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Home My WebLink AboutPermit L06-034 - JOHNSON KATIE - CONDITIONAL USE PERMITCINGULAR @ ROXBURY (WA158) 10710 WEST MARGINAL WY S L06 -034 To: Katie Johnson 3245 146 PL SE #320 Bellevue, WA 98007 cc. King County Assessor's Office At the June 22, 2006 public hearing, the Planning Commission approved the applicant's Conditional Use Permit (CUP) application. The CUP application requests to replace the existing antennas with new antennas and to add three additional antennas. The project will require the relocation of the antennas on the transmission tower. The Planning Commission approved the application with the following condition: 1. All equipment attached to the City Light transmission tower shall be painted to match the tower., with the exception of the coax cables, which shall be painted to match the existing cables on the tower. PROJECT BACKGROUND FILE NUMBER: L06 -034 APPLICANT: Cingular OWNER: City of Seattle, City Light REQUEST: The applicant requests to replace the existing antennas with new antennas and to add three additional antennas. The project will require the relocation of the antennas on the transmission tower. LOCATION: City of Seattle Right of Way, King County Parcel Number 042304 -9130, Adjacent to 10710 W. Marginal Way S. ASSOCIATED PERMITS: City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION June 23, 2006 None SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN/ ZONING: Manufacturing Industrial Center /Heavy (MIC /H) Property owners affected by this decision may request a change in valuation for property tax purposes notwithstanding any program of revaluation. City Of Tukwila Page 1 06/23/2006 Steven M. Mullet, Mayor APPEALS The period for administrative appeals is 14 -days, starting from the issuance of this Notice 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. 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 avalable for inspection at the Tukwila Dept. of Community Development; 6300 Southcenter Blv. • Suite 100• Tukwila, WA; from Monday through Friday, between 8:30 AM to 5:00 PM. The .r e . anner is Brandon J. Miles, who may be contacted at (206) 431 -3684 or b 11 at . j `., t)ci.tukwila.wa.us. randon J. Miles Assistant Planner City of Tukwila City Of Tukwila Page 2 06/23/2006 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, g i t HEREBY DECLARE THAT: Notice of Public Hearing Project Number: ( —CU – 0,3 4 Determination of Non - Significance Person requesting mailing: F.,/) , , x/167 Y2 / (& 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 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 p L� � ..504/- Was mailed to each of the addresses listed on this 3 d a y of J ' in the year 200 LQ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:3 I PM Project Name: '14,9 (Via —, Project Number: ( —CU – 0,3 4 Mailer's Signature: 3 9 (� T C�� Person requesting mailing: F.,/) , , x/167 Y2 / (& Was mailed to each of the addresses listed on this 3 d a y of J ' in the year 200 LQ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:3 I PM ( ) U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE ( ) OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES () OFFICE OF THE GOVERNOR () DEPT OF COMM. TRADE & ECONOMIC DEV. WILDLIFE > () DEPT OF FISHERIES & () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 ( ) K.0 ASTEWATER TREATMENT DIVISION ( DEPT OF PARKS &REC KC. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY () KENT UBRARY () CITY OF SEATTLE LIBRARY () OWEST ( ) SEATTLE CITY LIGHT () PUGET SOUND ENERGY () HIGHUNE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS () POLICE () PLANNING () PARKS & REC. ( ) CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL () SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM ( ) FISHERIES PROGRAM ( ) WILDLIFE PROGRAM () SEATTLE TIMES () SOUTH COUNTY JOURNAL P:WDMIN ISTRATIV E \FORMS \CHKLIST.DOC FEDERAL AGENCIES WASHINGTON STATE AGENCIES ( ) FIRE ( ) FINANCE ( ) BUILDING ()MAYOR ` SEND • SEND KING COUNTY AGENCIES SCHOOLS/LIBRARIES UTILITIES CITY AGENCIES MEDIA () U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY. SHORELAND DIV () DEPT OF ECOLOGY, SEPA DIVISION' ( ) OFFICE OF ATTORNEY GENERAL CHKLIST W/ DETERMINATIONS SITE MAPS WITH DECISION () HEALTH DEPT () PORT OF SEATTLE () KC. DEV & ENVIR SERVICES-SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES () FOSTER LIBRARY () K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT () SEATTLE SCHOOL DISTRICT () RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE () VAL VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 () CITY OF RENTON PUBLIC WORKS () BRYN MAWR- LAKERIDGE SEWERIWATER DISTRICT () RENTON PLANNING DEPT O CITY OF SEA -TAC () CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS () CITY OF SEATTLE - SEPA INFO CENTER - DCLU () STRATEGIC PLANNING OFFICE' • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES () DUWAMISH INDIAN TRIBE () P.S. AIR POLLUTION CLEAN AGENCY () SOUND TRANSIT () DUWAMISH RIVER CLEAN -UP COALITION 'SEND NOTICE OF ALL APPUCATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES () CI.TUKWIL&WA.US.VWWV PUBLIC NOTICE MAILINGS FOR PERMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section 'Applicant 'Other agencies as necessary (checked off on attached list) 'Any parties of record ' send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice ofAppllcatlon for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General 'Applicant 'Indian Tribes 