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HomeMy WebLinkAboutPermit L04-040 - SMITH JEFF - WIRELESS TELECOMMUNICATIONS CONDITIONAL USEJEFF SMITH PTS FOR MT WIRELESS 15820 TIB L04 -040 City of Tukwila Department of Community Development September 17, 2004 NOTICE OF DECISION TO: Jeff Smith for AT &T, Applicant King County Assessor, Accounting Division This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number: L04 -040 Applicant: Jeff Smith for AT &T Type of Permit Applied for: Conditional Use Permit I. PROJECT INFORMATION Project Description: Conditional Use Permit approval for the installation of ,a wireless telecommunication facility, consisting of antennas mounted on an existing 100 foot tall monopole and associated operating equipment placed underneath the monopole. Location: 15820 Tukwila International Boulevard Comprehensive Plan Designation/Zoning Regional Commercial (RC) District: II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that the project, as proposed, does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City's Planning Commission has determined that the application for the wireless facility does comply with applicable City code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to the following condition: The slats must be installed in the existing chain link fence and painted the same color as the existing enclosure. 1 Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the City Council of the Planning Commission Decision is permitted. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Planning Commission decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by October 1, 2004. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. V. APPEAL HEARINGS PROCESS The City Council hearing regarding the appeal shall be conducted as a closed record hearing before the City Council based on the testimony and documentary evidence presented at the open record hearing conducted by the Planning Commission. The City Council decision on the appeal is the City's final decision. Any party wishing to challenge the City Council decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging the DNS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Minnie Dhaliwal, who may be contacted at 206 -431 -3685 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community De City of Tukwila ment 2 HEARING DATE: NOTIFICATION: FILE NUMBER: APPLICANT: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN & ZONING DESIGNATION: STAFF: ATTACHMENTS: City of Tukwila ila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director STAFF REPORT TO THE PLANNING COMMISSION PREPARED AUGUST 17, 2004 August 23, 2004 On August 12, 2004, Notice of Application and Hearing was posted on site and mailed to surrounding property owners and occupants. It was published in the Seattle Times on August 13, 2004. L04 -040 - Conditional Use Permit Jeff Smith for AT &T Wireless Conditional Use Permit approval for the installation of a wireless telecommunication facility, consisting of antennas mounted on an existing 100 foot tall monopole and associated operating equipment placed underneath the monopole. 15820 Tukwila International Boulevard Miscellaneous Permit Exempt Regional Commercial (RC) Minnie Dhaliwal A. B. C. Drawings Photosimulations Applicant's response to conditional use criteria. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Vicinity /Site Information Project Description Staff Report to the Planning Commission L04 - 040 AT &T Wireless —15820 Tukwila International Blvd Page 2 of 5 FINDINGS AT &T Wireless is requesting Conditional Use Permit approval to install a wireless telecommunication facility at an existing 100 -foot monopole, which is located at 15820 Tukwila International Boulevard. The proposal is to install antennas and to place associated operating equipment adjacent to the monopole. Existing Development There is an existing100 -foot tall monopole and a chain link enclosure on the site. This pole is situated on the northeast corner of an approximately 540,427 square foot lot, which is zoned Regional Commercial (RC) and has Lewis and Clark theatre and Bowling Alley, both of which are vacant buildings at this time. A portion of the site is being used as rental car lot and office. Surrounding Land Uses To the north of the subject site is State Highway 518, to the east is located Shuttle Park 2- airport park and ride facility. Tukwila International Boulevard abuts the subject property on the west side with a variety of commercial uses on the west side of the road. BACKGROUND The applicant is requesting to co- locate antennas on an existing monopole. The existing monopole is 100 feet high. The proposed AT &T antennas will be mounted at 65' (the centerline of the proposed antennas). The applicant has proposed this site as a result of Sound Transit's proposed development that will displace the applicant's existing wireless telecommunication facility. The applicant's existing facility is located at the Ajax Airport Parking facility on the north side of State Highway 518. Sound Transit proposes to use that site for S 154 Street station and associated parking lot Staff Report to the Planning Commission L04 -040 AT &T Wireless —15820 Tukwila International Blvd Page 3 of 5 CONDITIONAL USE CRITERIA The proposed project must comply with criteria detailed in TMC 18.64.050, (1 -5), concerning Conditional Use Permits. Applicant's response to conditional use criteria is attached to this staff report as Attachment C. Staff makes the following findings under the city's Conditional Use Permit criteria (TMC 18.64.050): (1) The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity of the proposed use or in the district in which the subject property is situated. The applicant has included site plans, elevations, and computer generated photographs showing the proposed location of the antennas in relation to the monopole. The facility shall comply with all federal standards related to radio frequency emissions. The proposed antennas will be located on an existing 100 feet high monopole. (2) The proposed use shall meet or exceed the performance standards that are required in the district it will occupy. The Development Standards for uses in the Regional Commercial (RC) zone include a maximum height of 35 feet and the following setbacks: First Front: 20' Second Front: 10' Side Setbacks: 0' The top of the proposed antennas will be at the height of approximately 68 feet. Since the existing monopole is 100 feet high and attaching the antennas at 68 feet will not increase the degree of nonconformity, therefore the proposed project meets the requirements for nonconforming structures as listed under Tukwila Municipal Code (TMC) 18.70.50 The ground equipment is proposed to be placed adjacent to the existing equipment enclosure and it meets all setback requirements. The new chain link enclosure for the proposed equipment shall be adjacent to the existing enclosure. No other development standards in this zone apply to this application. Staff Report to the Planning Commission L04 -040 AT &T Wireless —15820 Tukwila International Blvd Page 4 of 5 (3) The proposed development shall be compatible generally with the surrounding land uses in terms of traffic and pedestrian circulation, building and site design. As with similar uses, the proposed facility will generate trips during the construction period and, following the completion of construction, up to 1 trip per month for maintenance. No other impacts to pedestrian or transportation movements are anticipated. Since it is an existing monopole and the proposal is to attach antennas on it, the impacts to surrounding land uses will not be any different than the existing development. The operating equipment will be placed inside a chain link fence. Applicant shall install slats in the chain link fence in order to make it sight obscuring and to match the existing enclosure. (4) The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan This project must comply with the following Comprehensive Plan policies and meet necessary Zoning Code regulations. 12.1.36. Encourage utilities to consolidate facilities and minimize visual impacts of facilities where technically feasible. Implementation strategies for this policy include the use of shared infrastructure and use of existing structures. The application is for co- location on an existing monopole. The color of the proposed antenna must be similar to the existing monopole. 5) All measures have been taken to minimize the possible adverse impacts, which the proposed use may have on the area in which it is located. The applicant has applied for a co- location on an existing monopole in lieu of proposing an additional support structure for their antennas. All ground level operating equipment will be located behind a fenced and gated enclosure. Staff Report to the Planning Commission L04 -040 AT &T Wireless —15820 Tukwila International Blvd Page 5 of 5 CONCLUSIONS RECOMMENDATIONS 1. The proposal to install additional antennas on an existing monopole will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. 2. The proposed project meets the performance standards that are required in RC zone except maximum height requirements but since it is an existing structure and the proposal does not increase the degree of non - conformity, it meet the regulations for a nonconforming structure. 3. The proposed project is compatible with the surrounding land uses in terms of traffic and pedestrian circulation, building and site design. 4. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. 5. If approved as conditioned, it can be stated that all measures have been taken to minimize the possible adverse impacts this project may have on the area in which it is located. The applicant must install privacy slats to make the existing chain link fence sight obscuring. Privacy slats should be painted the same color to match the existing enclosure. The color of the proposed antennas should match the color of existing monopole. Staff recommends approval of the Conditional Use Permit with the following condition: 1. The slats must be installed in the existing chain link fence and painted the same color as the existing enclosure. The color of the antennas must match the color of the existing monopole. DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL A 5/19/01 ISSUED FOR LEASE EXHIBIT RLR A 6 1 0! / / I FOR REVIEW AND COMMENT RLR 1 6 / 70 /N ISSUED FOR CONSTRUCTION RLR REISSUED FOR 2 05/04 CONSTRUCTION JRP SHEET TITLE TOl TITLE SHEET AND GENERAL INFORMATION JOB # DRAWING # 24897 -612 A— STTLWASC09 —TO1 REVISION I 2 TH E PROJECT INFORMATION PROJECT DESCRIPTION: SITE ADDRESS: 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 PROPERTY OWNER: AWS PROPOSES TO CONSTRUCT AN UNSTAFFED CONSISTING OF A 3— SECTOR ANTENNA ARRAY WITH (4) ANTENNAS P R SECTOR MOUNTED TO AN EXISTING 100' -0" A.G.L MONOPOLE WITH RADIO EQUIPMENT CABINETS LOCATED NEAR THE BASE OF THE SAME MONOPOLE WITHIN A PROPOSED COMPOUND EXTENSION OF AN EXISTING COMPOUND. STERLING REALTY ORGANIZATION P.O. BOX 91723 BELLEVUE, WA 98009 PHONE: (206) 455 -8100 CONTACT: BAR PARKS APPLICANT: AT &T WIRELESS SERVICES 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PROJECT CONTACT: JEFFREY SMITH PHONE: (206) 342 -9000 EXT: 397 EMAIL: JSMITHOPTSWA.COM LATTTUDE: 47' 27' 45" LONGITUDE: 122' 17' 16" LAT /LONG TYPE: NAD 83 ELEVATION: 334' AMSL TAX I.D. NUMBER: 222304 -9091 CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY POWER: PSE TELCO: TBD JURISDICTION: CITY OF TUKWILA ZONING: RC APPLICABLE CODE: 1997 UBC CONSTRUCTION TYPE: V —N OCCUPANCY TYPE: UNOCCUPIED PROJECT AREA: APPROX. 216 S.F. VALUATION: $30,000 INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS P AT &T WIRELESS SERVICES, L.L.C. SITE NUMBER: STTLWASCO9 SITE NAME: RIVERTON HEIGHTS VICINTY MAP it t KS-ISM 7A n i1 Lh i r S 15�n 3_ ;G .I 7 �F --- AT &T -SITE 4 rf l5dati St'.�� �6 i 4 I Ir I tJ ,S:�TWih St._.__ m U - t1 - S 166th St ° ...._._. c i N f E l i ) c sea7acl \ 1 1-- -1 �e°'j e $ � ., ,z 'rts j' 1: 4... o C' M DRIVING DIRECTION ROPRIETARY BY NATURE. ANY USE OR 575dfTt'= I ; Tukrnla DISC T SI Crr`aiv r•w. ' � I ��� Park y f i• I I B 164th.S! '$" i67tn S1 t2 l 1.5 Ed Springs Parl FROM SEA —TAC AIRPORT TAKE WA -518 E. TAKE THE WA -99 S. EXIT. MERGE ONTO INTERNATIONAL BLVD./TUKWILA INTERNATIONAL BLVD. /PACIFIC HWY. S. TURN LEFT ON S. 160TH ST. TURN LEFT INTO COMMERCIAL CENTER. SITE IS LOCATED AT NORTH EAST CORNER OF PARKING LOT. - CURRENT ISSUE: REVISED (2) FINAL CONSTRUCTION DRAWINGS Attachment A DRAWING INDEX TO1 TITLE SHEET AND GENERAL INFORMATION 001 GENERAL NOTES 002 GENERAL NOTES A01 SITE PLAN A02 ENLARGED SITE PLAN AND ELEVATION A03 EQUIPMENT PLAN AND DETAILS A04 EQUIPMENT DETAILS A05 CONSTRUCTION DETAILS A06 CONSTRUCTION DETAILS RFO1 RF INFORMATION AND DETAILS RFO2 RF DETAILS RFO3 RF NOTES E01 ELECTTRICAL SITE PLAN AND UTILITY ROUTING E02 SCHEMATIC GROUND PLAN AND DETAILS EGO ELECTRICAL DETAILS E04 ELECTRICAL DETAILS E05 ONE —LINE DIAGRAM 'PROJECT TEAM ARCHITECT THOMAS R. HOLLAND, AIA c/o PACIFIC TELECOM SERVICES. LLC 568 FIRST AVENUE SOUTH, SUITE 650 SEATTLE, WA 98104 -2804 CONTACT: STEVE ISHIHARA PHONE: (206) 342 -9000 x412 FAX: (206) 903 -8513 EMAIL: ISHI HARAOPTSWACOM ZONING CONTACT PACIFIC TELECOM SERVICES, LLC CONTACT: JEFFREY SMITH PHONE (206) 342 -9000 EXT. 397 FAX: (206) 903 -8513 EMAIL: JSMITHOPTSWA.COM .4 LOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES. INC. IS STRICTLY PROHIBITED.: AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 I r`1 . PACIFIC TELECOM 555 PIM Avon. 53312. 53114 650 5•3514, WA. 55104 -2504 /Mow (206) 342-9000 roc (206) 905 -5515 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL A 5/19/04 ISSUED FOR LEASE EXHIBIT RLR REVISION I 2 ISSUED FOR A 6/1/04 SEW AND COMMENT RLR 1 9 �� ISSUED FOR CONSTRUCTION RLR A 7/15/04 CONSTRUCTIOREISSUED FOR N JRP THE INFORMATION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - BUILD CONTRACTOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T WIRELESS SERVICES. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 3. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. 8. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 9. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 11. ALL EXISTING INACTIVE SEWER. WATER. GAS, ELECTRIC AND OTHER UTILITIES. WHICH INTERFERE WITH THE EXECUTION OF THE WORK. SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND /OR LOCAL UTILITIES. 12. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY. SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 13. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 14. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 15. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 16. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 17. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 18. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 19. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. SITE WORK GENERAL NOTES 01 -05 CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: UNIFORM BUILDING CODE (UBC), 1997 ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 1999, NATIONAL ELECTRICAL CODE LIGHTNING PROTECTION CODE: NFPA 780 - 2000, LIGHTNING PROTECTION CODE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 -F. STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "Cr AND "HIGH SYSTEM EXPOSURE ") TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS TELCORDIA GR -63 NETWORK EQUIPMENT- BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION TELCORDIA OR-347 CENTRAL OFFICE POWER WIRING TELCORDIA GR -1275 GENERAL INSTALLATION REQUIREMENTS TELCORDIA GR -15O3 COAXIAL CABLE CONNECTIONS FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT. THE SPECIFIC REQUIREMENT SHALL GOVERN. DISCLOSURE APPLICABLE BUILDING CODES 01 -04 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES SHALL BE TOUCHED UP. 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4 "0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 4. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. STRUCTURAL STEEL OTHER THAN THAT 01 -02 2. 3. 4. 5• 8 . 1. 6. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE ULABLE WATER OR SEWER SERVICE. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT &T TECHNICIANS. NO NOISE, SMOKE. DUST OR ODOR WILL RESULT FROM THIS PROPOSAL OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF SPECIFICATION NUMBER 24897- 011 - 3PS- A00Z- G0001. "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM /GPRS WIRELESS SITES," AND 24897 -011- 3PS- EGOD- GD001. "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING ". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 0. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY AT &T OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 1. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 2. SUBCONTRACTOR SHALL CALL UTILITIES NOTIFICATION CENTER WASHINGTON FOR UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1 -800- 424 -5555. 3. ALL SIGNS SHALL BE FURNISHED AND INSTALLED AT ALL AT &T WIRELESS SERVICES (AWS) SITES IN ACCORDANCE WITH SPECIFICATION 24897- 011 - 3PS- A000Z- 00006. 4. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. THIS SET OF DRAWINGS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSE. SUBCONTRACTOR IS TO CONFIRM AND CORRELATE ACTUAL FIELD CONDITIONS AND REQUIREMENTS WITH STANDARDIZED DETAILS SHOWN IN THIS SET PRIOR TO START OF WORK. GENERAL NOTES ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318. ACI 336, ASTM AIB4, ASTM A185 AND THE PROJECT SPECIFICATIONS. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 01 -01 CONCRETE, UNLESS 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, WHEN REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. Attachment A CONCRETE & REINFORCING STEEL 01 -03 WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM SN newt Annu, SeuM, Sull, 650 S4eMl,, WA. 96104 -2904 P5wn., (2061 342 -9000 1414 (206) 903 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 SHEET TITLE GOl GENERAL NOTES JOB # DRAWING # 24897 -612 A- STTLWASC09 -G01 REVISION I 2 THE INFORMATION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - BUILD CONTRACTOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T WIRELESS SERVICES. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 3. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. 8. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 9. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 11. ALL EXISTING INACTIVE SEWER. WATER. GAS, ELECTRIC AND OTHER UTILITIES. WHICH INTERFERE WITH THE EXECUTION OF THE WORK. SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND /OR LOCAL UTILITIES. 12. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY. SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 13. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 14. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 15. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 16. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 17. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 18. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 19. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. SITE WORK GENERAL NOTES 01 -05 CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: UNIFORM BUILDING CODE (UBC), 1997 ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 1999, NATIONAL ELECTRICAL CODE LIGHTNING PROTECTION CODE: NFPA 780 - 2000, LIGHTNING PROTECTION CODE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 -F. STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "Cr AND "HIGH SYSTEM EXPOSURE ") TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS TELCORDIA GR -63 NETWORK EQUIPMENT- BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION TELCORDIA OR-347 CENTRAL OFFICE POWER WIRING TELCORDIA GR -1275 GENERAL INSTALLATION REQUIREMENTS TELCORDIA GR -15O3 COAXIAL CABLE CONNECTIONS FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT. THE SPECIFIC REQUIREMENT SHALL GOVERN. DISCLOSURE APPLICABLE BUILDING CODES 01 -04 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES SHALL BE TOUCHED UP. 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4 "0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 4. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. STRUCTURAL STEEL OTHER THAN THAT 01 -02 2. 3. 4. 5• 8 . 1. 6. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE ULABLE WATER OR SEWER SERVICE. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT &T TECHNICIANS. NO NOISE, SMOKE. DUST OR ODOR WILL RESULT FROM THIS PROPOSAL OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF SPECIFICATION NUMBER 24897- 011 - 3PS- A00Z- G0001. "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM /GPRS WIRELESS SITES," AND 24897 -011- 3PS- EGOD- GD001. "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING ". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 0. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY AT &T OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 1. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 2. SUBCONTRACTOR SHALL CALL UTILITIES NOTIFICATION CENTER WASHINGTON FOR UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1 -800- 424 -5555. 3. ALL SIGNS SHALL BE FURNISHED AND INSTALLED AT ALL AT &T WIRELESS SERVICES (AWS) SITES IN ACCORDANCE WITH SPECIFICATION 24897- 011 - 3PS- A000Z- 00006. 4. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. THIS SET OF DRAWINGS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSE. SUBCONTRACTOR IS TO CONFIRM AND CORRELATE ACTUAL FIELD CONDITIONS AND REQUIREMENTS WITH STANDARDIZED DETAILS SHOWN IN THIS SET PRIOR TO START OF WORK. GENERAL NOTES ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318. ACI 336, ASTM AIB4, ASTM A185 AND THE PROJECT SPECIFICATIONS. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 01 -01 CONCRETE, UNLESS 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, WHEN REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. Attachment A CONCRETE & REINFORCING STEEL 01 -03 WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM SN newt Annu, SeuM, Sull, 650 S4eMl,, WA. 96104 -2904 P5wn., (2061 342 -9000 1414 (206) 903 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL DRAWING # 24897 ISSUED FOR A- S1TLWASC09 -G02 A 6/19,54 LEASE EXHIBIT RLR A . „,,,, ISSUED FOR REVIEW AND CDMANI RLR 1 6' ISSUED FOR CONSTRUCTION RLR 2 7/15/04 REISSUED CONSTRUCTION JRP 1. WIRING. RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MAXIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 3. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 4. EACH END OF EVERY POWER, GROUNDING, AND Ti CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA INSTALLATION REQUIREMENTS. 5. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, )1 INCH PLASTIC ELECTRICAL TAPE WITH IN PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA INSTALLATION REQUIREMENTS. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 7. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 9. POWER. CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR ( #14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR ( #6 AWG AND LARGER). 600 V, OIL RESISTANT THHN OR THWN -2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; USTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER CABLE. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI- CONDUCTOR. TYPE TC CABLE (I14 AWG AND LARGER). 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP - STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR APPROVED EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75 'C (90 'C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. ANSI /IEEE, AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT). OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 19. LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT (LIQUIDTIGHT FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. ANSI /IEEE, AND NEC. 22. WIREWAYS SHALL BE EPDXY- COATED (GRAY) AND INCLUDE A HINGED COVER. DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY- COATED SHEET STEEL SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY- COATED, OR NON- CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. ELECTRICAL INSTALLATION METHODS 01 -10 1 2• CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3 • 4• 5 • 6• 7• 8• 9 • 10. 12. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 13. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATION FOR FACILITY GROUNDING, USING FALL OF POTENTIAL METHOD. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (CADWELD) CONNECTIONS. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200 AMP, 1- PHASE. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC ( CADWELD). ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. ELECTRICAL NOTES 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION. SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. GROUNDING NOTES (WHERE APPLICABLE 01 -08 THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE- SPECIFIC (UL, LPI. OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION. RADIO, LIGHTNING PROTECTION. AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF- POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 5. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 7. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 8. SURFACES TO BE CONNECTED TO GROUND CONDUCTORS SHALL BE CLEANED TO A BRIGHT SURFACE AT ALL CONNECTIONS. 9. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION CONNECTORS WHICH ARE THEN BOLTED TO EQUIPMENT USING STAINLESS STEEL HARDWARE. INSTALLATION TORQUE SHALL BE PER MANUFACTURE'S REQUIREMENT. 10. ALL OUTDOOR METAL SUPPORT POSTS FOR ICE BRIDGE AND TRAY SHALL BE BONDED TO THE PROPOSED OR EXISTING (AS APPLICABLE) BURIED GROUND ELECTRODE SYSTEM WITH A SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER WIRE. 01 -09 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 I ) r - c, PACIFIC TELECOM 588 fl& 4,.nu. S.uth, SAHA 630 Sall., WA. 91104-2804 P1,w,., (206) 342 -9000 10., (206) 903 - 9513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 SHEET TITLE G02 GENERAL NOTES JOB # DRAWING # 24897 -612 A- S1TLWASC09 -G02 REVISION I 2 1. WIRING. RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MAXIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 3. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 4. EACH END OF EVERY POWER, GROUNDING, AND Ti CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA INSTALLATION REQUIREMENTS. 5. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, )1 INCH PLASTIC ELECTRICAL TAPE WITH IN PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA INSTALLATION REQUIREMENTS. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 7. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 9. POWER. CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR ( #14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR ( #6 AWG AND LARGER). 600 V, OIL RESISTANT THHN OR THWN -2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; USTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER CABLE. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI- CONDUCTOR. TYPE TC CABLE (I14 AWG AND LARGER). 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP - STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR APPROVED EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75 'C (90 'C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. ANSI /IEEE, AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT). OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 19. LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT (LIQUIDTIGHT FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL. ANSI /IEEE, AND NEC. 22. WIREWAYS SHALL BE EPDXY- COATED (GRAY) AND INCLUDE A HINGED COVER. DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY- COATED SHEET STEEL SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY- COATED, OR NON- CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. ELECTRICAL INSTALLATION METHODS 01 -10 1 2• CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3 • 4• 5 • 6• 7• 8• 9 • 10. 12. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 13. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATION FOR FACILITY GROUNDING, USING FALL OF POTENTIAL METHOD. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (CADWELD) CONNECTIONS. SERVICE TO EQUIPMENT CABINETS SHALL BE 120/240 VAC, 200 AMP, 1- PHASE. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC ( CADWELD). ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. ELECTRICAL NOTES 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION. SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. GROUNDING NOTES (WHERE APPLICABLE 01 -08 THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE- SPECIFIC (UL, LPI. OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION. RADIO, LIGHTNING PROTECTION. AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF- POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 5. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 7. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 8. SURFACES TO BE CONNECTED TO GROUND CONDUCTORS SHALL BE CLEANED TO A BRIGHT SURFACE AT ALL CONNECTIONS. 9. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION CONNECTORS WHICH ARE THEN BOLTED TO EQUIPMENT USING STAINLESS STEEL HARDWARE. INSTALLATION TORQUE SHALL BE PER MANUFACTURE'S REQUIREMENT. 10. ALL OUTDOOR METAL SUPPORT POSTS FOR ICE BRIDGE AND TRAY SHALL BE BONDED TO THE PROPOSED OR EXISTING (AS APPLICABLE) BURIED GROUND ELECTRODE SYSTEM WITH A SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER WIRE. 01 -09 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 I ) r - c, PACIFIC TELECOM 588 fl& 4,.nu. S.uth, SAHA 630 Sall., WA. 91104-2804 P1,w,., (206) 342 -9000 10., (206) 903 - 9513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL ISSUED FOR A 5 / LEASE EXHIBIT RLR A 6 1 / / ISSUED FOR REVIEW AND co," RLR ISSUED FOR 1 9 / 79 / 09 CONSTRUCTION RLR Q REISSUED 7 /15/01 CONSTRUCTIOFOR N JRP SHEET TITLE A01 SITE PLAN JOB # DRAWING # 24897 -612 A— STTLWASCO9 —A01 REVISION ' 2 PROPERTY LINE - 1320— EXISTING INDEX CONTOURS 1 318— EXISTING INTERMEDIATE CONTOURS — X — FENCE LINE — DAP — PROPOSED OVERHEAD POWER LINE — LOOT — PROPOSED UNDERGROUND TELEPHONE UNE — UGP — PROPOSED UNDERGROUND POWER UNE 44 SECTION REFERENCE ® DETAIL REFERENCE 4 0' ELEVATION REFERENCE LEGEND BEGINNING AT A POINT ON THE NORTHERLY MARGIN OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22. TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON, WHICH POINT IS 1641.75 FEET EASTERLY FROM THE NORTHWEST CORNER OF SAID SOUTH HALF OF SOUTHWEST QUARTER OF SECTION 22; THENCE SOUTH 499.50 FEET; THENCE WESTERLY PARALLEL TO THE NORTH LINE OF SAID SOUTH HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 22, A DISTANCE OF 392.5 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING WESTERLY PARALLEL TO THE NORTH LINE OF SAID SOUTH HALF. TO THE EASTERLY MARGIN OF OLD MILITARY ROAD; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN OF THE NORTH LINE OF SAID SOUTH HALF; THENCE EASTERLY ALONG SAID NORTH LINE TO A POINT WHICH IS 392.5 FEET WEST OF THE NORTHERLY PROLONGATION OF THE WEST LINE OF TRACT 119 SUNNYDALE GARDENS DIVISION NO. 1, ACCORDING TO PLAT RECORDED IN VOLUME 25 OF PLATS, PAGE 50 IN KING COUNTY. WASHINGTON; THENCE SOUTH 0'04'20" WEST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN SECONDARY STATE HIGHWAY NO. 1 —L AS ACQUIRED BY JUDGEMENT AND DECREE OF APPROPRIATION ENTERED JUNE 21, 1960, IN KING COUNTY SUPERIOR COURT CAUSE NO. 545600; EXCEPT PORTION CONVEYED TO KING COUNTY FOR COUNTY ROAD (OLD MIUTARY ROAD) BY DEED RECORDED UNDER RECORDING NO. 2644359. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LEGAL DESCRIPTION P PROPERTY LINE 160' A O 2 2 / Q. PROPERTY LINE 160' P Ro'' ° ; ' v 1NE 0 4CK PROPERTY LINE 173' 00 ±191' -8" 0 PARCEL NUMBER: 222304 -9091 /EXISTING ASH PALT PARKING LOT 7 J C / ct PROPERTY LINE 476' PROPOSED AWS 0 1Y -0 X 18' -0' °. LEASE AREA rn d 0 00 O `ao 0 0 00 G mO y, coo %$ 0 a, ` PROPOSED AWS PROJECT AREA PROPOSED AWS (3) SECTOR ANTENNA ARRAY WITH (4) ANTENNAS PER SECTOR MOUNTED TO AN EXISTNC 100' -0" A.C.L MONOPOLE EXISTING UTILITY DROP POLE EXISTING UTILITY POWER POLE EXISTING SEWER LINE EXISTING UNDERGROUND POWER CONDUIT EXISTING TREES AND SHRUBS (TYP.) NOTE: POWER AND TELCO TO BE PROVIDED BY T— MOBILE .0 SCALE: (24" X 36") 1 "- 50' —O" SCALE: (11" X 17") 1%000.-0" 10 0' SITE PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. LL.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA CA 95670 i Fs PACIFIC TELECOM 566 rent An,w. S U1t,. Su.e 630 S.ol0., WA. 66104 -2504 Men,: (206) 342 -9000 100. (2061 903 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL REVISION I 2 ISSUED FOR A 5/19/04 LEASE EXHIBIT RLR A 6/1/04 ISSUED FOR REVIEW 1.4D COMMENT RLR ISSUED FOR I 6 / / CONSTRUCTION RLR D 2 7/15/01 CONSTRUCTION JRP SHEET TITLE A02 ENLARGED SITE PLAN AND ELEVATION JOB # DRAWING # 24897 -612 A- STTLWASC09 -A02 REVISION I 2 644.4. EXISTING BOLLARDS TO BE REMOVED FROM PROPOSED LEASE AREA (TYP. OF 4) PROPOSED AWS AC SERVICE LATERALS + A +�X X - — X —X 0 -f� 4 x EXISTING 6' -6 X 12' -0" SLAB 4'-0" SWING PROPOSED AWS (2) x I , GATES o C -A \ Ci EXISTING ICEBRIDGE EXISTING 10' -6" X 15"-0" SLAB EXISTING EQUIPMENT X X CABINETS r EXISTING UNDERGROUND POWER CONDUIT UGP UGP UGP UGP UGH UGH UGP 1 UGP — UGP — UGP UGP — UGP — UGP UGP UGP - UGT UGT — UGT — UGT — UGT — UGT — UGT — UGT - SCALE: (24" X 361 1/8 -0• 8 ' 6' 4' 2' 0' B' SOUTH ELEVATION 2 sue: (2 X 16") 3/16 =1 -°• 6' 5' 4' 3' 2' 1' 0' 6' ENLARGED SITE PLAN SCALE: (11" X 17) 1/4 " -1' -0 3/19" i• n• THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES. INC. IS STRICTLY PROHIBITED. AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 I. PACIFIC TELECOM 955 ilm Aaau. S.u66, SM. 550 5.001., WA. 95104-2604 Phase: (206) 342 -9000 For, (206) 103 -1513 RIVERTON HEIGHTS SCO 15820 PACIFIC HIGHWAY SOUTH TUKWILA. WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL A 5/ ISSUED FOR LEASE EXHIBIT RLR A 6 1 4 / ISSUED REMEW AND COIUFOR YENT RLR ISSUED FOR 1 6/70/04 CONSTRUCTION RLR REISSUED 2 1/15/01 CONSTRUCTION JRP SHEET TITLE A03 EQUIPMENT PLAN AND DETAILS JOB # DRAWING # 24897 -612 A- STTLWASC09 -A03 REVISION I 2 r 1/4 F a CABLETRAY P1000 UNISTRUI' RAILS 12" L INSTALLATION NOTES' TYP. 2" -0" WAVE GUIDE SCALE: (24"X36"): NOT TO SCALE SCALE: (11"X17': NOT TO SCALE TYP. 0 0 NMI 4 IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII Yip • AA AAA A AA IIIIIIIIIIIIIIIIIIIIIIII 1. 