 PSL UNLESS SPECIFIED OTHERWISE. UNDISTURBED NATIVE SOIL OR PROPERLY PLACED AND COMPACTED THE PROJECT TEAM VERBALLY AND IN WRITING STRUCTURAL FILL. 3. EACH CONCRETE MIX DESIGN SHALL HAVE A CYLINDER TEST HISTORY 3 THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FORA OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH ASTM C39, 2_ INTERIOR SLABS -ON -GRADE SHALL BE CAST OVER A 4 MIL VAPOR PERIOD OF ONE YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTED BY AN ACI CERTIFIED STRENGTH TESTING TECHNICIAN, AND THE BARRIER AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER / STRENGTH STATISTICALLY DETERMINED IN ACCORDANCE WITH ACI 318. MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP. ALL EACH MIX DESIGN USED ON SITE SHALL BE SUBMITTED TO, AND 3. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE JOINTS ARE TO ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD RECEIVED BY THE PROJECT TEAM BEFORE THE CONCRETE IS PLACED BE INSTALLED AT 14 TO 16 FEET ON CENTER EACH WAY MAXIMUM OF TWO YEARS, THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF ON SITE UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL SAW CUT JOINTS THE PROJECT, IN CONCRETE SLABS ARE TO BE MADE WITH AN EARLY CUT SAW AS 4 RAW MATERIALS, MANUFACTURE, AND DELIVERY TO THE FORMWORK SOON AS POSSIBLE AFTER POURING BUT NO LATER THAN ONE HOUR 4. THE CONTRACTOR SHALL PROVIDE A COPY OF LICENSE AND SHALL BE IN ACCORDANCE WITH ASTM C94 AND ACI 318. AFTER FINISHING INSURANCE TO THE TELECOMMUNICATIONS CARRIER. 5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT THEY DO 4, PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS/SPREAD FOOTINGS. NOT MOVE DURING PLACEMENT OF THE CONCRETE. REFERENCE THE JOINTS SHALL BE FORMED BY INSERTING PREFORMED JOINT FILLER REINFORCING STEEL SECTION, FOR THE FULL DEPTH OF THE SLAB. SITE SAFETY: 6. TWO CYLINDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED TO THE 5. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO 1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR FORMWORK. SAMPLES ARE TO BE TAKEN FROM THE CONCRETE AS IT COLD OR HOT WEATHER IN ACCORDANCE WITH ACI 305 AND 306. THE SAFETY OF THE SITE STAFF AT ALL TIMES DURING THE IS PLACED IN THE FOR IN ACCORDANCE WITH ASTM C172. CONTRACTOR SHALL TAKE SPECIAL CURING PRECAUTIONS 70 MINIMIZE CONSTRUCTION OF THE PROJECT. CYLINDERS ARE TESTED PER ASTM C39 AND TESTED BY AN ACI CERTIFIED CSTT. CONCRETE SAMPLES ARE TO BE TESTED FOR AIR SHRINKAGE CRACKING OF CONCRETE SLABS, 2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD CONTENT AND WATER CEMENT RATIO. ALL TEST RESULTS ARE 6_ THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT AND FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN SUBMITTED 70 THE PROJECT TEAM WITHIN ONE MONTH OF PLACING THE CONCRETE ON SITE. AREAS USED FOR STAGING DO NOT AND DAMAGE SLABS ON GRADE. DAMAGED SLABS ON SHALL BE REPAIRED OR REPLACED AT NO CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE CLEANED OF GREASE. PAINT, OR OTHER MATERIALS NOT SPECIFIED IN 7, WHEN AMBIENT TEMPERATURES FALL BELOW 55 DEGREES FAHRENHEIT, ADDITIONAL EXPENSE TO THE OWNER. THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 306. 7. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH IS TO PROVIDE PROTECTION FOR ADJOINING WHEN AMBIENT TEMPERATURES RISE ABOVE 90 DEGREES FAHRENHEIT, OF 2,500 PSI. UNLESS SPECIFIED OTHERWISE 3 THE CONTRACTOR PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 3D5. THE CONCRETE SHALL BE PROTECTED FROM FREEZING OR FROM REQUIRED BY THE GOVERNING AGENCIES, THE CONTRACTOR IS EXCESSIVE HEAT WITH TENTS OR BLANKETS TO PROVIDE FOR HEAT OR CONCRETE OR MASONRY ANCHORAGE: RESPONSIBLE FOR REPAIR OF ANY DAMAGE. MOISTURE LOSS. 4 THE CONTRACTOR 15 RESPONSIBLE FOR THE SECURITY OF THE B. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO THE 1. EXPANSION BOLTS INTO CONCRETE SHALL BE 'KWIK BOLT TZ" AS PROJECT SITE AREA. FINAL DESTINATION IN THE FORM. CONCRETE SHALL NOT BE PLACE MANUFACTURED BY THE HILT] CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-1917_ SPECIAL INSPECTION 5, WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE HAZARD FROM A HEIGHT GREATER THAN FEET FROM THE POINT OF IS REQUIRED. EXPANSION ANCHORS EXPOSED TO WEATHER SHALL BE SHALL BE TEMPORARILY MITIGATED TO OSHA STANDARD UNTIL THE DISCHARGE STAINLESS STEEL, HAZARD IS CLOSED. 9, VIBRATION SHALL BE USED TO CONSOLIDATE CONVENTIONAL CONCRETE. EXTERNAL STINGER VIBRATORS SHALL BE INSERTED VERTICALLY INTO REINFORCING STEEL: 6. SEE STRUCTURAL NOTES. FORMS EVERY 36 INCHES MAXIMUM AND FOR EACH LIFT. STINGER VIBRATORS SHALL BE INSERTED TO A VERTICAL DEPTH OF 12 INCHES 1. ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL INTO PREVIOUS LIFTS TO ENSURE CONSOLIDATION, FOLLOW SHALL BE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE TrE�1� UTILITY REQU REEMENTS: GUIDELINES USED IN ACI 309R. PRACTICE. 1, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTIUTY 10. REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN 2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO ASTM AGENCIES PRIOR TO WORK WITH UTIUTIES. EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED PROCEDURE. A A615 OR A706, GRADE 60. REINFORCING TIE WIRE MAY BE GRADE MINOR DEFECT INCLUDES BUG HOLES, HONEYCOMBING, CHIPS, AND 40 2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK, SPALLS THAT DO NOT EXCEED Y, INCH OF DEPTH INTO THE FACE OF IN N ' INCH OF THE CONCRETE. MAJOR REPAIRS EXTENDING BEYOND fe REINFORCING SHALL BE 40 AR DIAMETERS OR TWO 3. REIN 0 CNG STEEL SPLICES B 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY EXISTING DEPTH AND UP TO THE REINFORCING MAY BE REPAIRED WITH AN TRANSVERSE WIRE SPACINGS FOR WIRE MATS. UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. APPROVED REPAIR PROCEDURE REPAIR PROCEDURES MAY BE SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN ADVANCE OF 4, MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN FIELD WORK, DAMAGE EXTENDING BEYOND STEEL REINFORCING ACCORDANCE WITH ACI 318, SPECIAL CONSIDERATIONS FOR WEATHERPROOFING: REQUIRES A RETROFIT DESIGN OR IS REJECTED. 5, N0.5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE SEALED WITH 11. SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH REQUIREMENTS WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER. APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, CONTACT THE PROJECT TEAM FOR CLARIFICATION OR PROVIDE A 6. WELDING OF REBAR IS NOT ALLOWED WITHIN THE MIDDLE THIRD OF WEATHERPROOFING PROPOSAL FOR APPROVAL THE BAR LENGTH. WELDING OF REBAR IS CONDUCTED IN ACCORDANCE WITH AWS D1.4. USE ONLY ASTM A706 REINFORCING. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING ROOFING CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE 7. WIRE REINFORCING CONFORMS TO ASTM AB2 OR A185, ROOF MEMBRANE, AND HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY. B. CONCRETE COVER FOR REINFORCING STEEL CONFORMS TO ACI 318. LEGEND: - - SUBJECT BOUNDARY LINE -- - - - --- RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN UNE -COAX-COAX-COAX- COAX CABLE LINE -FIBER FIBER FIBER OPTIC CABLE LINE OHP OHP OVERHEAD POWER UNE - UGP UGP- UGP- BURIED POWER UNE - GAs GAs - GAS- BURIED GAS LINE DHT- OHT OVERHEAD TELEPHONE LINE - JGT VGT - UGr - BURIED TELEPHONE LINE - W - W - W - w - BURIED WATER UNE -ss-ss ss- BURIED SANITARY SEWER -SD-5D S0- BURIED STORM DRAIN DITCH UNE/FLOW LINE .. VEGETATION LINE - X - X - X - X - X - CHAIN LINK FENCE WOOD FENCE -.-z-.-.-.-.-+-_- BARBED WIRE/WIRE FENCE TRANSFORMER )( LIGHT STANDARD © POWER VAULT ® UTILITY BOX 0 UTILITY POLE E- POLE GUY WIRE OT GAS VALVE 12 GAS METER ED TELEPHONE VAULT o TELEPHONE -RISER FIRE HYDRANT D4 GATE VALVE IM WATER METER j� FIRE STAND PIPE ❑ CATCH BASIN, TYPE I ® CATCH BASIN, TYPE 11 a SIGN BOLLARD MAIL BOX 23421 SPOT ELEVATION tcD GRID REFERENCE I(&_ DETAIL REFERENCE 'C=>' ELEVATION REFERENCE SECTION REFERENCE REVISION Know what's below. CALL before you dig. CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG Cat&t Mobility Glotela >i ntegrity Del iveredTz1 AMas T ec RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY I--2!kTILWdN,%L�1 REV. I WE 1 0ESCR>P11oN 9Y vPAVI. IGium rpR 9Dx CO aENC'.' a OJI r1 ee a 0I Ica 1 0-/11115 IS511FD R1R RE1,SL0 Iocs W 5EB nn111e 4wta ryr Ist a 1= ca TITLE GENERAL NOTES SHEET G-1 GLOTEL PROJECT;{: J4968 NOTES: 1. VERIFICATION THAT THE ANTENNA MOUNTS CAN SUPPORT ALL PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER. 2 STRUCTURAL ANALYSIS AND DESIGN TO BE PERFORMED PRIOR TO FCD COMPLETION 3. THIS IS NOT A SITE SURVEY, ALL PROPERTY LINES AND BOUNDARIES ARE TAKEN FROM .AN EXISTING PARCEL VIEWER AND ARE APPROXIMATE �- EXISTING DE1l5E DECIDUOUS TREE�/ COVERED AREAS -7 • • _ . PIRCfL 211 vED00-+C •,i� : F ROM?* swEDlr+c �,, .• � PARCEL: 211650008b !T = ({/ - EXISTING BUILDING w� q PARCEL: 2116500090 i SW 313TH ROAD r `y� � PARCEL 2116500100 ' 1 EXISTING j ;I BUILDING E %IST1!iG D1JiLDrL:G ,,j ATdd IT LOCATION EXISTING DENSE - DECIDUOUS TREE ' COVERED AREAS IpRtPERTY LINE I EXISTING AT&T PARCEL: R.O.'N. ANTENNA LOCATION I y� ROpD - d SURFACE GRAIL f _ SN DASH POINT dd . ` EXISTING DENSE !� DECIDUOUS TREE / COVERED AREAS f 24 SCALE: 1" = 20'-0" 11%17" SCALE: 1- - 40'-0- = amt Mobility Glotels >Integrity ❑elivereci'm a sTe c RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY D 1= V IQ in ®jffqq= jm' mgmImpriammm=m0� TITLE SITE PLAN SHEET A-1 SITE PLAN 1 GLOTEL PROJECT 10: J4968 amt Mobility Glotels Integrity Delivered" 4asTec RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE Ski% AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY 11 REVISIONS ®l� Q > 9= I@®• ■ram H® � TITLE ENLARGED SITE PLAN SHEET A-2 GLOTEL PROJECT 4: J49fi8 6'-1" EXISTING POST TYP,) EXISTING POST TYP,) 4-2 '4IME G III- e 13 El_ e IS El E3 Em I UEXISExrS11rvG RELOCATE') GY.6 EXISTING (8) MARATHON EXISTING AT&T BBU 'k M-OC CON'rE4TOR \E%ISTING AT&T BBU BATTERIES TO BE RELOCATED CABINET WITH (20)CABINET WITH (20) MARATHON BATTERIES MARATHON BATTERIES I'-8• 2'-i 1" 2'-6- 3._1. 1 0, V T$ I ARGUS POWER UMTS i EXISTING AT&TEXISTING AT&T �I CABRiET CABINET WITH (8) f 1 CABINET ARGUS POWER r m MARATHON m CAB ENT 4 I BATTERIES m m ' 6 EXISTING (2)6' GGTIOUTE'S NTII EXISTING (2) 6- COos5 IL j _xISVNG EXISTING AT&T AT&T GSM GSM CAEIHET CABINET n - EXISTING AT&T EXISTING FBER BOX i m EXISTING AT&T AT&T „ / FIBER BOX / P' �T iCS J0 BE REMOM 3 � S Y EXISTING EXISTING AT&T BBU i AT&T BBU CABINET EXISTING �o CABINET r7ITSTpIG '1 WITH (12) AT&T �1 I WITH (20) AT&T MARATHON TE43 MARATHON TEai N BATTERIES CABINET _ BATTERIES :ABHiE' 1 a N f�. 