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14-106207FILE nn OF t. Federal Way December 16, 2014 Zach Phillips AT&T 1001 SE Water Avenue, Suite 180 Portland, OR 97214 RE: File #14-106207-00-UP; PROCESS I `DIRECTOR'S APPROVAL' AT&T SS19 Mirror Lake, 31627 V Avenue South, Federal Way Dear Mr. Phillips: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com 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 site owned by King County Fire District #39. Upgrades to the equipment located within the existing equipment shelter are also proposed. No height increase is planned. The Process I application was submitted and determined to be complete on December 4, 2014. Your proposal is found to be consistent with the 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 (RS9.6). 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 upgrade the three - sector antenna array by removing eight existing antennas and adding nine LTE antennas for a net addition of 1 antenna, 6 RRH units and one surge suppression unit mounted near existing antennas to the existing mounting frame. Additional modifications to existing ancillary equipment in the equipment shelter are also included. No height increase is planned. 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 upgraded equipment within the equipment enclosure area. Proposed upgrades will occur within the existing shelter 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 highest prioritized location is not feasible as this proposal is an upgrade to an existing facility. Staff Mr. Phillips December 16, 2014 Page 2 finds the applicant has met the burden to utilize the second prioritized location. The proposed antennas should improve service coverage to the area. 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 replacement and addition of antennas and associated equipment, 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 planned height increase. Facility — 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 The city is currently reviewing the associated building permit for the antenna upgrade, File #14-106206- 00-CO. No work may begin until the building permit is issued. A separate electrical permit is also required. Please contact the Permit Center at 253-835-2607, or permitcenter@cityoffederalway.com, if you have any questions regarding the building or electrical permits. CLOSING This decision shall not waive compliance with firture 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 December 19'', 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, or the city may appeal the decision to the Federal Way Hearing Examiner by January 2, 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. Work on the site may not commence until you have been issued the appropriate building and electrical permit. .14-106207 Doa I.D. 67477 Mr. Phillips December 16, 2014 Page 3 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 Stacey Welsh, Senior Planner, at 253- 835-2634 or stacey.welsh@cityoffederalway.com. Sincerely, Margaret Clark Acting Planning Manager for Larry Frazier, Interim Director enc: Approved Site Plan & Elevations C. Stacey Welsh, Senior Planner King County Fire District #39, 31617 1" Ave South, Federal Way, WA 98003 14-106207 Doc. LD 67477 41k CITY OF Federal Way MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cityoffederalway.com APPLICATION NOW(+- 1 0` 2 O 7I 0 0 () P Date RZCLIIVlsD DEC 04 2014 CITY OF FEDERAL WAY Project Name AT&T 2.5 Mod SS19 Mirror Lake S Property Address/Location Parcel Number(s) Project Description Modify an existing WC.F by removing (8) existing antennas and adding (9) LTE antennas (1 net add), (6) RRH units, and (1) surge suppression unit mounted near existing antennas to existing mounting frame. Install new LTE equipment in existing a uipment rack within existing shelter. PT RASR PRINT 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 RS9.6 1 unit19,600 Sq Ft Zoning Designation SF - High Density Comprehensive Plan Designation unknown Value of Existing Improvements $40,000.00 Value of Proposed Improvements International Building Code (IBC): U, S-2 Occupancy Type l IB Construction Type Applicant Name: PTS on behalf of AT&T Address: 1001 SE Water Ave., Ste 180 City/State: Portland, OR Zip: 97214 Phone: 503.232.5213 Fax: 1 �`� 1 wq . Email: Z�/- � (1 l a S � V S Signature: ,�4 y/f —I- Agent (ifIdifferent thhn Applicant) Name: Zach Phillips (on behalf of AT&T) Address: 1001 SE Water Ave., Ste 180 City/State: Portland, OR Zip: 97214 Phone: 503.708.9200 Fax: zphillips@ptswa.co Email: Signature: Owner (Ground) C.( W, Name: King County Fire District #39 Address: 31617 First Avenue South City/State: Federal Way, WA 98003 Zip: Phone: (253) 839-6234 Fax: Email: I Signature: See attached�^+ - CYowh y'(gk5 +0 M ,L W i K LLSS to i a }kt Via � . Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\N4aster Land Use Application I PROJECT INFORMATION PROJECT DESCRIFnON: AT&;T PROPOSES TO mODWY AN E)05i1NG LMMANNED TELE00MMUNICATK FACIUTIY BY RE ,*(IT [8) EXISTING ANTENNAS AND ADDING (9) LTE PANEL ANTENNAS [3 PER SECTOR). (6) RRH UW1 (2 PER SECTOR). AND {1 SL1fRGE SUPPRESSION UNIT MOUWEO NEAR ANTENNAS TO EXISTING ANTENNA MOUNTING FRAME AT&T ALSO PROPOSES TO INSTALL NEW LTE EQUIPMENT W1THrN AN EXISTING EQUIPMENT RACK WITHIN AN EXISTING SHELTER. APPLICANT: AT&T MOBILITY PROPERTY OWNER: KING COUNTY FIRE DISTRICT /39 RTC BUILDING 3 31617 FIRST AVENUE SOUTH 16221 NE 72ND WAY FEDERAL WAY, WA 98003 REDMOND. WA 98052 CONTACT: JIM HAMILTON PHONE (253) 839-6234 CODE INFORMATION: ZONING CLASSIFICATION: RS9.6 TOWER OWNER: AT&T WIRELESS SERVICES BUILDING COOS 2012 IBC 617 EASTAKE AVE E CONSTRUCTION TYPE IB SEATTLE. WA 98109 OCCUPANCY. U. S-2 JURISDICTION: FEDERAL WAY TEAM LEAD' ER COMMUNICATIONS CURRENT USE TELECOMMUNICATIONS FACILITY 7525WESTS 7525 SE 24TH STREET. SURE 500 PROPOSED USE TELECOMMUNICATIONS FACILITY MERCER ISLAND, WA CONTACT. ANGIE PRETTY - PH: (425) 941-5941 SITE 112E QN- (BASED_ON NAD B3 LATTTUDC 47 19' 6.999" N19' 6.999" N WEAco��moN: LONGITUDE 122' 20' 9.999" W PACIFIC TELECOM SERVICES. LLC TOP OF STRUCTURE AGL• 150'-0' 506 2ND AVENUE, SURE 210 SEATBLE, WA 98104 BASE OF STRUCTURE AMSL: TBD CONTACT: KELLY L.ESTER PH: (206) 342-6398 PARCEL NUMBER (5): 072104-9210 CONSTRUCTION MANAGER: WESTOWER COMMUNICATIONS 7525 SE 24TH STREET. SURE MERCER ISLAND, WA CONTACT: STEVEN EVENSON PH: (425) 301-4633 GENERAL INFORMAT)0ON* 1. PAFrANG REQUiREME'NTS ARE UNCHANGED. 