111111111 10" TYP: 1. HEIGHT = 6' VERTICAL (TYPICAL) 2. ALL WORK SHALL CONFORM WITH THE PROJECT SPECIFICATIONS. 3 BARBFD WIRF: DOUBLE STRAND 12 -1/2 GAUGE TWISTED WIRE, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. 4. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. CHAINLINK FENCE SCALE: (24"X36 "): 1/4 " =1' -0" SCALE: (11 "X17 "): 1/8 " =1' -0" UNDISTURBED SOIL FENCE NOTES; P1000 UNISTRUT 06 -22 0 END OR CORNER POST, 2 1/2 "0 STD. PIPE 0 LINE POST, 2 "0 STD. PIPE 0 TENSION BAR, 1/4 "x3/4" ® 3/8" STEEL TRUSS ROD WITH TIGHTNER AT ALL CORNERS, ANCHOR ENDS & GATE POSTS. 0 1 1/4 "A STD. PIPE TOP RAIL 0 TENSION WIRE 6 GA. GALV. COIL SPRING STEEL WIRE. Q7 1/B "x3/4" STRETCHER BANDS ND 12" O.C. 0 GALV. BARBED WIRE 4 -POINT x NO. 12 GA. 0 EXTENSION EYE LOOP 10 NO. 9 GA. TIE WIRE 0 14" 01 2" MESH x NO. 9 GA. GALV. CHAIN LINK FABRIC. ® 1 1/4" STD. PIPE 0 CORNERS, ANCHORS, & ENDS. 12 -01 00 EXISTING TREES AND SHRUBS (TO REMAIN) v PROPOSED AWS 6 " - 0" CHAIN LINK RICE WITH (3) STRAND BARBED WIRE ■ W ro z W N 0 PROPOSED AWS BOLLARDS (TYP. OF 5) D O " V 001 % r, °p v aD° ..0 4 0 4 EXISTINO BOLLARDS TO BE REMOVED FROM PROPOSED AWS LEASE AREA (TYP. OF 3) EDGE OF EXISTING CURB 10 -0" SETBACK 0 t EXISTING POLE WITH LIGHT PROPOSED AWS TELCO BOX. COORDINATE WITH LOCAL L1TIUIY PRIOR TO CONSTRUCTION. I N NEC RESTRICTED AREA AND AREA TO REMAIN UNOBSTRUCTED 0 SCALE: (24" X 361 SCALE: (11" X 171 1/4 "`7' -0" 2 18" 1 6 0 2' EQUIPMENT PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. LLC. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 568 FM.1 Avenue 3..M, an. 650 swm., WA, s610, -1604 PM.: (106) 341 -6000 F..: (206) sot -s SU RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 NORTEL UMTS OUTDOOR DIMENSIONS CABINET HEIGHT x WIDTH x DEPTH OUTDOOR 51.18 "43.15"x27.56 "x27.56737.4" (1300mm x 1350mm x 700/950mm') NORTEL UMTS OUTDOOR WEIGHT & SLAB LOADING CABINET APPROX. MAX. WEIGHT MAX. SLAB LOADING OUTDOOR UMTS BTS (WORST CASE) 1,050 LBS (477 KG) 1,229 LBS /FT' (600 KG /M' ) NORTEL OUTDOOR MINIMUM CLEARANCES DIRECTION MINIMUM CLEARANCE CABINET REAR AND WALL 7 (200 mm) CABINET RIGHT /LEFT SIDE AND WALL 11.61" (300mm) ABOVE THE CABINET 11.81" (300mm) IN FRONT OF THE CABINET 51.18" 1300mm DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL A 5/19/01 ISSUED FOR LEASE EXHIBIT RLR A 6/1/04 ISSUED FOR REVIEW 490 COMMENT RLR 1 6�,n, .W ISSUED FOR CONSTRUCTION RLR 2 Q 7/I5/01 CONSTRUCTIOREISSUED FOR N JRP g r, Ammo A 1_2101 49.80" NOTE: 50 rI 1.61" 0.98" 2.44" A SPECIFIC ANCHOR KIT IS PROVIDED BY NORTEL WITH THE CABINET. 53.00' TOP VIEW FRONT CABINET SCALE: (24 "X36"): NOT TO SCALE SCALE: (11 "X17 "): NOT TO SCALE SCALE: (24 "X36 "): 1' = 1' -0" SCALE: (11 "X17 "): 1/2" = 1' -0" 0 N CABINETS INSTALLED ON THE FLOOR OR 014 AN I —BEAM STRUCTURE SHOULD BE ABLE TO SUPPORT THE CABINET WEIGHTS AND CONFORM TO THE SECURING HOLES SHOWN. UMTS MOUNTING PLINTH MOUNTING PLINTH — SSC 04 -54 04 -52 SSC CABINET SCALE: (24"X36"): NOT TO SCALE SCALE: (11"X17"): NOT TO SCCALE ESL HEIGHT: 77" DEPTH: 30" WIDTH: 52' MAXIMUM CABINET WEIGHT: 1,139 LBS. 04 -55 SSC CABINET AC SERVICE LATERAL STUB —UP POWER FLEX CONDUIT ELECTRICAL SERVICE METER TELCO CONDUIT STUB —UP UMTS CABINET SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17"): NOT TO SCALE 0 0 0 UTILITY STUB —UPS SCALE: (24'X36 "): NOT TO SCALE SCALE: (11'X17 "): NOT TO SCCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES. INC. IS STRICTLY PROHIBITED. O NOTE: ADJUST STUB —UP LOCATION(S) PER SITE CONDITIONS AS NECESSARY. COORDINATE WITH CONSTRUCTION MANAGER. 04 -49 04 -46 AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 555 15.1 Avenue SeuM, ax. 650 5.05%, WA. 66104 -2604 Mena: (206) 342 -6000 re.: (206) 503 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 SHEET TITLE A04 O o PLINTH OF SSC CABINET 8" EQUIPMENT DETAILS JOB # DRAWING # 24897 - 612 A STTLWASC09 - A04 REVISION I 2 g r, Ammo A 1_2101 49.80" NOTE: 50 rI 1.61" 0.98" 2.44" A SPECIFIC ANCHOR KIT IS PROVIDED BY NORTEL WITH THE CABINET. 53.00' TOP VIEW FRONT CABINET SCALE: (24 "X36"): NOT TO SCALE SCALE: (11 "X17 "): NOT TO SCALE SCALE: (24 "X36 "): 1' = 1' -0" SCALE: (11 "X17 "): 1/2" = 1' -0" 0 N CABINETS INSTALLED ON THE FLOOR OR 014 AN I —BEAM STRUCTURE SHOULD BE ABLE TO SUPPORT THE CABINET WEIGHTS AND CONFORM TO THE SECURING HOLES SHOWN. UMTS MOUNTING PLINTH MOUNTING PLINTH — SSC 04 -54 04 -52 SSC CABINET SCALE: (24"X36"): NOT TO SCALE SCALE: (11"X17"): NOT TO SCCALE ESL HEIGHT: 77" DEPTH: 30" WIDTH: 52' MAXIMUM CABINET WEIGHT: 1,139 LBS. 04 -55 SSC CABINET AC SERVICE LATERAL STUB —UP POWER FLEX CONDUIT ELECTRICAL SERVICE METER TELCO CONDUIT STUB —UP UMTS CABINET SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17"): NOT TO SCALE 0 0 0 UTILITY STUB —UPS SCALE: (24'X36 "): NOT TO SCALE SCALE: (11'X17 "): NOT TO SCCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES. INC. IS STRICTLY PROHIBITED. O NOTE: ADJUST STUB —UP LOCATION(S) PER SITE CONDITIONS AS NECESSARY. COORDINATE WITH CONSTRUCTION MANAGER. 04 -49 04 -46 AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 555 15.1 Avenue SeuM, ax. 650 5.05%, WA. 66104 -2604 Mena: (206) 342 -6000 re.: (206) 503 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 V-7" O o PLINTH OF SSC CABINET 8" 1 0 , -,Z o 4 0 0 0 0 4 , -4 . g r, Ammo A 1_2101 49.80" NOTE: 50 rI 1.61" 0.98" 2.44" A SPECIFIC ANCHOR KIT IS PROVIDED BY NORTEL WITH THE CABINET. 53.00' TOP VIEW FRONT CABINET SCALE: (24 "X36"): NOT TO SCALE SCALE: (11 "X17 "): NOT TO SCALE SCALE: (24 "X36 "): 1' = 1' -0" SCALE: (11 "X17 "): 1/2" = 1' -0" 0 N CABINETS INSTALLED ON THE FLOOR OR 014 AN I —BEAM STRUCTURE SHOULD BE ABLE TO SUPPORT THE CABINET WEIGHTS AND CONFORM TO THE SECURING HOLES SHOWN. UMTS MOUNTING PLINTH MOUNTING PLINTH — SSC 04 -54 04 -52 SSC CABINET SCALE: (24"X36"): NOT TO SCALE SCALE: (11"X17"): NOT TO SCCALE ESL HEIGHT: 77" DEPTH: 30" WIDTH: 52' MAXIMUM CABINET WEIGHT: 1,139 LBS. 04 -55 SSC CABINET AC SERVICE LATERAL STUB —UP POWER FLEX CONDUIT ELECTRICAL SERVICE METER TELCO CONDUIT STUB —UP UMTS CABINET SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17"): NOT TO SCALE 0 0 0 UTILITY STUB —UPS SCALE: (24'X36 "): NOT TO SCALE SCALE: (11'X17 "): NOT TO SCCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES. INC. IS STRICTLY PROHIBITED. O NOTE: ADJUST STUB —UP LOCATION(S) PER SITE CONDITIONS AS NECESSARY. COORDINATE WITH CONSTRUCTION MANAGER. 04 -49 04 -46 AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 555 15.1 Avenue SeuM, ax. 650 5.05%, WA. 66104 -2604 Mena: (206) 342 -6000 re.: (206) 503 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL ISSUED FOR A 5/19/04 LEASE EXHIBIT RLR A 6/1/04 ISSUED FOR REVIEW AND COMMENT RLR ISSUED FOR 1 655 CONSTRUCTION RLR O REISSUED FR 2 v 15 / 04 v 15 / 04 CONSTRUCTIO N JRP SHEET TITLE A05 CONSTRUCTION DETAILS JOB # DRAWING # 24897 -612 A- STTLWASC09 -A05 REVISION I 2 dirti IC/ TRI SECTOR MOUNT STRAIGHT STANDOFF MOUNT FOR SECTOR CROSS -ARM VALMONT /MICROFLECT 81820 OR APPROVED EQUAL STRAIGHT PIPE FOR ANTENNA MOUNTING VALMONT /MICROFLECT 81478 OR APPROVED EQUAL SECTOR CROSS -ARM FOR FOUR ANTENNA(S) VALMONT /MICROFLECT B1822 OR APPROVED EQUAL SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17 "):NOT TO SCALE VALMONT /MICROFLECT UNIVERSAL TRI - BRACKET MOUNT (OR APPROVED EQUAL) 82592 TRI - BRACKET FOR 12' TO 24" DA POLE B2593 TRI - BRACKET FOR 24' TO 36" DA POLE B2594 TRI - BRACKET FOR 36' TO 48" DIA POLE B2606 TRI - BRACKET FOR 48" TO 60" DA POLE MONOPOLE ANTENNA MOUNT TO MONOPOLE ANTENNA COLLAR MOUNT SCALE: (24"X36"): NOT TO SCALE SCALE: (11"X17"): NOT TO SCALE 03 -29 03 -28 O PLINTH OF CABINET 2 22" S • o• ▪ +• o ■ /„ 4" 24.4" PLINTH OF CABINET 1 29.6" n 10" 0 22" { 4" ••e MOUNTING PLINTH - NOKIA SCALE: (24'X36'): NOT TO SCALE SCALE: (11'X177: NOT TO SCALE DANGER KEEP- = OFF STTLWASC09 RIVERTON HEIGHTS FOR EMERGENCY ACCESS OR WHEN WORKING ON THIS SITE, CALL 1- 800 -832 -6662 FCC CALL SIGN KNLG548 SITE ID SIGNAGE SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17 "): NOT TO SCALE Cre o f N NOTES: -SIGN TO BE MADE OF 2 -MIL THICK, PREMIUM -GRADE CAST PVC WITH A PERMANENT ACRYLIC, PRESSURE - SENSITIVE ADHESIVE. -ALL SIGNS SHALL BE FURNISHED AND INSTALLED AT ALL AT &T WIRELESS SERVICES (AWS) SITES IN ACCORDANCE WITH SPECIFICATION 24897- 011- 000- 3PS -A002- 00013 -0. 04 -47 13 -01 NOKIA BTS CABINET SCALE: (24'X361: NOT TO SCALE SCALE: (11'X17"): NOT TO SCALE NOTICE Radio frequency fields beyond this point may exceed FCC general public exposure limit. Obey all posted signs and site guidelines for working in radio frequency environments. In accordance roillt Federal Communication, Commission rule, on radio frequency em,wions 47 CFR 1.1307(b). RF WARNING SIGN SCALE: (24"X36"): NOT TO SCALE SCALE: (11"X17"): NOT TO SCALE ULTRAS)TE BTS MANUFACTURER: NOKIA HEIGHT: 76.4" DEPTH: 29.5" WIDTH: 30.0" MAXIMUM CABINET WEIGHT (WITH UNITS): 845 LBS. 04 -53 13 -02 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. L.LC. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 I rs PACIFIC TELECOM 568 Fleet Avenue Swath. wits 650 S•.Xle, WA. 16104 -2604 P•00.1 (205) 342 -9000 roe: (206) 903 -8513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA. WA 98188 f 11" A AT &T , — AT&T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 SNAP –IN HANGERS (TYP) 7/8 "0 COAXIAL CABLE (TYP) BANDING, MICROFLECT PACIFIC TELECOM "`" "`" "` (205) s0] -5513 - �� ■� PRODUCT NO. 8t769 OR APPROVED EQUAL 0 0 ° ° v ` ° ° ���`` O %/ , \, ,�•� �\, •� , . o O ) ` ;t 0 TRESPASSING TO BATTER CABINET (OPTIONAL) 0 0 ❑ ❑ 0 0 ❑ ❑ 0 0 V I O LATO RS i1, /AID /��.L��II.II��. W ILL BE PROSECUTED THOMAS R. HOLLAND STATE OF WASHINGTON 0 0 0 0 0 0 0 0•. 0. 0 Q0o0 r)ao. 0 (DS' IUB PORT(S) 095— RF BULKHEADS ACC LE SEAL °;�� O 1 1 I i i ` O ' 'I ( O EXTERNAL ALARM 1" BLUE LETTERING (ARIAL FONT) 60 MIL. WHITE PLASTIC PORT(S) COAXIAL CABLE SUPPORT KIT MICROFLECT PRODUCT NO. B2424 OR APPROVED EQUAL UMTS CABINET BASE 05 -58 NO TRESPASSING SIGNAGE C 13 -1 C COAX CABLE SUPPORT BRACKET Ub —LJ SCALE: (24"X36 NOT TO SCALE SCALE: (11 NOT TO SCALE SCALE: (24"X36 NOT TO SCALE SCALE: (1 I"X17 "): NOT TO SCALE SCALE: (24'X36 NOT TO SCALE SCALE: (11 NOT TO SCALE CONCRETE CAP TELCO BOX, COORDINATE WITH LOCAL UTILITY PRIOR TO CONSTRUCTION. (SEE NOTE BELOW) COMPACTED CRUSHED STONE OR GRAVEL (OPTIONAL; DATE: $�19�04 4 "0 SCHEDULE 40 CARBON STEEL PIPE FILLED WITH CONCRETE OR GROUT AND PAINTED 0-1 I I —I 11 —III— �� DRAWN BY: RLR THICKNESS AS REO'O) YELLOW GRADE, PAVEMENT, OR FINISH CHECKED BY: SI — REVISIONS _ PIPE CAP (TYP) . CONCRETE SLAB (REFER TO PLAN FOR #4 REBAR ® 12 O.C. DIMENSIONS) EACH WAY ON Q OF SLAB REV. DATE DESCRIPTION INITIAL co 5 u NOI1tl lf101JNO3 ONI1NOOV1 il3d ' I I I P1000 UNISTRUT – GALV. TYP ( ) UNISTRUT PIPE /CONDUIT CLAMP P1119 OR P2558 -35 (GALV.) (TYP). FOLLOW MANUFACTURERS RECOMMENDATIONS FOR A 5/19/01 ISSUED FOR LEASE EXHIBIT RLR GRADE \ 1" CHAMFER (TYP) L Q A 6/1/04 ISSUED FOR REVIEW AND COMMENT RLR _ O 1 I III — III — I — III- 1 I 1-111- - I —I 1 I-1 �— BOLT TORQUE SUPPORT POST P7001 A UNISTRUT .: 1 61 ISSUED I CONSTRUCTION RLR ,•. Q 1/15/01 REISSUED FOR CONSTRUCTION URP 3 SCH 40 PIPE (GALV). OR 3 "0 RGS CONDUIT (GALV) (TYP) 6" X 6" X 1/2" STEEL PLATE CONCRETE SLAB - • � .. / *1 '�' � ".. / �• 4Mt �: ' ` FINAL GRADE 25 SLOPE - AWAY FROM CONCRETE SL /� • /\ ��� / /' NOTE; TELCO BOX (IF REQUIRED), TO BE 30 "X30 "X12" NEMA 3R WITH 1/2" PLYWOOD BACKBOARD (TELTREND OR APPROVED EQUAL) WITH #6 GROUND. RIVERTON HEIGHTS SC0 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 CONCRETE - 10• MIN. NOTFS' –FOR CONCRETE NOTES REFER TO SHEET 001 – GRAVEL SHALL BE NATURAL OR CRUSHED STONE WITH 100 PERCENT PASSING 1 INCH SIEVE. – EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE & PLACE CRUSHED STONE AS REQUIRED NOTES. – A LINE OF BOLLARDS SPACED AT 5' -0" O.C. USED TO PROTECT A LARGE AREA OR OBJECT. – A SMALL. ISOLATED, SINGLE OBJECT REQUIRES FOUR POSTS, EQUALLY SPACED AROUND PROTECTED OBJECT. SHEET TITLE A 0 ( H \ CONSTRUCTION DETAILS BOLLARD — TYPICAL UTILITY FRAME CONCRETE EQUIPMENT PAD JOB # DRAWING # SCALE: (24"X36 "): NOT TO SCALE SCALE: (11"X17"): NOT TO SCALE 13 -04 SCALE: (24 "X36 "): 1 " =1' - SCALE: (11"X17 "): 1/2 " =1' -0" 04 —01 SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11"X17"): NOT TO SCALE 1 1 -04 24697 -612 A– STTLWASCO9 –AO5 REVISION I 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES. INC. IS STRICTLY PROHIBITED. f DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL A 5 / 19/01 ISSUED FOR LEASE EXHIBIT RLR A 6 1 M / / ISSUED FOR REVIEW AND COMMENT RLR ISSUED FOR 1 6/30/01 CONSTRUCTION RLR 2 7/15A1 OR CONSTRUCTION REISSUED F JRF SHEET TITLE RF01 RF INFORMATION AND DETAILS JOB # DRAWING # 24897 -612 A- STTLWASC09 -RF01 REVISION I 2 NOTES; 1. ALL MATERIALS ON THE ABOVE TABLE SHALL BE PROVIDED BY THE CONTRACTOR TO THE SUBCONTRACTOR FOR INSTALLATION. 2. THE SUBCONTRACTOR SHALL NOT EXCEED THE CABLE LENGTHS SHOWN ON THE DRAWING WITHOUT RF ENGINEERING APPROVAL 3. CABLE LENGTHS LISTED ARE APPROXIMATE AND ARF NOT INTENDED TO BE USED FOR FARRICATION. SUBCONTRACTOR SHALL AS -BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL NUMBERS ON RED -UNED DRAWINGS. 4. ANTENNAS SHALL BE PROCURED AND INSTALLED WITH DOWNTILT BRACKETS AND HEAVY DUTY CLAMPS SUPPLIED BY ANTENNA MANUFACTURER. 5. THE BOTTOM JUMPER SHALL BE SUPPLIED AND INSTALLED BY THE BTS EQUIPMENT MANUFACTURER. 6. COLOR CODE ALL MAIN CABLES AT THREE LOCATIONS: NEAR ANTENNA(S) BOTTOM OF MONOPOLE NEAR EQUIPMENT FOR COLOR CODING, REFER TO ANTENNA SECTOR AND CABLE DEFINITIONS: 01- 03/RF03 7. ANDREW COAX GROUND KITS, ANDREW COAX WEATHER PROOFING, ANDREW SNAP -IN HANGER CLAMPS, AND ANDREW HOISTING GRIPS SHALL BE PROVIDED BY THE CONTRACTOR TO THE SUBCONTRACTOR FOR INSTALLATION. GSM 1900 PORTS ce \ N X X IN CO TO TYPE IN w FEMALE CONNECTOR (ANTENNA) MHA (2) PER 12 ANTENNA (TYP) Art NI/ FUTURE GPS ANTENNA N TYPE FEMALE CONNECTOR ¢1lth MAIN COAXIAL CABLE GROUNDING KIT A s h © o 111": �► IpII Ili Al I II O ' (AT O ICE BAR BRIDGE) SEE DETAIL 1 07 ADDITIONAL GROUND IS REQUIRED IF II GPS IS NOT LOCATED NEAR BTS EQUIPMENT GROUND BAR (NEAR ANTENNAS) SEE DETAIL l GPS, POSSIBLE FUTURE —00 00 00 :0 i i I11\ T T �� M M X GSM 1900 UMTS 1900 PORTS r N M M X X r U MTS 1900 GSM 850 PORTS � N X X DD X `r X GSM 850 TDMA PORTS cc N WC X M M X TD MA GROUND BAR (BOTTOM OF TOWER) SEE DETAIL A sh A SECTOR A AZIMUTH 115' SECTOR 8 AZIMUTH 225' ALLGON 7721.OD_3EDT ALLGON 7721.00_3EDT 0' 3' 0' 3' SECTOR C AZIMUTH 355' ALLGON 7721.00_3EDT 0' 3' ITEM NO. 1 2 3 4 5 5A 6 7 8 9 10 11 12 ITEM DESCRIPTION ANTENNA (SEE NOTE 3 & 4) AS -BUILT SERIAL y/ MECHANICAL DOWNTILT ELECTRICAL DOWNTILT ANTENNA (SEE NOTE 3 & 4) AS -BUILT SERIAL # MECHANICAL DOWNTILT ELECTRICA 6IW IL, A TENNA (SEE NOTE 3 & 4) AS -BUILT SERIAL # MECHANICAL DOWNTILT ELECTRICAL DOWNTILT ANTENNA (SEE NOTE 3 & 4) S RIAL # MECHANICAL 09 ^N ELECTRICAL DOWNTILT ANTENNA JUMPER (ANDREWS) (LENGTH) ATTACHED MALE DIN CONNECTOR (ANDREW) MAIN COAX (LENGTH) (ANDREW) UNATTACHED FEMALE DIN CONNECTOR (ANDREW) BTS JUMPER (ANDREW) COAX SURGE ARRESTOR (ANDREW) FUTURE CPS ANTENNA FUTURE GPS UNATTACHED- CONNECTOR FUTURE GPS COAX (ANDREW) SYS. GSM 1900 UMTS 1900 GSM 850 0' 3' vwv KATHREIN 739684 0' KATHREIN 739684 0' 3' v v -v KATHREIN 739684 TDMA ALL ALL ALL ALL ALL ALLGON 7721 UXM- 1710- 2170 -65 1 Bi -A ALLGON 7721 UXM- 1710 - 2170 -65 18i -A ALLGON 7721 UXM- 1710- 2170 -65 18i-A 0' 0' 0' 0' 0' 0' L4A- PDMDM -6 -USA (6 FEET) INCLUDED W /ITEM #4 7/B'0 (4x 130') LDF5 -50A (2) L5PDF -RPC L4A- PDMDM -10 (10 FEET) N/A L4A- PDMDM- 6- USA.4A- PDMDM -6- USA -4A- PDMDM- 6- USAL4A- PDMDM -6 -USA (6 FEET) (6 FEET) (6 FEET) (6 FEET) INCLUDED W /ITEM 14 INCLUDED W /ITEM #4 7/8'0 (4x 130') 7/8'0 (4x 13D') LDF5 -50A LDF5 -50A (2) L5PDF -RPC (2) L5PDF -RPC L4A- PDMDM -10 L4A- PDMDM -10 (10 FEET) (10 FEET) N/A N/A INCLUDED W /ITEM #4 INCLUDED W /ITEM #4 7/8'0 (4x 130') 7/8'0 (4x 130') LDF5 -50A LDF5 -50A (2) L5PDF -RPC (2) L5PDF -RPC L4A- PDMDM -10 L4A- PDMDM -10 (10 FEET) (10 FEET) N/A N/A MATSUSHITA VIC 100 L4PNM -RC 1/2'0 LDF4 -50A ANTENNA MOUNTING NOTES: PIPE (TYP) 1. MHA IS A WEATHERPROOFED ENCLOSURE RATED TO IP65. 