6. 2 6. 5.-0• X 5 -0• ^� X— X— X— X— X X X X X X —y-- X % _ —X X—X—X—X—X— X—X—X—X—X—y- X i .1r EKISTI"vT, (B) RELOCATED ;ISTING STAIRS EXISTING START LARATHON BA ER ES I / _, / }` EXISNNG RETAINING WALL ? I r PROPOSED (2) PURCELL i / CABINETS STACKED ON } J EXISTING DC6 & DC -DC \ G PDNTH MOUNTED TO CONVERTOR TO BE RELOCATED r EXISTING CONCRETE PAD } EXISTING RETAINING WALL � 5 N TRUE NORTH TRYC NORTH sr�JE 3�r 4 r-D' z4 x36 SCALE: 3/4•• = 1•-0• �. EXISTING EQUIPMENT LAYOUT 1 „-.ar scut srs- 1 =0• 6�O PROPOSED EQUIPMENT LAYOUT Z 11%17" SCALE: 3/8" = 1'-0 6' 0 Q at&t Mobility Glotels Integrity Delivered'" *:,iasTec RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY Vr IONS ®®' TITLE EXISTING & PROPOSED EQUIPMENT LAYOUT SHEET A-3 GLOTEL PROJECT 0: J4968 _ PROPOSED AT&T LTE PANEL ANTENNA 2 EXISTING AT&T LTE 'APIEL (I PEN SEO.TOR. 2 707µ) TO ANTENNA (1 PER SECTOR, i L"RE EXISTING PAIL ANTENNA TOTAL) TO BE REPLACED d — S EXISTING P.T&T 700MHz RRH (1 PER •ECTOR, 2 TOTAL) TO REMAIN �� PROPOSED AT&T ANTENNA MOUNT I o (1 PER SECTOR, 2 TOTAL) 7 (11 PER GSECTIOR. 2 TOTAL) H TO REMAIN PROPOSED AT&T WCS PANEL 1 3 ANTENNA (1 PER SECTOR, 2 TOTAL) 7 t EXISTING AT&T GSM/UMTS RELOCATED EXISTING AT&T ANTENNA (1 PER SECTOR, - I GSM/UMTS ANTENNA (1 PEP, 1 TOTAL) TO BE RELOCATED SECTOR, 2 TOTAL) I EXSISTING LO P.S.E.EXISTING L'_' PO GL P,E, UTILITY POLE POLEP.S.E.UTIL17Y POLE i <IP pp DMP aP�aa�aw�_wv� ar� 04� 0mp� OMv� piP� OAP EkISTIiri •UC.� a, EXISTING OTRANSFORMER RANSFORMER 77 ' GHP—cHP= ow--OONG— 1 P� OH'— OHP— O— C, _ U 1 Kt 0 6 a w w o a O j 0 � a CIP ED AT&T WCS RRH UNITS 7 4 w .�i uxi— o�m�Y. •� Csw.� A�� ' PER SECTOR, 4 TOTAL) -d -84a D S3� �— .�.P� �� CwP= PROPOSEDAT*T DISTRIBUTION! ' 1 O UNIr (1 TOTAL) I rP� P � � OW - aw = t)-v— onP� cHr-4 Ww� pc-- V OHP— �rP— OMP ." EXISTING AT&T TE43 E%15TING ATuT TE43 CABRIir CARNET EXISTING AT&T BBU CABINET EXISTING AT&T BBU CABINET WITH WITH (12) MARATHON BATTERIES—� (12) MARATHON BATTERIES �--r EXISTING AT&T UMTS \ A11NG AT&T UMTS C coaI)I " CABIN EXISTING CHAIN LINK FENCE \ EXISTING CHAIN LINK FENCE I EXISTING RE-AINING WALL r EXISTING RETAINING "':sa- SCALE:,iy —°� PROPOSED SOUTH ELEVATION 2 24 se '`ALE: ,/4 _ r-c EXISTING SOUTH ELEVATION 1 11 -.17" SCALE: IJS- 1 -0� 11 *e 1 X- SCALE F/�" Y I -C� Oamt Mobility Glotels >Integrity DeliveredT" M:_,M a sTe c REDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY i REVISIONS 1 ii• � TITLE EXISTING & PROPOSED SOUTH ELEVATION _j SHEET A-4 GLOTEL PROJECT' p: J4968 a z w y yS z z o a ii z I w � N � a u o rr o _ a � a o a o o o o a � o a b � N PROPOSED AT&T LTE PANEL ANTENNA (1 PER SECTOR, 2 TOTAL) TO REPLACE EXISTING PANEL ANTENNA EXISTING AT&T 70OMHz RRH (1 PER SECTOR., 2 TOTAL) TO REMAIN PROPOSED AT&T ANTENNA MOUNT - (1 PER SENOR, 2 TOTAL) A-7 PROPOSED AT&T WCS PANEL 1 1 ANTENNA (1 PER SECTOR, 2 TOTAL) RELOCATED EXISTING AT&T GS.M/UMTS ANTENNA (1 PER SECTOR, 2 TOTAL) EXISTING 52' AGL P,S.E. UTILITY POLE EXISTING TRANSFORMER = �PROPO= AT&T WCS RRH UNITS + (2 PER SECTOR, 4 TOTAL) T -7 r II PROPOSED AT&T DISfRIBUTION('S'� / UNIT (1 TOTAL) f - EXISTING AT&T BBU - r CAB'NET n'ITH[2Or I MAR4THON EAi [EWES EXISTNO AT&T _ GSM CABINET y 1 