2. TRAFFIC 5 UNAFFECTED. PROJECT TEAM PROJECT ARCHITECT PROJECT CONSULTANT THOMAS R. HOLLAND, AN WESTOWER PACIFIC TELECOM SERVICES, LLC 7525 SE 24TH STREET, SUITE 500 506 SECOND AVE, SURE 210 MERCER GLAND. WA 98040 SEATTLE. WA 98104 PH: (206) 819-4727 CONTACT: ZACHARY NESCODA PH: (206) 342-6353 at&t mobility MIRROR. LAKE SS19 31617 FIRST AVENUE SOUTH FEDERAL WAY, WA 98003 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF COF&'TRUCTON DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. SI'I'E PLAN APPROVAL Permit Number: r 40 4 a p - q 0- Uf Approved'By:. w'r•� Date: /-1 FINAL Comments: CONSTRUCTION DRAWINGS 05/M014 VICINITY MAP I �N 4! � { �7,r SiTE S4,11316T �1 5' �s $��� U Ea' 33 < 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 ONTOBEAR CREEK PKWY 0.4 MI TURN LEFT ONTO LEARY WAY NE 0.1 MI 02 MI ROAD NAME CHANGES TO NE LEAKY WAY TAKE PIMP RIGHT FOR WA-520 WEST TOWARD SEATTLE 5.0 MI TAKE RAMP RII IT FOR 1-405 SOUTH TOWARD RENTON 15.0 MI ROAD NAME CHANGES TO WA-518 WEST 0.1 MI TAE RAMP RR:HT FOR 1-5 SOUTH TOWAROPORTLAND 10.7 MI E10 AT T 143. TAKE RAMP RICHE FOR S 32MM ST TOWARD FEDERAL WAY 0.3 NI TURN RIGHT ONTO S 320TH ST 1.6 MI 0.3 MI TURN RIGHT ONTO 1ST AVE S ARRIVE AT 1ST AVE S. FEDERAL WAY. WA 98003 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* RENEWERS SHALL CO.FARLY PLACE RRTISALS ADJACENT TO EACH REDLINE NOTE AS DRAYANCS ARE SETNG REVIEWFE DRAWING INDEX SHEET IDESCRIPTION T-1 TIRE SHEET G-1 GENERAL NOTES G-2 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING COMPOUND PLAN A-3 PROPOSED COMPOUND PLAN A-4 EXISTING & PROPOSED NORTH ELEVATION A-5 EQUIPMENT DETAILS RF-1 ANTENNA CONFIGURATION & SCHEDULE RF-2 RF EQUIPMENT DETAILS & SPECIFICATIONS E-1 GROUNDING SCHEMATIC PLAN E-2 GROUNDING DETAILS R.FDS V2.0 03/09/2014 LEGAL DESCRIPTION THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND THE SOUTH HALF OF THE NORTHEAS7 QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7. TOWNSHIP 21 NORTH, RANGE 4 W. WILLAMETTE MERIDINR, ExcEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH O11W36' WEST. 253,5D FE'£T; THENCE NORTH 68'51'51' WEST, 309.67 FEET; THENCE NORTH WCWSO' WEST, 98.80 FEET. THENCE NORTH 01'13'46" EAST, 199,02 FEET TO A POINT ON THE NORTH LINE OF SAID NORTHEAST QUARTER. THENCE SOURS BB'46101' EAST. 391.22 FEET ALONG SAID NORTH LINE OF THE NORTHEAST QUARTER TO THE POINT OF BEGINNING. ALSO EXCEPT THE EAST 40 FEET THEREOF CONVEYED TO WNIG COUNTY FOR ROAD BY TEED RECORDED UNDER RECORDER'S FILE NO.S331849, 4072 REGISTE-a ED ARCHlT CT tR. H6LLANDTE OF WAS HINGTON REN.07.-T8-t � ABBREVIATIONS A/C AIR CONDITIONING LEVELAGL ABOVE GROUND L HRRZ HOHORIZONTAL PLYWROJ PROJECT APPROX APPROXIMATELY FIT WAG HEIGHT HEATING PROP FIT PROPERTY PRESSURE TREATED BLDG BLK BUILDING BLOCKING VENTILATION AIR CONDITIONING REQ REQUIRED RM ROOM CLG CEILING D INSIDE DIAMETER RO ROUGH OPENING CONC CLEM CONCRETE IN INFO INCH INFORMATION SHT SHEET CONST CONSTRUCTION INSUL ANT INSULATION NTERIOR SLIM SPEC SIMILAR SPECIFICATION CONE CONTINUOUSSTCTI IBC INTERNATIONAL SF SQUARE FOOT DBL DOUBLE BUILDING CODE SS STAINLESS STEEL DIA DAG DIAMETER DVJ3 NAL LBS POUNDS STL STRUCT STEEL STRUCTURAL ON DOWN STD STANDARD DET DETAIL MAX MAXIMUM SUSP SUSPENDED DWG DRAWING MECH MTL MECHANICAL METAL THRU THROUGH EA EACH MFR MCR MANUFACTURE MANAGER TNNG TYP TINNED TYPICAL TE3ECEVED ELEV ETEC EQ ELEVATION MCTRICAL EQUAL MIN MISC MINIMUM MISCELLANEOUS UNO YY44 ��AL..lrs V UNLESS NOTED OTHERWISE EQUIP EXIT EQUIPMENT EXTETEOR NOT IT VERTICAL NIC NOT IN CONTRACT NF VERIFY FIELD ® 4 Z 014 FIN FINISH NTS NOT TO SCALE DEC FLUOR W/ WITH OOORRESCENT OC ON CENTER W/o WITHOUT FT FOOT 00 OUTSIDE DIAMETER WP WATE4 PROj�k L ❑G� n TY 3 PLFI GGAALV GAUGE GALVANIZED CDS GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL, BOARD W"T6 *,m Co► fAfunr/c.l>r rron+ r ram PACIFIC TELECOM f[OV IC tl, LLC W MO 0( 00 to W 01 �a Z 3 � w W Uj n W W M REVISIONS NQ. I IMA I PTION IRTIAL A FI—UIUI SWM FOR PCO REMEW RC II �+£L FOR FW REVIEW SS2 15WE0 FOR FM REviEw S4I! TO NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET 1 SHEET NUMBER T- I THE INFORMATION N THIS SET OF OONSTRUCTION IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE THAT WHICH RELATES TO SERYICFS IS STRICTLY GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY THE ARCHTETT AND NETWORK CARRIER OF ANY ERRCRS. OMISSK)NS. OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS. ODCU604M 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 DCPENSES TO RECTIFY THE SITUATION_ THE MEANS OF CORRECTING ANY ERROR ✓•FRAIL FIRST BE APPROVED BY ARCHITECT AND NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BEIS. CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES ITEM ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF OONSTRIinW 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 ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS. OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTFMION 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 WOITK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR GMISSKXNS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT E)CUSE SAD CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORTLWCE WITH THE NETWORK CARRIER PROJECT SCOPE AND THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NtlTIFONG (W 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 EXTENNSWE WORK, UNLESS DIRECTED OTHERWISE 4. lIX17 COPIES OF DRAWINGS ARE NOT TO BE SCALED DUE TO DIST RTIONS RESULTING FROM MULTIPLE REPROGRAPHIC COPIES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON PLAN$. 5. OWNER. CONTRACTOR. AND NETWORK CARRIER REPRESENTATIVE SPALL REVIEW AND CONFIRM THAT PROJECT SCOPE. DESIGN DENT AND UTILITY COORDINATION ITEMS ARE INCLUDED IN THE DRAWINGS AND SPECIFICATIONS PRIOR TD THE START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL. RECEIVE WRITTEN AUTHORQATTOH FROM NETWORK CARRIER REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMMM 7. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSDNESS OR TENANTS. S. THE CONTRACTOR SHALL PROVIDE NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED. AND PROVIDE NETWORK CARRIER PROOF OF LiCENS£(S) 1NCLUOINC PE & PO INSURANCE 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMEKM THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCT" MEANS. METHODS. TECHNKNIES, SEOUE,NCES. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL INSTALL ALL SCIVIPMEHT AND MATTRALS ACCORCTNG TO UMUFACTIURER'S/VENDORTS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 11. ALL WOW( PERFORMED ON THE PROJECT ALONG WITH ALL MATERIALS INSTALLED, SHALL COMPLY IN STRICT ACCORDANCE WITH ALL APPLICABLE COOM 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 YUSUC AUTHORITY. MUNACI'ALJTY. UTLHY COMPANY AND LOCALMATE JURISDICTIONAL CODES DRAING 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 UAW. SHALL BE AVAILABLE AT THE JOB SITE FOR INSPECTION AT ALL TIMES. THE OICINAL PERMIT SET PLANS ARE NOT TO BE USED BY 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, ADDENIIA. AND CHANCE ORDERS ON THE PREMISES AT ALL TME'S UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY THE NETWORK CARRIER CONSTRUCTION PROJECT MANAGER WITH A COPY OF ALL REVISIONS. ADDENDA, MID/OR CHANCE 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, OMENSNOHS. AND ALL R£QUWREMENTS PRIOR TO THE START OF ANY WORK- NOTIFY THE ARCHITECT OF ANY OMOREPANCIES. 