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Home My WebLink AboutPermit L06-065 - WALTON TODD - CHA SOUTHCENTER CONDITIONAL USE PERMITCLEARWIRE WA SEA 119 E (DOUBLETREE) 16500 SOUTHCENTER PY L06-065 To: Mr. Todd Walton Clearwire 5808 Lake Washington Blvd NE, STE 300 Kirkland, WA 98033 cc. LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: City Of Tukwila • • city of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION October 30, 2006 King County Assessor's Office At the October 26, 2006 public hearing, the Planning Commission approved the applicant's Conditional Use Permit (CUP) application. The Planning Commission approved the applicant's request for a Conditional Use Permit (CUP) to install wireless communication antennas on the existing Doubletree Inn located with the City's Urban Center. The Planning Commission approved the application with no conditions. PROJECT BACKGROUND FILE NUMBER: APPLICANT: OWNER: REQUEST: L06 -065 Todd Walton, Clearwire CHA Southcenter LLC Clearwire is proposing to install a wireless communication facility at the Doubletree located within the Tukwila Urban Center. The facility will include, three antennas, two BTS units, and three microwave dishes. The antennas, BTS units, and microwave dishes will be mounted to the existing penthouse located on the top of the Doubletree structure. The associated cabinet equipment will be located on the roof beneath the parapet wall. 16500 Southcenter Pkwy Building Permit Exempt COMPREHENSIVE PLAN/ ZONING: Tukwila Urban Center (TUC) Steven M. Mullet, Mayor Page 1 10/30/2006 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Property owners affected by this decision may request a change in valuation for property tax purposes notwithstanding any program of revaluation. APPEALS The period for administrative appeals is 14 -days, starting from the issuance of this Notic:e of Decision. The administrative body hearing the appeal is the City Council. All appeal materials shall be submitted to the Department of Community Development. Appeal materials shall contain: 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 received notices on the appealing party's behalf, and 3. A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed, the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 4. An appeal fee of $100. The public notice sign must be removed from the site by the applicant after the appeal period has expired, unless an appeal is filed with the City. Project materials including the application, any staff reports, and other studies related to the permit(s) are available for inspection at the Tukwila Dept. of Community Development; 6300 Southcenter Blvd.; Suite 100; Tukwila, WA; from Monday through Friday, between 8:30 AM to 5:00 PM. The project planner is Brandon J. Miles, who may be contacted at (206) 431.3684 or by email at bmiles @ci.tukwila.wa.us. Brandon J. Miles Assistant Planner City of Tukwila • City Of Tukwila Page 2 10/30/2006 City of Tukwila Department of Community Development Steve Lancaster, Director STAFF REPORT TO THE PLANNING COMMISSION PREPARED October 18, 2006 HEARING DATE: October 26, 2006 Steven M Mullet, Mayor NOTIFICATION: On October 12, 2006 a combined Notice of Application and Notice of Hearing was posted on the site and mailed to surrounding property owners and tenants. Notification of the public hearing was also published in the Seattle Times on October 13, 2006. FILE NUMBER: L06 -065 Conditional Use Permit APPLICANT: Todd Walton on behalf of Clearwire OWNER: CHA Southcenter LLC REQUEST: The construction and operation of a Wireless Telecommunications Facility. LOCATION: 16500 Southcenter Pkwy ASSOCIATED PERMITS: None SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN DESIGNATION: Tukwila Urban Center (TUC) ZONE DESIGNATION: Tukwila Urban Center (TUC) STAFF: Brandon J. Miles, Assistant Planner ATTACHMENTS: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Staff Report to the Planning Commission L05 -045 NEXTEL at 44th Ave S Page 2 of 6 The City of Tukwila has just adopted a new wireless telecommunications chapter. The new chapter will be effective October 24, 2006. The applicant submitted the application prior to the effective date of the new chapter and thus is vested under the existing Conditional Use Permit process. Q: \CUP \CLEARWIRE, L06 -017 \staff report.doc A. Conditional Use Permit application B. Construction Plans for the proposed installation C. Photo simulations D. Aerial Photo E. Affidavit of Qualification and Certification for Cleawire for a Personal Wireless Facility F. Applicant's response to conditional use criteria. Staff Report to the Planning Commission L05 -045 NEXTEL at 44 Ave S Page 3 of 6 Vicinity /Site Information Project Description Size Specification: Panel Antennas BTS Units Microwave Dishes GPS Antenna Existing Development Surrounding Land Uses Q: \CUP \CLEARWIRE, L06- 017 \staff report.doc FINDINGS Clearwire has requested a Conditional Use Permit for the construction and operation of a wireless telecommunications facility at 16500 Southcenter Parkway. Clearwire provides wireless internet to both residential and commercial users. The applicant has proposed to locate three panel antennas, two BTS units, two microwave dishes, and a GPS antenna on the penthouse portion of the Doubletree Inn. Approximately 7' by 2' 11" (See Sheet CO5, detail 6) Approximately 5' by 1' 7" (See Sheet CO5, detail 3) 2 feet in diameter (See Sheet CO5, detail 5) Approximately 6' by 5' (See Sheet CO5, detail 7) The applicant will lease 49 square foot area for the placement of the associated cabinet equipment. The cabinet equipment will be placed below the parapet wall. The Doubletree Inn with associated parking currently occupies the site (See Attachment D, Aerial Photo). The height of the building for the Doubletree Inn is approximately 80 feet. A penthouse structure is located on the top of the roof and the penthouse is an additional nine feet above the roofline. An existing antenna array extends from the top of the penthouse structure. There are three other wireless telecommunications providers located on the Doubletree Inn. The providers include, Cingular, Sprint, and Qwest and all three providers are operating under previously approved CUPs. Surrounding land uses are predominately commercial. Tukwila Pond is located directly to the east of the Doubletree property (See Attachment D: Aerial Photo). 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 F. 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 facility will be located on an existing commercial building within the Tukwila Urban Center. Only authorized personnel will have access to the roof -top area. The applicant has provided documentation that the proposed facility will be within FCC standards for maximum exposure to radio frequency energy (See Attachment E). (2) The proposed use shall meet or exceed the performance standards that are required in the district it will occupy. The proposed facility will be located on an existing commercial structure which meets setbacks for the TUC zone. The maximum height within the TUC zone is 115 feet. The applicant's antennas will be flush mounted to the existing penthouse structure which has an elevation of approximately 90 feet. The applicant has not proposed any additional parking for the proposed facility. (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. There are no new buildings proposed for this project, instead the applicant is installing the wireless communication facility on an existing commercial building. Staff Report to the Planning Commission, L06 -065 Doubletree Site, Clearwire Page 5 of 6 (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 applicant is proposing antennas and dishes that will be mounted on the walls of an existing commercial structure. The equipment will not extend above the existing roofline as a result of this project. 