EXISTING AT&T 1 TE43 CABINEJNET oA L� � � y L�1ISTIN^ OVilJil LINK PENOE f ^� Ll PROPOSED (2) PURCELL t CABINETS UACXED ON A-6 PLAN 11011NTED TO f EXIFIING CONCRETE PAD ON A 14' PLIN[N EXISTING AT&T L '4'VW `SCALE ,/y = r-°° PROPOSED EAST ELEVATION 1 2 I 24"3B- SCALE:I'-C- 11"x 17" SCALE: 1/B" - 1'-0" 4' 3' 2' 1' 0" 4• I"el, SCALE: t/6" = 1'-0'• EXISTING AT&T LTE PANEL ANTENNA (1 PER SECTOR, TOTAL) TO BE REPLACED EXISTING AT&T 70OMHz RRH (1 PER SECTOR, 2 TOTAL) TO REMAIN EXISTING AT&T GSH/UMTS ANTENNA (1 PEP. SECTOR. 2 TOTAL) TO RE RELOCATED EXISTING 5" AGL RS.E. UTILITY POLE EXISTING TRANSFORMER EXISTING AT&T 66U CABINET WRH (20) MARATH/1N RATTFRIF; LXIn MNU AI&I MCr14ri�1 CABINET TO BE RPMOYEDl' EXISTING AT&T ;mat&t Mobility Glotels >Integrity delivered" N:a,i a sTe c RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY �Jli��.7•��31(+JJ�1 �L EXPIRES 2017-01-31 ! REVISIONS - ©� I TITLE 4 I EXISTING & PROPOSED A I! EAST ELEVATION .I r SHEET A-5 EXISTING EAST ELEVATION 11 GLOTEL PROJECT #: J496S 1/2- X 2" GALV UNISTRUT (2) TOTAL PER RRH PROPOSED AT&T WCS RRH UNIT (4 T07A4)- PLAN ELEVATION EXISTING WOOD UTILITY POLE T/— /B"D STAINLESS LAG SCREWS W/3" EMBEDMENT AT EACH SIDE (2) TOTAL 3/B"O STAINLESS LAG SCREWS W/3" EMBEDMENT AT EACH SIDE (2) TOTAL WOOD UTILITY POLE BRACKET (TYP. OF 2) PER RRH UNITS STAINLESS STEEL 1/4"-20 X 3/4- CARRIAGE BOLT VJITH FLAT WASHER AND NYLOC-NUT J f j—DISTRIBUTION UNIT r F,�mCtilSdN F_=^TN1CxL C6S.1Pxf1Y Cq, o _ 'WOOD UTILITY POLE BRACKET: [CATALOG jjPEAL-14 ~1/?" X 1/2' GALV UNISTRUT [3j TOTAL PER RRH UNITS D WCS RRH UNIT (TYP OF 4) 6' z� rcTa � wH¢ woa — ZUJ ■� WOOD UTILITY POLE BRACKET (T1'P. OF 2) PER RRH UNITS RwLtiS MOUNTED TO (2) HORIZONTAL ANGLES 7/2" X 1/2" GALV UNISTRUT (2) TOTAL PER RRH UNITS PkW'O= WCS RRH UNIT (4 TOTAL) *qN*.. UTILITY POLE BRACKET (TYP OF 3) PER RRH UNITS R4H'S MOUNTED TO (2) HORIZONTAL ANGLES •�?� X 1/2" GALV VNISTRUT (2) TOTAL PER RRH UNITS PRUNYO, W AT&T WCS RRH UNIT (6 TOTAL) GRADE 2 �ENE: INET WEIGHT: 50 LBS L1' LOADED CABINET: 100 LBS ea CABINET •I - "r < U SWING HANDLE FRCNT DOOR PLAN SWING HANDLE x a 0 e z n a V x FRONT DOOR DOOR NTH NOT USED t 5C 71 - 1 - DOOR HANDLE DOOR HANDLE UNTH a t &t - Mobility Glotels >intearity Delivered"' 11:tiMasTec RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY REVISIONS m, I DATE 0f5CWibR or ar ny'rl rlT r svc La R(w- LL6 c 13l114MC zssu[u r4R t= Cat W"T.Yr c> c ops '. m"m r r Im'00: as vE Grjr7/q e:wm w pcv3 tv . w U6 r r�Jss j'w F& ff—V i 1 taps co TTTLE EQUIPMENT DETARS SIDE SHEET Is A-6 PURCELL CABINET STACKED) 7 s x .uE 1 -n 1 GLOTEL PROJECT #: J4968 L t-x1 r- SixlE: t .AT&T GPS ANTENNA 1 7/8" O.D. PIPE � RLSS PIPE TO PIPE CLAMP SET (PART# C10-58-001) OR APPROVED EQUAL NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. i 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA, i 3. PROPOSED GPS MOUNTED A MINIMUM OF 10' FROM ANY TRANSMITTING ANTENNAS + 4_ USE 1:2 GPS SPUTTER ASSEMBLY FOR LTE GPS WHEN (2) NODE-6 ARE USED - (LUCENT: 40876204% KS24535L10) GPS ANTENNA W SPLITTER 8 NOT [15ED % Al 11.0• 9. " RAYCAP DISTRIBUTION MANUFACTURER: ALCATEL LUCENT UNIT MODEL: RRH4X25-WL'S WEIGHT: 70 LBS NOTE: TO BE 1 � � FEET OFRADIOUNIT [ MOUNTING HARDWARE) SITE ARC I MIKE AIITEHNF MOUNTING PIPE Q@/ENS[ONS: INTIN X 12"AR X BJ" CWUP 1PART1j nAC) 00 00 (WITH SOLAR SHIELD) ptPEs (PER SECM) -- — ( ^_ ss/a- a Q. PIPES L 1 I - {PER EOTClR1 _ m o j I NT1Ri N j 1 MOUNTING BRACKET BY - + MANUFACTURER _ �l n 18 0' j MOUNT MANUFACTURER: RAYCAP DOUBLE ANTENNA CLAMP 5 MODEL: DC6-46-6o-la-aF RRH UNIT 4 DISTRIBUTION UNPT 5 4 X SCAL • N..s. :S %S6 SCALE: 1 - 1: ; . i -0" 24 �38 r.1 1 , . 