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 DOSING 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 OPORATIONS IN CONJUNCTON WITH THE EXECUTION OF THE WORK. 17. ALL DUSTING CONSTRUCTION, EQUIPMENT. AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOU.OWINC E)(CEFRRONS: 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 MEETNG 09 EXCEEDING DESIGN REOVIREMENM SHALL BE USED FOR INSTALLATION. 19. WHEN ROOF TOP OR TOP FLOOR DECK TEMPORARY STACINC S REQUIRED - MATERIALS SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED ROORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LAVE LOAD" FOR THE STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE DOESNT HAVE THE DESIGN STRENGTH FOR ADDITIONAL LOADING. 20. SEAL ALL PEHETRATIoNs WITHIN FIRE -RATED AREAS WETH U.L LISTED OR FIRE MARSHALL APPROVES] MATERIALS IF APPLICABLE TO THE SUBJECT FACILITY AND OR PROJECT SITE 21. BUILDING FNSpKTURS AND/OR OTHER 13UILDING OFFICNLS ARE TO BE NOTIFIED PRIOR TO ANY GROUND DSTURBA4CE. CONSTRUCTION. AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY, 22. CONTRACTOR TO PROVIDE A PORTABLE FIRE DRTINR(;", ER WITH A RATING OF NOT LESS TFYAN 2-A OR 2-A1CRC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 23.CONTRACTOR SWILL MAKE NECESSARY PROVISIONS TO PROTECT DOSING IMPROVEMENTS. EASEMENTS, PAYING, CURING, DURING CONSTRUCTION. UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ADJACENT TO THE PROPERTY. 24. CONTRACTOR SRW1 KEEP GENERAL WORK AREA CLERK AND HAZARD FREE DURING CONSTRUCTION OISEVSTNC OF ALL DIRT. DEBRIS, ANTI RUBOLSH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY 4R PRE]IISES. SITE SNVLL BE LEFT IN MEW CONDITION AND FREE FROM PANT SPOTS, DUST. OR SMUDGES OF ANY NATURE 25. NEW CONSTRUCTION INSTALLED ADJACENT EXISTING BUILDINGS OR CONSTRUCTION SHALL ARCHITECTURALLY MATCH THE OUSTING IN TERMS OF COLOR. TEXTURE, FINISH MATERIALS. ETC.. EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIOIK. 26. THE CONTRACTOR SWILL PROVIDE ALL NECESSARY BACKING. BLOCKING. AND/OR OTHER ANCHORAGE DEVICES REQUIRED FOR THE INSTALLATION OF FIXTURES. MECHANICAL EQUIPMENT, PLUMPING. HARDWARE AND FINISH ITEMS TO INSURE A PROPER AND COOE COMPLIANT INSTALLATOONL 27. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE CONSTRUCTED LEVEL. ERECT. EVENLY ALIGNED. PLUMB AND TRUE BASED ON THE CONSTRUCTION NR DRAWINGS, THE CONTRACTOR SHALL COMPARE EXISTING CONDITIONS WITH THE PROPOSED DESIGN PRIOR TO CONSTRUCTION AND REPORT ANY OUSCREPAWM OR C400HEMYEHOES TO THE NETWORK CARRIER'S REPRESENTATIVE AND FURTHER TO THE A&E SUCH THAT THE NEW INSTALLATION WILL LIKEWISE BE LEVE" ERECT. EVENLY ALIG7NED, PLUMB AND TRUE ARCHITECT AND NETWORK CARRIER SHALL BE NOnnCD OF ANY ERRORS, ONISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 20.THE CONTRACTOR IS To PROVIDE PROTECTION FOR ADLONING PROPERTIES FROM PHYSICAL HARM. NOISC MST. DIRT, ANTI 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 MATERIALS AND SHALL NOT STORE OR STAGE MATERIALS ON PUBLK PROPERTY WITHOUT A PERMIT TO 00 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 SWELL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING. PATCHING. ETC.. SO AS 70 BE PREPARED PROPERLY BY THE WORK OF OTHER TRADES. 33. ALL OSFIRIS AND REFUSE SHALL BE REMOVED FROM THE PROJECT PREMISES AND LEFT TN A CLEAN SWEPT CQNDITON AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WOWL 34. NETWORK CARRIER DQES NOT CWRANTEE ANY PRODUCTS, RIETURES. AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER, GUARANTEE OR WARRANT( TENT MAY BE IN EFFECT IS DONE THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT. FUTURE. AND/Oft EQUIPMENT UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTACTOR/SUBCONTRACTOR IN WRITTEN FORM. 35. CALI IGNL CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN 1HQ AREA AND UTLITY INFORMATO N SHOWN MAY NOT BE CDMNETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 46 HOURS PRKJR TO CONSTRUCTION. 36. WHEN APPLICABLE. CONTRACTOR IS RESPONSIBLE M CALL COORDINATE AND MAKE ARRANGEMENTS FOR R.O.W. AND/OR PRIVATE PROPERTY LOCTES BASED ON SPECIFIC SITE REQUIREMENTS. 37. SEE CIVIL 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 RFDUNED CONSTRUCTION SET. 39. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMETTING THE REDUNED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 40. CONTRACTOR SHALL COCRORNATE AND SEEK APPROVAL OF ALL POWER DRAW, INSTALLATION AND/OR MOOMCATKONS WITH POWER COMPANY. OWNER AND JURISDICTION AS REQUIRED, CONTRACTOR SHALL REPORT POWER INSTALLATION SOLUTION(S) TO NETWORK CARRIER REPRESS NTATV[ PRMSCT CONSTRUCTION MANAGER ANTI 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. INFERIOR. AND/OR IMPROPER MRATETRVMS. DAMAGED GOODS. AND/OR FAULTY WQRKMANSFIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPLETE ACCEPTING UNDER THIS CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. EXCEPTIN: THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGRFE►fENT FOR ALL WORK DOHS. CDSGNED BY THE CONTRACTOR TO MAINTAIN THE RODFIW RN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT. UNLESS OTHERWISE WRITEN 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 AHD/OR FEES WITH RESPECT TO IRE WORK TO COMPLETE THE PROJECT. 13UILCING 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 REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESICH CONCEPT. NETWORKS CARRER'S REPRESENTATIVE PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE TEIA 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 DaSITNG GROUND SURFACES FROM HEAVY EQUIPMENT UTILISED DURWO CONSTRUCTION. 48. CONTRACTOR smALL 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 ACTiNTES, AND REPAIR, RESTORE AND MODIFY EXISTING IRRIGATION LINES IF NECESSARY TO OPERATING CONDITION. PROVIDING FULL COVERAGE TO IMPACTED AREAS. 50. IN THE CASE OF ROOFTOP SOLUIONS 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 CLIPPA NTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY ENSURING 10M MOISTURE PROTECTION. 51. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN GONCCmLEO (SHROUDED) SUPPORT FRAMES OR TRIPODS. CONTRACTOR SHALL COORDINATE WITH THE FRP OESNCNE7R/FABFCCATOR TO ENSURE THAT THE FINAL FRIP SHROUD IS SIMULATING (IN APPEARANCE) EXISTING DOERIOR SUR.DINC FACADE MATERIN.5. TEXTURES. AND COLORS THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK OR FLATHEAD FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHMMMUIIJITONS ARE PROVIDED. THE CONTRACTOR SHALL ENSURE THAT FERAL CONSTRUCTIoN REPRESENTS WHAT IS INDICATED IN PHOMSIMULATON. SHOP ORAWINGS SHALL BE PROVIDED TO THE CONTRACTOR, CONSTRUCTION COORDINATOR. AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. Sx, FECASE OONSOLUTIONS TNECOBC� WOS WHERE ANCHORING TO AN TNG CONCRETE;SLAB IS REQUIRED. CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING SID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TE?nWi TENDONS WITHIN THE ROOF SLAB RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDDNG AS -BUILT DRAWING SET HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REIAR. IN THE EVENT POST TENSION SLAP! SOLUTION IS PRESENT. CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (NRCWDED ON BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 53. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLING TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (INHERE APPLCAMO, PLASTIC ZIP M SHALL NOT RE P£FIACTTED FOR USE ON TOWER NETWORK CARRIER PROJECTS, RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOGONO TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUT PRODUCT DISTRIBUTED 13Y TWJr- 54. CONTRACTOR SHALL OBTAIN. RENEW AND EXECUTE ALL NETWORK CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS END AND CONSTRUCTION PROJECT. 55. CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY RMALLED 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 0410NSTRATING CAPACITY AT THE EXACT LOCATION OF EXISTING CONOTKINNS TO SUSTAIN ADDITIONAL HEAVY BATTERY CABINETS OR OTHER OUT OF SCOPE EQUIPMENT. 57. THE CONTRACTOR SHALL PROVIDE MATERIALS UST (BON) TO THE NETWORK CARRIER REPRESENTATIVE PRIOR TO CQHSIRUCTKIN. 4072 REGISTERED ARCHIT CT TH0 AS R. HOLLAND STATE OF WASHINGTON REN, 02.18-1 5wompa V N cNv►�u�r►cA rrla►vs PACIFIC TELECOM •F••¢O. LLA F�1 = 0 M O l O W O W Fail W � z3 Ld � w a O c/] a PC J LL ul nW O M) W LL M REVISIONS N0. DATE DESCRIPTION INITIAL A /11 MUED FM PW REMLW RD 0 TIN ISSIAEO FUR FCD RCMEw SS 1 1T/1/ IgWM FW FM REVEW ILK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SEf SHEET :T=ffLGENERAL SHEET NUMBER G-1 INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY DESIGN CRITERIA:- I. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WTH THE NTERNATFONAL BUILDING CODE 2012 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2012 IBC) 2. DESIGN LOAOS: DESIGN DATA FOR FEDERAL WAY. WA: 98003 —ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) -4h9EC WIND SF® 110 MPH (100 MPH 3 SECOND GUSTS) - = EXPOSURE C -SEISMIC ZONE D ( ,QNCRETE NOTES(WH N APPLICABLE: 1. CONCRETE SHALL BE MIXED. PROPORTIONED. CONVEYED +DID PLACED IN ACCORDANCE WITH IBC SECTION MS. 19D6 AND ACI 301. INCLUDING TESTING PROCEDURES, CONCRETE SHALL ATTAIN A 20-DAY STRENGTH OF Ic-2-M PSI AND NIX SHALL CONTAIN NOT LESS TON 5-i/2 SA= OF CEMENT PER CUEING YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' DR LESS 2. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-EHFPAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260. C494, AND C818 TOTAL AIR CONTENT FOR FROST-RESSTANT CONCRETE SHALL BE IN ACCORDANCE WTH TABLE 18DCM OF THE INTERNATIONAL BUtUMG CODE EXPOSED CONCRETE SHALL HAVE A COMPRESSNE STRENGTH Of 2,500 PSI. NO SPECIAL INSPECTION IS REQUIRED FOR 2.500 PSIINSiALLED SOLELY TO SATISFY EXPOSED CONCRETE REQUIREMENTS. S STEELREINFORCING SHALL CONFOfW TO ASW GRADE $0, "60 Wo PS YIELDED WIRE FABRIC 1SHA4L CONFORM TO ASI3N A-S1185 SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM 615. GRADE 60, "60,000 PSI. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDNRO HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-92 AND 318-02 LIP A.I. CONTINUOUS REINFORCEMENT 15 AND SMALLER 40 BAR DIAMETM 'OR 2'-0- ALL WALL DIVA FOOTINGS INTERSECTIONS LIMP C6Rkm MINIMUM AT BARS i5 c AO BAR DAMEMIS; OR 2'-0' MINIMUM- LAPS OF LIMITER 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 SPECMALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: -FIGS 3 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 (j5 BARS OR SMALLER) 1-1/2* —COLUMN TIES OR SPIRALS AND BEAM STIRRUPS— 1-1/2- -SLABS AND WALLS (INTERIOR FA•:T_)... GREATER OF FAR DIAMETER PLUS 1/8' OR 3/4' STRUCTURAL SI'EEL NOTES (WHEN APPLI A 1. STRUCTURAL STEEL DESIGN, FABRICATION. k ERECTION SHALL BE BASED ON EITHER RISC—LRFO, AISC 355. OR AISC—HSS AND SECTION 2205 2 OF THE INTERNATIONAL BUILDING CODE 2. A EITHER AISC—LRFD, RISC 355, OR AISC HSS 3 SECTION 2205.2 OF THE INT'L BUILDING CODE B MARCH 7, 2000 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS Jk 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 FLAME SHAPES SHALL CONFORM TO ASTM A99Z. FY-5D X31 OTTER ROLLED SHAPES INCLU04HG PLATES. SHALL CONFORM TO ASTU AM Fy-36 KSL STEEL PIPE SHALL CONFORM TO ASTM A-53. TYPE E OR S. GRACE B. Fy� M STRUCTURAL TUBING SHALL CONFORU TO ASTM A500, GRADE B, Fy=46KV. CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 4. ALL WELDING SHALL BE IN CONFORMANCE WITH AM AND AWS STANDARDS AND SHALL BE PERFORMED USING E70 XK ELECTRODES. ONLY PRE OUAJFIED Wp.OS (AS DEFINED BY A.WS.) SHALL BE USED ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MACE WITH A FILLER MATERIAL THAT WAS A MINIMUM CNN TOUGHNESS OF 20 FT —LEIS AT —20 DEGREES F. AS OEIERMIHED GY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION, TOWER/POLE NOTES 1. VERIFICATION TWAT THE EXISTING APPLICABLE BUILDING. TOWER. POLE OR WATER TANK CM 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 INMAL AND FUTURE ANTENNAS, ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RMIZANED AT THE COMM SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ABBREVIATE❑ 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 LOVN7AENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFFFY MONITOR SHALL WARN CONSTRUCTION WORKERS OF WIZAFt05 (E.E, BACIDNG UP TOWARD A ROOF EDG_ETQ OR UNSAFE ACTNTTTS. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN NSLIAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WONOZS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOT EDG , REQUIRES WORKERS TO USE SAFETY UNE 4. SAFETY LINE SHALL BE MINIMUM %" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTIR OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE 6. SAFETY UNE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORI(EtR TO REACH EDGE OF ROOF. BUT NOT BEYOND- 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. & MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMTTTM REPRESFNTARVES. INCLUDING: -INSPECTION OF CONSTRUCTION AREA FOR HAZARDS -USE OF AN INSPECTION CHECKLIST -INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS -REPORTING AND DOCUMENFONG ANY HAZARDS -REPORTING iAzAm 5 TO THE SAFETY COMHTTEE FOR CONSIDERATION -POSTING RESULTS OF INSPE)nO N AND ANY ACTION TAKEN -RECEIVING AN UNWA.SED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER BOTANY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL: NATIONAL ASSOCIATION OF TOWER ERECTORS (2000 PLIWC ATION) REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED By TOWER ERECTORS. EQUIPMENT INSTALERS. AND TOWER/ROOF TOP CONTRACTORS/SUBCONTIUACfORS: -29 CFR 1926500 - SLOP!» APPUCATDON, AND DEFINITIONS -29 CPR 1929,501 - DUTY TO HAVE FALL PROTECTION -19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERVA AND PRACTICES 4072 REGISTERED ARCI�IT OT tOMAS R. HOLLAND 105 TH STATE OF WASHINGTON REN. 02.18-1 � _ l � �.l SPECIAL INSPECTIONS REQUIRED* SYMBOLS: 0 GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE ' SECTION REFERENCE — CENTERLINE PROPERTY/LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR r TELEPHONE CONDUIT E ELECTRICAL CONDUIT A COAXIAL CABLE —0/H_ OVERHEAD SERVICE CONDUCTORS GROUT OR PLASTER (E) BRICK (E) MASONRY CONCRETE EARTH a alaooa GRAVEL PLYWOOD SAND ® WOOD CONTNUOUS WOOD BLOCKING STEEL (N) NEW (E) EXISTING Q NEW ANTENNA EXISTING ANTENNA ® GROUND ROD rr GROUND BUS BAR • MECHANICAL GRND. CONN. ■ CADWELD 0 GROUND ACCESS WELL a 0 0 41 IL SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑ VERIFICATIONS OF MILL REPORT CONCRETE OVER 2.500 PSN (!