2. BOND MHA GROUND STUD TO GROUND BAR WITH 5 AWG GROUND WIRE. 3. PROVIDE SUFFICIENT LENGTH OF JUMPER TO ALLOW FOR PROPER APPLICATION OF WEATHER PROOFING AT ANTENNA AND MHA CONNECTIONS. 4. IF POSSIBLE, MHA SHALL BE MOUNTED BEHIND ANTENNA TO MINIMIZE WIND LOADING ON STRUCTURE. 5. MHA SHALL BE MOUNTED VERTICALLY WITH WEEP HOLE FACING DOWN. GROUND WIRE TO ANTENNA GROUND BAR (SEE NOTE 2) METAL STRAP FURNISHED WITH MHA ANTENNA MOUNTING PIPE (TYP) MHA (TYPICAL) SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17 "):NOT TO SCALE L4A- PDMDM -6 -USA (6 FEET) INCLUDED W /ITEM #4 7/8'0 (44 130') LDF5 -50A (2) L5PDF -RPC L4A- PDMDM -10 (10 FEET) N/A TOTAL QUANTITY SUPPLIED BY (SEE NOTE 1) 3 CONTRACTOR 3 CONTRACTOR 3 CONTRACTOR 3 CONTRACTOR 24 C CONTRACTOR 3120 C FT CONTRACTOR 48 CONTRACTOR 24 1 (FUTURE) TBD 2 (FUTURE) TBD 20 FT (FUTURE) TBD 420B THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 566 CIAO Awn.. South. SUP. ISO S..01.. W6. 88104 -2601 Plan.: (206) 342 -8000 0..: (206) 903.1 13 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS MANUFACTURER & PARTA: MATSUSHITA VIC -100 DIAMETER: 3.5" (90 MM) HIEGHT: 3.8" (98.4 WEIGHT: 10.58 OZ (300 300 6) MOUNTING METHOD: POLE FOR 1.0- 14UNS -2A CONNECTORS: N, TNC COLOR: WHITE DATE VALMONT MICROFLECT UNIVERSAL PIPE • CPS ANTENNA v ADAPTER KR PART #'81534 EXISTING ICE BRIDGE POST (OR SIMILAR) El-r MUST BLOCKAGES ll. ■ HAVE MUST 1 1/4" NOMINAL DIAMETER (1.66" ACTUAL O.D.) X 2 -0" MAX SCHEDULE 40 GALVANIZED STEEL MOUNTING PIPE SEE NOTE 4 COAX CABLE CLEAR VIEW OF SOUTHERN SKY EXCEEDING 259. OF THE AROUND THE GPS ANTENNA. RE ABLE TO RECEIVE CLEAR A S/19/D1 RADOME HOUSING (DIE -CAST ALUMINUM AND PAINTING) E E ti M1 a m MEMO 1. LOCATION OF ANTENNA AND CANNOT HAVE ANY SURFACE AREA OF A HEMISPHERE 2. ALL GPS ANTENNA LOCATIONS '1 h O E E N �� ISSUED FOR ma N N m 6/36/1 CONSTRUCTION n 1 `+ ' \ E E ,r) ) O 2 05/04 CONSTRUCTION JRP CONNECTOR (N TYPE) SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS. 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED. GROUND WITH $2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO GROUND RING. 1 , MOUNT 2.98" 75.7mm E911 GPS ANTENNA (FUTURE) 07 -01 GPS ANTENNA PIPE MOUNT 07 -05 SCALE: (24"X36"): NOT TO SCALE SCALE: (11"X17"): NOT TO SCALE SCALE: (24 "X367: NOT TO SCALE SCALE: (11 "X17 "):NOT TO SCALE N N _ A 4.57" 3.7" �] I 11 DOWNTILT BRACKET ANTENNA J � e _ DOWNTILT BRACKET ANTENNA PIPE MOUNT 12-6" (TYP.) 4 GSM 1900 ANTENNA (TYP. EA. SECTOR) v � ' PIPE MOUNT MHA il STANDOFF ANTENNA I I MHA MOUNT • o v UMTS ANTENNA '® O`i O\� (TYP. EA. SECTOR) 1110/ 042 Se 0 0..0 `ti y ��'NUH 'q P^\ 5 AIM COAX JUPER FROM ANTENNA TO MAIN COAX CABLE COAX JUMPER FROM ANTENNA TO MAIN COAX CABLE GSM 850 ANTENNA v ' (TYP. EA. SECTOR) v MANUFACTURER: KATHREIN PART #: 739 684 LENGTH: 51.02" (1296 MM) WIDTH: 10.31' (262 MM) DEPTH: 4.57" (116 MM) CONNECTOR: 2x7/16" DIN BOTTOM SURVIVAL WIND SPEED: 124 MPH (200 KM /H) MANUFACTURER: ALLGON PART #: 7721.00 LENGTH: 51" (1297 MM) WIDTH: 6.6" (167 MM) DEPTH: 3.5" (89.5 MM) CONNECTOR: 7/16" DIN BOTTOM AND TOP MOUNTS SURVIVAL WIND SPEED: 156 MPH (70 M /S) TDMA ANTENNA (TYP. EA. SECTOR) v ANTENNA LAYOUT 03 -27 ANTENNA SPECIFICATIONS ANTENNA SPECIFICATIONS SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17 "):NOT TO SCALE SCALE: (24'X36 "): NOT TO SCALE SCALE: (11 "X17 "): NOT TO SCALE 5 OS -25 SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11"X17"): NOT TO SCALE 03 -24 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL ISSUED FOR A S/19/D1 LEASE EXHIBIT R LR A 6/1/04 ISSUED FOR REVIEW AND COMMEN1 RLR ISSUED FOR 1 6/36/1 CONSTRUCTION RLR REISSUED FOR 2 05/04 CONSTRUCTION JRP SHEET TITLE ftF02 RF DETAILS JOB # DRAWING # 24897 - 612 A STTLWASC09 - RFO2 REVISION I 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 566 fh1 Menu. 56001. Sun. 630 S.aM., WA. 06104-2804 Phan. (206) 342 -6000 1.0: (205) 903 -8513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 RF CABLE MINIMUM BEND RADIUS ANDREW HELM CABLE MODEL NUMBER COAXIAL CABLE NOMINAL SIZE COAXIAL CABLE MINIMUM BEND RADIUS FSJ1 -50A 1/4' (0.25') 1" (25 mm) EFX2 -50 3/8" (0.375') 1.75" (45 mm) FSJ2 -50 3/8" (0.3751 1" (25 mm) FSJ4 -508 & FSJ4RN -508 1/2' (0.5') 1.25" (32 mm) LDF4 -50A & LDF4RN -50A 1/2' (0.5') 5" (127 mm) LDFS -50A & LDFSRN -50A 7/8' (0.875') 10" (254 mm) VXL5 -50 7/8" (0.8751 5' (127 mm) LDF6 -50 & LDF6RN -50 1 1/4" (1.25 ") 15' (381 mm) LDF7 -50A & LDF7RN -50A 1 5/8' (1.625') 20" (508 mm) VXL7 -50 1 5/8" (1.625 ") 15" (381 mm) LDF12 -50 2 1/4" (2.25') 24" (610 mm) COMMSCOPE CABLE MODEL NUMBER COAXIAL CABLE NOMINAL SIZE COAXIAL CABLE MINIMUM BEND RADIUS FXL 540 1/2' (0.5 ") 2" (51 mm) SFX 500 1/2' (0.5 ") 1.25' (32 mm) CR 50 540 1/2" (0.5 ") 4" (102 mm) CR 50 1070 7/8" (0.875 ") 8" (203 mm) CR 50 1873 1 5 /8" (1.625') 15" (381 mm) RFS CABLE MODEL NUMBER COAXIAL CABLE NOMINAL SIZE COAXIAL CABLE MINIMUM BEND RADIUS 811028 -001 811028 -F01 811028 -003 811028 -F03 1/4" (0.25 ") 1' (25 mm) 810917 -001 810917 -F01 810917 -003 810917 -103 3/8" (0.375") 2" (51 mm) 810918 -001 810918 -101 810918 -003 .810918 -103 810918 -083 810918 -183 1/2" (0.57 3" (76 mm) 811026 -001 811026 -101 811026 -003 811026 -103 811026 -083 811026 -F83 1/2" (0.57 1 3" (33 mm) 810921 -001 810921 -F01 810921 -003 810921 -103 810921 -083 810921 -183 7/8" (0.8751 ") 0 5" (127 mm) 810916 -001 810916 -F01 810916 -003 810916 -103 810916 -083 810916 -183 1 1/4" (1.251 8" (203 mm) 810920 -001 810920 -F01 810920 -003 810920 -103 810920 -083 810920 -183 1 5 /8" 1 (1.625') ') 8' (203 mm) 811046 -001 811046 -101 811046 -003 811046 -103 811046 -083 811046 -183 2 1/4" (2.25 ") 9.5" (241 mm) MANUFACTURERS RECOMMENDED TORQUE VENDOR CONNECTOR (DIN) CONNECTOR (N) CONNECTOR (SMA) ANDREW 220 -265 IN -LB 15 -20 IN -LB 8 IN -LB HUBER +SUHNER 220 -265 IN -LB 6 -10 IN -LB 7.1 -9.7 IN -LB COMMSCOPE 220 IN -LB 15 IN -LB NA CABLE MARKING COLOR CONVENTION TABLE SECTOR ALPHA, A, X CABLE Al CABLE A2 CABLE A3 CABLE A4 CABLE A5 CABLE AS ONE RED TWO RED THREE RED FOUR RED FIVE RED SIX RED SECTOR B BETA, B. Y CABLE B1 CABLE B2 CABLE B3 CABLE B4 CABLE B5 CABLE B6 ONE BLUE TWO BLUE THREE BLUE FOUR BLUE FIVE BLUE SIX BLUE SECTOR GAMMA, C, Z CABLE C1 CABLE C2 CABLE C3 CABLE C4 CABLE C5 CABLE CS ONE GREEN TWO GREEN THREE GREEN FOUR GREEN FIVE GREEN SIX GREEN SECTOR DELTA, D, W CABLE D1 CABLE D2 CABLE D3 CABLE D4 CABLE 05 CABLE D6 ONE YELLOW TWO YELLOW THREE YELLOW FOUR YELLOW FIVE YELLOW SIX YELLOW DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL END OF THE MAIN COAX RUN WHERE THE COAXIAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED. 2. ISSUED FOR X A 5/19/64 LEASE EXHIBIT RLR END OF JUMPER AT BTS CABINET ISSUED FOR A 6/1/04 REVIEW AND COMMENT RLR ISSUED FOR 1 6 /5D/OI CONSTRUCTION RLR REISSUED FOR 'IIS/01 CONSTRUCTION JRP CABLE MARKING LOCATIONS NO. TAPE TAG LOCATIONS 1 X REVISION I 2 END OF THE MAIN COAX RUN WHERE THE COAXIAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED. 2. X X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. 3. X END OF JUMPER AT BTS CABINET SHEET TITLE RF03 RF NOTES JOB # DRAWING # 24897 -612 A- STTLWASC09 -RFO3 REVISION I 2 1. QUANTITIES SHOWN IN ( ) ARE TOTAL QUANTITY. 2. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR. 3. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. 4. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. 5 ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS - OCCUPIED, INDOORS - UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED. LISTED, OR LABELED AS REQUIRED BY THE NEC. 6. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE MONOPOLES OR LATTACE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. 7. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA CABLE RUNS. SEE SITE PLAN FOR DETAILS. 8. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT. 9. ALL FEEDER LINE AND JUMPER CONNECTORS FOR GSM SHALL BE AWS APPROVED 7/16 DIN CABLE CONNECTORS THAT MEET IP68 STANDARDS. 10. WHEN MODIFYING EXISTING TDMA COAXIAL CABLES FOR GSM USE, REMOVE ALL EXISTING N TYPE CONNECTORS WHERE FEASIBLE AND REPLACE WITH NEW 7/16 DIN CONNECTORS. 11. MINIMUM CABLE BENDING RADIUS SHALL BE ADHERED TO IN ACCORDANCE WITH SECTION 6.0 OF DESIGN CRITERIA (DOCUMENT NO. 24623- 033 -3DR -GET- 00001). 12. ALL 7/16 DIN CONNECTORS SHALL BE IP68 RATED. ALL OUTDOOR CONNECTORS AND ALL COAXIAL CABLE SHIELDING GROUND POINTS SHALL BE WEATHERPROOFED IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: START WITH ANDREW WEATHERPROOFING KIT TYPE 221213. START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR. THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A FINAL LAYER OF ANDREWS TAPE. 13. MHA's/TMA's SHALL NOT BE PAINTED. 14. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, TO MATCH EXISTING ANTENNAS IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE PREPARATION AND PAINTING REQUIREMENTS. ALLGON ANTENNAS SHALL USE ALLGON SYSTEM AB; ALLGON DOCUMENT NUMBER 990323 /LL KATHREIN TECHNICAL BULLETIN #119 OCT. 99. 15. CABLE SHIELDS. AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER, WITHIN 10 FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 150 FEET AND 300 FEET HIGH, AND AT INTERVALS OF 150 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 300 FEET. THEY SHALL BE ALSO GROUNDED AT THE WAVEGUIDE ENTRANCE TO THE FACILITY. 16. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE TOWER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. 17. ALL RADIO SIGNAL CABLE SHALL BE LABELED WITH COLOR -CODED ELECTRICAL TAPE (3M SCOTCH 35. 7 MILS MICK, )4 INCH WIDE, VINYL ELECTRICAL TAPE, OR CONTRACTOR APPROVED EQUAL) AND BRASS OR STAINLESS STEEL IDENTIFICATION TAGS AS SPECIFIED IN DETAIL 01 -03 (THIS SHEET). 18. RECOMMENDED SURGE ARRESTORS THAT CAN BE USED WITH THE BTS EQUIPMENT: ANDREW: 7/16 DIN M/F WIDEBAND 1/4 WAVE, GAS TUBE WITH DC BYPASS HUBER +SUHNER: 7/16 DIN M/F WIDEBAND 1/4 WAVE, GAS TUBE WITH DC BYPASS 19. DUPLEXERS AND /OR DIPLEXERS AND MOUNTING HARDWARE (J CLAMPS) WHERE REQUIRED SHALL BE SUPPLIED BY CONTRACTOR AND INSTALLED BY THE SUBCONTRACTOR. 21. 20. MHA/TMA'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED BY CONTRACTOR (WHERE REQUIRED) AND INSTALLED BY THE SUBCONTRACTOR. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE WITH THE REQUIREMENTS OF AWS DOCUMENT NO. WNS -0284 (LATEST REVISION). CONTRACTOR WILL NOT ACCEPT A RADIO SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS. RF NOTES 01 -04 NOTE: GAMMA. C. OR Z RF CABLES C2 THRU C6 AS REO'D Al C1 BETA, B. OR Y RF CABLES B2 THRU B6 AS REO'D ALPHA, A. OR X RF CABLES A2 THRU AS AS REO'D B1 1141E: SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SPECIFIC SITE TO DETERMINE THE SECTOR ORIENTATION. ANTENNA SECTOR AND CABLE DEFINITION 1. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE" (EXAMPLE SECTOR ALPHA, CABLE A3 WOULD BE THREE RED BANDS). 2. THE STANDARD CABLE MARKING TAPE IS BASED ON THE '4 NEMA" COLORED TAPES - RED, BLUE, GREEN AND YELLOW. 3. WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE IMPLEMENTED AT THE SITE REGARDLESS OF TECHNOLOGY. LINE TAG TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED WITH THE SECTOR, CABLE NUMBER, AND "ATTWS" TO IDENTIFY AT &T WIRELESS CABLES. THE ID MARKING LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE ". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. PEFERREO TAG LABELING SHOULD BE AS SHOWN ABOVE "TDMA I INE TAG" AND "GSM I INF TAQ ". CABLE MARKING TAGS ANTENNA SECTOR & CABLE DEFINITIONS 01 -03 RF CABLE MINIMUM BEND RADIUS AND MANUFACTURERS RECOMMENDED CONNECTOR TORQUE TABLES TYPICAL BEND RADIUS TABLE 01 -02 SECTOR ANTENNA (TYP) COAX (TYP) SURGE ARRESTOR (TYP) JUMPER CABLE (TYP) RF COUPLERS (TYP - IF APPLICABLE) - MALE (TYP) FEMALE (TYP) BTS EQUIPMENT CABLE MARKING LOCATIONS DIAGRAM ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING DIAGRAM 01 -01 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT&T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM MB fit A,.n,. S.uh, sun. ISO S..nM. WA. 9810 -2904 Mon.: (201) 342 -9000 r.: (206) 103 -1513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA. WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL A 5 1 A , 8 ro ISSU FOR LEASE EXHIBIT RLR A fi /I/04 ISSUED FOR RLVILW AND Dom, RLR 1 fi po/a FR CONSTR UCTION O RLR 2 1/15/04 D CONSTRUCTION JRP 1 "0 CONDUIT ALONG SLAB FOR POWER TO WITS CABINET. TRANSITION TO UQUIDTIGHT VI CONDUIT FOR CABINET NOTE: POWER AND TELCO TO BE PROVIDED BY T- ►NOBLE. PROPOSED AWS AC SERVICE LATERAL CONDUIT STUB -UP PROPOSED AWS TELCO BOX. COORDINATE WITH x LOCAL UTIUIY PRIOR TO CONSTRUCTION. _ EXISTING ASPHALT PARKING LOT - SCALE: (24" X 36') 3/32 " -1' -0' SCALD (11" X 17') 1/16'1' -0" 12 9' 6' 3' 0' PROPOSED AWS UNDERGROUND POWER CONDUIT ±110' PROPOSED AWS UNDERGROUND TELCO CONDUIT ±121' EXISTING UNDERGROUND POWER CONDUIT EXISTING UNDERGROUND POWER CONDUIT EXISTING UTILITY DROP POLE EXISTING UTILITY POWER POLE ELECTRICAL SITE PLAN SCALE: (24' X 36 ") 3/8 " =1' -0" SCALE: (11' X 17 ") 3/16 " ..1' -O" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. UTILITY ROUTING AT &T AT&T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 566 M9 Annu. 54■11, Sul:• 660 5.001., 06. 96/00-2604 96.0.: (2061 392 -9000 P.O (2061 903 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 SHEET TITLE E01 ELECTRICAL SITE PLAN JOB # DRAWING # 24897 -612 A- STTLWASC09 -E01 REVISION I 2 1 "0 CONDUIT ALONG SLAB FOR POWER TO WITS CABINET. TRANSITION TO UQUIDTIGHT VI CONDUIT FOR CABINET NOTE: POWER AND TELCO TO BE PROVIDED BY T- ►NOBLE. PROPOSED AWS AC SERVICE LATERAL CONDUIT STUB -UP PROPOSED AWS TELCO BOX. COORDINATE WITH x LOCAL UTIUIY PRIOR TO CONSTRUCTION. _ EXISTING ASPHALT PARKING LOT - SCALE: (24" X 36') 3/32 " -1' -0' SCALD (11" X 17') 1/16'1' -0" 12 9' 6' 3' 0' PROPOSED AWS UNDERGROUND POWER CONDUIT ±110' PROPOSED AWS UNDERGROUND TELCO CONDUIT ±121' EXISTING UNDERGROUND POWER CONDUIT EXISTING UNDERGROUND POWER CONDUIT EXISTING UTILITY DROP POLE EXISTING UTILITY POWER POLE ELECTRICAL SITE PLAN SCALE: (24' X 36 ") 3/8 " =1' -0" SCALE: (11' X 17 ") 3/16 " ..1' -O" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. UTILITY ROUTING AT &T AT&T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 566 M9 Annu. 54■11, Sul:• 660 5.001., 06. 96/00-2604 96.0.: (2061 392 -9000 P.O (2061 903 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL REVISION I 2 ISSUED FOR A 5/19/04 LEASE EXHIBIT RLR A 6104 ISSUED FOR RENEW AND COMMENT RLR ISSUED FOR 1 6/30/04 CONSTRUCTION RLR L` 1/15/DI REISSUED CONSTRUCTIOFOR N J RP SHEET TITLE E02 SCHEMATIC GROUNDING PLAN AND DETAILS JOB # DRAWING # 24897 - 612 A STTLWASCO9 - E02 REVISION I 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T GROUND ROD WITH ACCESS e CHEMICAL GROUND ROD GROUND ROD DISCONNECT SWITCH METER CIRCUIT BREAKER • CADWELD TYPE CONNECTION COMPRESSION TYPE CONNECTION GROUNDING WIRE AtEll ELECTRICAL SYMBOLS f REPRESENTS DETAIL NUMBER --4.— REFERENCE SHEET NUMBER ABBREVIATIONS AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE DWG DRAWING EMT ELECTRICAL METALLIC TUBING GEN GENERATOR IGR INTERIOR GROUND RING (HALO) IMC INTERMEDIATE METALLIC CONDUIT MGB MASTER GROUND BAR PCS PERSONAL COMMUNICATION SYSTEM PTS POWER TRANSFER SWITCH PVC RIGID (SCH. 40) POLYVINYL CHLORIDE CONDUIT RGS RIGID GALVANIZED STEEL RWY RACEWAY TYP TYPICAL ELECTRICAL LEGEND 0 1/0 AWG (50mm TINNED BCW SEE NOTE 11 ON E05 GROUND RING a •e 00 FUTURE GPS GROUND TO ANTENNA. FIELD VERIFY EXACT ROUTE (TYP. 2 PLACES) GROUND EACH POST (TYP.) TEST WELL (TYP.) CAD WELD (TYP.) x O 0 „ X x x O O x x TIE INTO EXISTING GROUNDING SYSTEM. FIELD VERIFY EXACT ROUTE. \ + r + ,_ A. x X — x 0 BUSS BAR AT BOTTOM OF MONOPOLE BUSS BAR AT ANTENNA LEVEL (GROUND COAX TO BUSS BAR) SCALE: (24` 5 361 NOT TO SCALE QI SCALE: (11' X 17') NOT TO SCALE SCHEMATIC GROUNDING PLAN o Ve P. WIRELESS SERVICES. INC. IS STRICTLY PROHIBITED. AT &T AT &T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 PACIFIC TELECOM 566 newt Avon... South. Sully 650 S..Mly, WA. 66104-2604 Phew.: (206) 342 -0000 ca.: (206) 603 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 IN N o (TYPICALLY) 12' TO 24' F INISHED GRADE OR GROUND COVER. MATCH SLOPE AND LOCAL UTILITY REV. 120' MAX, DESCRIPTION ANTENNA CABLE THICKNESS OF EXISTING ISSUED FOR •:1:70:0 ieF LG CATIONARY TAPE : 000:00002::0000 oval -- WEATHERPROOFING KIT RLR ^ ��� -• � •••• f ii a JI I11 119 TI alai; �11 UNDISTURBED SOIL 01:1111 41=1 (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO < I 6/°M BACKFILL WITH a 2 1/2'0 POWER AND WHERE APPLICABLE (SEE NOTE 1) iO � - 6" MIN. ■I� +_.1 it R SATISFACTORY THE OR 1 IMPORTED SOIL - COMPACTED SAND (SEE NOTE 2) COMPACTED SAND BED 3' , (SEE NOTE 2) MIN GROUND BAR). SEE NOTE 1 & 2 ANTENNA CABLE CONNECTOR ROTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. (TYP.) (TYP.) NQgS: 1. CONDUIT SIZE, TYPE QUANTITY AND SEPERATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. 