1'_0' w cr r. r c `1 ".7" t I'�• MECHANICAL 7. 1' - DOWNTILT MANUFACTURER: ALCATEL LUCENT MECHANICAL sR�Ga<5t�� MODEL: 3JR52703A.AAA DOWNTILT s If WEIGHT: PER MANUFACTURER gR:C�'_-F 9LT,i NOTES DIMENSIONS: 96.4" X 11.9" X 12.7" j 1, INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BP.ACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. `� • MANUFACTURER: ANDREW 2- TO SET THE DEGREE OF DOWNTILT, ADGN AfODEL: SBNHH-1D65C THE DESIRED HOLES ON THE SCISSOR t WEIGHT: 49.6 LBS i BRACKETS AND SECURE USING 5/16 INCH 11.9" DIMENSIONS: 96. D" % 11,9' % Zt" HARDWARE PROVIDED. i 3. THE NUMBER OF CONNECTORS WILL VARY -_ BASED ON ANTENNA TYPE. i 0 \ � r _ PARTS: Q k ITEM 0 I I ADAPTOR, POLE. LOW I1 IN 1 BRACKET, DOWNTILT, POLE CI - r+ 1 BRACKET, DOWNTILT, ANTENNA TOP - L L 4 112 Y 1 HEX HEAD BOLT py 4 I _ Sput WAS49 -; rw S115/f6 WASHERULI 1 2 SPLIT i i SIDE j ANTENNA MOUNTING qIDN' !'IQ: 7 7�7 FRONT �RF CONNECTORP 11i� 4 VNN RF CONNECTOR, AN iC"N1�1 /y - _i R3v 5USL[ N.. 24�X36" SCA _: `�<: 1'- 2 :4yxr6, . V4 - T C - amt Mobility Glotels >Integrity Delivered"' §:.MasTec RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY ' M CD1 ti. lr �a9HAt, EXPIRES 2017-01-31 REVISIONS Rav, I OAn I Dcxm 1ICN 8Y A vjw11, q?Jm Fd Ilex Co ­� 1iE L IYII]IIs jezYna to Iwo; SM6TIIA4 C3• c V.V. awm MA rntim 100: C9 +t-E o+r 711s rvum rw +IM1LC Ioo^ co lee c,r.:✓Is rr�ro rav ansm Iars rn TITLE RF DL'I'AILS SHEET A-7 GLGTEL PROJECT N: 14968 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE ALPHA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED NUMBER OF RRH'S LTE 700 110' 59'-0" 1 ALU AA 3JR52703AAPA NONE FIBER 68'-0' NO 1 LTE 1900 INTERNAL GSM 850 110' 50' 0 1 KATHREIN 742-264 NONE 4 7/8' 68'-0" YES G8 - UMTS 850 YES U8- U9-U9_1 UMTS 1900 LTE WCS 110' 50'-0" 1 COMMSCOPE SBNHH-1D65C NONE FIBER 68'-0' NO 2 BETA AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED NUMBER OF RRH'S LTE 700 220' 59'-0 1 ALU A4 3JR52703PAAA NONE 1 FIBER 68'-0, NO LTE 1900 INTERNAL GSM B50 :20' 50,-0- 1 KATHREIN 742-264 NONE 4 7/8" 68,-0, YES G6 - UMTS 850 YES U9- U9-U9_1 190 UMTS 0 LTE WCS 220' 1 50'-0" 1 COMMSCOPE SBNHH-1065C I NONE 1 FIBER 1 68'-0' NO 2 NNOTES: AiLNOI USE COAX LD1GTHS FOR CUT LENGTHS. EMM03 ONLY • CONFIRM THAT GENERAL CONTRACTOR IS USTNO LATEST VERSION OF RFDS. EXISTING AT&" RRH (1 PER 2 TOTAL) TO PROPOSED AT (1 PER SECT( REPLACE EXIS...._ 2 3' 7 PROPOSED AT&T ANTENNA MOUNT (1 PER SECTOR, 2 IWAJ- 67i RELOCATED EXISTING AT&T GSM/UMTS ANTENNA (1 PER SECTOR, 2 TOTAL) • PROPOSED AT&T WCS ANTENNA �w (1 PER SECTOR, 2 TU M)— z r 1 3 z 7 7 e C.34' SCALE: 3/4- . 1'-0- 1"07" SCALE: 3/8' � 1'-0' 1 EXISTING AT&T 70OMHz RRH (1 PER SECTOR, 2 TOTAL) TO REMAIN PROPOSED AT&T LTE ANTENNA (1 PER SECTOR, 2 TOTAL) TO REPLACE EXISTING PANEL ANTENNA 2 3 7 7 'EXISTING AT&T DISTRIBUTION UNIT (1 TOTAL) PROPOSED AT&T WCS ANTENNA (1 PER SECTOR, 2 TOTAL) I- 3 DO 0 01 - PROPOSED AT&T DISTRIBUTION UNIT (1 TOTAL) 77 7 " RELOCATED EXISTING AT&T GSM/UMTS ANTENNA (1 PER SECTOR, 2 TOTAL) AT&T WCS RRH UNITS PER SECTOR, 4 TOTAL) 1 i 7 1f TRUE NORTH PROPOSED ANTENNA CONFIGURATION EXISTING COAX CONFIGURATION AND SCHEDULE ALPHA AZIMUTH RADCENTER NUMBER OF VENDOR MODEL TMA (NUMBER OF COAX 0 COAX DIPLEXEO NUMBER OF ANTENNAS COAX LENGTH RRH S