% SACK MIX) AT 28 DAYS ❑ IDENTIFICATION OF STEEL AND AT JOB SITE CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF ❑ ADHMVE BOLTS IN CONCRETE OR MASONRY REINFORCEMENTS AT STAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTIUTY 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 OFFERRED SUBMTTAL RAMS SHA.L, BE SUDMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REAEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRD SUBMITTAL DOCUMENTS HAVE BEEN RLVIEwED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL M6 SHALL NOT LTE INSTALLED UNTL THM DESIGN AND Si10M1iTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILOINC OFFICIAL ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT REVISION ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEEri—) Cl OTHER WEs� NS commu►v►" r►o �-ram PACIFIC TELECOM EEIY.=EE. I.L. � 0-0 V) W w O1 O Q z3 W aQ LL UJ n_w W � W M H� REVISIONS RD. OAT-_ DESCRIPTION iH:ML A /Ul"I 65UE0 FOR PCD RENEW Rt D 1141 ISSUED FOR FCO RENEW S T ryll 90ED FOR FCD REVIEW III NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE NE__ NOTES & .DOLS SHEET NUMBER G_2 THE INFORMATION IN THIS SET OF DOCUMENTS 6 PROPRTETAFiY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER STRICTLY PROHIBOIED. LEGEND w w w w w w W 4 W w W w w W 8 a C/Y [�4072 REGISTERED 1 ` ARCHIT CT TH MAR. HOLLAND STATE OF WASHINGTON REN. 02-16-1— *woo* LExsnNG PARK PARKING LOT 7 LJ so 26'-5• I I I° °I ❑ I c °Iib m °L•— o ' M &T PROPOSES W MODIFY AN DOSING IRYMN MIM 1EIZOO MUNIQUENS FACIIIY BY REMOVING (a) � — - - - - 342 DOSING AHTEN AS AND ADDING (9) LINE PANEL ANIE11lMS (3 PER SWIDR). (6) RRH UNIM (2 PER pR}, me (1) SURGE ION UNIT MOEfiNE'D 1FAR ANTENNAS W MING AI FOW 34 i10UNENG. FRW_ ATRT ALSO PROPOSES W INSTALL �Is= VZHIN�EXI ING SFELTFWDW AN �INO EQUIPMENT EXISTING ADDITIONAL ! ! CARRIERS EQUIPMENT ! 1 + ! r LOCATIONS 1 r + + 1 ! f I r W W w PRAY UK SW47*53 E 3512r \ Off- .-. �- . I .• �!, a / \\ 1 17 ° W w 10 \\w w w N4 I rr J • EXISTING BUILDING �f . { w �� � ■ I ' KING COUNTY .y� - •T i III EXISTING �n PARKING LOT7 �I LLQii FIRE STATION NUMBER 39 • ,• r • •, • • y • r • 1 EXISTINGoo + • I I ASPHALT I ! • I I DRIVE I I FIRE STATION 4 �+Qs; w •✓ '1' ❑ ❑ ❑ ® ❑ ❑ w ,Y y PROPERTY LINE NW31.43•W 309.68' W •1• W I TRUE NORTH ■.11 r Y, di.Wd LF SUBJECT BOUNDARY LINE --------- RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ------ - - - - - - - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE aNp— OHP— OVERHEAD POWER LINE — UGP— UGP— LPGP— BURIED POWER LINE BURIED GAS UNE 011T— OHT OVERHEAD TELEPHONE LINE — UGT— UGT— UGT— BURIED TELEPHONE LINE —w —W —W —W — BURIED WATER LINE —A—ss—ss— BURIED SANITARY SEWER —so —SD —SD— BURIED STORM DRAIN DITCH UNE/FLOW LINE -. . ...........' -- " -- ' - ROCK RETAINING WALL .. . . . . . . . . . . . . • VEGETATION UNE —x—x—x—x—x—CHAIN LINK FENCE WOOD FENCE — x — x — x — x — x — BARBED WIRE/WIRE FENCE Qp TRANSFORMER FIRE HYDRANT x( LIGHT STANDARD DG GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX A FIRE STAND PIPE 0 UTILITY POLE p CATCH BASIN. TYPE I E— POLE GUY WIRE ® CATCH BASIN. TYPE II ID GAS VALVE a SIGN 13 GAS METER " BOLLARD [11 TELEPHONE: VAULT LWIL BON o TELEPHONE RISER 234,21 SPOT ELEVATION DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ILL PROPERTY LINES. EASEMENTS. SETBAM AND DaSnNG CONDITIONS ARE APPROXIMATE AND SMALL BE VERIFIER PRIOR TO START OF CONSTRUCTION. PARCEL NUMBER (Si 072104-9210-01-003 THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SpUIHEAS7 QTWITER of THE SOUTHEAST QUARTER AND THE SOUTH HALF OF THE NORTHEAST GUAM OF THE SOUTHEAST q,UARTER OF THE SOUITNEAST QUARTER OF SECTION 7. T'OYINSHIP 21 NORTH. RANGE 4 EAST. WLLAMETTE MERIDIAN, EXCEPT THAT PO EOIRTION DESCRIBiO A5 FOLLOWS: BNNUIC AT THE NORIF1E14ST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 01'o4'36' WEST, 253.50 FEET: THENCE NORTH W51'51' WEFT. 3M,67 FEET: THENCE NORTH SSOS'W WEST. 98.80 FEET: THENCE NORTH OI'13'4G' EAST, 199,02 FEET TO A POINT QN THE NORTH UNE OF SAID NORTHEAST 4LIAR1"ER THENCE SOUTH W4B'01- EAST, 391.22 FEET ALONG SAID NORTH LINE OF THE NORTHEAST QUARTER TO THE POl1'(T OF BEONNING. ALSO EXCEPT THE EAST 40 FEET TkIEREOF CONVEYED TO KING COUNTY FOR ROM BY DEED RECORDED UNDER RECORDER'S FILE NO.5331649. It IN — aw b... , ,...,. ,� PaLft %wasw- H9F9 It 711� yo9. CALL txt ITESORE VOII ow L"Im wnrkp l/ I DOE VICINITY MAP ❑ y ST h N t3i1!'rt =1 G Z ru tot pi y� S 316TH PI s 5 3"1 7 T�k pten a oc SITE PLAN I 1 at&t mobility COMMLINICA TIOJVS �—ram PACIFIC TELECOM 999111C99. LLC I+� 0 00 �a z3 � w c/] a a O L/] 3 4 cr n W w M Mis SHEET TITLE SITE PLAN SHEET NUM1BER A— 2'r w SCALE: 1• >< 20'-0' : 11•x17• SCAM- 1• = 40'-0' THE INFORMATION CONTAINED IN TH15 SET OF CONSTRUCTION IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY 4072 j REGISTERED EXISTING AT&T GSM ANTENNA TO BE F EXISTING AT&T 700 MHz RRH UNIT TO EXISTING AT&T UMTS ANTENNA TO EXISTING AT&T MOUNT EXISTING AT&T LTE PANF1-`-`-`-`-`-`;Ca-`-''��-`-'-�-' ANTENNA TO BE REUOVF¢'--�, PANEL A AT&T LTE J PANEL ANTENNA TO BE Rt]1DV� EXISTING AT&T GSM ANTENNA 70 BE REMOVED EXISTING AT&T (1) SURGE SUPPRESSION UNIT TO ROM EXISTING AT&T RE - RRH UNIT TO Tv."N EXISTING AT*T Fi9ER/OC POWER ROUTE AT EXISTING ICE BHlOGE EXISTING AT&T UMTS ANTENNA TO REMAIN - EXISTING AT&T GSM ANTENNA 70 BE 10K EXISTING A/C UNIT EXISTING ICE BRIDGE EXISTING CHAIN LINK f ` 1 `1\ 'EXISTING AT&T GSM. ANTENNA TO, BE RE VAM EXISTING AT&T UMTS ANTENNA TO REMIAI EXTSIING AT&T 700 MHz RRH UNIT MOUNTED ON EXISTING ANTENNA PEATF'ORM MOUNTING ATTACHMENT AT ANTENNA LEVEL To REMAIN •E QSTINC AT&T GSM ANTENw TO BE REMOVED -FROSTING AT&T LTE PANEL ANTENNA TO BE REMOVED AT&T EQUIPMENT SHELTER AT&T UMTS CABINET STING AT&T GSM EQUIPMENT TO K CONSIOLDITED & EXISTING CABINET TO BE i(i]IDVED —EXISTING AT&T (2) DC RUNS 4 AND (I) FIBER RUN ROUTM ON POSTING ITITERIOR CABLE TRkYS [FIELD vER" POWER NO AT&T F] M INGCA AT&T * POWER RACK GSM CABINET ENTRY PORTS -----EXISTING AT&T GPS ANTENNA AT EQUIPMENT SHELTER AT&T ICE BRIDGE EXISTING D4SE T HANTENNA , AT EOuIPM ENi SHELTER E MPNG A/C UNITE]OSTiNC ACCESS DOOR AT&T BATTERY RACK n I a raw -1 v I - - THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-1= 1 MOMMOOMIS EXISTING HOFF" BOX MOUNTED TO WALL AT&T EOUIPMTNT RACK TRUE NORTH an wM�>•f o=I (• P+r) EXISTING COMPOUND PLAN wm* ar' wm r ram PACIFIC TELECOM aunen, I.L. �M O O O (n CO WCo :Da 3 ON W O m a a rn 3 J W� n W O uj r) REVISIONS W. I DATE I nesarprow INITIAL Awm[141 LAum FOR Pm m WEaf RD o IMW41 Is$= Fm sco mm— ss 1 WT2A41 ISSUED FOR FFA REVkV ZlN NOT FOR CONSTRUCTION UNLESS LABf1ED AS CONSTRUCTION SET SHEET T EXISTInE DIMING COMPOUND PLAN SHAET NUMBER j —2 2e-W SCALE- ,/2• = r-Q- „%17- SCALE ,/+' = r-o- 2 , G 2- THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY W ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CAARILR SERVICES IS PRCMOJTE7. PROPOSED AT&T LTE ANTENNAS. MOUNTING EAWARE AND EQUIPMENT TO BE PAINTED TO ICH EG"NC. PIRPOSED AT*T WCS RRH UW [REtFT�c�G) t'�• f_'7 MOUNTED ON DasTNG ANTE" 11QUNr (1 PER SECTOR. 