2. LEAN CONCRETE WITH RED TINTED TOP MAY BE USED IN PLACE OF COMPACTED SOIL COAX CABLE GROUND CONNECTION 05 -23 POWER /TELCO TRENCH 05 -07 SCALE: (24'X36 "): NOT TO SCALE SCALE: (11 NOT TO SCALE SCALE: (24'X361: NOT TO SCALE SCALE: (11 NOT TO SCALE p6 AWG FROM ANTENNA CABLE GROUND KIT o BAR, OR CONFIGURATION. ON NUMBER NEWTON -8 OR BRACKET, OR HHCS -1 OR BE STRUCTURE. BE © 7/16" 2 -. _ y 1 . 1/4'x 20', 4'x APPROVED EQUAL (ACTUAL OF GROUND INSTRUMENT CAT. NEWTON INSTRUMENT APPROVED EQUAL NEWTON INSTRUMENT APPROVED EQUAL BOLTS, NEWTON APPROVED EQUAL ELIMINATED WHEN CONNECTION PER MANUFACTURERS "� -- � o 0 0 O pFtu7 O Ill TO ANTENNAS WEATHERPROOFING KIT (TYP.) ■ COAX JUMPER ± GROUND KIT (TYP.) GROUND BAR ON WALL, ICE BRIDGE, ON ANOTENNA OR TOWER .r-. MIES 1) COPPER GROUND CAT. NO. B -6142 DOUBLE LUG VARY BASED 2) INSULATORS, 3) 5/8" LOCK WASHERS, CAT. NO. 3015 4) WALL MOUNTING CAT NO. A -6056 5) 5/8 -11 X 1" CAT NO. 3012 6) INSULATORS SHALL TOWER /MONOPOLE STRUCTURE SHALL NEWTON INSTRUMENT CO. HOLE CENTERS TO MATCH NEMA GROUND BAR SIZE WILL CONNECTIONS) NO. 3061 -4 OR APPROVED EQUAL CO. CO. INSTRUMENT CO. BONDING DIRECTLY TO TO TOWER /MONOPOLE RECOMMENDATIONS. MP) I■ CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 TOT CABLE TO TS EQUIPMENT (TIP.) I BU ■ I O O O O O �\ V!"lV O O O O #6 AWG •� w ANTENNA GROUND BAR, WITHOUT INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR TOWER. (AS APPLICABLE) *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO /�� I GROUND CONDUCTOR SHALL BUILDING SERVICE GROUND OR GROUND RING BE ELIMINATED WHEN I I TO GROUND RING NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER /MONOPOLE GROUND BARS AT BOTTOM OF TOWERS /MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. GROUND WIRE INSTALLATION 05 - 21 TYPICAL GROUND BAR GROUND CABLE CONNECTION SCALE: (24 "): NOT TO SCALE SCALE: (11'X17 "): NOT TO SCALE SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17 "): NOT TO SCALE 05 -22 SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17 "): NOT TO SCALE 05 -24 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION IMML ISSUED FOR A 5/ LEASE EXHIBIT RLR ISSUED FOR A 6/1/04 RENEW AND co ," RLR I 6/°M ISSUED FOR CONSTRUCTION RLR Q D 2 7/19/01 CONSTRREISSUEUCTIOFOR N JRP SHEET TITLE E03 ELECTRICAL DETAILS JOB # DRAWING # 24897 - 612 A STTLWASC09 — E03 REVISION I 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES. INC. IS STRICTLY PROHIBITED. AT &T AT&T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA. CA 95670 PACIFIC TELECOM 1 569 1121 Menus Menus WA, Set Se. 650 a 9 SnMA, WA. 90104 -21304 91,en.: (200) 342 -9000 Fa.: (205) 903 -0513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR TO PORT MARKED "PROTECTED" RJ48 (TYP) PLASTIC NOTC LABEL PORT MARKED UNPROTECTED" RJ48 (TYP) RADIO .� CABINET 71 -SURGE SUPPRESSOR SCIENTIFIC (OR APPROVED DIN RAIL SCIENTIFIC (OR APPROVED SEE NOTE 1 #6 AWG STRANDED THHN GREEN INSULATED GROUND WIRE BONDED TO MGB OR GROUNDED ATLANTIC NO. 90700 EQUAL) - ATLANTIC #21607 EQUAL) 1 RING TONGUE COMPRESSION TERMINAL (SEE NOTE CU, 2), NOTES. TO TELCO 1. MOUNT SURGE ARRESTOR ON OTHERWISE PROVIDE ATLANTIC 4 -UNIT DIN RAIL, OR APPROVED TELCO BOARD. 2. ATTACH GROUND WIRE TO THE MOUNTING HARDWARE, USING AND NUT OR SELF - TAPPING MACHINE DIN RAIL 3. 7VSS MAY BE ORIENTED TO SUIT ENCLOSURE NIU EXISTING DIN RAIL IF AVAILABLE, SCIENTIFIC MODEL NO. 21605, 5 -INCH EQUAL, AND SECURELY MOUNT TO DIN RAIL. SEPARATELY FROM THE RAIL STAINLESS STEEL BOLT, LOCKING WASHER SCREW THAT FIRMLY GRIPS THE SITE REQUIREMENTS. T1 SURGE SUPPRESSOR 05 -49 SCALE: (24 "X36"): NOT TO SCALE SCALE: (11'X171: NOT TO SCALE MONOPOLE COAX TO ANTENNA STANDARD GROUND KIT (TYP) Iiii ANTENNA GROUND BAR (CIGBE) NEAR TOP OF MONOPOLE (SEE NOTE) SEE DETAIL ® EXISTING GRADE 3/4" CRUSHED STONE, 18" DIAMETER PRECAST FILL TEST WELL TO WELL WITH SELF SEALING WITHIN 2" OF TOP. STEEL LID. SUBMIT SHOP DRAWINGS FOR APPROVAL EXISTING GRADE #6 AWG 2 -HOLE LUG #2 AWG CU STRANDED WIRE WITH GREEN, 600V, THWN INSULATION I GROUND LUG �I ANTENNA GROUND BAR CIGBE) ANTENNA #6 AWG STRANDED CU I WIRE FURNISHED WITH KIT MARK WITH GREEN TAPE , STANDARD GROU KIT I (TYP.) N V V/, (N)/, ��/ CADWELD N 1 ° ' ' �- ` ` 4,,,, -, ` .P TEST LOOP - #2 SOLID TINNED WIRE GROUND #2 AWG BCW SOLID, TINNED BOTTOM OF MONOPOLE COAX CABLE (SEE NOTE) SEE DETAIL .® \ RING BCW SOOLID. LID. T 2 AWG TINNED GROUND ROD (TYP. FOR ALL) 6'1 a`6 COAX TO BTS VIA TRAY, 1 ICE BRIDGE, OR J UNDERGROUND CONDUIT I (AS APPLICABLE) I AWG 2 -HOLE LUG I #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE II WITH GREEN, 600V, THWN INSULATION EXISTING MONOPOLE PIER CONSTRUCTION JRP TOWARDS SHORTEST G D TOWER I GROUNDI NG SYSTEM NOTE: TOTAL OF ONE WELL PER AD WELD #2 AWG BCW SOLID TINNED .�� GROUND RING SITE - VERIFY LOCATION WITH PROJECT MANAGER. 1 GROUND ROD COPPER CLAD STEEL 5/8"0x 10 LONG CADWELD NP. ( ) COPPER CLAD STEEL 5/8 "0x10' - 0" LONG NOTE; NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. ANTENNA CABLE GROUNDING SCHEMATIC 05 -29 GROUND ROD 05 -1 7 TEST WELL - TYPICAL SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17"): NOT TO SCALE SCALE: (24'X36 "): NOT TO SCALE SCALE: (11 NOT TO SCALE SCALE: (24 "X36 "): NOT TO SCALE SCALE: (11 "X17 "): NOT TO SCALE 05 -05 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL ISSUED FOR A 5/ LEASE EXHIBIT RLR A 6/1/04 ISSUED FOR Run„ AND RW AND COMMENT ISSUED FOR 1 9H"," CONSTRUCTION RLR RED 2 7/1501 CONSTRUCTION JRP SHEET TITLE E04 ELECTRICAL DETAILS JOB # DRAWING # 24897 - 612 A STTLWASC09 - E04 REVISION 1 2 THE INFORMATION) CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT&T WIRELESS SERVICES. L.LC. 2729 PROSPECT PARK DRNE RANCHO CORDOVA, CA 95670 I Fs PACIFIC TELECOM 566 F6s1 Awe,,„ 5ouM. 5,0e 550 540196, W8. 96104-2504 Meer: (206) 342 -9000 1010 (206) 903 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 DATE: 5/19/04 DRAWN BY: RLR CHECKED BY: SI REVISIONS REV. DATE DESCRIPTION INITIAL A 5/19/01 ISSUED FOR LEASE EXHIBIT RLR A 6/1/01 ISSUED FOR REVIEW AND COMMENT RLR 1 5�� ISSUED FOR CONSTRUCTION RLR Q 1/15/01 REISSUED FOR CONSTRUCTION JRP SHEET TITLE E05 ONE —LINE DIAGRAM JOB # DRAWING # 24897 - 612 A STTLWASC09 — E05 REVISION I 2 NOTES: 1. THIS DESIGN MAY BE ADJUSTED TO COMPLY WITH SPECIFIC NEC, FEDERAL, STATE, LOCAL CODES AND ORDINANCES. 2. UNLESS SPECIFICALLY INDICATED, CONDUIT TYPE SHALL BE SELECTED IN ACCORDANCE WITH CODE REQUIREMENTS. 3. GAUGE OF ELECTRICAL CONDUCTORS AND CONDUIT DIAMETERS MAY REQUIRE ADJUSTMENT TO COMPENSATE FOR CHANGES IN LENGTH. 4. UTILITY TRANSFORMER AND ASSOCIATED GROUND PROVIDED BY THE UTILITY COMPANY. 5. SSC POWER PANEL IS PROVIDED AS PART OF THE SSC CABINET. INTERNAL WIRING OF SSC CABINET IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY VARY ACCORDING TO MANUFACTURER. 6. SUBCONTRACTOR SHALL VERIFY THAT THE MAIN BONDING JUMPER IS INSTALLED PROPERLY. 7. SUPPLEMENTAL GROUNDING ELECTRODE SHALL BE PROVIDED PER NEC CODE REQUIREMENTS. 8. METER MAY BE MOUNTED ON SSC CABINET ABOVE THE AN SERVICE ENTRANCE PANEL OR SEPERATELY ON A UTILITY RACK. 9. SSC AC PANEL IS RATED AS SERVICE ENTRANCE EQUIPMENT. 10. INSTALL ONE 1 "0 PVC CONDUIT FOR POWER TO UMTS CABINET. TRANSITION FROM CONDUIT TO 1" LIQUIDLIGHT (LFMC) CONDUIT FOR ENTRY TO NORTEL CABINET. 11. CONTRACTOR SHALL COIL AND TAPE AND ADDITIONAL 5' -0" OF WIRING FOR CONNECTIONS BY NORTEL AFTER INSTALLATION OF NORTEL EQUIPMENT. 12. INSTALL ONE 1"0 PVC CONDUIT FOR T1 PCM CABLE. TRANSITION DS1 CONDUIT TO LIQUIDTIGHT (LFNC —B) CONDUIT AT SLAB TO THE CONNECTION POINT ON THE UMTS CABINET. 13. FOR CABINET MOUNTING ON A FRAME REFER TO ARCHITECTURAL SHEETS AND SEE DETAIL 04 -54. 14. TELCO BOX TO BE 30'x30 "x12" NEMA 3R WITH 1/2" PLYWOOD BACKBOARD (TELTREND OR APPROVED EQUAL) MOUNTED TO REAR OF SSC CABINET OR ON H —FRAME NEAR SSC CABINET. REFER TO SHEET E01 FOR TELCO BOX MOUNTING LOCATION. 15. CONTRACTOR RESPONSIBLE FOR CONNECTING ARGUS SSC CABINET TO NOKIA RADIO CABINET, WIREWAY SUPPLIED WITH SSC CABINET. NORTEL TDMA CABINET # 1"0 PVC CONDUIT (SEE NOTE 12) 1 "0 PVC CONDUIT / (SEE NOTE 12) 1"0 LIQUIDTIGHT (LFNC —B) CONDUIT (SEE NOTE 12) NORTEL UMTS iBTS CABINET 000000 00 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY 2 "0 PVC CONDUIT (VERIFY SIZE AND TYPE WITH LOCAL UTILITY) 4 —PAIR #22 -24 AWG IN 3/4" CONDUIT 05 -58 E04 / CABLE COVER (SEE NOTE 13) (SEE NOTE 10) 0 TELCO SERVICE A LM TEL CO — DS1 TVSS TO GROUND RING 1 "C 3 #6 —_-_- 1/0 AWG (50MM TINNED BCW 1 #6 GR TO GROUND RING (SEE NOTE 13) TELCO BOX (SEE NOTE 14) GENERATOR RECEPTACLE FACTORY BOND #6 AWG STRANDED COPPER THWN GREEN INSULATED 1 "C 3 #6 1 #6 GR J 1 H Z CE W 0! Z U O N UTILITY TRANSFORMER (NOTE 4) FACTORY BOND UTILITY GROUND (NOTE 4) 120/240 10 200A SERVICE LATERAL 3 -1 /C 4/0 AWG THHN 2 -1/2 "0 CONDUIT (VERIFY SIZE & TYPE WITH LOCAL UTILITY) METER BASE (NOTE 8) SERVICE CONDUCTORS (BY SSC VENDOR) SSC POWER PANEL (NOTE 5) REFER TO ARGUS TECHNOLOGIES DOCUMENT #030- 604 -05 PROVIDED BY AT &T REPRESENTATIVE INTERLOCKED MAIN BREAKER AND GENERATOR BREAKER 200A DC CIRCUIT BREAKER NEUTRAL BUSS NOKIA HETA HEATER MAIN BONDING JUMPER (NOTE 6) GROUND BUSS PRIMARY GROUNDING ELECTRODE #2 -1 /C 12 AWG THHN -1 -1 /C 12 AWG THHN GREEN INSULATED GROUND. ROUTE VIA SSC INTERNAL WIREWAY. (SEE NOTE 15) 2 -1 /C #4/0 AWG RHH OR RHW —ROUTE VIA SSC INTERNAL WIREWAY (SEE NOTE 15) 1 1/C 2 AWG GROUNDING ELECTRODE CONDUCTOR NOKIA RADIO CABINET SUPPLEMENTAL GROUNDING ELECTRODE (NOTE 7) // SINGLE TENANT 120/240 200A 10 SERVICE WITHOUT EXTERNAL DISCONNECT UMTS / SSC 200A SINGLE LINE DIAGRAM SCALE: (24"436"): NOT TO SCALE SCALE: (11"X17"): NOT TO SCALE 05 -42 NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, INC. IS STRICTLY PROHIBITED. AT &T AT&T WIRELESS SERVICES. L.L.C. 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 'Ts PACIFIC TELECOM 522 Slnl Awn", 54901. 5,0. ISO 5.1■16. WA. 18104 -2606 Phew (206) 342 -5000 Fn, (206) 503 -6513 RIVERTON HEIGHTS SCO9 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98188 LLLCOM SE R V I C E S l l C Before Riverton Heights STTLWASCO9 1 5820 Pacific Highway South Tukwila, WA 98188 Attachment B er ------' A1kT Wireless Services Riverton Heights STTLWASCO9 15820 Pacific Highway South Tukwila, WA 98188 Wireless Services Before Riverton Heights STTLWASCO9 15820 Pacific Highway South Tukwila, WA 98188 After WSZAMSWOMORNONW Wireless Services PROJECT: STTLWASCO9 RIVERTON HEIGHTS REVIEW CRITERIA Criteria for Conditional Uses (TMC 18.64.030) 1. The proposed use will not be materially detrimental to the injurious to the property or improvements in the vicinity. ��� V p 0 0 co% 21 public wel Applicant requires this proposed use as a result of Sound Transit's development that affects applicant's existing wireless telecommunications facility. Applicant's existing facility is located at the Ajax Airport Parking facility on the north side of State Highway 518. Sound Transit's development forces applicant to relocate this existing facility. This proposed use is the collocation of antenna equipment on an existing 100' telecommunications monopole upon which three other telecommunications carriers presently have equipment. This pole is situated on the northeast corner of an approximately 540,427 square foot lot located in a Regional Commercial (RC) zone. A 288 square foot (16' X 18') equipment compound enclosed by a chain link fence will added at the base of the monopole. This existing telecommunications facility is located near Highway 518, hundreds of yards distance from the closest residential property and is visually screened by existing trees and other foliage. The proposed addition of AT &T's equipment is a minor addition to the existing facility and will not affect the view shed from any perspective nor will it have any impact on any property or improvements in the vicinity. 2. The proposed use shall meet or exceed the same standards for parking, landscaping, yards, and other developments that are required in the district it will occupy. The proposed use is a minor expansion of an existing telecommunications facility. This unmanned facility does not require parking except for periods of short duration during facility maintenance. The existing facility is located on the northeast corner of a large, paved parking lot that at one time served the Lewis and Clark Theatre and a bowling alley on the premises. While there are no landscaping requirements under Tukwila's existing zoning ordinance, the equipment compound will be enclosed and screened by a chain link fence. 3. The proposed development shall be compatible generally with the surrounding land uses. The proposed use well -fits the present use of the property and the property uses in the surrounding area. To the north of the proposed development lies State Highway 518. To the east is located Shuttle Park 2, an expansive airport park and ride facility serving SeaTac Airport. To the west is an office of the Washington State Patrol. The property upon which the telecommunications facility is located is now used in part as rental car lot and office; and, in part, is generally unused. Attachment C PROJECT: STTLWASCO9 RIVERTON HEIGHT /0 The Lewis and Clark movie theatre is no longer operated, but is from-time-to- � O� time used as meeting hall; and, a bowling alley entertainment facility is locatel 1Q0 the premises, but is unused. 40 /1( 4, /) , , NT 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. The proposed development is consistent with the stated goals of the comprehensive plan. This proposal will not affect any shoreline, sensitive area, natural amenity or historical landmark. It provides a fundamental service to both residents and businesses along the Pacific Highway corridor. This development will result in the consolidation of wireless facilities in the City. Telecommunications infrastructure is vital to the residents of the City and to the businesses operated with its boundaries. Because this is a relocation of an existing facility, and because the relocation is a collocation, the overall impact on the community is reduced, not enlarged. 5. All measures shall be taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. The site selected for the relocation of an existing telecommunications facility within the City of Tukwila is an existing telecommunications facility. The collocation of wireless facilities is generally favored under various zoning codes in the State of Washington. While the applicant may have chosen alternative sites upon which to construct this facility, it was determined that the site selected will have no adverse impact on the property or property in the surrounding area. The proposed location and use is the collocation of antenna equipment on an existing 100' telecommunications monopole upon which three telecommunications carriers presently have equipment. This existing telecommunications facility is located near Highway 518, hundreds of yards distance from the closest residential property and is visually screened by existing trees and other foliage. The proposed addition of AT &T's equipment is a minor addition to the existing facility and will not affect the view shed from any perspective nor will it have any impact on any property or improvements in the vicinity. The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. This application is scheduled for a public hearing on August 26, 2004 at 7:00 p.m. in the Council Chamber at City Hall. APPLICANT: LOCATION: FILE NUMBERS: PROPOSAL: OTHER REQUIRED PERMITS: City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION AND PUBLIC HEARING DATED AUGUST 12, 2004 These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on August 26, 2004. This matter is also scheduled for a public hearing on August 26, 2004, at 7:00 p.m. in the Council Chambers at City Hall, 6200 Southcenter Boulevard, Tukwila, WA. If you are interested in attending the hearing, please contact the Department at (206) 431 -3670 to ensure the hearing is still scheduled for this date. If you cannot submit comments in writing by the cutoff date indicated above, you may still appear at the hearing and give your comments on the proposal before the Planning Commission. If you have questions about this proposal contact Minnie Dhaliwal, Planner -in- charge of this file. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Planning Commission on a project or obtain information on your appeal rights by contacting the Department of Community Development at 206 - 431 -3670. A decision from the Planning Commission may be appealed to the City Council. The Department will provide you with information on appeal if you are interested. Jeff Smith for AT &T Wireless 15820 Tukwila International Boulevard L04 -040 The proposal is to collocate antennas on an existing monopole. Construction Permit OPPORTUNITY FOR PUBLIC COMMENT Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ERSTSS R2[5 B. (TO •DI.R) RD IRE I A PEEP= INF.'S' UMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT &T WIRELESS SERVICES, • RoOImasIMO , NINTim RI{ TSAI iamb fL ON WW1 MAC RIME ASS OR IPS NOME E PRPOSED \ *Y o " SIC ammo" ® ~Me t144... we 1 -. L` POORISIES OWN LDS MSS SOU • rti (» mac &MD ME" NORMS MR mums (N.. or Q NiYL (x•• t an �K•�-o ( "' ■ T v..,• r SOUTH ELEVATION 12 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR D State of Washington County of King City of Tukwila (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I F S' rrmI- I certify that on 0 -" /2 - the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at /8?0 Me 4•'S. 77�'ib"s4,wa so as to be clearly seen from each right -of -way primary vehicular access to the property for application file pum r, . Mme, n„e'Gce, - �a -146v, e - tic- 1.E 5 - - . was vvv� TO �rn 2x-S 4r oce c.��� ' y I w ; tr-.w s-ob o tq, ` 'eJ- heiewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) da . f ot>• etter. Applicant o On this day personally appeared before me E F f Sr4( ii 4 individual who executed the foregoing instrument and acknowledged that he /she voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before m this / 0 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@citukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) NOT: R residing at e. a v q . V ngton My commission expire4i O l' I 1114 %•:::-16-0e).-**. 40 1 • AS aG'd t 4 - ,3c4- v 's Signature to me known to be the signed the same as his/her /q"t/Ys, 5 , 20 O''-{ ttPG-t) Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I " tA,cdUlt. I HEREBY DECLARE THAT: 4 Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt i Person requesting mailing: f i �, � Lft, L Notice of Action C , L LIk 2J Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other ruf Was mailed to each of the addresses listed on this, `" day of year 2004 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM - i n the t ` Project Name: � T W AAdaw..., Project Number: LA4 `C)c Mailer's Signature: 1 V j i Person requesting mailing: f i �, � Lft, L C , L LIk 2J ruf Was mailed to each of the addresses listed on this, `" day of year 2004 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM - i n the City of Tukwila Other known required permits include: • Development Permit SEPTEMBER 1, 2004 CITY OF TUKWILA NOTICE OF HEARING PROJECT INFORMATION Department of Community Development Steve Lancaster, Director AT &T Wireless has filed an application for a Conditional Use Permit, Number L04 -040, to collocate antennas on an existing monopole, which is located at 15820 Tukwila International Boulevard. You are invited to comment on the project at a public hearing scheduled for September 16, 2004, at 7:00 p.m. before the Planning Commission. The hearing will take place at City Hall in City Council Chambers, 6200 Southcenter Blvd. To confirm the time and date before the hearing, call the Department of Community Development at 206 -431 -3670. For further information on this proposal, contact Minnie Dhaliwal at 206 -431 -3685 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. FILES AVAILABLE FOR PUBLIC REVIEW Steven M. Mullet, Mayor The project files are available at the City of Tukwila. To view the files, you may request them at the permit counter of the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 3 1,3 PROPEMY LIMC ISO' (t PMO.nRn aaREiq L7 !MSPEEM LIME IRS• _r 3111 - �_I PARCEL NURSER 222304 -SOC1 Il V L L meals me t011t U • 0 o. R j• 4 C7—:2 C= 7 ' [RPM IRIIM1 Ilan POLE. POD 051.15 SEWN WC DOSIRC INCERGMCWO POW* COON 11510C ORES AR sAEUE- (RP.1 Mole Io O / LL 1e0D A R PRe41001 PIIOPE� lRl[ f' a •ENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH DIRECTLY RELATES TO AT&T WIRELESS SERVICES, OJ t S i 1: viL I;' NI 0 P1101111131 MI el Ra1nT .lot ; ' ^:.+; { ' + l''14 ..5 . , .'Y JN4^ 01111e 10(11 RP TO RWY) •i;w tk ls1 Wrrr 1o r/� R.SII U11AR = (n L i» v..r •' SOIFU -I ELEVATION 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DI Jam Free Printing Use Avery TEMPLATE 5960TM E W Conam 5451 35th Ave SW Seattle, WA 98126 Eddie Ying Feng Lee Michelle Ying -i Lin 3211 S 154th St Seattle, WA 98188 J S Lee Investments Llc 3211 S 154th St Seattle, WA 98188 J S Lee Investments Llc 3211 S 154th St Seattle, WA 98188 Melaine Shaner 4006 S 158th St #C Seattle, WA 98188 Michael Jones 4006 S 158th St #F Tukwila, WA 98188 Lamb Sammie Monroe 4008 S 158th St #C Seattle, WA 98188 Sheila Willard 4008 S 158th St #F Seattle, WA 98188 Calvin Crabtree 4008 S 158th St #1 Tukwila, WA 98188 Cary Fujioka PO Box 88181 Seattle, WA 98138 wi096S abAZImA1W 1�1'lIl J S Lee Investments Llc 3211 S 154th St Seattle, WA 98188 J S Lee Investments Llc 3211 S 154th St Seattle, WA 98188 Fsf West Colonial Associates Llc 3816 S 154th Ln Tukwila, WA 98188 Troy Butler Yevgeniy Morozov 4006 S 158th St #A -1 4006 S 158th St #B Seattle, WA 98188 Tukwila, WA 98188 Michelle Phillips 7833 S 128th St Seattle, WA 98178 Alan Killebrew 4008 S 158th St #A Tukwila, WA 98188 Donald Curtis Lee The 4008 S 158th St #D Seattle, WA 98188 Carolee Niswonger 4008 S 158th St #G Seattle, WA 98188 James Glover 4008 S 158th St #J Seattle, WA 98188 Maurice Scott Jr. 4012 S 158th St #B Seattle, WA 98188 AZi3AV 008 -I. www.avery.com 1-800-GO-AVERY J S Lee Investments Llc 3211 S 154th St Seattle, WA 98188 J S Lee Investments Lie 3211 S 154th St Seattle, WA 98188 Peter & Grace Wang Llc PO Box 234 Pebble Beach, CA 93953 Gomez Armando 4006 S 158th St #E Seattle, WA 98188 Ruth Erickson 4008 S 158th St #B Tukwila, WA 98188 Kevin Fisher 325 S 177th Pl #D104 Seattle, WA 98148 Frank Chavez 4008 S 158th St #H14 Tukwila, WA 98188 Laura Fuller 4008 S 158th St #K Seattle, WA 98188 Naovarat Rittikaidachar 4012 S 158th St #C Tukwila, WA 98188 AVERY® 5960TM w,.0965 3DfldIA131 ®band asn Jam Free Printing Use Avery® TEMPLATE 5960TH Ruzdija & Munevera Halilovic 4012 S 158th St #D Seattle, WA 98188 Samphant Vanamathi 4012 S 158th St #G -24 Tukwila, WA 98188 Marc Rosenthal 4012 S 158th St #J Tukwila, WA 98188 Lisa Pierson 4010 S 158th St #30 Tukwila, WA 98188 Anna Kasparova 4010 S 158th St #C Tukwila, WA 98188 Daniel Jahn 4004 S 158th St #E -36 Tukwila, WA 98188 Demaris Cundiff 4004 S 158th St #B Tukwila, WA 98188 Thomas Bentley 4002 S 158th St #B42 Seattle, WA 98188 Stewart Shusterman & C K Julianna 4002 S 158th St #45 Tukwila, WA 98188 wi0965 ®A213AV 1�/! 1 Bruce Miller 4012 S 158th St #E Seattle, WA 98188 Peter Marcoff 4012 S 158th St #H Tukwila, WA 98188 Lawrence & Rosa Thompson 4012 S 158th St #28 Tukwila, WA 98188 Friedrich & Yelena Timmons 4010 S 158th St #E 31 Tukwila, WA 98188 www.avery.com 1- 800 -GO -AVERY Rajneesh Kaur & Kanwaldeep Singh 3726 S 180th St #K206 Seatac, WA 98188 James Brown 4004 S 158th St #D Seattle, WA 98188 Gwenevere Bulbula 4004 S 158th St Tukwila, WA 98188 Kristi Lee Stakston 4002 S 158th St #C Seattle, WA 98188 Tamara Baker 4002 S 158th St #F Tukwila, WA 98188 AtI3AV-O9-008-I. ii1..,•a Mehmed & Mevlida Salihovic 4012 S 158th St #3 -23 Tukwila, WA 98188 Phil & Judy Licastro 19617 4th Ave SW Seattle, WA 98166 Dean Jones 4012 S 158th St #29 Tukwila, WA 98188 Katherine Stearns 4010 S 158th St #D Tukwila, WA 98188 Terry Hanson 4010 S 158th St #A Tukwila, WA 98188 Avangelina Gallegos 4004 S 158th St #C Tukwila, WA 98188 Kimberly Ross 4002AS 158thSt#41 Seattle, WA 98188 Robert P Tofaeono 4002 S 158th St #44D Tukwila, WA 98188 William Campbell 4002 S 158th St #47 Tukwila, WA 98188 Glenn Smith March Cabanas James Duggan 4002 S 158th St #H 4016 S 158th St #A 4016 S 158th St #B Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 AVERY® 5960TM v i096S 31V1d1A131 ®IGaAY es fl A11H11/1J EIIDr Jam Free Printing Use Avery® TEMPLATE 5960TM Pastora Brady 4016 S 158th St #C Seattle, WA 98188 Joyce Walters 4014 S 158th St #B Seattle, WA 98188 Noah Ramsey Jr. & Jeffery Jordan 4018 S 158th St #F Tukwila, WA 98188 Thu Howard 4018 S 158th St #C Tukwila, WA 98188 Rose Castillo 4022 S 158th St #E Seattle, WA 98188 William & Patricia Thomas 4022 S 158th St #B Tukwila, WA 98188 Kathleen Mars 867 Seabeck Holly Rd NW Seabeck, WA 98380 Kurt Mclaren 4024 S 158th St #E Tukwila, WA 98188 Roxann Norris 4020 S 158th St #A Seattle, WA 98188 T Leteresa 4020 S 158th St #D Tukwila, WA 98188 wi0965 taallglAtf www.avery.com Ronald & Victori Easterling 12610 SE 73rd PI Renton, WA 98056 Thomas Alben Bailey 4014 S 158th St #C Seattle, WA 98188 Damir & Medina Vuk 4018 S 158th St #58 Tukwila, WA 98188 William Johnston Michael Holland 4018 S 158th St #B 4018 S 158th St #A Seattle, WA 98188 Tukwila, WA 98188 Roberta Hensrud 4022 S 158th St #D Seattle, WA 98188 Kathleen Bowman 4022 S 158th St #A Tukwila, WA 98188 Herminiano Roy 4020 S 158th St #C Tukwila, WA 98188 Sabrina Hawkins 4024 S 158th St #F Tukwila, WA 98188 Maninder Singh 4020 S 158th St #B Tukwila, WA 98188 City Of Seatac 17900 International Blvd #40 Seatac, WA 98188 A213AV .. �....c .L1• M... .• •• 1- 800-GO -AVERY C:\ AVERY® 5960TM Alvin Dimrnitt 4014A S 158th St #53 Seattle, WA 98188 Mark Mclerran 15106 Stone Ln N #G301 Shoreline, WA 98133 Mary Ann Vernarelli 4018 S 158th St #59 Seattle, WA 98188 Debra Grant 4022 S 158th St #65 Seattle, WA 98188 Jardan & Jasminka Vuk 4024 S 158th St #A Tukwila, WA 98188 Juan Jose Galdamez &Maria Phillips 3227 14th Ave W #5 Seattle, WA 98119 Aurora Loan Services Inc 601 5th Ave Scottsbluff, NE 69361 Maury Metcalf 4020 S 158th St #C Seattle, WA 98188 S Michael Rodgers 3 Lake Bellevue Dr Bellevue, WA 98005 w,.0965 31V1dIN31 ®IGaAV es11 � 1. . .1. . . I . . . b l Jam Free Printing Use Avery TEMPLATE 5960TM James & Doris Cassan 2460 76tH Ave SE Mercer Island, WA 98040 Tukwila City Of 6200 Southcenter Blvd Tukwila, WA 98188 Dougherty Family Limited Partnership PO Box 2324 Renton, WA 98056 City Of Seatac 17900 International Blvd #40 Seatac, WA 98188 Dennis Leponis PO Box 7677 Sumner, WA 98390 James Patrick Hearn 3503 S 160th St #1C2 Seattle, WA 98188 Don & Akiko Takaki 3219 E 24th Ave VANCOUVER BC CANADA Virgil & Edna Anderson 2320 Jan Ct Gardnerville, NV 89410 Joseph Butcher Jr. 6920 Roosevelt Way NE #367 Seattle, WA 98115 Pavel Mitin 3507 S 160th St #1 -C -6 Seatac, WA 98188 wi096S ®A213AV Michael Rodger 21323 NE 92nd PI Redmond, WA 98053 Dollar Developement Company 2737 78th Ave SE Mercer Island, WA 98040 Dougherty Family Limited Partnership PO Box 2324 Renton, WA 98056 Phong Tran & Bachyen Nguyen 937 1st Ave N Kent, WA 98032 Yuan F Sun 3503 S 160th St #1 -A2 Seatac, WA 98188 Lamarr & Jamila Thompson 612 S 227th St Des Moines, WA 98198 Sudarat Chitlungset 202 N Second Ave Sandpoint, ID 83864 Daniel Rietema 3507 S 160th St #A5 Seatac, WA 98188 William Lipscomb PO Box 58490 Seattle, WA 98138 Grace Frankfurt Wilkinson 101 101st Ave SE #102A Bellevue, WA 98004 A i3AV-OD-008-I. vuww.averycom © AVERY® 5960TM 1-800-GO-AVERY � J I ukwila City Of 6200 Southcenter Blvd Tukwila, WA 98188 Jack Nichols 925 4th Ave #2900 Seattle, WA 98104 City Of Seatac 17900 International Blvd #40 Seatac, WA 98188 J Bernard Hoskins Jr. 1459 NW 198th Seattle, WA 98177 Thomas Gouyd 3503 S 160th St #1B2 Seatac, WA 98188 Don & Akiko Takaki 3219 E 24th Ave VANCOUVER BC CANADA Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 John Harold Dun bar 3507 S 160th St #B5 Seattle, WA 98188 Menyhert Boldizsar 3507 S 160th St #B -6 Seattle, WA 98188 Jerry Ha 3509 S 160th St #B7 Seatac, WA 98188 m.0965 31V1dIN31 ®band ash a..., .. ....,. Jam Free Printing 1111111111 www.averycom Use Avery® TEMPLATE 5960TM �, 1- 800 -GO -AVERY Muhamed & Fatima Avdic 3509 S 160th St #IC7 Seatac, WA 98188 Ramiz & Esma Colakovic 3519 S 160th St #C1 Seatac, WA 98188 Fred Graham PO Box 58752 Seattle, WA 98138 Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Beek Connie Vander 3511 S 160th St #3 -C -1 Seattle, WA 98188 Mirsad Djuderija 3511 S 160th St #C2 Seattle, WA 98188 Naoko Sato Charity 3513 S 160th St #C3 Seattle, WA 98188 Boyd Watkins 804 SW 148th St Seattle, WA 98166 wi0965 ®AU3AV Vera Orlandik -hodak 3519 S 160th St #A -1 Seatac, WA 98188 Izet Hozdiac 3521 S 160th St #A2 Seatac, WA 98188 Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Rebecca Amonson - houchin 3523 S 160th St #2 -A-4 Seattle, WA 98188 Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Raymond & Gertha Reed PO Box 69083 Seattle, WA 98168 Sean Molloy 3513 S 160th St #A3 Seattle, WA 98188 Shane Marcus 3513 S 160th St #A4 Seatac, WA 98188 The Watkins 6934 E Villanova PI Denver, CO 80224 MI3AV sump/ mite Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Catharine Banks 3521 S 160th St #B2 Seatac, WA 98188 Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Nedzad & Sabina Vatrenjak 8523 S 160th St #B4 Seatac, WA 98188 Vera Orlandic -hodak 3523 S 160th St #B5 Seatac, WA 98188 Luis & Eufemia Alejo 3511 S 160th St #B1 Seattle, WA 98188 Lisa Harrison 3503 S 160th St #3B2 Seatac, WA 98188 The Watkins 6934 E Villanova P1 Denver, CO 80224 Ming Dao & Alice Wu 34465 9th Ave SW Federal Way, WA 98023 The Watkins 6934 E Villanova P1 Denver, CO 80224 AVERY® 5960TM w10965 31V1dW3.L e fueAY asn Ru�uu ■ na■ I'line Jam Free Printing Use Avery TEMPLATE 5960TH Boyd Watkins 804 SW 148th St Seattle, WA 98166 Joann Servine 3515 S 160th St #C6 Seattle, WA 98188 John & Patricia Serra 4038 S 158th Ln Tukwila, WA 98188 James Greig PO Box 58950 Seattle, WA 98138 James Frohardt 4036 S 159th Ln Tukwila, WA 98188 Ernest Lee 4037 S 159th Ln Seattle, WA 98188 Hazim & Fatima Mujic 3810 S 158th St #A3 Seattle, WA 98188 Grover Mason 3810 S 158th St #A6 Tukwila, WA 98188 Helen Williams 3810 S 158th St #B3 Tukwila, WA 98188 Dale Greenwald 3810 S 158th St #B6 Seattle, WA 98188 wi0965 ®AU3Ab Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Flenis Spears Jr. 4046 S 158th Ln Seattle, WA 98188 Masae Kono 4040 S 159th Ln Seattle, WA 98188 MOM www.averycom 1- 800 -GO -AVERY , Leslie & Marydee Countryman 4034 S 158th Ln Tukwila, WA 98188 Betty Yamauchi 4028 S 159th Ln Tukwila, WA 98188 Roberto & Diane Lynn Berrojo 3810 S 158th St #A1 Tukwila, WA 98188 Diane & W Wyman Andrus 15971 W La Paloma Dr Surprise, AZ 85374 Pamela Seifert 3810 S 158th St #B1 Tukwila, WA 98188 Dzavah Kulogija 3810 S 158th St #B4 Seattle, WA 98188 Joann Lawrence 3810 S 158th St #B7 Seattle, WA 98188 All3AV-09-002-L setswi MAO Kathleen Butcher 9325 NE 19th St Bellevue, WA 98004 Dianne Ashley 4042 S 158th Ln Tukwila, WA 98188 Zarko & Masada Blagojevic 4030 S 158th Ln Tukwila, WA 98188 Maria Colson 4032 S 159th Ln Tukwila, WA 98188 Hariz Mujic 4033 S 159th Ln Tukwila, WA 98188 Kimberly Dee Caruso 3810 S 158th St #A2 Tukwila, WA 98188 Sarah Parker 3810 S 158th St #A5 Seattle, WA 98188 Vincent & Rita Siz 211 S 171st St Burien, WA 98148 Valianna Nisco 3810 S 158th St #B5 Tukwila, WA 98188 Malcolm Porter PO Box 68786 Seattle, WA 98168 a AVERY® 5960TM w,.096S 31V1dW31 ®/GaAV asn &SIMI1J aau taint Jam Free Printing Use Avery® TEMPLATE 5960TM �..