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 location on an existing building instead of constructing a new freestanding pole. All cabinet equipment will be placed on the roof the building. The applicant is not proposing to utilize a generator, which means the site will not have any impact on noise. CONCLUSIONS 1. The proposal to install an antenna on an existing commercial building will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity. The applicant has submitted documentation that the antennas will meet Federal regulations for frequency emissions. By locating the operating equipment on a secured roof, potentially hazardous operating equipment has been made inaccessible to the public. 2. The proposed project meets the performance standards that are required in the TUC zone. 3. The proposed project is compatible with the surrounding land uses in terms of traffic and pedestrian circulation, building and site design. The traffic generated from the facility will be minimal and will not have an impact on Q: \CUP \CLEARWIRE, L06- 017\staff report.doc Staff Report to the Planning Commission, L06 -065 Doubletree Site, Clearwire Page 6 of 6 surrounding properties. 4. No noise will be generated from the new antennas or ground equipment associated with this application. 5. The wireless communications facility has been designed in a way to minimize any visual impact from the project. The size of the Doubletree Inn will dwarf the antennas placed on the roof top. The parapet walls will conceal the cabinet equipment from view. 6. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan, because it is a building co- location. Q: \CUP \CLEARWIRE, L06- 017 \staff report.doc RECOMMENDATIONS Staff recommends approval of the Conditional Use Permit as presented with no conditions. FOR STAFF USE ONLY Sierra Type P-CUP Planner File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 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 0 AI'I'LICAT) (1- Emewt,eE w4 -sEJ - 1/9 - E f �r_wl t Lbv.t/ / Taft - LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. lbs car f l LET ALL TAX LOT NUMBERS (this information may be found on your tax statement). .y37 300 b2- DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • 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. N a m e : T o d - t i t$Qt -ion / C ear u.) t t' e— Address: SSbg / Va < LOas k'r n5i 81 tea NE 37E 360 rkJanc t 1.011 9S533 FAX: 02o4 334-11/60 Phone: (204, 34:4- ?reeve B-math We- 4 CAtMCai neL Signature: P$Plsmmng , APyliMio,sICUP Aw- Otte 2t Obdoc ATTACHMENT A Date: &pt PlY O 7 000(0 linte R E !VED SEP 1 q 1flnR CiUlYlnl.i��. , DEVELOPMENT CONDITIONAL USE PERMIT APPROVAL BLOCK THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. SITE ACQUISITION DATE OWNER APPROVAL DATE DRAWING INDEX T01 NO1 CO1 CO2 CO3 CO3.1 C04 CO5 E01 S01 TITLE SHEET GENERAL NOTES SITE PLAN ENLARGED ANTENNA ROOF PLAN AND EQUIPMENT PLAN ELEVATIONS - NORTH AND WEST ELEVATIONS - SOUTH AND EAST EQUIPMENT SPECIFICATIONS ANTENNA DETAILS ELECTRICAL AND GROUNDING PLANS, ELECTRICAL DETAILS STRUCTURAL NOTES AND DETAILS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLEARWIRE IS STRICTLY PROHIBITED. APPROVAL BLOCK SITE ACQUISITION DATE LAND USE REP. DATE RF ENGINEER DATE CONSTRUCTION ENGINEER DATE TEAM LEAD DATE PRODUCTION LEAD DATE OTHER DATE ■ CORNERS 011 ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 SYMBOLS AND ABBREVIATIONS (N) NEW (E) EXISTING POWER P P P TELCO T T T — POWER/TELCO — T/P T/P T/P T/P — COAX COM COAX OVERHEAD POWER — OH OH OH OH — CENTERLINE Cell 2 Working Days Before You Dip 1- 800 -424 -5555 Utilities Underground Location Center (ID.MT,ND,ORWA) clearw°re 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 VICINITY MAP STARTING FROM 1 -405 AND 1 -90. TAKE 1 -405 SOUTH EXIT TOWARDS RENTON. TAKE THE SOUTHCENTER BLVD EXIT TOWARDS SOUTHCENTER MALL. TURN RIGHT ON 61st AVENUE S. TURN RIGHT ON SOUTHCENTER PKWY, ARRIVE AT 16500 SOUTHCENTER PKWY ON THE LEFT LATITUDE (NAD 83): N 47° 27' 15.4" LONGITUDE (NAD 83): W 122° 15 38.3" TOP OF STRUCTURE: 89 -8% AGL DRIVING DIRECTIONS SITE GPS COORDINATES TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 clearw*re SITE NUMBER: WA- SEA -119 -E SITE NAME: TUKWILA DOUBLETREL 1 0 NO. 9-07-06 8-30-06 DATE SCALE: AS SHOWN I DESIGNED BY: MWO PROJECT INFORMATION SCOPE OF WORK SITE ADDRESS: 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 APPLICANT: CLEARWIRE US LLC JURISDICTION: TUKWILA CURRENT USE: TELECOMMUNICATIONS PROPOSED USE: TELECOMMUNICATIONS PROPERTY OWNER CHA SOUTHCENTER LLC do AGENT: CIROSERVE INC 1001 4TH AVENUE, PLAZA 4500 SEATTLE, WA 98154 (206) 575-8220 PARCEL #: 6437300020 THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF NEW CLEARWIRE ANTENNAE AND MICROWAVES MOUNTED ON THE FACE OF AN EXISTING PENTHOUSE AND A NEW CLEARWIRE EQUIPMENT CABINET MOUNTED UPON AN ABANDONED ROOF MOUNTED PLATFORM. EXPIRES: 02/15/ SITE QUALIFICATION PARTICIPANTS NAME COMPANY NUMBER NE: MARK OLSON CORNERSTONE ENGINEERING INC. (425) 487 -1732 SAC: ELLEN BACHO CLEARWIRE (206) 779 -5968 CONSTRUCTION: MIKE JANSSEN PACIFIC TELECOM SERVICES (206) 265 -1747 LANDLORD: TOM DEZUTTER DOUBLETREE GUEST SUITES (206) 777 -3888 PERMITTING: TODD WALTON CLEARWIRE (206) 334 -4116 RF ENGINEER: THOMAS TRAN CLEARWIRE (206) 321 -2877 UTILITY CONTACTS POWER COMPANY PUGET SOUND ENERGY CONTACT: (425) 452 -1234 TELEPHONE COMPANY RECEIV QWEST COMMUNICATIONS CONTACT: (206) 241 -2715 SEP 19 20 DEVELOPAOEN7 REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS US DRA BY JDG MW CHK MWO MWO APP DRAWN BY: DRA Attachment B CORNERSTONE ENGINEERING INC. WOODINVILLE, WA TITLE SHEET DRAWING NUMBER IREV WA- SEA - 119 -E- T01 1 6 5 4 3 2 1 6 D C B A CitNEKAL NU I ES: 1.' DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, CINGULAR REPRESENTATIVE PRIOR TO START OF WORK 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARS THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 4. THE ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR RESPONSIBILITY OF NOTIFYING ON WRITING) THE ARCHRECT/ENGNEER OF ANY CONFLICTS, ERROR OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE EXTENSIVE WORK UNLESS DIRECTED OTHERWISE. 5. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURERS/VENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. B. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 9. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VAUD CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ENGINEER'S SIGNED WET STAMP. 10. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION. 12. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 13. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE ATE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE. 15. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 16. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEIUNG, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH AU. EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 17. TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION ACKNOWLEDGING APPLICATION FOR POWER WITH THE POWER COMPANY. 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY CLIENT'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE CINGULAR REPRESENTATIVE. CORNERS1rONE - ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 c 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 GENEKAL NU I ES UUN I INUEU: 21. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN R IS THE CONTRACTORS AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING AU. NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK 22. 23. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 24. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 27. SITEWORK NOTES: ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 4. 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. 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 6. 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 CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 1. 