3 TOTAL) 7 PR%VM AT&T MCS RRH UNIT ( } MMKTED ON EXISTING ANTENNA MOUNF (1 PER SECTOR, 3 TOTAL) EXISTING AT&T 700 MHz RRH '] PDAHT &U) SLR EXISTING AT&T (1) SURGE SUPPRESSION UNIT TO REMAIN 1 PROPOSED AT&T LIE 2 700/1900 PANEL ANTENNAS (I PER SECTOR, 3 TOTAL) - PROPOSED AT&T GSW ANTENNA PAM5. ANTENNAS (1 PER SanM 3 TOTAL), EXISTING AT&T UMTS ANTENNA COSTING AT&T MOUNTING PLATFORM PPANP06EDANMNNAS&T l(I � SEMM 3 TOTAL) EXISTING A/C UNIt— EXWTNG CHAIN LINK EX6TING AT&T tTBER/ ROUTE AT E]16TING K DOTING ICE BRIDGE 19'-O• AT&T EQUIPMENT SHELTER AT&T UMTS CABINET EWSTM1f AT&T \ POM5;t RACK tS11NG ENTRY PORTS LEGSDNG AT&T GPS ANTEW" AT EQUIPMENT SHELTER �STIIiC AT&T ICE BRIDGE EXLSTXG AT&T CPS ANTENNA AT EQUIPMENT SHELTER A/C UNIT EXISTING AT&T GSM CAahEi HOFFMAN TO WALL FROPOSM AT&T (2) DC RUNS AND (1) FIBER RUN AOUTM ON EXISTING INTEMOR GABLE TRAYS I in a ACCESS DOOR AT&T BATTERY RACK VERIFICATION THAT EXISTING MONOPOLE & UNTM ATTACHMENTS CAN SUPPORT PROP& ONG SHALL BE PERFORMED BY A REGISTEF iUCTURAL ENGINEER DC/RBER POWER RUN TO BE ROUTED WITH STING COAX (FIELD 4EAIF'0. [�4D72 REGISTERED 1 � ARCHLY CT THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-1= MMMMMMMMI PROPOSED LTE EQUIPMENT + B TO BE MOUNTED WITHIN A-5 EXISTING AT&T RA" eusr.NG AT&T EQUIPMENT RACK TRUE NORTH 16,- L, r dIOI- a n s a.a.a (e PmW• PROPOSED COMPOUND PLAN WF.STa WR ca►vrrv�unrrca rro �-ram PACIFIC TELECOM 19OlICCf• LLC ~ M � o 00 to CO W 01 z Q _) w Ld � w U] a O C!] N 3 4 � rw 0 1 �w M H� REVISIONS NO- DATE I DESCRFWN 1.1 AxMjw 65UED FOR PW MAEN RC 0 WWI, k$sum rw FC9 n wr w 55 I sr. W5 DD FOR FCD KVrL- ILM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED COYPOIAID PUN SHFT R NUMBE A 1 ■— 3 11 •xn• sale 1 /{- = 1 •-0• s , • D' r THE INFORMATION COSTAINED IN THIS SE, OF CONSTAUCTION POCVM"S S PROPRICTAgy BY NATURE. ANY USE OR DISCLOSURE OTkEA THAN THAT wrlIC+i RELATES TO SERVICES IS STRICTLY Ia 0 2 245,TN3' SCALE 1- - 10'-0' 11'x1r SCALE: Y - 20'-0' THE 1NFORWTION CONTRNEO IN THIS SET OF CONSTRUCTION EXISTING 15'-0' LIGHTING ROO— E)TISTING FIRE STATION MICROWAVE ANTENNA -- EXISTING ANTENNAS OF OTHER CARRIERS. TYP- EXISTING ANTENNA MOUNTING PLATFORM PROPOSED AT&T (2) DC RUNS AND (1) rom RUN ROUTED WITHN EXISTING MONOPOLE — EXISTING AT&T ICE BRIDGE EXISTING Aws Y-O- HIGH CHAIN LINK FENCE EXISTING AT&T SHEITER— EXISTING AT&T CPS ANTENNA AT EQUIPMENT SHELTER EXISIING AT&T CPS ANTENNA AT EOUIPMENT SHELL EXISTING AT&T (1) SURGE SUPPRESSNON UNIT ON EXISTING ANTENNA MOUNT TO REMAIN EXISTING AT&T LTE PANEL ANTENNA TO BE REMOVED EXISTING AT&T GSM ANTENNA TO REMAIN EXISTING AT&T UMTS ANTENNA TO REMAIN EXISTING 150'-0' AGL MONOPOLE EXISTING NORTH ELEVATION 12 2`"; sc�� IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WFICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING 15'-0' LIGHTING ROD — EXISTING FIRE MICROWAVE AN EXSTING ANTENNAS OF OTHER CARRIERS, TYP- `oI o OVIREFA) ON UNITRRN IDDSTNG ANTENNA NOUNT• a in PROPOSED AT&T LTE WCS PANEL ANTENNAS (1 PER SECTOR, 3 TOTAL) w Env] EXISTING ANTENNA MOUNTING PLATFORM EXISTING AT&T (2) DC RUNS AND (1) FIBER RUN ROUTED WITHIN EXISTING MONOPOLE (FIELD VERIFY) EXISTING AT&T ICE BRIDGE D=n?+G AWS 7'-0' HIGH CHAIN LINK FTTICE EXISTING AT&T SHELTER— f%ISTING AT&T CPS ANTENNA AT EQUIPMENT EJfi'Zo LNG AT&T CPS ANTENNA AT EQUIPMENT SHELTER NOTES: 1. PROPOSED AT&T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. 2, VMFIGATIQN THAT EXISTING MONOPOLE & MOUNTING ATTACHMENTS CAN SUPPORT PROPOSED LIZFOINO SHALL BE PERFORMED 8I A REGISTERED STRUCTURAL ENGINEER 3. DC/nBER POWER RUN TO BE ROUTED WITH EXISTING COAX (FIELD VERIFY). PROPOSED ATd'T r SURGE ®j SUPPRESSION U ON 005i1NG PLATFORM MOUNT PROPOSED AT&T WCS RRH UNIT 7 (R wms) ON oft- NNG ANTENNA MOUNT EXISTING AT&T 700 MHz RRH UNIT ON EXISTING ANTENNA MOUNT EXISTING AT&T SURGE SUPPRESSION UNT ON EXISTING ANTENNA MOUNT PROPOSED AT&T LTE 700/1900 PANEL MTENNAS 0 PER SWM 3 TOTAL) 2 EXISTING AT&T GSM ANTENNA PROPOSED AT&T GSM PANEL ANTENNA (1 PER SECTOR 3 TOTAL) EXISTING 150'-0' AGL MONOPOLE #*%- 4072 1 REGISTERED THOMAS R. HOL LAND STATE OF WASHINGTON REN. 02-1 B-1 � 7 maj PROPOSED NORTH ELEVATION 1 at&t mobility cN MMLIJIVICA TI O► S F=-rC 1..M. ruse.. s«rieu, ue 41` w W n w w f T M F1 REVISIONS NC. N>ArE °E� IHrrvz •WMJ141 65UW rw TW fMVtEW RC CJEW41 mam FOR rm Rnlw 55 I H LS.R7E0 F'CR FCO !t£L'M 2LN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE 7NISTING & PROPOSED NORTH ELEVA SHEET NUMBER A-4 TOP CONNECTION IS NOT REOUIRED WHERE TOTAL EQUIPMENT WEIGHT IS LESS THAN BOO L.BS DC POWER CR [T]APTY] G9 DC/DC CONVERTER D DG p RAYCIIP SURGE ALU/BBU (9926) c G .co `C FIBER CABLE ENCLOSURE go L FUTURE ALU/fiBU NOT USED C NOT lJSff D oc• P 5u 3r' SCALE. NOT USED ,..) 24 j136' HDr 4 e ne �gA��! TF1C0 Z" NOT 10 i.I�UIol� L� D 7"�'�� _AR CABINnygAM IIr C e �fj a o G4 D 0 o D • �• • �: .n. N D STANDARD 19 123 D INDOOR RACK (VERiM D 17.24' I92 DSTRIBUTION SHELF ' (18 BREAKER POSITIONS) 9 I o .q 3 MANUFACTURER: ALPHA TECHNOLOGIES MODET_• 24V/48V DC -DC CONVERTER ARGUSE P/N: 053-996-20-000 • HEIGHT- 8.75� SW Rack Vnits) 19' RACK MOUNTS = 0 r� 3 • ; WIDTH: 17.24-23' DEPTH: 12.20• o 1 A WEIGHT- 45 LEIS ° ER= CONVERTER SHELF (SPACE FOR UP TO 4 CONVERTER POSITIONS) NV1 VQ-r- - ,• 24'r30• NOT LISEQ 3 24 j136' SG1LE: NOT LISEn !Y`k]Y NOT USED 11 %17' SCALE NOT THE INFORMATION CONTAINED 81 Tt+S SET OF CONSTRUCTION DOCVMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICN RELATES TO CARRIER SERVICES IS STRICTLY 4072 L REGISTERED rw -� rr ■ - - ' THOMAS R. HOLLAN❑ STATE OF WASHINGTON REN.02-18.1 5 1 � 1i SEE DETAIL 2. THIS SHEET RAYCAP DC-48-60-RM SEE 8/RF-2 MAKE: MID ATLANTIC PRODUCTS INC. MODEL. RLIO-45 HEafr; 84m' TOP WIDTH: 5.50' FRONT WIDTH: EKTIItIOR 19.62' INTERIOR 17.79' SIDE WIDTH: 3.00' LEG WIDTH: 6.00' EA SIDE WeCHT: 40 LOS 1,(Ax CAPACfrY: 1600 LEIS at&t mobility w� CpMMLI1VICA TI nNS -ram PACIFIC TELECOM 29.11.999. LLC I—i w �W 0 mLLI M SHEET TITLE EOUIPMENf DETAOS SHEET NUMBER 1 A-5 EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR ALPHA AZIMUTH RADCENTERANTER LS VENDOR MODEL . TILT EEG -I' LT RET TMA NUMB of COAX A LENGTH DIPIFJCEn GS).t 85FO 115' f00'-0' 1 A 7860 0 0 TBD NONE 2 7/8' 150'-0' GB GSM 1900 1 'OWERNA 7262 0 0 TBD MHA CS72993.08 2 1-5/8' 150'-0' G9 UMTS 050 UNITS 1900 115' 100'-0' 1 KATHREIN 742-264 4 2 780 NONE 2 1-5/8' 153'-0' YES UlB-U9 3 2 TBD LGP 21401 2 7/8- 153'-0' LIE 11S 100'_0• 1 KIIW-X-CD-t 0t,5 TBD NONE 1 FIR 153-0' L7 SECTOR BETA AnWm RADCEMERNUMBER OF VENDOR rood TANTENNILS TM REf �" *' � °� COAX calla LOAM DTPLE � GSM B50 235' 100'-0' 1 7960 4Too NONE 2 7/8' 150'-O' GB GSM 1900 1 7262 0TBD MHA