• Mark & Lu Anne Nisco 3810 S 158th St #B9 Tukwila, WA 98188 Benita Grace 3810 S 158th St #B -12 Tukwila, WA 98188 Eugenia Genta 705 2nd Ave #506 Seattle, WA 98104 Karen & Mark Sakagami R Scott 3810 S 158th St #C6 Tukwila, WA 98188 Daniel Brooks 3810 S 158th St #C9 Tukwila, WA 98188 Water Dist Highline PO Box 3867 Kent, WA 98089 Daryl & Amy Jordon 4442 S 170th St Seatac, WA 98188 Addie Ryals 16016 34th Ave S Seattle, WA 98188 Northern Hospitality Llc 3423 S 160th St Seatac, WA 98188 David Pak 16033 Military Rd S Seattle, WA 98188 wio9 &S mAll2A1o/ - C IMMO Sandra Moore 3810 S 158th St #B10 Seattle, WA 98188 Sabahudin & Jasmina Sacic 3210 S 158th St C -1 Seattle, WA 98188 Arlyne Pinnock 3810 S 158th St #C4 Seattle, WA 98188 Jan & Linda Fischer 3810 S 158th St #C7 Seattle, WA 98188 Garry Johnson 3810 S 158th St #C10 Seattle, WA 98188 Ragib Salkic 3739 S 160th St Seatac, WA 98188 Steven & Heather Grant 16014 Military Rd S Seatac, WA 98188 Addie Ryals 16016 34th Ave S Seattle, WA 98188 Northern Hospitality Llc 3423 S 160th St Seatac, WA 98188 Glenview Apartments Llc PO Box 1072 Mercer Island, WA 98040 J1/4113AV-09 -008 -1 u nws.L m a n•■ as as www.avery.com 1- 800 -GO -AVERY Michael Nisco 3810 S 158th St #B11 Tukwila, WA 98188 Robert Farrell 3810 S 158th St #C2 Seattle, WA 98188 Joann Shyne 3810 S 158th St #C5 Tukwila, WA 98188 Kevin & Sharon Rogers 3963 NE Portland Blvd Portland, OR 97211 Hartwig & Evelyn Nichols 3745 S 160th St Seattle, WA 98188 Marla & Kenney John Rinehart 16026 Military Rd S Seattle, WA 98188 Gregory & Chiu Deirdre Yen 16006 Military Rd S Seatac, WA 98188 Corie Brooke 16030 34th Ave S Seatac, WA 98188 Birchwood Apartments Llc 18605 17th Ave NW Shoreline, WA 98177 Norman Regan 16106 37th Ln S Seatac, WA 98188 a AVERY® 5960TM va096S 3J.Vld1/V31 ®IGaAV as 11 r111/11111J OO IJ 1116/ Jam Free Printing Use Avery® TEMPLATE 5960TM Maghar Singh 16111 37th Ln S Seatac, WA 98188 Daniel & Kim Fabrizio 3436 S 162nd St Seatac, WA 98188 Hardeep Singh 21625 4th Ave S Normandy Park, WA 98198 Robert & Kim Thayer 110th Ave NE Kirkland, WA 98033 Robert & Kim Thayer 9724 110th Ave NE Kirkland, WA 98033 Ptshp Ericksen 355 Ericksen Ave NE Bainbridge Island, WA 98110 William & Porns Borkenhagen 3750 S 160th St Seattle, WA 98188 Ptshp Ericksen 355 Ericksen Ave NE Bainbridge Island, WA 98110 Mark Larson 14216 58th Ave S Tukwila, WA 98168 wi096S Santos Palma & Antonieta Alvarado 1610537th LnS Seatac, WA 98188 Tommy Lopez 6636 116th Ave SE Bellevue, WA 98006 Surinder Singh 16116 34th Ave S Seatac, WA 98188 Raymond Wageman 16403 34th Ave S Seatac, WA 98188 Linda Elaine Bennett 3767 S 158th St Seattle, WA 98188 www.averycom 1 800-GO - AVERY Heights Presbyteri Riverton 15880 Military Rd S Seattle, WA 98188 David & Terri Papenfuss 3742 S 160th St Seattle, WA 98188 Thoma Sp Palmersheim 4004 S 160th St Seattle, WA 98188 Superstar Corporation 30104 17th Ave SW Federal Way, WA 98023 A1I3M1 I I erievi M A O•AA AA AA a AVERY® 5960TM Debbie Rosatto 3456 S 162nd St Seatac, WA 98188 Angela & Christina Cooper 3422 S 162nd St Seattle, WA 98188 Kevin & Michele Elliott 11058 31st Ave SW Seattle, WA 98146 Cletus & Darcy Gildon 3246 S 161st St Seatac, WA 98188 Heights Presbyteri Riverton 15880 Military Rd S Seattle, WA 98188 Superstar Corporation 30104 17th Ave SW Federal Way, WA 98023 Ptshp Ericksen 355 Ericksen Ave NE Bainbridge Island, WA 98110 Michael &Victoria O'neil 4012 S 160th St Seattle, WA 98188 wi096S 31d•IdW3J. ®/GaAy esfl Runt n M=1_1 uior Smooth Feed SheetsTM Use template for 5160® RESIDENT RESIDENT RESIDENT 15780 39TH PL S, APT # 6 15728 39TH PL S, APT # 10 1571239THPLS,APT #5 TUKWILA, WA 98188 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT RESIDENT 15728 39TH PL S, APT # 1 15728 39TH PL S, APT # 11 15712 39TH PL S, APT # 6 TUKWILA, WA 98188 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT RESIDENT 15728 39TH PL S, APT # 2 15728 39TH PL S, APT # 12 15712 39TH PL S, APT # 7 TUKWILA, WA 98188 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT RESIDENT 15728 39TH PL S, APT # 3 15728 39TH PL S, APT # 13 15712 39TH PL S, APT # 8 TUKWILA, WA 98188 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT RESIDENT 15728 39TH PL S, APT # 4 15728 39TH PL S, APT # 14 15712 39TH PL S, APT # 9 TUKWILA, WA 98188 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT 15728 39TH PL S, APT # 5 15728 39TH PL S, APT # 15 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT 15728 39TH PL S, APT # 6 15712 39TH PL S, APT # 1 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT 15728 39TH PL S, APT # 7 15712 39TH PL S, APT # 2 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT 15728 39TH PL S, APT # 8 15712 39TH PL S, APT # 3 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT RESIDENT 15728 39TH PL S, APT #'9 15712 39TH PL S, APT # 4 TUKWILA, WA 98188 TUKWILA, WA 98188 r4 AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM RESIDENT 15830 39TH PL S, APT # 1 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 2 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 3 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 4 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 5 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 6 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 7 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 8 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 9 TUKWILA, WA 98188 RESIDENT 15830 39TH PL S, APT # 10 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 1 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 2 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 3 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 4 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 5 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 6 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 7 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 8 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 9 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 10 TUKWILA, WA 98188 Use template for 5160® RESIDENT 15810 39TH PL S, APT # 11 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 12 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 13 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 14 TUKWILA, WA 98188 RESIDENT 15810 39TH PL S, APT # 15 TUKWILA, WA 98188 RESIDENT 15708 39TH PL S, APT # 1 TUKWILA, WA 98188 RESIDENT 15708 39TH PL S, APT # 2 TUKWILA, WA 98188 RESIDENT 15708 39TH PL S, APT # 3 TUKWILA, WA 98188 RESIDENT 15708 39TH PL S, APT # 4 TUKWILA, WA 98188 RESIDENT 15708 39TH PL S, APT # 5 TUKWILA, WA 98188 AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM RESID 16043 MILITARY ROAD S, # 101 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 102 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 103 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 104 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 105 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 106 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 107 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 108 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 201 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 202 SEATAC, WA 98188 .1 AVERY® Address Labels RESIDENT 16043 MILITARY ROAD S, # 203 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 204 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 205 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 206 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 207 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 208 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 209 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 301 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 302 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 303 SEATAC, WA 98188 Use template for 5160® RESIDENT 16043 MILITARY ROAD S, # 304 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 305 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 306 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 307 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 308 SEATAC, WA 98188 RESIDENT 16043 MILITARY ROAD S, # 309 SEATAC, WA 98188 Laser 5160® Smooth Feed SheetsTM RESIDENT 3435 S 160TH ST, APT. # 10 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 11 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 12 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 13 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 14 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 15 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 16 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 17 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 18 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 19 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 20 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 21 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 22 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 23 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 24 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 25 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 26 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 27 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 28 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 29 SEATAC, WA 98188 Use template for 5160® RESIDENT 3435 S 160TH ST, APT. # 30 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 31 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 32 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 33 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 34 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 35 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 36 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 37 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 38 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 39 SEATAC, WA 98188 A i AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Use template for 5160® RESIDENT RESIDENT 3435 S 160TH ST, APT. # 40 3435 S 160TH ST, APT. # 50 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT RESIDENT 3435 S 160TH ST, APT. # 41 3435 S 160TH ST, APT. # 51 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT RESIDENT 3435 S 160TH ST, APT. # 42 3435 S 160TH ST, APT. # 52 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT RESIDENT 3435 S 160TH ST, APT. # 43 3435 S 160TH ST, APT. # 53 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT RESIDENT 3435 S 160TH ST, APT. # 44 3435 S 160TH ST, APT. # 54 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT RESIDENT 3435 S 160TH ST, APT. # 45 3435 S 160TH ST, APT. # 55 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT RESIDENT 3435 S 160TH ST, APT. # 46 3435 S 160TH ST, APT. # 56 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT RESIDENT 3435 S 160TH ST, APT. # 47 3435 S 160TH ST, APT. # 57 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT RESIDENT 3435 S 160TH ST, APT. # 48 3435 S 160TH ST, APT. # 58 SEATAC, WA 98188 SEATAC, WA 98188 RESIDENT 3435 S 160TH ST, APT. # 49 SEATAC, WA 98188 VI AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Use template for 5160® RESIDENT 16006 34TH AVE S, APT # 1 SEATAC, WA 98188 RESIDENT 16006 34TH AVE S, APT # 2 SEATAC, WA 98188 RESIDENT 16006 34TH AVE S, APT # 3 SEATAC, WA 98188 RESIDENT 16006 34TH AVE S, APT # 4 SEATAC, WA 98188 fa AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM RESIDENT 3223 S 160TH ST, APT # 1 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 2 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 3 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 4 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 5 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 6 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 7 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 8 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 9 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 10 SEATAC, WA 98188 !A AVERY® Address Labels vae RESIDENT 3223 S 160TH ST, APT # 11 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 12 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 13 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 14 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 15 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 16 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 17 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 18 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 19 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 20 SEATAC, WA 98188 Use template for 5160® RESIDENT 3223 S 160TH ST, APT # 21 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 22 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 23 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 24 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 25 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 26 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 27 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 28 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 29 SEATAC, WA 98188 RESIDENT 3223 S 160TH ST, APT # 30 SEATAC, WA 98188 Laser 5160® Smooth Feed SheetsTM Use template for 5160® RESIDENT 3831 SO 154TH LANE, APT. 1 TUKWILA, WA 98188 RESIDENT 3831 SO 154TH LANE, APT. 4 TUKWILA, WA 98188 RESIDENT 3831 SO 154TH LANE, APT. 7 TUKWILA, WA 98188 RESIDENT 3824 SO 154TH LANE, APT. 10 TUKWILA, WA 98188 RESIDENT 3824 SO 154TH LANE, APT. 13 TUKWILA, WA 98188 RESIDENT 3824 SO 154TH LANE, APT. 16 TUKWILA, WA 98188 RESIDENT 3816 SO 154TH LANE, APT. 19 TUKWILA, WA 98188 RESIDENT 3816 SO 154TH LANE, APT. 21 TUKWILA, WA 98188 RESIDENT 3816 SO 154TH LANE, APT. 24 TUKWILA, WA 98188 RESIDENT 3819 SO 154TH LANE, APT. 27 TUKWILA, WA 98188 ta AVERY® Address Labels RESIDENT 3831 SO 154TH LANE, APT. 2 TUKWILA, WA 98188 RESIDENT 3831 SO 154TH LANE, APT. 5 TUKWILA, WA 98188 RESIDENT 3831 SO 154TH LANE, APT. 8 TUKWILA, WA 98188 RESIDENT 3824 SO 154TH LANE, APT. 11 TUKWILA, WA 98188 RESIDENT 3824 SO 154TH LANE, APT. 14 TUKWILA, WA 98188 RESIDENT 3816 SO 154TH LANE, APT. 17 TUKWILA, WA 98188 RESIDENT 3816 SO 154TH LANE, APT. 22 TUKWILA, WA 98188 RESIDENT 3819 SO 154TH LANE, APT. 25 TUKWILA, WA 98188 RESIDENT 3819 SO 154TH LANE, APT. 28 TUKWILA, WA 98188 RESIDENT 3831 SO 154TH LANE, APT. 3 TUKWILA, WA 98188 RESIDENT 3831 SO 154TH LANE, APT. 6 TUKWILA, WA 98188 RESIDENT 3824 SO 154TH LANE, APT. 9 TUKWILA, WA 98188 RESIDENT 3824 SO 154TH LANE, APT. 12 TUKWILA, WA 98188 RESIDENT 3824 SO 154TH LANE, APT. 15 TUKWILA, WA 98188 RESIDENT 3816 SO 154TH LANE, APT. 18 TUKWILA, WA 98188 RESIDENT 3816 SO 154TH LANE, APT. 20 TUKWILA, WA 98188 RESIDENT 3816 SO 154TH LANE, APT. 23 TUKWILA, WA 98188 RESIDENT 3819 SO 154TH LANE, APT. 26 TUKWILA, WA 98188 RESIDENT 3819 SO 154TH LANE, APT. 29 TUKWILA, WA 98188 Laser 5160® Smooth Feed SheetsrM Use template for 5160® RESIDENT 3819 SO 154TH LANE, APT. 31 TUKWILA, WA 98188 RESIDENT 3819 SO 154TH LANE, APT. 30 TUKWILA, WA 98188 RESIDENT 3811 SO 154TH LANE, APT. 33 TUKWILA, WA 98188 RESIDENT 3811 SO 154TH LANE, APT. 36 TUKWILA, WA 98188 RESIDENT 3811 SO 154TH LANE, APT. 39 TUKWILA, WA 98188 RESIDENT 3724 SO 154TH LANE, APT. 42 TUKWILA, WA 98188 RESIDENT 3724 SO 154TH LANE, APT. 45 TUKWILA, WA 98188 RESIDENT 3724 SO 154TH LANE, APT. 48 TUKWILA, WA 98188 RESIDENT 15423 38TH LANE SO, APT. 51 TUKWILA, WA 98188 RESIDENT 15423 38TH LANE SO, APT. 54 TUKWILA, WA 98188 RESIDENT 15435 38TH LANE SO, APT. 57 TUKWILA, WA 98188 n AVERY® Address Labels RESIDENT 3811 SO 154TH LANE, APT. 34 TUKWILA, WA 98188 RESIDENT 3811 SO 154TH LANE, APT. 37 TUKWILA, WA 98188 RESIDENT 3811 SO 154TH LANE, APT. 40 TUKWILA, WA 98188 RESIDENT 3724 SO 154TH LANE, APT. 43 TUKWILA, WA 98188 RESIDENT 3724 SO 154TH LANE, APT. 46 TUKWILA, WA 98188 RESIDENT 15423 38TH LANE SO, APT. 49 TUKWILA, WA 98188 RESIDENT 15423 38TH LANE SO, APT. 52 TUKWILA, WA 98188 RESIDENT 15423 38TH LANE SO, APT. 55 TUKWILA, WA 98188 RESIDENT 15435 38TH LANE SO, APT. 58 TUKWILA, WA 98188 RESIDENT 3819 SO 154TH LANE, APT. 32 TUKWILA, WA 98188 RESIDENT 3811 SO 154TH LANE, APT. 35 TUKWILA, WA 98188 RESIDENT 3811 SO 154TH LANE, APT. 38 TUKWILA, WA 98188 RESIDENT 3724 SO 154TH LANE, APT. 41 TUKWILA, WA 98188 RESIDENT 3724 SO 154TH LANE, APT. 44 TUKWILA, WA 98188 RESIDENT 3724 SO 154TH LANE, APT. 47 TUKWILA, WA 98188 RESIDENT 15423 38TH LANE SO, APT. 50 TUKWILA, WA 98188 RESIDENT 15423 38TH LANE SO, APT. 53 TUKWILA, WA 98188 RESIDENT 15423 38TH LANE SO, APT. 56 TUKWILA, WA 98188 RESIDENT 15435 38TH LANE SO, APT. 59 TUKWILA, WA 98188 Laser 5160® Smooth Feed SheetsTM Use template for 5160® RESIDENT 15435 38TH LANE SO, APT. 60 TUKWILA, WA 98188 RESIDENT 15435 38TH LANE SO, APT. 63 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 66 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 69 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 72 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 75 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 78 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 81 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 84 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 87 TUKWILA, WA 98188 IA AVERY® Address Labels RESIDENT 15435 38TH LANE SO, APT. 61 TUKWILA, WA 98188 RESIDENT 15435 38TH LANE SO, APT. 64 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 67 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 70 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 73 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 76 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 79 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 82 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 85 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 88 TUKWILA, WA 98188 RESIDENT 15435 38TH LANE SO, APT. 62 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 65 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 68 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 71 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 74 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 77 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 80 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 83 TUKWILA, WA 98188 RESIDENT 15443 38TH LANE SO, APT. 86 TUKWILA, WA 98188 RESIDENT 15448 38TH LANE SO, APT. 89 TUKWILA, WA 98188 1 scar S11A® Smooth Feed SheetsTM RESIDENT 15448 38TH LANE SO, APT. 90 TUKWILA, WA 98188 RESIDENT 15448 38TH LANE SO, APT. 93 TUKWILA, WA 98188 RESIDENT 15448 38TH LANE SO, APT. 96 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 99 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 102 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 105 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 108 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 111 TUKWILA, WA 98188 RESIDENT 15426 38TH LANE SO, APT. 114 TUKWILA, WA 98188 RESIDENT 15426 38TH LANE SO, APT. 117 TUKWILA, WA 98188 n n AVERY® Address Labels RESIDENT 15448 38TH LANE SO, APT. 91 TUKWILA, WA 98188 RESIDENT 15448 38TH LANE SO, APT. 94 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 