7. ALL EXISTING INACTIVE SEWER, WATER GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND SHALL BE GAPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK SUBJECT TO THE APPROVAL OF ENGINEERING. 8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK 1. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AI OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE CINGULAR CONSTRUCTION MANAGER PRIOR TO STARTING WORK CONCRETE NOTES: ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AG 301, ACI 318 AND THE SPECIFICATION CAST- IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 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 CLASS'S' AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STFFI UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3IN. CONCRETE EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 IN. #5 AND SMALLER 8 WWF 112 IN. 5. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL .3/4IN. BEAMS AND COLUMNS 112 IN. 6. A 12' TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE EXPANSIONNVEDGE ANCHORS SHALL BE 1/8' LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REPAR WHEN DRIWNG HOLES IN THE ELEVATED SLAB. 7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 8. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEL TO WITHIN t 1°. SURFACE FLATNESS SHALL BE t 1/16' PER YARD. TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 0 NO. 9-07-06 8-30-06 DATE A1313KEVIA I IONS: AFF AFG AFS ALUM AB L ARCH STS BLDG BM BOT B.O. BOC BOS CJ CCLG CLR CMU COL CONC CONTT CONT CTR DIA / DTI (E) EA EJ ELEC EL EQ EW EXP EXT FD FIN FIN FUR FUR FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIGELECTRI ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HEIGHHOB T J EXPIRES: 02/15/0 HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP PCS PR PSI PSF PT NF 'D RAW SCHED SECT SF SIM SQ FT SS STD STL STRUC TEMP K T.O. TOS TOC TYP UNO VERT W/ WWM JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE MESH SYMBOLS: REVISION BUG ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION BUG ATOP 9F a .. EL 0 -0 A DETAIL NUMBER 4i) SHEET NUMBER DETAIL NUMBER SHEET NUMBER 41 0ETAIL NUMBER SHEET NUMBER RECEIVED 1 SEP 19 200E COMMUNITY DEVELOPMENT REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS SCALE: AS SHOWN DESIGNED BY: MWO US DRA BY _ JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA CORNERSTONE ENGINEERING INC. WOODINVILLE, WA GENERAL NOTES DRAWING NUMBER I REV SEA - 119 -E- N01 1 WA- 6 5 4 j 3 2 D C B A NOTE: NOT A SITE SURVEY NO ADDITIONAL LANDSCAPING INCLUDED IN THIS PROJECT CORNERS1rONE ®• ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 TL# 5379200282 TL# 5379200290 ADJACENT ZONING ZONE: TUC TL# 5379200300 —J w a 0 a J TL# 2823049021 TL# 2623049137 clearw °re 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 w � I a ; IN 0 0 co I PROPERTY LINE N 89 °45'58' W 255.51' ASPHALT PARKING TL# 6437300020 PROPERTY LINE N 89 °45'58' W 197.67' PROPOSED TELCO ROUTING PROPOSED TxT LEASE AREA -' 1-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII_ (E) - BUILDING _ I 1111111111111111111111 L_ L ADJACENT ZONING L ONE: TUC TL# 2623049104 TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 0 NO. PROPERTY LINE S 89 °45'58° E 350.00' \ � 0 (E) BUILDING ADJACENT ZONING ZONE: TUC ASPHALT PARKING PROPERTY LINE S 89 °45'58" E 407.84' 9-07 -08 8 -30-06 DATE ASPHALT PARKING TL# 2623049102 (E) ROOFTOP PENTHOUSE PROPOSED COAX ROUTING PROPOSED POWER ROUTING TL# 2623049128 TL# 2623049005 ADJACENT ZONING ZONE: TUC TL# 2623049062 SITE PLAN 22x34 SCALE: V = 50-0" 111x17 SCALE: V = REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS SCALE: AS SHOWN I DESIGNED BY: MWO US DRA BY JDG MWO CHK RECEIVED SEP 191006 COMMUNITY DEVELOPMENT MWO MWO APP'D DRAWN BY: DRA EXPIRES: 02/15/ 0gi PLAN NORTH 50 0 50' 100' CORNERSTONE ENGINEERING INC. WOODINVILLE, WA SITE PLAN DRAWING NUMBER I REV SEA - 119 -E- C01 1 WA- 6 5 4 3 � 2 D C B A i 1 (E) SUPPORT FRAME POST co NERS1roNE ® ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 1 -8 L w 1T-9" 18' -T ( E) ROOF w E) ROOF 3' 4" 7-4 1/2" 7-4 1/2" J PROPOSED SITE SUPPORT CABINET PROPOSED TxT LEASE AREA 0 w (E) 3/4'x1/8' (4) 13/16" O.C. GALV STEEL GRATING (E) W10x22 � l clearw °re 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 (J EQUIPMENT PLAN 22x34 SCALE: 1/2" =1' -0" 111x17 SCALE: 1/4 " =1' -0" (E) ANTENNA ARRAY TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 2 ANTENNA PENTHOUSE PLAN 22x34 SCALE: 1/T =1' -0' 111x17 SCALE: 1/4" =1' -0" A (E) ANTENNA ARRAY 1 0 NO. 9-07-06 8 -30-06 DATE (E) UPPER ROOF (E) ELEVATOR PENTHOUSE ROOF SCALE: AS SHOWN I DESIGNED BY: MWO PROPOSED CLEARWIRE ANTENNA MOUNT W/ (1) ANTENNA & BTS 2'-6" REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS US DRA BY JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA PROPOSED CLEARWIRE ANTENNA MOUNT W/ (1) ANTENNA & BTS PROPOSED CLEARWIRE ANTENNA MOUNT WI (2) MICROWAVE DISHES (E) ANTENNA ARRAY 1 \` PROPOSED CLEARWIRE ANTENNA MOUNT W/ (2) MICROWAVE DISHES (E) STAIRS Lk \ (E) ROOF PROPOSED CLEARWIRE ANTENNA MOUNT WI (1) MICROWAVE DISH &(1)ANTENNA &BTS SIM SIM 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA ENLARGED ANTENNA ROOF PLAN EQUIPMENT PLAN DRAWING NUMBER REV WA-SEA-119-E- CO2 1 D C B RED D SEP l ECEIV g 20Db EVE L OP ME N BENT A 1 E I / \ \ i 1 (E) SUPPORT FRAME POST co NERS1roNE ® ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 1 -8 L w 1T-9" 18' -T ( E) ROOF w E) ROOF 3' 4" 7-4 1/2" 7-4 1/2" J PROPOSED SITE SUPPORT CABINET PROPOSED TxT LEASE AREA 0 w (E) 3/4'x1/8' (4) 13/16" O.C. GALV STEEL GRATING (E) W10x22 � l clearw °re 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 (J EQUIPMENT PLAN 22x34 SCALE: 1/2" =1' -0" 111x17 SCALE: 1/4 " =1' -0" (E) ANTENNA ARRAY TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 2 ANTENNA PENTHOUSE PLAN 22x34 SCALE: 1/T =1' -0' 111x17 SCALE: 1/4" =1' -0" A (E) ANTENNA ARRAY 1 0 NO. 9-07-06 8 -30-06 DATE (E) UPPER ROOF (E) ELEVATOR PENTHOUSE ROOF SCALE: AS SHOWN I DESIGNED BY: MWO PROPOSED CLEARWIRE ANTENNA MOUNT W/ (1) ANTENNA & BTS 2'-6" REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS US DRA BY JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA PROPOSED CLEARWIRE ANTENNA MOUNT W/ (1) ANTENNA & BTS PROPOSED CLEARWIRE ANTENNA MOUNT WI (2) MICROWAVE DISHES (E) ANTENNA ARRAY 1 \` PROPOSED CLEARWIRE ANTENNA MOUNT W/ (2) MICROWAVE DISHES (E) STAIRS Lk \ (E) ROOF PROPOSED CLEARWIRE ANTENNA MOUNT WI (1) MICROWAVE DISH &(1)ANTENNA &BTS SIM SIM 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA ENLARGED ANTENNA ROOF PLAN EQUIPMENT PLAN DRAWING NUMBER REV WA-SEA-119-E- CO2 1 D C B RED D SEP l ECEIV g 20Db EVE L OP ME N BENT A ANTENNA PLAN - PROPOSED ANTENNA INFORMATION 22x34 SCALE: NTS 111x17 SCALE: NTS CORNERS1rONE ® ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 3 NORTH ELEVATION 22x34 SCALE: 1/16" =1'-0' 111x17 SCALE: 1/8•=1'-0" EXPIRES: 02/15/ 31 (E) ANTENNA ARRAY 0 11 1 I (E) ANTENNA ARRAY PROPOSED CLEARWIRE ANTENNA ARRAY 01 1111111111111III11I11 II I I0 IIIIIIIIIIIIII11IIIIIIII)11 IIIIF IIIIIIIIII I11111II - 111II 11 I 1 I I II I I I IF I I I_1 I I 1 II 1 1 I l l 11 1 1 1 11 1 1 1 11 1 1 1 Ir - I I I n 1 1 1 1111111 Him! 111In111111 3 PROPOSED SITE SUPPORT CABINET 8Th FLOOR 7TH FLOOR 6TH FLOOR 5TH FLOOR 4Th FLOOR 3RD FLOOR 2ND FLOOR TOP OF PENTHOUSE Ap EL 89' -8"t AGL TOP OF PARAPET Ab EL 80' -1"t AGL ROOF GRADE A EL 73' -1"t AGL GRADE Aiu EL 0' -0' (ASSUMED) /SEP 1 9 2O0 WEST ELEVATION 22x34 SCALE: 1/16•=1' -0" 111x17 SCALE: 1/8" =1' -0" clearW°r 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 1 0 NO. 9-07-06 8-30-06 DATE REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS SCALE: AS SHOWN I DESIGNED BY: MWO US DRA BY JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR GRADE EL 0' -0" (ASSUMED) 2 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA ELEVATIONS NORTH AND WEST DRAWING NUMBER REV WA- SEA - 119 -E- CO3 1 MICROWAVE PLAN - PROPOSED SECTOR A 6 5 4 PROPOSED CLEARWIRE ANTENNA ARRAY (E) ANTENNA ARRAY 3 O PROPOSED