GSM 850 110' 50'-0' I KATHREIN 742-264 NONE 4 7/8" 68"-0' YES G8 - UMTS 850 YES UB- Ue9-41)9_1 UMTS 1900 UMTS 1900_1 LTE .10' 58'-0' 1 KMW -nc �nm -n NONE FIBER 68'-0- L7 1 BETA AZIMUTH RADCENTER NUMBER OF VENDOR MODEL TMA iNUMBER OF COAX 0 COAX DIPLEXED NUM OF ANTENNAS COAX LENGTH RRTlS GSM 850 220' 50'-0' 1 KATHREIN 742-264 NONE 4 7/13" 63'-0- YES GB - UMTS 850 YES U8- U9-U9_I UMTS 1900 UMTS 1900_1 LTE 220' 1 5B'-O" I KMW Fs_n�T NONE 1 FIBER 69'-0- L7 1 EXISTING Al RRH (1 PEI TOTAL) TO EXISTING Al ANTENNA ( TOTAL) TO EXISTING AT&T ANTENNA (1 P TOTAL) TO BE 2- .38" SCALE: 3/4" = 1'-0" 11"z17" SCALE: 3/A- . 1'-O_ " 50'-a' RAtl CFNNER EXISTING AT&T 70OMH_ RRH (1 PER SECTOR. 2 TOTAL) TO REMAIN EXISTING AT&T LTE PANEL ANTENNA (I PER SECTOR, 2 TOTAL) TO BE REPLACED EXISTING AT&T DISTRIBUTION UNIT EXISTING AT&T GSM/UMTS ANTENNA (1 PER SECTOR, 2 / TOTAL) TO BE RELOCATED r a 1r t Mobility Glotels Integrity Delivered'm ]I.nMasTec RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY / DC'11TCTr1ATC L cm� NEW mum TITLE ANTENNA CONFIGURATIONS SHEET RF-1 TRUE NORTH EXISTING ANTENNA CONFIGURATION I 1 GLOTEL PROJECT #: J4968 es� "rMROL DESCRIPTION �ENFRAL JIor 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND ® COPPER GROUND ROD CCNSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS 2- GROUND A!l VVEWA 04CS. F{?MA". CABLE. RUNS. au) OTHER YETALiiC CAD'NELD COMPONENTS LTAN: eRCUNO WIRES ►HD CONNECT TO SURFACE e10UNTO 6. USE PANT SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD BUS SmPt& FOLI"LW MTENH7 AIJD US NAHUFAMRER•S FRACMES FOR 119, 33 & 36, GROUNDING REOUIREVENT&. GROUND CW% SHIE40 AT BOTH DIOS AND EMT EXOTHERMIC WELD FROM TOWER OR POLE USING MFR'S PRACTICES. ® 3, ALL GROUND CONNECTIONS SHALL BE CACWEILD. ALL WIRES BNALL BE GROUND. ROD NOTES: TEST WELL COPPER THIiN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUN0. 1, ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE GROUND BAR 4, CONTRACTOR TO VERIFY .AND TEST GROUND SOURCE. GROUNDING AND OTHER THE CIROL00 SY'STEAI HAS SERA INSTALLED; A OUki1ED RDIR iN_ RTIUZINC OPERATIONAL TESTING WILL BE WITNESSED BY VERIZON WIRELESS, THE FALL QF POTE>LT04 METHOD. SNUULD PERFOW -M- TES[- THE REPORT REPRESENTATIVE. WILL SHGW THE LOCATION CF THE -ESTAND CONYAI}I 110 LFSS HMI 9 TEST GROUND WIRE FAINTS ALONG THE TESTMC, LINE, GPAPHED Ou' TO Sr10W n1E PLATEALI. 5. REFER DIVISION GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 2. ALTE GROUND TEST A 3 ?ONE I622;4ON TESTS Y+1LL VOT 13E. ACCWILLEPTED AS #2 AWG GROUND RING ALTELtNAfiYGS TO THE AFORE MENTIONED GROUND TEST$. 1T'ST WILL BE o ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING PERF$ %M- WHILE THE C017rrTERPOISE IS So OW the ��[ SYSTEM SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY, GRIDS AND EXISTING COMMUNICATIONS FACILITY. yG�r FIELD VERIFY & TIE INTO REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO EXISTING GROUNDING SYSTEM DOCUMENT ALL CADWELDS AND GROUND RINGS. o KEY H4TES: a � �'i CADWELD (TYP.) SEE SHEET E-2. 