97 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 100 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 103 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 106 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 109 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 112 TUKWILA, WA 98188 RESIDENT 15426 38TH LANE SO, APT. 115 TUKWILA, WA 98188 RESIDENT 15426 38TH LANE SO, APT. 118 TUKWILA, WA 98188 Use template for 5160® RESIDENT 15448 38TH LANE SO, APT. 92 TUKWILA, WA 98188 RESIDENT 15448 38TH LANE SO, APT. 95 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 98 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 101 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 104 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 107 TUKWILA, WA 98188 RESIDENT 15438 38TH LANE SO, APT. 110 TUKWILA, WA 98188 RESIDENT 15426 38TH LANE SO, APT. 113 TUKWILA, WA 98188 RESIDENT 15426 38TH LANE SO, APT. 116 TUKWILA, WA 98188 RESIDENT 15426 38TH LANE SO, APT. 119 TUKWILA, WA 98188 Laser 5160® Smooth Feed SheetsTM Use template for 5160® RESIDENT 15426 38TH LANE SO, APT. 120 TUKWILA, WA 98188 ria AVERY® Address Labels Laser 516(1® Smooth Feed SheetsTM RESIDENT 15815 40TH PLACE SOUTH #101 TUKWILA, WA 98188 RESIDENT 15815 40TH PLACE SOUTH #102 TUKWILA, WA 98188 RESIDENT 15815 40TH PLACE SOUTH #103 TUKWILA, WA 98188 RESIDENT 15815 40TH PLACE SOUTH #201 TUKWILA, WA 98188 RESIDENT 15815 40TH PLACE SOUTH #202 TUKWILA, WA 98188 RESIDENT 15815 40TH PLACE SOUTH #203 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #104 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #105 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #106 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #107 TUKWILA, WA 98188 ftoir RESIDENT RESIDENT 15825 40TH PLACE SOUTH #108 15825 40TH PLACE SOUTH #308 TUKWILA, WA 98188 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #204 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #205 TUKWILA, WA 98188 RESIDENT 15815 40TH PLACE SOUTH #206 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #207 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #208 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #304 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #305 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #306 TUKWILA, WA 98188 RESIDENT 15825 40TH PLACE SOUTH #307 TUKWILA, WA 98188 Use template for 5160® RESIDENT 3920 S 159TH PL #109 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #110 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #111 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #112 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #113 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #209 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #210 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #211 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #212 TUKWILA, WA 98188 El Address Labels Laser 5160® Smooth Feed SheetsTM RESIDENT 3920 S 159TH PL #213 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #214 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #309 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #310 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #311 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #312 TUKWILA, WA 98188 RESIDENT 3920 S 159TH PL #313 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #114 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #115 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #116 TUKWILA, WA 98188 //.� AVERY ' Address Labels RESIDENT 3905 S 159TH PL #117 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #214 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #215 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #216 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #217 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #314 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #315 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #316 TUKWILA, WA 98188 RESIDENT 3905 S 159TH PL #317 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #118 TUKWILA, WA 98188 Use template for 5160® RESIDENT 3810 S 159TH PL #119 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #120 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #121 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #218 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #219 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #220 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #221 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #318 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #319 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #320 TUKWILA, WA 98188 1 acar 4141fle Smooth Feed SheetsTM RESIDENT 3810 S 159TH PL #320 TUKWILA, WA 98188 RESIDENT 3810 S 159TH PL #321 TUKWILA, WA 98188 RESIDENT 15820 38TH PL S #122 TUKWILA, WA 98188 RESIDENT 15820 38TH PL S #123 TUKWILA, WA 98188 RESIDENT 15820 38TH PL S #124 TUKWILA, WA 98188 RESIDENT 15820 38TH PL S #222 TUKWILA, WA 98188 RESIDENT 15820 38TH PL S #223 TUKWILA, WA 98188 RESIDENT 15820 38TH PL S #224 TUKWILA, WA 98188 RESIDENT 15820 38TH PL S #322 TUKWILA, WA 98188 RESIDENT 15820 38TH PL S #323 TUKWILA, WA 98188 rit AVERY® Address Labels RESIDENT 15820 38TH PL S #324 TUKWILA, WA 98188 RESIDENT 15805 40TH PL S. TUKWILA, WA 98188 Use template for 5160® 1 acar c14(1® Smooth Feed SheetsTM RESIDENT 15434 38TH TERRACE, APT. 101 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 102 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 103 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 104 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 105 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 106 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 107 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 108 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 201 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 202 TUKWILA, WA 98188 AVERY® Address Labels RESIDENT 15434 38TH TERRACE, APT. 203 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 204 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 205 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 206 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 207 TUKWILA, WA 98188 RESIDENT 15434 38TH TERRACE, APT. 208 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 101 TUKWILA, WA 98188 RESIDENT 15424 38TH TERRACE, APT. 102 TUKWILA, WA 98188 RESIDENT 15424 38TH TERRACE, APT. 103 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 104 TUKWILA, WA 98188 Use template for 5160® RESIDENT 15442 38TH TERRACE, APT. 105 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 106 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 107 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 108 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 109 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 110 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 201 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 202 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 203 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 204 TUKWILA, WA 98188 Laser 5160® Smooth Feed SheetsTM RESIDENT 15442 38TH TERRACE, APT. 205 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 206 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 207 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 208 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 209 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 210 TUKWILA, WA 98188 RESIDENT 15442 38TH TERRACE, APT. 211 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 101 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 102 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 103 TUKWILA, WA 98188 AVERY® Address Labels RESIDENT 15445 38TH TERRACE, APT. 104 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 105 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 106 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 107 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 108 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 109 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 110 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 201 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 202 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 203 TUKWILA, WA 98188 Use template for 5160® RESIDENT 15445 38TH TERRACE, APT. 204 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 205 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 206 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 207 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 208 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 209 TUKWILA, WA 98188 RESIDENT 15445 38TH TERRACE, APT. 210 TUKWILA, WA 98188 Laser 5160® Smooth Feed SheetsTM RESIDENT 15428 39TH LANE S., APT 101 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 102 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 103 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 104 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 105 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 106 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 107 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 108 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 201 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 202 TUKWILA, WA 98118 es AVERY® Address Labels RESIDENT 15428 39TH LANE S., APT 203 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 204 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 205 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 206 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 207 TUKWILA, WA 98118 RESIDENT 15428 39TH LANE S., APT 208 TUKWILA, WA 98118 Use template for 5160® 1 =car C14110 Smooth Feed SheetsTM Use template for 5160® CMC INVESTMENTS, INC. DOLLAR RENT A CAR PO BOX 68428 SEATTLE, WA 98168 -0424 ACE HARDWARE STORE 15848 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 RICHARD'S BARBER SHOP 15844 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 EL CHARRO RESTAURANT 15838 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 AVERY® Address Labels Laser 5160® FOR STAFF USE ONLY Sierra Type P -CUP Planner: File Number: Z____v/.4 -01,4 0 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: ST7t. 444Scoq RtV627 t1e16ItTS LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. LEwaS 44 CL4Q4 Ttt4h72E ! C$7-0 AICA(IG 41414.44) Sour+l 1 9,8 f$$ 1 7.2.2.3001 o2� Quarter: 511/41 Section: 22 Township: 2.3 Range: I/ (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City stag • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Address: 5(etj f►tST AVE/Jt/E S,ouT$4 S TS La) SE/1 - 771 - E Wf le /09 Phone: DE. g- 266 I 6/317 FAX: 206 903 86/3 Na+buz Toe 2(S ggoS Signature: ' CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us ,TEFF S 4 rM / p ?S per- 4-7(T to) L Less CONDITIONAL USE PERM, o ?Op4 Date: -7 l2 / FM' Check items subm with, application Information Required May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATI N MATERIALS: JU( 0 c ` 1. Application Checklist (1 copy) indicating items submitted with application. O 4 tii ✓ 2. Completed Application Form and drawings (5 copies). pti / 3. One set of all plans reduced to 8 1/2" by 11 ". One complete set of PMTs of the final Arawing set will be required prior to final approval. 4. Application Fee $2,000. C/C IPT 5. SEPA Environmental Checklist (see SEPA Application Packet). PUBLIC NOTICE MATERIALS: 'rel9 6. King County Assessor's map(s) that shows the location of each property within 500 ft. of the subject lot. 89 7. Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings - -e.g. apartments, condos, trailer parks- -must be included (see Public Notice Materials section of SEPA Application packet). 1135) 8. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that the application is complete (see Public Notice Materials section of SEPA Application packet). PROPERTY INFORMATION: /9. Vicinity Map with site location. SEE pG ?o D. Q 10. If new construction is proposed document sewer and water availability if provided by other than the City of Tukwila. PROJECT DESCRIPTION AND ANALYSIS: ✓� 11. A written discussion of project consistency with decision criteria. (See Application) b MA 12. If additional impervious surface is proposed submit a Technical Information Report (11R) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. WA 13. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). SITE PLAN. 14 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36 ". /j (b) Existing and proposed building footprints. ✓ (c) Dash in required setback distances from all parcel lot lines. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). Check items subm submitted with application Information Required May be waived in unusual cases, upon approval of both Puiic Works and Planning �'C� t rUC ✓ (d) Fire access lanes and turn - arounds per Fire Department standards. U2 O / (e) Parking lots with dimensioned stalls and drive aisles. p M ✓ (f) Loading and service areas. 4- op M E 7 (g) Fences, rockeries and retaining walls. / (h) Pedestrian connections between the building entrance(s) and the sidewalk/public street. LANDSCAPE PLAN: DO et 15 (a) Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". t' A (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: NJ) k( 16 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36 ". N I hi, (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. r ,l 14, (c) Show all trees over 4" caliper, indicating those to be retained. OAT (d) Proposed lot and tract lines. CIVIL PLANS (If any site changes are proposed): / J j4p,/ 17 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36 ". 11 /49 (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. /Vle (c) Existing (dashed) and proposed (solid) topography at 2' intervals. NMI (d) Total expected cut and fill. /Jig (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main) No capacity calcs, invert depth, valve locations or the like are needed. IJ (f) If additional impervious surface is proposed provide a storm drainage design at least 90% complete, which meets the TIR and KCSWDM. Include all storm drainage maintenance access and safety features. Call out total existing and proposed impervious surface in square feet. N 4 q 4' (g) Locate the nearest existing hydrant and all proposed hydrants. �p (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. Plifti (i) Plan, profile and cross- section for any right -of -way improvements. /v/ (j) Show planned access to lots, driveways, fire access lanes and turn - arounds. OTHER: 18. If new construction is proposed provide dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. pl 19. If site lighting changes are proposed provide a l uminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot - candles), and measures to shield adjacent properties from glare. N T 20. All existing and proposed signage with sign designs and locations. il1 « 21. Any other drawings or materials needed to explain your proposal. CITY OF TUKWILA DepwsmartofCommwd yDevdopment 6300 Soudtcenta•Boulevm4 Tukwila WA 98188 Telephone: (206) 4313670FIX(206) 4313665 &mall tukplaneci.tnkwila.waus AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OFYINO The undersigned being duly swam and won osdlatab as Wow= 1. I Ira 4ecaaent owner ofthepcopayyIda &66c oddest aids application. 2. All stattassits contained in the applicstkins havebeen prepared by use army agessa =dans broad =act to Escheat ofmy knowledge. 3. Ile application is being satiated with myk oowloige and oament. 4. OR'n:ppmb the City, its ampkryees aBeatr, mgmeaa, 000tsacboaisafststeptaentativrstbesctomta •upCnohs looatedat 15820 Tukwila International Blvd., Seattle, .WA 98 fcrrocimpaseofappliationteview, foribellaited $menecaeaybOcompiete8hdpaposa • • S. Or aims b hold the City harmless for say las or damage kt pea= ceproperty =wing on the pdvate pnverty during theCity's •ertgapantbepropetty, Wend= loss or damage is the resnk *Mc sole negligence °Meaty. 6. Meaty abaII. at fit auction , cancel the appliatiou without alma Wee; IfdasppBaot does not =pmdbspedEcscgaatsibrlane m the 'Complete Application a ecklisrwithinai y days. 7. Noneespansiveoes baCity infannationevest fx s ii n*f encore& AsbaIIbeea ancel theappliatieo (s) withaun5mdof Encamp r 14-0 t David Schooler a (mi) 600 106th Ave NE, #200, 425) 455 - 8167 � l� Coo64 Otitis daypesswally aimed 'before me D auA S !.h u c i t pma known bbe the individnalwho misted t8e foregoing fr meat and acknowkdged that Ms signed the same as MAK sanctity act and deed 1 x the men epoea and p aamtiooed AND3WORNTO BEPOREIdE ONDim ZS DAY OF , 'Z�0 a ti O 41t1.:474k rj.. % m g ° s U o C-- • 4 m y cammiwo oats as 9— 1 Yi ' o S I % °U ' LAG ' - 1'' l �l s ,~ , 9. 18 .oli ' `)fl (C:r-k tQ�a J ellevue, WA 98004