SITE SUPPORT CABINET 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C11 1 1 1 1 > I 1 1 1 1 1 1 1 1 1 1 1 111111111111 I11 1111111 I111111111111111111111111 III ILI11II111I1 1II1 111IIII1II111II1 LLD I 111111 11111 1111111111 111111111111111111111111111 11111 8TH FLOOR 7TH FLOOR 6TH FLOOR TOP OF PENTHOUSE dip EL 89' -8 ±AGL 2 1 TOP OF PARAPET EL 80'-'1% AGL ROOF GRADE EL 73'-V± AGL D C B A 111111I111 I11 II I I II I I11111111IILi I I I II I I III I I II.I 1 1 11 1 1 1 11 1 1 1 9 1 1 1JI 1 1 1 11 1 1 II 1 1 I1IIIIIIII IIII111IIIIIIIIIIII IIII IIOIIIIIII [ IIIIIIIII III111111I PROPOSED SITE SUPPORT CABINET clearw ° re ® 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 (E) ANTENNA ARRAY IIII1 111111III 11111 II IIIIIIIlIl1I11II111 LU IIL0111U11 22x34 SCALE: 1/16" =1' -0" 111x17 SCALE: 1/8" =1' -0" CORNERS - ONE ® ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.4734 w I 1 1 1 II IIII11 [ 1I III1I II II U 11111111II11111 IIII 11II I I1111I 1U 11II.111 11 II1LLB 1I [ I 0 1 1 1 U PROPOSED CLEARWIRE ANTENNA ARRAY 11 TUKWILA DOUBLETREE WA-SEA-1 19-E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 1 0 NO. 9-07-06 8-30-06 DATE REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS SCALE: AS SHOWN I DESIGNED BY: MWO US DRA BY 8TH FLOOR 7TH FLOOR 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR SOUTH ELEVATION 22x34 SCALE: 1/161' -0" 111x17 SCALE: 1/81' -0" I EXPIRES: 02/15/ 051 0 Wif O PROPOSED SITE SUPPORT CABINET PROPOSED CLEARWIRE ANTENNA ARRAY I lll 1 [1011111 1 1 -- 0 11111118 I 11111111 - 111U I1 01111111 I I Ill I I IFI I I II 11 01111111 I 'HI l[II11111 I101111111 1111111II [ IIIF II11 [1 1II[1 11111111111111 1111 11111 1 1II (E) ANTENNA ARRAY 8TH FLOOR 7TH FLOOR 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR TOP OF PENTHOUSE EL 89' -8"t AGL TOP OF PARAPET EL 80' -1 "t AGL ROOF GRADE EL 73' -1 't AGL RECE 1920 NI)y EL 0' -0" (ASSUMED) EAST ELEVATION JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA TOP OF PENTHOUSE ita EL 89' -8"t AGL TOP OF PARAPET EL 80 AGL ROOF GRADE EL 73 AGL GRADE AL EL 0' -0' (ASSUMED) 2 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA ELEVATIONS SOUTH AND EAST DRAWING NUMBER WA- SEA - 119 -E- CO3.1 IR 1 6 5 4 3 � 2 1 D C B A W 0 (E) ROOFTOP SITE SUPPORT CABINET EAST ELEV. 22x34 SCALE: 1 " =1' -0" 111x17 SCALE: 1/2• =1' -0" NOT USED 22x34 SCALE: NTS EXPIRES: 02/15/ 111x17 SCALE: NTS COrR• NEPaS1rONE ®® ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487,1734 6 (E) EQUIPMENT PLATFORM 5 SITE SUPPORT CABINET NORTH ELEV. 22x34 SCALE: 1"=1'-0" 111x17 SCALE: 1/2=1'-0" O (E) ROOFTOP , � 22x34 SCALE: NTS 1/2 "0 BOLT WITH NUT & WASHER (INSTALL PER MANUFACTURERS RECOMMENDATIONS) CABINET MOUNTING DETAIL clearw r e® 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 111x17 SCALE: NTS McNICHOLS STAINLESS GRATING FASTENER (TYPE M) 4 (E) EQUIPMENT PLATFORM (E) GALV STEEL GRATING ON (E) EQUIPMENT PLATFORM 2 TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 y co N (E) ROOFTOP 60 SITE SUPPORT CABINET WEST ELEV. 22x34 SCALE: 1' =1'-0" 111x17 SCALE: 1/2• =1' -0" EQUIPMENT PLAN 22x34 SCALE: 3/8 " =1'-0 0 NO. 9-07-06 8-30-06 DATE SCALE: AS SHOWN I DESIGNED BY: MWO 3 J11x17 SCALE: 3/16" =1' -0 REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS (E) EQUIPMENT PLATFORM r 2 y U) 22x34 SCALE: 1" =1 -0' 2 ' -1 " U W US DRA BY JDG MWO CHK (E) ROOFTOP SITE SUPPORT CABINET SOUTH ELEV. MWO MWO APP'D DRAWN BY: DRA 11x17 SCALE: 1/2" =1' -0" SITE SUPPORT CABINET ELECTRICAL PANEL POWER RECEPTACLE 2" DIA SCH. 40 PVC POWER CONDUIT TELCO BOX 2' DIA SCH. 40 PVC TELCO CONDUIT NOTE: SEE SO1 FOR MOUNTING ATTACHMENTS WA- SEA - 119 -E- C04 (E) EQUIPMENT PLATFORM RECE / SEP 19 100 ANT 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA EQUIPMENT SPECIFICATIONS DRAWING NUMBER REV FM 5 Lt J L: - -' - oss vi tg V31:IV 3SV31 , — I I I r : 1 T0' -- = = LEASE AREA la 1.111J MEE �� —J.._ . W 0 (E) ROOFTOP SITE SUPPORT CABINET EAST ELEV. 22x34 SCALE: 1 " =1' -0" 111x17 SCALE: 1/2• =1' -0" NOT USED 22x34 SCALE: NTS EXPIRES: 02/15/ 111x17 SCALE: NTS COrR• NEPaS1rONE ®® ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487,1734 6 (E) EQUIPMENT PLATFORM 5 SITE SUPPORT CABINET NORTH ELEV. 22x34 SCALE: 1"=1'-0" 111x17 SCALE: 1/2=1'-0" O (E) ROOFTOP , � 22x34 SCALE: NTS 1/2 "0 BOLT WITH NUT & WASHER (INSTALL PER MANUFACTURERS RECOMMENDATIONS) CABINET MOUNTING DETAIL clearw r e® 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 111x17 SCALE: NTS McNICHOLS STAINLESS GRATING FASTENER (TYPE M) 4 (E) EQUIPMENT PLATFORM (E) GALV STEEL GRATING ON (E) EQUIPMENT PLATFORM 2 TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 y co N (E) ROOFTOP 60 SITE SUPPORT CABINET WEST ELEV. 22x34 SCALE: 1' =1'-0" 111x17 SCALE: 1/2• =1' -0" EQUIPMENT PLAN 22x34 SCALE: 3/8 " =1'-0 0 NO. 9-07-06 8-30-06 DATE SCALE: AS SHOWN I DESIGNED BY: MWO 3 J11x17 SCALE: 3/16" =1' -0 REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS (E) EQUIPMENT PLATFORM r 2 y U) 22x34 SCALE: 1" =1 -0' 2 ' -1 " U W US DRA BY JDG MWO CHK (E) ROOFTOP SITE SUPPORT CABINET SOUTH ELEV. MWO MWO APP'D DRAWN BY: DRA 11x17 SCALE: 1/2" =1' -0" SITE SUPPORT CABINET ELECTRICAL PANEL POWER RECEPTACLE 2" DIA SCH. 40 PVC POWER CONDUIT TELCO BOX 2' DIA SCH. 40 PVC TELCO CONDUIT NOTE: SEE SO1 FOR MOUNTING ATTACHMENTS WA- SEA - 119 -E- C04 (E) EQUIPMENT PLATFORM RECE / SEP 19 100 ANT 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA EQUIPMENT SPECIFICATIONS DRAWING NUMBER REV CLEARWIRE ANTENNA INFORMATION SECTOR ANTENNA BAND # AZIMUTH MODEL QTY. RAD CENTER FT. AGL MECHANICAL DOWNTILT 1 RED I IF • 2BSD98BOVN 1 85'8 IF 2 BLUE 2 115 2BSD9890VN 1 B5'8 4' 3 WHITE 3 220' 28SDB89OVN 1 85'8 -2' MW! RADIOWAVE 23 CH. 49.8' HP2-23 1 88'6' - WW RADIOWAVE 23 GHO el .04* HP2-23 1 Bra - !NW RADIOWAVE 2301U 101.53' HP2-23 1 OS-6' - MM RADIOWAVE 23 GNU 153.38' HP2-23 1 BT8 - MAN RADIOWAVE 23 EIRE 170.3T HP2-29 1 88'8 - GPS ANTENNA LOCATION OP ION& (1) EQUIPMENT CABINET; (2) ANTENNA MAST; (3) HFRAME: FIELD VERIFY ANTENNA INFORMATION 22x34 SCALE: NTS 111x17 SCALE: NTS 9 MANUFACTURER: RADIOWAVE PART # HP2 -23 DIAMETER: 24" DEPTH: 82" OFFSET: 122 WEIGHT: 27 LBS 2' -0" 10%" MICROWAVE SPECIFICATION 22x34 SCALE: 1 1/2"=V-0" 111x17 SCALE: r=1'-0" 5 5Xl MANUFACTURER: NEXTNET PART # BTS -2500 LENGTH: 19.3" WIDTH: 11.3" DEPTH: 5.1" WEIGHT: 35 LBS BTS SPECIFICATION 22x34 SCALE: 1 12" =1' -0" 111x17 SCALE: 3 " =1' -0" 3 CORNERS1rONE ®■ ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487 -1734 NOT USED 22x34 SCALE: NTS 111x17 SCALE: NTS 8 CAUTION Beyond this point you are entering a controlled area where RF Emissions exceed the FCC Controlled Exposure Limits Failure to obey at posted signs and site guidelines could result in serious Injury not ceaetcNS WARNING SIGN 22x34 SCALE: NTS 111x17 SCALE: NTS 4 MTS MT -F1637 1/2" RUBBER MATS CUT INTO 8" x 18" SECTIONS MTS MT -F1585 4" SQ PVC SLEEPER CUT TO 12" LENGTHS P1000 UNISTRUT x12" U NOTE: ALL CONDUITS, FASTENERS, AND UNISTRUTS TO BE GALVANIZED BOLT UNISTRUT TO SLEEPER (TYP 2 PLACES) EXISTING ROOF UNISTRUT UNI -CLIP CONDUIT CLAMP (VERIFY MODEL # WITH CONDUIT SIZE) CONDUITS IN NUMBER AND SIZE AS DIRECTED BY CONSTRUCTION MGR GROUND LEAD FROM ANTENNA BUS BAR TO BUILDING STEEL SEE DETAIL CONDUIT ATTACHMENT DETAIL 22x34 SCALE: 3/16"=1' -0" 111x17 SCALE: 3/32" =1'-0" clearwere 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 2 TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 GPS ANTENNA SPECIFICATION 22x34 SCALE: 3" =1'-0" 111x17 SCALE: 6"=1' -0" I CLEARWIRE MICROWAVE 1 CLEARWIRE ANTENNA NOTES: SEE SO1 FOR MOUNTING INFORMATION PRIOR TO INSTALLATION, VERIFY ANTENNA BRACKETS WILL NOT INTERFERE WITH WALL ANGLES (E) CONCRETE BUILDING COLUMN VALMONT #B2018 SLIDER BRACKET (TYP OF 2 PER ANTENNA PIPE) ETHERNET CABLE FROM BTS TO GROUND CABINET (E) WALL BOARD (E) STUCCO FINISH 2 "0 STD PIPE W/ CAP R ECEIVED 'SEP 1 91006 COMMU ANTENNA MOUNTING DETAIL 22x34 SCALE: 3/4" =1-0 1 0 NO. 9-07 -06 8-30-06 DATE 11x17 SCALE: 3/8 " =1'-0" 7 REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS SCALE: AS SHOWN 'DESIGNED BY: MWO ANTENNA SPECIFICATION E. 1 1/2" =1' -O US DRA BY JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA 111x17 SCALE: 3/4" =1' -0" 6 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA ANTENNA DETAILS DRAWING NUMBER REV WA- SEA- 119-E- CO5 1 LABEL MARKINGS SHALL BE PLACED AT: 1. WITHIN 12' OF CABLE AT BOTH ENDS 2. AT/NEAR TOWER MGB 3. EITHER PRIOR TO ENTRY INTO THE CABINET FOR A CABLE SUPPORT BRIDGE COORDINATE BACKHAUL INSTALLATION WITH FINAL ENGS 6 5 EXPIRES: 02/15/4 4 3 MANUFACTURER: TRIMBLE PART # ACUTIME 2000 LENGTH: 5" WIDTH: 6.12" WEIGHT: 12.8 OZ 2 MANUFACTURER: DORADUS PART # 26 SD989060VN LENGTH: 35.8" WIDTH: 5.5" DEPTH: 4.7" WEIGHT: 8.5 LBS ELECTRICAL SPECIFICATIONS: GAIN - 16 dBi 3dB BEAM PATTERN - 90 °X7° BANDWIDTH - 2.5 -2.7 GHz VSWR - 1.4:1 FRONT TO BACK RATIO - 35 dB POLARIZATION - VERTICAL CROSS POL. DISCRIM - 35 dB POWER RATING - 25W IMPEDANCE - 50 OHMS CONNECTOR - N FEMALE 1 D C B A • NOTES: 1. SERVICE POWER TO EQUIPMENT CABINET SHALL BE 120/240VAC, 40A SINGLE PHASE. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND UTILITY. 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 4, LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, GENERATOR 1 POWER & GENERATOR 2 POWER. LPRs SHALL BE LOCATED WITHIN NEMA 3R JUNCTION BOX. LPRs SHOULD BE FUSED TO ELIMINATE THE RISK OF A LPR FAULT/FAILURE CAUSING THE MAIN POWER FUSES TO TRIP. ELECTRICAL NOTES 22x34 SCALE: NTS 111x17 SCALE: NTS 8 i •I EQUIPMENT POWER & TELCO ROUTING 22x34 SCALE: NTS 111x17 SCALE: NTS PROPOSED TELCO ROUTING TO (E) TELCO ROOM RUN ALONG ROOF PARAPET IN 7 RMC CORNERS ®■ ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 Q CMU /CONC WALL 140 ASSEMBLY - MIN 4-1/7 THICK REINFORCED MORMAL WEIGHT (100 -150) PCF) CMU /CONCRETE WALL. MAX DIA OF OPENING IS 8 IN. © THROUGH PENETRANTS - PIPE, CONDUIT, OR TUBING TO BE RIGIDILY SUPPORTED ON BOTH SIDES OF FLOOR. A MAX OF ONE PIPE, CONDUIT, OR TUBING TO BE INSTALLED WITHIN THE OPENING. THE ANNULAR SPACE SHALL BE MIN 1 IN TO MAX 2 -7/8 IN. PIPE, CONDUIT, OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR ASSEMBLY. THE FOLLOWING TYUPES AND SIZES OF METALLIC OPPES, CONDUITS, OR TUBING MAY BE USED: A. STEEL PIPE - NOM 4 IN DIA (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOM 4 IN DIA (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. C. COPPER TUBING - NOM 4 IN DIA (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. COPPER PIPE - NOM 4 IN (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. A. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: B. PACKING MATERIAL - MIN 3-1/2 IN THICKNESS OF MIN 3.0 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL C. FILL METERIAL* - CAULK - MIN 1 IN THICKNESS OF FILL METERIAL APPUED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR. TREMCO INC - TREMSTOP - WBM TEARING THE UL CLASSIFICATION MARKING FIRESTOPPING 22x34 SCALE: NTS 111x17 SCALE: NTS PROPOSED SITE SUPPORT CABINET v TFORM clearw °re 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 NOTE: GROUND TO (E) BUILDING STEEL P 7 PROPOSED POWER ROUTING TO (E) POWER ROOM RUN ALONG ROOFTOP IN 7 RMC ff,8(06 (EXPIRES: 02/15/001 3 TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 1 0 NO. A 9-07-06 8-30 -06 DATE GROUND ROD TEST WELL MECHANICAL CONNECTION (DOUBLE HOLE LUG) CADWELD CONNECTION GROUNDING CONDUIT LEGEND 22x34 SCALE: NTS 111x17 SCALE: NTS 6 NOTE: CUT & REMOVE EXISTING ROOFING/ INSULATION NOTE: PUTTY TO BE NELSON FIRESTOP PRODUCTS FSP PUTTY OR APPROVED EQUAL BEARING THE UL CLASSIFICATION MARKING CONDUIT ELASTOMERIC SEALANT STAINLESS STEEL SCREW CLAMP 4 LB LEAD FLASHING SET FLANGE INTO ROOF CEMENT OVER EXISTING ROOFING AND CEMENT ALL ENDS ROOF CEMENT EXISTING ROOF STRUCTURE EXISTING ROOF PUTTY PACKING MATERIAL ROOF PENETRATION 22x34 SCALE: NTS 111x17 SCALE: NTS 4 (N) 40 AMP, 120/240V 1 -PHASE ELEC. METER (N) ELECTRIC CONDUCTORS IN 2" SCH. 40 PVC CONDUIT ROOFTOP OR FLOOR (PER METER LOCATION) SERVICE METER 22x34 SCALE: NTS 111x17 SCALE: NTS 2 REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS SCALE: AS SHOWN IDESIGNED BY: MWO SYSTEM NUMBER C-AJ -1162 F- RATING - 2 HR T- RATING - 0 HR WALL PENETRATION 22x34 SCALE: NTS 111x17 SCALE: NTS 144 GND 343 + 14/3 GND IN 2" CONDUIT UTILITY- 120/240V 1- PHASE, 3W v OA (3)43 IN 2" CONDUIT 100A METER (BY CONTRACTOR) (3)43 IN 2" CONDUIT 40A CIRCUIT BREAKER 7- 40A 120240V, 1- PHASE, 3W DISTRIBUTION PANEL W/ INTEGRATED MANUAL TRANSFER SWITCH AND NC POWER TVSS (PROVIDED WITH OUTDOOR POWER CABINET) RECE SEP 19 ?006 cgmiviuN ELop SINGLE LINE DIAGRAM 22x34 SCALE: NTS 111x17 SCALE: NTS US DRA BY JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA WA- SEA - 119 -E- E01 5 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA ELECTRICAL AND GROUNDING PLANS, ELECTRICAL DETAILS DRAWING NUMBER REV 1 6 5 4 3 2 1 D C B A l T T 1 L - - - - J T \— (E) STEEL EQUIPMENT PU T ii = =in• ___ -__= __ T-1-- T (E) ROOF PARAPET _ I ( I I ."ORS • NOTES: 1. SERVICE POWER TO EQUIPMENT CABINET SHALL BE 120/240VAC, 40A SINGLE PHASE. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND UTILITY. 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 4, LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, GENERATOR 1 POWER & GENERATOR 2 POWER. LPRs SHALL BE LOCATED WITHIN NEMA 3R JUNCTION BOX. LPRs SHOULD BE FUSED TO ELIMINATE THE RISK OF A LPR FAULT/FAILURE CAUSING THE MAIN POWER FUSES TO TRIP. ELECTRICAL NOTES 22x34 SCALE: NTS 111x17 SCALE: NTS 8 i •I EQUIPMENT POWER & TELCO ROUTING 22x34 SCALE: NTS 111x17 SCALE: NTS PROPOSED TELCO ROUTING TO (E) TELCO ROOM RUN ALONG ROOF PARAPET IN 7 RMC CORNERS ®■ ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 Q CMU /CONC WALL 140 ASSEMBLY - MIN 4-1/7 THICK REINFORCED MORMAL WEIGHT (100 -150) PCF) CMU /CONCRETE WALL. MAX DIA OF OPENING IS 8 IN. © THROUGH PENETRANTS - PIPE, CONDUIT, OR TUBING TO BE RIGIDILY SUPPORTED ON BOTH SIDES OF FLOOR. A MAX OF ONE PIPE, CONDUIT, OR TUBING TO BE INSTALLED WITHIN THE OPENING. THE ANNULAR SPACE SHALL BE MIN 1 IN TO MAX 2 -7/8 IN. PIPE, CONDUIT, OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR ASSEMBLY. THE FOLLOWING TYUPES AND SIZES OF METALLIC OPPES, CONDUITS, OR TUBING MAY BE USED: A. STEEL PIPE - NOM 4 IN DIA (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOM 4 IN DIA (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. C. COPPER TUBING - NOM 4 IN DIA (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. COPPER PIPE - NOM 4 IN (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. A. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: B. PACKING MATERIAL - MIN 3-1/2 IN THICKNESS OF MIN 3.0 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL C. FILL METERIAL* - CAULK - MIN 1 IN THICKNESS OF FILL METERIAL APPUED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR. TREMCO INC - TREMSTOP - WBM TEARING THE UL CLASSIFICATION MARKING FIRESTOPPING 22x34 SCALE: NTS 111x17 SCALE: NTS PROPOSED SITE SUPPORT CABINET v TFORM clearw °re 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 NOTE: GROUND TO (E) BUILDING STEEL P 7 PROPOSED POWER ROUTING TO (E) POWER ROOM RUN ALONG ROOFTOP IN 7 RMC ff,8(06 (EXPIRES: 02/15/001 3 TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 1 0 NO. A 9-07-06 8-30 -06 DATE GROUND ROD TEST WELL MECHANICAL CONNECTION (DOUBLE HOLE LUG) CADWELD CONNECTION GROUNDING CONDUIT LEGEND 22x34 SCALE: NTS 111x17 SCALE: NTS 6 NOTE: CUT & REMOVE EXISTING ROOFING/ INSULATION NOTE: PUTTY TO BE NELSON FIRESTOP PRODUCTS FSP PUTTY OR APPROVED EQUAL BEARING THE UL CLASSIFICATION MARKING CONDUIT ELASTOMERIC SEALANT STAINLESS STEEL SCREW CLAMP 4 LB LEAD FLASHING SET FLANGE INTO ROOF CEMENT OVER EXISTING ROOFING AND CEMENT ALL ENDS ROOF CEMENT EXISTING ROOF STRUCTURE EXISTING ROOF PUTTY PACKING MATERIAL ROOF PENETRATION 22x34 SCALE: NTS 111x17 SCALE: NTS 4 (N) 40 AMP, 120/240V 1 -PHASE ELEC. METER (N) ELECTRIC CONDUCTORS IN 2" SCH. 40 PVC CONDUIT ROOFTOP OR FLOOR (PER METER