CS72993.08 2 1-5/8" 150'-0' G9 Lam B50 23T 100'-0' 1 KATHREIN 742-264 4TBD NONE 2 7/8' 151'-0' YES UB-U9 UNITS 1900 0 TBD LGP 21401 151--0' LIE 235 100'-0• 1 Km -x -0 i 5 0 TBD NONE 1 153'-0" L7 SECTOR GAMMA AZIMUTH RADcENtER NAUMIMR I'I NISF VENDOR YODEL EUErInLT ' Tu RET TWA, NUMBER OFow/ .M DWLF� 09I 6S0 355 100'-O' 1 :KATHREIN 742-264 9 0 TBo NONE 1 7/8" 150'-0' G8 GSM 1900 4 0 TOO MHA CS72993.08 2 1-5/8 150'-0" 09 UNITS 850 355 100'-0' 1 'KATHREIN 742-264 7 5 TBD NONE 1 1-5/8' 150'-0' YES U8_U9 111F15 1900 0 5 TBO LGP 21401 1 1-5/8 150'-0' LTE 355' 100'-0' 1 IOIW _ -65-ID(ITI 12 2 TBO NONE 1 FIBER 150'-0 1 DISTING AT&T GSM ANTENNA TO BE DaSTING AT&T UMTS ANTENNA TO RI E)GSTING AT&T MOUNTING PLATFORM EXISTING AT&T LTE PANEL ANTENNA TO BE REWNED--, DOSTING AT&T LTE PANEL ANTENNA 70 BE REWOVED EXISTING AT&T GSM ANTENNA 70 BE REMOVED EXISTING AT&T SURGE SUPPRESSION UNIT 70 ROAN EXISTING AT&T UNITS ANTENNA TO REMA EXISTING AT&T CSM ANTENNA TO BE REMOVED TRUE NORTH r....r W rrrl 26-.W SCALE- 1/2" - V-O' 11'x17' SCALE: 1/4' - 1'-0' 2 1 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION WCUVENT5 IS PROPRIETARY BY n DOSTINC AT&T 700MHz RRH (1 PER SECTOR. 3 TOTAL) E7CFSTING EMPTY PIPE /--MOUNT TO REMAIN I TO DEENG ATGSM &T SY ANTENNA OX)SIINC AT&T UNITS ANTENNA 70 REMAIN DOSTING 150'-O' AGL MONOPOLE D05TING AT&T GSM ANTENNA TO BE REMOVED EXISTING AT&T LTE PANEL ANTENNA TO BE REk0W EXISTING ANTENNA CONFIGURATION 2 ANY USE OR DISCLOSURE OTHER THAN THAT W"CH RELATES TO CARRIER SEWCES IS STRIC PROPOSED ANTENNA ._ FIGLIp-ATIONANDSCHEDLILE SECTOR A ADIUM RADCEMER N VENDORMODEL fANnNIIIAS LE ' rECli' TILT RET r►A CWX • LENG H ID�LE%EL 1SM (9S0 115 100'-0' 1 COWSCCIPE -, P O - - 1 7/8' 150 -0' - FIBER 153•-0' LTE WCS LILIIS 1900 115 f 00'-0' 1 KATHREN 742-264 4 7 - (2) LGP 21401 2 7/8' 153'-0' YES � �- UYIS BSO GSY 1900 115• 1o0•-O' 1 KATHREIN 80010764 G. 0' - (1) E15SO9P78 2 7/8' ,-s/e 150 '-' 150'-0- - G91 two m 1900 115' 100'-0' 1 ALUM O 0' - _ 1 FIBER 153'-0' LIE 700 O SECTOR B AZBIUM RADCENTER NUURM VENDOR MODEL rr N RET r1A �AIM� CON(4 Cw N D1PlD[ED LTE WCS 235' 100'-0' 1 COM11500PEsimman1 O O - - 1 FIBER 151'-0' -- UNITS 1900 235* 100'-0' 1 KATHREIN 742-264 5 - (2) LGP 21401 2 7/8' 151'-0' Y6 UB-U9 UNITS Bso 4 GSM 19ao 235' 1o0'-0' 1 KATHREN BOOWT64 p 2 - (1) E15509P7B 2 7/8' 150 -0' - 1-5/8' 150'-0' GSY 050 LIE 1900 23S 100'-0' 1 AW AAIV 0' - - 1 FIBER 151'-0' LIE 700 SECTOR G A21LUM RADCE]iTERNUMISER OF VENDOR MODEL N T RET TWA � OF COAX s L� DIPLEXED LTE 1900 355 100'-0' 1 AW AA 4• 2 - - 1 FIBER 150'-0' - LTE 700 T WIS 1900 355 100'-0' 1 KATHRETN 742-264 T S - (2) LGP 21401 2 1-5/8' 150'-0' - U TS 850 7/8' GSY 1900 355 100'-0' 1 KATHRE]N 742-264 g 0' - (2) E15509P7B 2 - 1-5/8- 150'-0' GSY (!SO LTE WCS 35S 100'-U' 1 CAMMSCOPE -1 4' 2' - - 1 FIBER 150'-0' - NOTm. •DQ NM USE COAX LFNG HS FOR CUT UPIIGI115: E571NATE5 ONLY • CONFWII THAT Goo+ RAL CONTRACTOR IS USING LATEST VERSION OF REDS PROPOSED AT&T GSM PANEL ANIENNA (1 PER SECTOR. 3 TOTAL) ExG7ING AT&T UMTS AWEiNNA DOSTING AT&T MOUNTING PLATFORM PROPOSED AT&T LIE 700/1900 PANEL ANTENNAS (1 PER SECTOR 3 TOTAL) LTE LTE PROPOSED Ar&7 (1) SURGE - SAIPPRF55101'I UNf� DCLSTING AT&T SURGE SUPPRESSION UINIT EXISTING AT&T 700MHz RRH (1 PER SECTOR. 3 TOTAL) - TRUE NORTH r......:..s k'r :r ..... to ...rr). 24'R36' SCALE: 1/2' - T'-O' 11'.17' SCALE. 1 /4' - 1'-0' TLr PRON)BI1ED, F-71 UNITS UNITS ®Z-:J PROP05E0 AT&T LTE WCS PANEL ANTENNAS (1 PER SECTOR. 3 TOTAL) LTE/WCS UNITS EXISTING 150'-0' AGL MONOPOLE PRPOSLTI AT&T WCS RRH UNIT (Mm25j(1 PER SECTOR. 3 TOTAL) � - Pwosm AT&T WCS RRH UNIT (MW.40)(i PER SECTOR, 3 TOW LTE 4072 REGISTERED ARCHIITECT THOMAS R. HDLLANO STATE OF WASH€NGTON REN.02.1&t r PR.0POSED ANTENNA CONFIGURATION 1 was con�n�unr�c% r�nros �-ram PACIFIC T[L[C.■ a[[rlC tl. -C REVISIONS No. 061E I tl6CRPTI7N IINRIAL A o4pVfi&lag" FOR Pp] R@AEW Rr o e =ow FVR Fro RrEeEw S t tmim FOR Fm REM" IIN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET r)rLE ANTENNA CONFIGURATION & SCHEDULE SHEET NUMBER fF-1 I4E MANUFACTURER: ALCATEL-LUCENT 19.0' MODEL, 9926 BBU HEIGHT- 19' WIDTH: 3.469'L 2U (Rack Units) DEPTH: 11.81' N WE]GHC 26 LEIS FRONT MANUFACTURER: ANDREW MODEL- SBNHH-ID65C WEIGHT: 56.14 LBS DIMENSIONS: 96.0' X 11.85' X 7.1' FREQUENCY: REFER TO RF DATA SHEET 17.&5 RF CONNECTOR TYP _ BOTTO" I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION Roll MECHANICAL DOWNTILT f40TZ REGISTERED ARCHIT CT tSTA�TE ��R.HOLLAND OF WASHINGTON REN. 02-18-15 i ai >• TOP O 1- TOP �i _--- - WNUFACWFWL ALCATEL-LUCENT _�_ — YODEL• RRH4X25 HEIGHT 31.5' wmm- 12-0' MANUFACTUR ER: ALCATEL-LUCEHT DEPTH: &7' YODEL• H2X40-07L-DE • WEIGHT: 70 LEIS HEIGHT: MADTH: S' 11 DEPTH. 5.7' WEIGHT. 52.91 LEIS 1 FROME RRH SPECIFICATION ^7 RRH SPE IFICATION 6 24-x]s' SCALE: 1 1/2:-?:-fl: / 24-x.1'.b' SCA r_ 1 1/?'+1'-O' - MECHANICAL Downy BRACI�T� MANUFACTURER: KATHIEIN MODEL SW10764K WEIGHT: 51.8 LBS (23.5 KG) DIMENSIONS: 55.2' X 11.8' X 6.0' FREQUENCY: REFER TO RF DATA SHEET 11.8' O LV N o o � IQP REMOTE ELECTRICAL 11.8' DOWNTILT ACTUATOR TYP O L RF CONNECTOR,N� $ODE TYP BOTTOM RF CONNECTOR TYP REMOTE ELECTRICAL DOWNILT ACTUATOR. TYP 587E RF CONNECTOR, TYP ;PECIFI AC TION KATHREIN ANTENNA I I N I•x3b' SCALE-34'�1'-Q'' 4 T1�x SCALE 3 '.17" Sf'SI F• 3 8•y T'-08 =1•�• :UVENTS IS PROPRIETARY BY 1AA11JRE- ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICE MANUFACTURER ALCATEL LUCENT MODEL:3JR52703AAAA WEIGHT- PER MANUFACTURER DIMENSIONS: 96' X 13.4' X 16.5' FREQUENCY: REFER TO RF DATA SHEET 13.4' in ai ADP 13.4' ■ RF CONNECTOR, TYP 0 REMOTE ELECTR1Gk DDANTILT AC LL47OR _� CONNECTION. TYP - . mmy IS STRICTLY 13.4' MECKWCAL DOWNR[LT BRACKET 16.5' wa PE 70 PIPE �f AG�i D EQUAL — N=- 1- LOCATION OF AHM A MUST HAVE CLEAR HEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE CPS ANTENNA 2. ALL CPS ANTENNA LOCATIONS MUSL-.BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLOES VERIFY WITH HANDHELD CPS BEFORE FINAL LOCATION OF GPS ANTENNA 3. CPS ANTENNA TO BE MOUNTED A MINIMUM OF 10' AWAY FROM ANY EXISTING CPS ANTENNA 4. IF MORE THAN (1) PURCELL CASNET (OR RACK MOUNTEO LTE BASE BAND UNIT) IS INSTALLED ON SITE: INSfA1,L GPS SPLfTIER: LUCENT, 408762045, KS24535L1O. 1.2 GPS SPUTTER, ASSEMBLY MOUNTING PII c a VERIFY EXISTING CONDTIONS - ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED BY ATTACHMENT MANUFACTURER. WWUFACtUREA: RAYCAP uODEL: OC6-48-60-f8-8F 'SQUID' MUUNI RAYCAP 'SQUID' DC SURGE SUPPRESSOR NOTE TO BE INSTALLED WITHIN 6 FEET OF RADIO UNIT LIOUNTIJG BRACKET BY MANUFACTURER 5 COIN MLI)V►CA T►0 NS r ram PACIFIC T[LEeor S6.1ICEf. I.L. FAN rM �o Eno VI m �a z3 � w U] a 0:' J w n w �o �w � M REVISIONS N0. DATE I p6CZ"0N N R*L A 761�11 fS517ED FOR PCO RESow NC 0 O,y�1L Issum FOH F[,y A£NE11' S 1 Ctj.2/14 I MED FOR FCO REmew 3N NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF EQUIPMENT DETAILS 3 SPECIFICATIONS SHEET NUMBER 1 RF-2 TRUE NORTH ItrT Y M Cd�n1YrJ I7 SYMBOL DESCRIPTION SYMBOL DESCRIPTGN ® COPPER GROUND ROD ® TEST WELL CADWELD CONNECTION GROUND BAR SIDE SPLICE CADWELD 2e%W Srxe 1/2- - 1'-0- SCHEMATIC GROUNDING PLAN 1 , y, FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM TT-xTr SCALE 1/4' = T'-O- 2 1 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTIOY OOCUUENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PRciMBEIED. CROUNgwo NETIM NOTES_ Qj CAD WELD (iYP). SEE DETAIL 2/E-2. Q ANTENNA GROUND SETS BAR AT ANTENNA LEVEL WITH COAX GROUND XIT. SEE DETAL 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. TOWER GROUND BUS BAH AT BASE OF TOWER. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION. SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. O f6AINF 3 ENADMMOAUNT SOUND TO ANTENNA GROUND BUS BAR CTYP GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE 0 GROUND BuS BAR (TYP OF 2 PLACES). SEE DETAIL 7/E-2. © gPW °D"� �� M�°KO0GGROUNof tA 4/E-2 Q 16 AWC 3WCs� DETAIL MUND TO ANTENNA GROUND BUS BAR C" OF16 AAUSBAR SURGE OF 3L SEE OCTAL UW � � D TO ANTENNA GROUND O ,SYSTEM GROUND SEE DETAIL 4ENT To TIE INTO DUSTiNC �> 4072 REGISTERED ARCHIT CT TH AS R. HOLLAND STATE OF WASHINGTON TEN. 02-181= [ GROUNDING NOTES & LEGEND 1. ALL DETAILS ARE SK4NM 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 OTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/ViWN, ALL GROUND WIRE SHALL BE GREEN INSULATED WERE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T MOBILITY REPRESENTATIVE S. REFER TO OMS104 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. EiEM;CAL CONTRACTOR TO PROVIDE DETAILED DE%GH OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN By ALRHORIIE.i] AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO OMMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE ML CONDITIONS. I GROUNDING, ROD NOTES I 1, ELECIRICAL CONERAL-TOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE: GROUND SYSTEM HAS BEEN INSTALLED', A QUALIFIED 1NDNNO(Ak- UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG; THE TESTING E. LINGRAPHED OUT TO SHOW THE PLATEAU. 2. 2-POINT GROUND TEST OR 3-POINT 02% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SMALL K PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AxD ExLmNG COMMUNICATIONS FACILITY. WjmP"ro C0MMUIYICA T IF r� �o �o rn co w °f �a z3 � w (/] < a 3 d' J 4 K rw �o mw MLL H� • SHEET TITTLE 9CHEWTIC GROUNDING PLAN SHEET NUMBER E-1- SHEET TITTLE 9CHEWTIC GROUNDING PLAN SHEET NUMBER E-1- MIM NOf USE f] NQ i u�Lu 14 CAL- NOT TO SOLE 15 2N'x36' NflT TTM7 ScCJVC� NOT USED I Nu I UZ)kLT jj� SCALE. NO OT L TO SCALE 1l '4'%M' SCh-E: HOT TO SCALESCALE:- NO TQ SQM SCALE, 1L1 }6 AmFROM ANTENNA CABLE GROUND KIT COPPER GROUND BAR ON WALL. ICE BRIDGE. FLOOR OR ON ANTENNA TOWE L" 119)"'Dlu* H n HHIAM •RHO HOLE LUG. O�TDBE DUOTHERMIC WELD USED WITH /2 AMCW TO�-GROUND CnHDUCTOk SHALL BUILDING SERVICE ND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO bKm METAL TOWER/LJGHT POLE GROUND BARS AT BOTTOM OF TOWERS/LIGHT POLES STRUCTURE SHALL ONLY USE ExOTHIERuIC NT:LOA MT U5EQ AC- S GIRO WERE iN A LATI a� N� NOT TO SCALE ?4'E36' NOY , ii'xii' Su > O�� CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR NOT USE 24•x37: SGALE NOT TO SCALE 3 xST SCALE: NOT TO_ _ OTHER THAN THAT WHICH REATES TO CARRIER SERInCES IS STRICTLY NOTE: COAT ALL IWHIWICAL CONNECTIONS WITH �a00%' OR APPROVED EQUAL UNDER CONDITIONS WHEN GROUNDING IS ELECTRICALLY BONDED DIREMY TO METAL TONER/MGMICPOLE STRUCTURE. BASE OF TOWER BUS BARS SHALL BE REMOVED W/ (2) i6 AWS GROUND LEADS BEING CAD WELDED DIRECTLY TO THE TOWEL AND CONTIUtNG TO BURIED GROUND RING WITHIN UNDERGROUND TRENCH 13 {,4072 REGISTERED �tSTATE ARCHITECT ,5 OMAS R. HOLLAND OF WASHINGTON BEN. 02.1 B 1 = 12 0GAXIAL GROUND KITS W/ LONG 9ARREL COMPRESSION DOUBLE LUGS. ATTACT•I TO GROUND BAR k INSTALL BY ANTENNA CONTRACTOR COPPER GROUND BAR INSTALLED BY GENERAL CONTRACTOR 0000 • M • i • • • • • • 0000 000 • • •• • ! • i • • • • • • • ., • • • • i • • • • • • • ANTENNA CABLE 1 244 Ng 120' WiL 24' FIELD VERIFY /2 SOLID DARE TINNZD COPPER WIRE WEATHERPROOFING KR (SEE NOTE 3) CABLE GROUND TOT (6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE I d 2 CABLE CONNECTOR tipirl NOT INSTALL GABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KR SMALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SIiRIIdK SHALL NOT BE USED. 6 9 TO ANTENNAS RIE2 TILT/RXH WEATHERPROOFING KTT (rfP-) COAX JUMPER GROUND KIT OYP.) CONNECTOR 16 AWG wEATNERPRooETNG KIT (T?.) SEE NOTE 2 ISOLATE FROM MONOPOLE HALO i2 LOWER MONOPOLE BUS BAR ANTENNA CABLE COPPER ANTENNA GROUND TO EQUIPMENT (TYP.) BAR. WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UDUTTY POLE TO GROUND RING WEES 00 T INSTALL CABLE GROUND KTT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR WEATHER pROOI SHALL BE TWO-PART TAPE KR. COW SHRINK SHALL NOT BE USED. GROUND CABLE CONNECTION 24'x3fi- SCALELE 7: NOT TO SCA wj&Fo wm COMMUNICATIONS �-ram PACIFIC TELECO■ fEE110Ef. LLC F-1 • SHEET TITLE GROUNDING DELIS SHEET NUMBER E-2 THE SHEET TITLE GROUNDING DELIS SHEET NUMBER E-2 THE ssi 9 Good nanNetworks MIRROR LAKE 31617 FIRST AVENUE SOUTH FEDERAL WAY, WA 98003 AT&T Mobility 16221 NE 72nd Way Redmond, WA 98052 Teri Sattstone - Phone: (206) 342-6386 at&t View *.- 1 December 13, 2011 The illustration above is a representation of the proposed project based on information provided by the client. Actual construction may vary depenoent on approved consuucuon pia— airy L11— — •� r -•-- - - -• - --- for any post production design changes. Monotree disclaimer: (In the event that the proposed installation Includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolts. While every effortwill be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However• upon close scrutiny, the true nature of the installation will be apparent. !7 REV: Prepared by: CJL pacific Telecom Services, LLC a 3199 C Airport Loop Drive. Costa Mesa, CA 92626-3414 SS19 MIRROR LAKE 31617 FIRST AVENUE SOUTH FEDERAL WAY, WA 98003 AT&T Mobility 16221 NE 72nd Way Redmond, WA 96052 Teri Battstone - Phone: (206) 342-6366 - 1,`g. - n Networks ' •t-- � hrn:•r 1, yypN„ •a. at&t Via-W A. 2 December 13, 2011 The illustration above is a representation of the proposed project based on information provided by the client. Actual construction may vary dependent on approvea consuucuon pia— airu Lllul —w , — o -- --• - ---. - -- - for any post production design changes. Monotree disclaimer: (In the event that the proposed installation includes a monotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction of an actual living tree. The final installation will have cables, cable ports, and various attachments, such as antennas, nuts, and bolts. While every effort will be made to disguise these components, they will not be readily apparent to the casual observer or passerby. However, upon close scrutiny, the true nature of the installation will be apparent j' Ll R EV: Prepared by: CJL Pacific Telecom Services, LLC A] 3199 C Airport Loop Drive. Costa Mesa, CA 92626-3414 1 aeceIVE. DEC ® 4 2014 CITY OF FEDERAL WAY CDS