09 X AWG LTE EQUIPMENT CABINET TO TIE INTO E., ^ EXISTING SYSTEM GROUND RING. 5 0/ SECTOR GROUND BAP. SECTOR SEE SHEET E-7- i EXISTING t7i0UM0 BUS BAR AT BASE OF UTILITY v' �� POLE. SEE 3NEV E-2 0 E6 AWO GROUND FROM AN=A TO TIE INTO EXISTING SECTOR GROUND 0AN (TYP OF 9). SEE SHEET E-2 vt � r 0 EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO UTILITY POLE GROIN:D BUS BAR (TYP OF (2) T PLACES). SEE SHEET E-2� N 06 #6 AWG RRH MOUNT GROUND TO SECTOR GROUND � BAR (TYP) (FIELD VERIFY). SEE SHEET E-2. O 0 IN AWG G1110 U FROM DISTRIWTIONGROIJND UNIT TO TIE INTO EXFJTINO UTILITY POLE GROUND BAP,. SEE SHEET w E—z g p6 AWG GROUND FROM GPS ANTENNA TO TIE INTO EXISTING SYSTEM GROUND RING x U_ S 3 S 59'-O' RA,O CENTER © 0 0 w x l s I 0 �O Q i 0 O Li I o r < A7 z � m a O , a z � 14 o / z 0 U J � s N 0 0 N N r Z 0 i a a 0 0 u u Z J� _ _ u N x — X— X— X— X— X— X— X— X— X — X X— X X 6 o 10'-0' AGL y o TRUE NOPTh TRUE NORTH r 24x36" SCALE: 3/4" = 1'-d" 24"x3E" SCALE: 3/4' - T.-0� �^�' EQUIPMENT GROUNDING SCHEMATIC 2 "s17" SCALE: SIs 1'-0 I ANTENNA GROUNDING SCHEMATIC 1 n'n Y Camt Mobility Glotelos Integrity Delivered TIA a sTe c RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA 98023 KING COUNTY Y+� mc{� ON I EXPIRES 2017-01-31 111 D F V TCT11M.0 REV_ WTE DESr Mprmm 01, w,. 65 -Et v HF, [n III us 1]/11iH 3S..�G rw Im �p rpucAtN te. c I�n].'I. '4svTo Imr nbsm I= rn ua mn:�ls ..a[e roe nLvuu 100': cv Ise olrrdn Ir xo rdr +[vsro Iao= rA +� F�.EI�_'UND.111 ATIC SHEET E-1 GLOTEL PROJECT N: J4968 NOT USED NDT USED 1 NOT USED 1 NOT USED 24 ]6 SG:LE; H- 2►'X36 SCALE: N.T.S. c- 1 74 Jb„ SCALE: N..5. "T 24�7i75 SCALE: N.T.S. .7 i i NOT US NOT USED n NOT USED 9 9 NOT USED x4'i[ N. 2a'x H.. 11 xi7[ AL N..S. V 24�136 SC N.T.S. - - `. COAXIAL GROUND KITS w1 LONG BARREL, NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSWH DOUBLE WC5, ATTACH i0 GROUND BAR do WSTALLED BY ANTENNA WITH "N00X" OR APPROVED EQUAL CONTRACTOR O COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 r 0 00000 000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 24" VERIFY ' 02 SOLID BARE TINNED — NOT USED NOT USED GROUND BA ' 24'X SCAL - M..S. 7 24�7C N.i,S• p/� lJ xa x SCALE: N,7.S ' r TO ANTENNAS #6 AWG FROM ANTENNA CABLE GROUND KIT (TYPICAL4�'} r � _ i ANTENNA CABLE 12 TO 24' COPPER GROUND � Rk2 TX1/RX1' WEATHERPROOFING BAR ON WALL, ICE S KIT (TYP.) BRIDGE, FLOOR OR �� a - ON ANTENNA TOWER COAX JUMPER GROUND KIT (IYP.) WEATHERPROOFING KIT (TYRCOAX (SEE NOTE 3)— KIT CONNEWEATH7CTOR CONNECTOR �6 AWG CABLE GROUND T{ y7 Q C} Q {a )'6 AWG STRANDED COPPER KIT (TYP.) ANTENNA GROUND BAR v GROUND WIRE (GROUNDED TO GROUND BAR), SEE NOTE I h 2 COPPER ANTENNA CABLE CONNECTOR ANTENNA CABLE GROUND BAR, BONDED DIRECTLY TO 70P OF 'TWO HOLE LUG, OR EXOTHERMIC WELD TO BE I�D6 NOT GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE 70 BM EQUIPMENT MONOPOLE OR UTILITY (�") POLE TO GROUND RING USED WITH #2 AWG BCW TO BUILDING SERVICE GROUND INSTALL CABLE DOWN TO GROUND BAR. OR GROUND RING 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED: KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE NOTE: By CABLE MANUFACTURER. DO NOT INSTALL CABLE GROUND DOWN TO ANTENNA GROUND BAR, GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES 3, WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. WEATHER PROOFING SHA4,L BE TWO-PART TARE KIT COLA SHRINK SHALL NOT BE 0 at& t Mobility Glotels Integrity Delivered'" 01 :4fasTec RFDS: V 2.1. DATED: 09/23/14 SS65 DUMAS BAY 47TH AVE SW AND DASH POINT RD FEDERAL WAY, WA98023 KING COUNTY i EXPIRES 2017-01-31 i f REVISIONS 1 TITLE GROUNDING DETAII.S ) SHEET E-2 SHALL ONLY USE EXOTHERMIC WELDS. CADWELD GROUNDING COIYNECTIO1vS /� GRDUNDWIRE INSTALLATION CABLE GROUND KIT CONNECTIONSKL2 GROUNDING CABLE CONNECTIONS 24 y6 SCALE: N..5• "T' 24 38 : N•T•S. 2s 76 SGat : H..5. 4 XJ6 SCALE: H.1S. 1 GLOTEL PROJECT#: J4968 JU