LOCATION) SERVICE METER 22x34 SCALE: NTS 111x17 SCALE: NTS 2 REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS SCALE: AS SHOWN IDESIGNED BY: MWO SYSTEM NUMBER C-AJ -1162 F- RATING - 2 HR T- RATING - 0 HR WALL PENETRATION 22x34 SCALE: NTS 111x17 SCALE: NTS 144 GND 343 + 14/3 GND IN 2" CONDUIT UTILITY- 120/240V 1- PHASE, 3W v OA (3)43 IN 2" CONDUIT 100A METER (BY CONTRACTOR) (3)43 IN 2" CONDUIT 40A CIRCUIT BREAKER 7- 40A 120240V, 1- PHASE, 3W DISTRIBUTION PANEL W/ INTEGRATED MANUAL TRANSFER SWITCH AND NC POWER TVSS (PROVIDED WITH OUTDOOR POWER CABINET) RECE SEP 19 ?006 cgmiviuN ELop SINGLE LINE DIAGRAM 22x34 SCALE: NTS 111x17 SCALE: NTS US DRA BY JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA WA- SEA - 119 -E- E01 5 1 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA ELECTRICAL AND GROUNDING PLANS, ELECTRICAL DETAILS DRAWING NUMBER REV 1 6 5 4 3 2 1 D C B A SHALL BE THE LATEST EDITION. DESIGN LOADS SNOW LOAD = 25 psi WIND LOAD: (OTHER STRUCTURE) BASIC WIND SPEED = 85 MPH EXPOSURE ''C" (3-SECOND GUST) IMPORTANCE FACTOR = 1.00 (NON - ESSENTIAL FACILITIES) SEISMIC LOAD: (COMPONENTS) SDS = 0.895 IMPORTANCE FACTOR = 1.0 STRUCTURAL STEEL ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 22 OF THE INTERNATIONAL BUILDING CODE 2003 UNLESS NOTED OTHERWISE. STRUCTURAL MATERIAL: (UNLESS NOTED OTHERWISE) STRUCTURAL STEEL -ASTM A -992 CONNECTION MATERIAL, -ASTM A-38 EMBEDED ITEMS, CHANNELS, ANGLES, BASE PLATE, & MISC. STEEL STRUCTURAL TUBE -ASTM A -501 STRUCTURAL PIPE -ASTM A-53, Grade B ALL WELDING SHALL BE DONE USING 70ksi LOW HYDROGEN ELECTRODES AND WELDING SHALL CONFORM TO AWS D1.1-96. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE 5.8 IN AWS D1.1 -98. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A307 BOLTS AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM Al23. NOTE GENERAL CONTRACTOR SHALL VERIFY EXISTING PLATFORM COLUMNS TO BE LOCATED DIRCETLY OVER THE EXISTING CONCRETE BUILDING COLUMNS, IF OTHERWISE CONTACT APPOINTED ENGINEER STRUCTURAL NOTES 22x34 SCALE: NTS 11x17 SCALE: NTS CORNERSTONE ®• ENGINEERING, INC. 14201 NE 200TH STREET, SUITE 200 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 1 i / i)e" MIN EMBED CONNECTION DETAIL 22x34 SCALE: 1'-0" = 1' -0" 1 11x17 SCALE: 7-0" = 1' -0" 5 (E) 15"x30" CONCRETE BUILDING COLUMN (E) ELEVATOR PENTHOUSE ROOF (E) 15'x30" CONCRETE BUILDING COLUMN ANTENNA MAST W/ (1) PANEL ANTENNA & BTS -+ NOTE: 1. OTHER CARRIERS ANTENNAS NOT SHOWN FOR CLARITY 2. SEE ARCHITECTURAL FOR ANTENNA LAYOUT ANTENNA MAST 6 WI (1) PANEL ANTENNA & BTS - ANTENNA MAST W/ (2) MICROWAVE DISHES (E) BUILDING ROOF (E) ELEVATOR PENTHOUSE ACCESS STAIRS ANTENNA MAST W/ (1) MICROWAVE DISH & (1) PANEL ANTENNA & BTS - ANTENNA MAST 4 W/ (2) MICROWAVE DISHES - STRUCTURAL PLAN 22x34 SCALE: 3/16" = 1'-0" 1 11x17 SCALE: 3/32" = 1' -0" clearw e® 5808 LAKE WASHINGTON BLVD. SUITE 500 KIRKLAND, WA 98033 REPLACE VALMONT/MICROFLECT #82018 SLIDER BRACKET ANGLE W/ 30" LONG L3x3x3/16 SIMPSON A34 CLIP ANGLES SHALL BE ATTACHED TO METAL STUDS WITH - (4) #6 SELF DRILLING SCREWS (TYP OF 4 CLIP ANGLES PER 4x4 WOOD BLOCKING) OPTIONAL ANTENNA MOUNT PLAN 22x34 SCALE: 1 1/2" = 1'-0" I 11x17 SCALE: 3" = 1'-0" 6 NOTE: SEE DETAIL 2 / SO1 FOR CONFIGURATION OF EQUIPMENT ON ANTENNA MAST (E) 15"x30" CONCRETE BUILDING COLUMN VALMONT #B2018 SLIDER BRACKET (TYP OF 2 PER ANTENNA PIPE) (E) WALL BOARD (E) STUCCO FINISH I 2 "0 STD WT PIPE ANTENNA MAST (T-0" LONG) IIIII W 1 i VIM TYPICAL ANTENNA MAST ELEVATION 22x34 SCALE: 3/4" = 1' -0" 11x17 SCALE: 1 1/2" = 1' -0" 3 TUKWILA DOUBLETREE WA- SEA -119 -E 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 1 0 NO. 9-07-06 8-30-06 DATE REVISION FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS SCALE: AS SHOWN I DESIGNED BY: MWO OPTIONAL ANTENNA MOUNT DETAIL 22x34 SCALE: 1'-0" = 1'-0" I 11x17 SCALE: 2'-0" = 1' -0" (E 15"x30" CONCRETE BUILDING COLUMN RECEIVED SEP 1 9 2006 COMMUNITY DEVELOPMENT (E) STUCCO SIDING 1/4 "0 HILTI KWIK BOLT III W/ 1 1/8" MINIMUM EMBEDMENT OR ENGINEER APPROVED EQUAL (TYP OF 2 PER BRACKET) VALMONT #B2018 SLIDER BRACKET (TYP OF 2 PER ANTENNA PIPE) 2 "0 STD WT PIPE ANTENNA MAST (7'-0" LONG) WALL CONNECTION 22x34 SCALE: 1 1/2" =1 I 11x17 SCALE: 3" = 1' -0" US DRA BY JDG MWO CHK MWO MWO APP'D DRAWN BY: DRA L 3x3x3/16 - 30" LONG 5/8 "0 A307 STD STEEL BOLT OR ENGINEER APPROVED EQUAL. (TYP OF 2 PER BRACKET) REPLACE VALMONT/MICROFLECT #B2018 SLIDER BRACKET ANGLE W/ 30" LONG L3x3x3/16 7 4 CORNERSTONE ENGINEERING INC. WOODINVILLE, WA STRUCTURAL NOTES AND DETAILS DRAWING NUMBER REV WA- SEA- 119-E- SO1 1 C ONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENERS ARE SAFELY INSTALLED. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND ELECTRICAL DRAWINSS'FOR•B4ODING -AND CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND DETAILS PRIOR TO FABRICATION OR CONSTRUCTION. CODE ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION. STANDARDS WHERE REFERENCED ON THE DRAWINGS 6 5 / • VALMONT #B2018 SLIDER BRACKET (TYP OF 2 PER • ANTENNA PIPE) 4 1/4'0 HILTI KWIK BOLT III OR • ENGINEER APPROVED EQUAL. (INSTALL PER MANUFACTURER'S RECOMMENDATIONS) (TYP OF 2 PER • BRACKET) 3 (E) STUCCO FINISH 30" LONG L 3x3x3/16 5/810 A307 STD STEEL BOLT OR ENGINEER APPROVED EQUAL. (TYP OF 2 PER BRACKET) VALMONT/MICROFLECT #B2018 SLIDER BRACKET W/ 6' -0" SEPERATION BETWEEN EACH (TYP OF 2 PER MAST) 2"0 STD WT PIPE ANTENNA MAST (T -0" LONG) 2 (E) STEEL STUD WALL (E) WALL BOARD (E) STUCCO FINISH VALMONT/MICROFLECT #82018 SLIDER BRACKET (TYP OF 2 PER ANTENNA PIPE) SIMPSON A34 CLIP ANGLES SHALL BE ATTACHED TO METAL STUDS WITH - (4) #6 SELF DRILLING SCREWS (TYP OF 4 CLIP ANGLES PER 4x4 WOOD BLOCKING) 1 D C B A PROPOSED CLEARWIRE ANTENNAE TO BE LOCATED ON EXISTING PENTHOUSE FACE (3) THREE SIDES ® CORNERSITONE 214011■181[1711413. INC. WA- SEA -119 TUKWILA DOUBLETREE EXISTING AND PROPOSED NORTH ELEVATION clearw're wireless broadband (7�0 CORNERB40NE ENOINCCIIIINC, INC. WA- SEA -119 TUKWILA DOUBLETREE EXISTING SOUTH ELEVATION clearw're wireless broadband PROPOSED CLEARWIRE ANTENNAE TO BE LOCATED ON EXISTING PENTHOUSE FACE (3) THREE SIDES C+-0 CORNErZSVONE MNOINCERING. INC. WA- SEA -119 TUKWILA DOUBLETREE PROPOSED SOUTH ELEVATION clearw're wireless broadband PROPOSED CLEARWIRE ANTENNAE TO BE LOCATED ON EXISTING PENTHOUSE FACE (3) THREE SIDES (C CORRWITNE 1111■-• MNOINIC O RINO, INC. WA-SEA-119 TUKWILA DOUBLETREE EXISTING AND PROPOSED SOUTHEAST ELEVATION clearw're wireless broadband PROPOSED CLEARWIRE ANTENNAE TO BE LOCATED ON EXISTING PENTHOUSE FACE (3) THREE SIDES . 4'+t;LwsCO' • ip,wy.e el, 04.1 na!anwea rs I '' i5 =e7:li :7�."Tia'�1iji!}�S2ng = ®� CORNERSTONE WA- SEA -119 TUKWILA DOUBLETREE EXISTING AND PROPOSED WEST ELEVATION clearw're wireless broadband Project Site Attachment D 300ft CityGIS 6.0 Copyright O 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. httn•/ /mane rlinitalmanrantral r nm /nrnrliirtinn /(`nrcd;TC /irar1 71 f /intivv litm1 Page 1 of 1 1 n/1 0/111(1A ATTACHMENT E WILL BE PROVIDED AT MEETING City of Tukwila 6300 Southcenter Blvd, Ste. 100 Tukwila, WA 98188 RE: CLEARWIRE WA- SEA119 -E Parcel #(s): 6437300020 Address: 16500 Southcenter PKWY Estimated Valuation: $17,500.00 Clearly re 5808 Lake Washington Blvd. Suite 300 Kirkland, WA 98033 Criteria for Conditional Uses (TMC 18.64.030) 1. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. Clearwire's antennas will not be seen and/or will blend in with the existing rooftop development. 2. The proposed use shall meet or exceed the same standards for parking, landscaping, yards and other development regulations that are required in the district it will occupy. The installation is proposed on the rooftop of an existing building and no new parking is required. 3. The proposed development shall be compatible generally with the surrounding land uses. The antennas are compatible with the other rooftop features which include other wireless carriers. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. The antennas are proposed on an existing building and will not require the construction of a new support structure. 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. No new structures are being proposed; no adverse impacts are expected. Sincerely, Todd Walton Zoning Manager/ Authorized Agent Clearwire 206 -334 1116 Attachment F RECEIVED SEP 19 2006 COMMUNITY DEVELOPMENT • APPLICANT: AGENT: LOCATION: OWNER OF THE PROPERTY: FILE NUMBER: PROPOSAL: REQUIRED CITY PERMITS: OTHER REQUIRED PERMITS: OTHER PERMITS THAT MAY BE REQUIRED: City of TukWlla Conditional Use Permit Building Permit NOTICE OF APPLICATION NOTICE OF PUBLIC HEARING DATED October 12, 2006 Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. Clearwire Wireless Todd Walton Doubletree Inn, 16500 Southcenter Pkwy CHA SOUTHCENTER LLC L06 -065 Clearwire is proposing to install a wireless communication facility at the Doubletree located within the Tukwila Urban Center. The facility will include, three antennas, two BTS units, and three microwave dishes. The antennas, BTS units, and microwave dishes will be mounted to the existing penthouse located on the top of the Doubletree structure. The associated cabinet equipment will be located on the roof beneath the parapet wall. Electrical Permits, Washington State Department of Labor and Industries 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. 6300 Southc-enter Boulevard, -Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 =3670 • Fax: 206 - 431 -3665 Please send comments to: City of Tukwila Planning Attn: Brandon J. Miles 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • • OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments regarding the Conditional Use Permit application in writing to the Department of Community Development by 5:00 p.m. on October 26, 2006. If you have questions about this proposal contact Brandon J. Miles, Planner -in- charge of this project at (206) 431 -3684 or by email at bmiles @ci.tukwila.wa.us. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. NOTICE OF PUBLIC HEARING You are invited to comment on the project at a public hearing scheduled for 7PM October 26, 2006 before the Planning Commission. The hearing will take place in the City Council Chambers located at 6200 Southcenter Blvd, Tukwila, WA 98188. To confirm the time and date before the hearing, call the Department of Community Development at 206 - 431 -3670. You may also submit your comments in writing prior to the Hearing 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. DATE OF APPLICATION: September 20, 2006 NOTICE OF COMPLETE APPLICATION: October 3, 2006 NOTICE OF APPLICATION POSTED: October 12, 2006 • Subject Site • 300ft CityGYS 6.0 Copyright © 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. Page 1 of 1 http: // maps. digitalmapcentral .com /production/CoreGl S /ver 1_76f /index.html 10/11/2006 ®091S aasei • a q ssaappy ®AUBAV TENANT TENANT TENANT 205 STRANDER BLVD 16500 SOUTHCENTER PKWY 16425 SOUTHCENTER PKWY TUKWILA, WA 98188 TUKWILA, WA 98188 TUKWILA, WA 98188 TENANT TENANT TENANT 16615 SOUTHCENTER PKWY 16705 SOUTHCENTER PKWY 16510 SOUTHCENTER PKWY TUKWILA, WA 98188 TUKWILA, WA 98188 TUKWILA, WA 98188 TENANT 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 ••■•• 1.,1 •••1,••11..,, Cl »11[` nmmA IIIAAIIIC' TARGET CORPORATION T 0627 PO BOX 9456 MINNEAPOLIS, MN 55440 FEDERATED DEPT STORES INC 7 W 7TH ST CINCINNATI, OH 45202 CHEVRON TEXACO PO BOX 1392 BAKERSFIELD, CA 93302 PARKWAY SQUARE PO BOX 5003 BELLEVUE, WA 98009 ARGUS GROUP LTD 225 108TH AVE NE 520 BELLEVUE, WA 98004 PUGET SOUND ENERGY & ELEC PO BOX 90868 BELLEVUE, WA 98009 CHA SOUTHCENTER LLC 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 TENANT 16400 SOUTHCENTER PKWY #204 TUKWILA, WA 98188 TENANT 17000 SOUTHCENTER PKWY TUKWILA, WA 98188 TENANT 16700 SOUTHCENTER PKWY TUKWILA, WA 98188 • LEGACY PARTNERS I TUKWILA 4000 E 3RD AVE 600 FOSTER CITY, CA 94404 FEDERATED DEPT STORES INC 7 W 7TH ST CINCINNATI, OH 45202 PARKWAY SQUARE PO BOX 5003 BELLEVUE, WA 98009 WESTFIELD CORPORATION INC 11601 WILSHIRE BLVD 11TH LOS ANGELES, CA 90025 SIZZLING PLATTER OF WASH 348 E WINCHESTER ST 200 MURRAY, UT 84107 WESTFIELD CORPORARION INC 11601 WILSHIRE BLVD 11TH LOS ANGELES, CA 90025 CHA SOUTHCENTER LLC 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 TENANT TUKWILA, WA 98188 TENANT 235 STRANDER BLVD TUKWILA, WA 98188 TENANT 16800 SOUTHCENTER PKWY TUKWILA, WA 98188 LLC CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 A 4 LLC 117 E LOUISA ST 230 SEATTLE, WA 98102 PARKWAY SQUARE PO BOX 5003 BELLEVUE, WA 98009 MCDONALD'S CORPORATION 1 MCDONALDS DR OAK BROOK, IL 60523 SKARBO HOLDINGS LLC 16705 SOUTHCENTER PKWY TUKWILA, WA 98188 WESTFIELD CORPORATION INC 11601 WILSHIRE BLVD 11TH LOS ANGELES, CA 90025 TENANT 301 STRANDER BLVD TUKWILA, WA 98188 TENANT TUKWILA, WA 98188 TENANT 220 STRANDER BLVD TUKWILA, WA 98188 TENANT 16600 SOUTHCENTER PKWY TUKWILA, WA 98188 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION /. E — n 4`.0 ku h G re► HEREBY DECLARE THAT: X 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 Notice of Action Project Name: C I co r w l Y C W l Y CI c5S Planning Commission Agenda Pkt Project Number: 1--V UT V Cos Official Notice Short Subdivision Agenda Notice of Application <_S>- 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 Person requesting mailing: Other Was mailed to each of the addresses listed on this 12 day of oc_r,in the year 20 � P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: C I co r w l Y C W l Y CI c5S Project Number: 1--V UT V Cos Mailer's Signature: <_S>- Person requesting mailing: 1 3 ( (74'n G ° ' H 1 V e S Was mailed to each of the addresses listed on this 12 day of oc_r,in the year 20 � P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project: i JJLUILl C( CIecrcjiic Address: /` Pill Date transmitted: \��+ ( Response P requested by: ) \5 Staff coordinator: (3. Klei Date response received: TO: LI Planning Plan check date: • • City of Tukwila Department of Community Development LAND USE PERMIT Building !i Public Wo If‘ckv-k . P9QL \L.a CA�n \ r c �' k( I l91'61.„ , z) o �.,� a�� ',n -��\ �►� ��.�� I Q ,0, use 1, Comments v prepared by: File Number LLo (- o UTING FORM Fire Dept. `; Police Dept. '' Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) e Pm? Update date: o{� 13 4C" Projec • dal teji IC Address: i tlJ 5 �� - Date transmitted: \J 6 Pt( Response requested by: A5 P coordinator: (3. Staff I PS Date response received: TO: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) S ep. h 1 Plan check date: City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM J Planning Comments prepared by: File Number Lo - o : Public Works 11 Fire Dept. r ii Police Dept. Parks /Rec Update date' TO: Development Review Staff FROM: Brandon RE: Clearwire at Doubletree L06 -065 DATE: October 6, 2006 Clearwire has submitted a CUP application to install antennas at the Doubletree in located at 16500 Southcenter Pkwy. Building Can you clarify if a building permit is required for the proposed work? Project: 'J3c,UOYCc (Jai Le k, Address: 1(6) ) 5 Pk 1 Date ` transmitted: 136I'( Response requested by: 5 Q Staff coordinator: (3. Nei Date response received: TO: LAND USE PERMIT ROUTING FORM Building "�• Plannin c -r Plan check date: 10(101 06 RECEIVED City of Tukwila OCT o s Department of Community Development 2006 TUKWILA PUBLIC WORKS Public Works' Fire Dept. fTALUX /5- /LOA Ntv conime,i,a5 Comments prepared by: OObU- File Number Lob - 065 .b1 Police Dept. Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Update date: City of Tukwila 6300 Southcenter Blvd, Ste. 100 Tukwila, WA 98188 RE: CLEARWIRE WA- SEA119 -E Parcel #(s): 6437300020 Address: 16500 Southcenter PKWY Estimated Valuation: $17,500.00 (1) Application Checklist (CUP); (5) Application Form; (5) Full Size AE Drawings; (1) 11"x17" copy of AE Drawings for SEPA; (1) Owner /Agent Authorization; (1) Criteria for Conditional Uses Narrative. Sincerely, Clearw rt. 5808 Lake Washington Blvd. Suite 200 Kirkland, WA 98033 To Whom It May Concern: Clearwire proposes to add antennas to the rooftop of an existing building. Please accept the following items in review of the Conditional Use Permit with SEPA application: Please accept Clearwire's Conditional Use Permit Application and direct any and all correspondence to me as the authorized agent of Clearwire. Todd Walton Zoning Manager/ Authorized Agent Clearwire 206 -334 4116 RECEIVED SEP 19 2006 COMMUNITY DEVELOPMENT STATB OP WASHINGTON COUNTY OP KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and ooawnt. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at for the purpose of application review, for the limited time necessary to complete that purpose. S. Owner agrees to hold the City harmless fbr mry Toss or damage to persons or property occurring on the private property during the City's catty upon the property, unless the toss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request 1br ninety (90) or more days, shall be cause to cancel the applcalion(s) without refund EXECUTED at !6f Notary Public State of Washington ELLEN C. BACHO , MY COMMISSION EXPIRES April 26, 2009 PAPtmutht8 FonustAppfrmriwulCUP,Ayy - Jim 2006.Qa CITY OF TUKWILA Department ofCommuntty Development 6300 Southcenter Boulevard, 7)tkwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @Ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY as RECE - ivto SEP 19 1006 OB OPga NT (c[ all wok. , `pi- (Putt Geke `/ i 'v 4Q d ( A d d r e s s ) 4 5 9S` P22-c) On this day personally appeared before me to me known to be the individual who executed the foregoing instnunenl and acknowledged that helshe signed the sane as voluntary act and deed for the uses and purposes mentioned therein. 13 41:11 DAY SUBSCRIBED AND SWORN TO BEFORE ME ON THIS / / DAY OF Sa pTe rya) er 20 0 t " NOTARY PUBLIC in and for the State of Washington 20 C.) residing at •n �/uC`Z3 Y1 Jl/VlQ l� My Commission expires on " ''� 2 S* 2$9 0 tune 24 2906 CITY OF TUKWILA Department of Community Development CONDITIONAL 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 USE PERMIT E-mail: tukplan@ci.tukwila.wa.us INFORM The Conditional Use Permit provides approval procedures for unusual or unique types of land uses that, due to their nature, require special consideration of their impact on the neighborhood and land uses in the vicinity (FMC 18.64.010). Shoreline Conditional Uses (TMC 18.44.050) shall be processed in accordance with the Shoreline regulations and the Conditional Use Permits Chapter of the Tukwila Municipal Code. REQUIREMENTS: A Conditional Use Permit is required for all land uses listed as Conditional Uses in the various Zoning Districts. PROCEDURES: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist." You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre - application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. The Nanning Commission holds Public Hearings on the fourth Thursday of the month (except for November and December). A project's hearing date is determined when all application materials have been submitted and development issues defined with staff. Staff will review the application, meet with you as needed, and formulate a recommendation to the Planning Commission. The Planning Commission will approve, deny or conditionally approve a development based on review criteria in the application forms. Other associated Planning Permits and Environmental Reviews shall be addressed and resolved during the complete application phase. All permits related to the project must be addressed in a comprehensive manner at the Public Hearing. Please note that an environmental "Determination" must be issued by the City prior to the Planning Commission's Public Hearing. EXPIRATION: A Conditional Use Permit shall automatically expire one year from the date it is approved, unless a Building Permit is obtained. A longer expiration period may be authorized by the Planning Commission, as appropriate (TMC 18.64.060). P;1PJannfng Form iimN w%CUP - dune 1006dx mos Nt EIVED SEP 19 2006 DEVELOPMENT Check items submitted will' application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (5 copies). f 3. One set of all plans reduced to 8 1/2" by 11" or 11" by 17 ". 1 4. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). ,( 5. Application Fee $2,270. N/A- 6. SEPA Environmental Checklist (see SEPA Application Packet). PUBLIC NOTICE MATERIALS: / 7. Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). ✓ 8. Payment of a $100 mailing label fee to the City of Tukwila or Provide 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 Mailing Label Handout). N AA 9. If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft of the subject lot. PROPERTY INFORMATION: N / A 10. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). /.1/A- 11. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. PROJECT DESCRIPTION AND ANALYSIS: ./ 12. A written discussion of project consistency with decision criteria. (See Application) This is your opportunity to highlight the features of your project. rJ fA. , 13. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at COK'i:PLCTE A.PPL1.CA1 ION C.17I.EC.1<L1ST 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 is available to answer questions about application materials at 206 - 431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). P:rP Iuins FormitipWlm+tcer+lCUPJ1pp- June 20064oc pm 24 2006 s C'heck items ubmitted :' with application Information Required. . .6-111 i May be waived in unusual cases, upon approval of both Public Works and Planning www. ci .tukwila.wa.us/dcd/dcdplan.htm) for additional information. SITE PLAN: 14 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36 ". (b) Existing and proposed building footprints. (c) Dash in required setback distances from allparcel lot lines. (d) Fire access lanes amid turn - grounds per Fire Department standards. (e) Parking Tots with dimensioned stalls and drive aisles. (f) Loading and service areas. (g) Fences, rockeries and retaining walls. (h) Pedestrian connections between the building entrance(s) and the sidewalk/public street. (i) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: 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 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: IJ('°` . 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 ". (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all trees over 4" caliper, indicating those to be retained. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Proposed lot and tract lines. CIVIL PLANS (If any site changes are proposed): 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 ". (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. See www.ci. tukwila. wa. us /.ubwks/bulletins /floodcontrol. •df for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Total expected cut and fill. (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. (f) If additional impervious surface is proposed provide a storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety P %Plmucng Fon*AppdtmllmisyCUP.App - Jmu Mike lune 2O2006 tz SEp 1 20116, s C h ecktems ubmitted with application Information Required. p E o �� May be waived in unusual cases, upon approval of both Public Works and Planning features. For additional guidance contact Public Works or go to www.ci. tukwil a. wa. us /pubwks/pwpermit.htm#techinfo. (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross - section for any right -of -way improvements. 0) 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. 19. If site lighting changes are proposed provide a luminaire 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. 20. All existing and proposed signage with sign designs and locations. 21. A rendering or photo montage is suggested. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). 22. Any other drawings or materials needed to explain your proposal. P: %PLimias Fonns%AppfiMiau%CUPJ1pp- lwr 2006.da luxe 24 2006