'Other agencies as necessary (checked off on attached list). 'Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan - Vicinity map • SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:\ ADM [NISTRATIVE\FORMS\CHKLIST.DOC Permits applied for include: • Conditional Use Permit Other known required permits include: • None June 8, 2006 CITY OF TUKWILA NOTICE OF HEARING PROJECT INFORMATION 0 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Notice is Hereby given that Cingular has submitted for a Conditional Use Permit application to construct and operate a wireless communication facility on an existing City of Seattle transmission tower. The tower is located directly west of the United States Postal Facility and just east of State Route 99. The nearest City Street is S. 112 Street. King County Parcel 042304 -9130. The applicant has proposed to install the antennas higher than the maximum permitted height. Pursuant to WAC 197 -11 -800 this project is exempt from SEPA review. You are invited to comment on the project at a public hearing scheduled for 7:00 PM June 22, 2006 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 Brandon J. Miles at 206 -431 -3684 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 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 NOTE: NOT A SITE SURVEY NO ADDITIONAL LANDSCAPING INCLUDED IN THIS PROJECT SITE PLAN 22x34 SCALE 1 (E) TREES INGRESS ZONING INDUSTRIAL CINGULAR EQUIPMENT COMPOUND TL# 0423049186 (E) UTIUTY POLE (TYP) ZONING INDUSTRIAL SCL TRANSMISSION TOWER ROW TL# 0423049130 766,656 SOFT. 17.6 ACRES TL# 042304918 PLAN NORTH START DATE. DRAWN BY: REVISIONS 111 WOO PERIM SO. <WAWA COS Q EXPIRES ANIMA 1 SCL TOWER /OU 031 SITE SHEET TITLE SITE PLAN • 2041 II1x17 SCALE. 1• • as (E) BUILDING RECEIVED COMA IUNITY DEVELOPMENT 3 L- 03 W rn � 0 C • U _ C N I- ES 3 J 14201 NE 2WN ST. SUITE2 20000NV116E, WA 0105 PH: 421467 1732 FAX: 425.137 SC1092 (WA15E) ROXBURY 10710 E. MARGINAL WAY SEATTLE, WA 90180 SHEET NUMBER A -1 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION r 01,4 1? HEREBY DECLARE THAT: 1/ otice of Public Hearing Notice of Public Meeting Board of Adjustment Agenda Pkt Board of Appeals Agenda Pkt Planning Commission Agenda Pkt Short Subdivision Agenda Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Determination of Non Mitigated Determination o Significance Nqn Determination of Significance & Scoping Notice Notice of Action Official Notice Notice of Application Notice of Application for Shorel Mgmt Permit Other r k Was mailed to each o f the addresses listed on this day oft year 20 0(4 Project Name: J2:61)- Project Number: � ( - Q 3 �— Mailer's Signature: aifeArS a»,,eyeK Person requesting mailing: P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM () U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE () FICE OF ARCHAEOLOGY SPORTATION DEPARTMENT ) EPT NATURAL RESOURCES ) OFFICE OF THE GOVERNOR DEPT OF COMM. TRADE & ECONOMIC DEV. ) DEPT OF FISHERIES & WILDLIFE P KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DIVISION ().C. DEPT OF PARKS & REC KC. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY ( ) KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE XMUCKLESHOOT INDIAN TRIBE ( CULTURAL RESOURCES PROGRAM FISHERIES PROGRAM (VIGILDLIFE PROGRAM R WEST EATTLE CITY LIGHT UGET SOUND ENERGY () HIGHLINE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS () POLICE () PLANNING () PARKS & REC. ( ) CITY CLERK SEATTLE TIMES ( OUTH COUNTY JOURNAL P:\ADMINISTRATTV E\FORMS \CHI(LIST.DOC () FIRE ( ) FINANCE () BUILDING ()MAYOR FEDERAL AGENCIES WASHINGTON STATE AGENCIES SCHOOLS/LIBRARIES UTILmES CITY AGENCIES MEDIA U.S. ENVIRONigIENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV DEPT OF ECOLOGY, SEPA DIVISION* ( )OFFICE OF ATTORNEY GENERAL SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION ( ) HEALTH DEPT ( ) PORT OF SEATTLE () KC. DEV & ENVIR SERVICES-SEPA INFO CNTR ( ) KC. TRANSIT DIVISION - SEPA OFFICIAL () KC. LAND & WATER RESOURCES () FOSTER LIBRARY () K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT () SEATTLE SCHOOL DISTRICT () RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -WE SEWER DISTRICT () WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR- LAKERIDGE SEWER/WATER DISTRICT () RENTON PLANNING DEPT () CITY OF SEA-TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS () CITY OF SEATTLE - SEPA INFO CENTER - DCLU () STRATEGIC PLANNING OFFICE' • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES UWAMISH INDIAN TRIBE ( P.S. AIR POLLUTION CLEAN AGENCY () SOUND TRANSIT () DUWAMISH RIVER CLEAN -UP COALITION 'SEND NOTICE OF ALL APPUCATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW I1110,IC NOTICE MAILINGS FOR 11vIl S SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant 'Other agencies as necessary (checked off on attached list) 'Any parties of record ' send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General 'Applicant 'Indian Tribes - *Other agencies as necessary (checked off on attached list). 'Any parties of record ' send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P: \ADMMISTRATIVEIFORMS\CHKLIST.DOC US Postal Service 160 Inverness Dr W Ste 400 Englewood Co 80112 Nevsco PO Box 40211 Bellevue WA 98015 Carrossino Properties Po Box 8229 Covington WA 98042 Geo Heiser Body Co 11210 Tukwila Intl Blvd Tukwila WA 98168 US Postal Service 160 Inverness Dr W Ste 400 Englewood Co 80112 Nevsco PO Box 40211 Bellevue WA 98015 Carrossino Properties Po Box 8229 Covington WA 98042 Geo Heiser Body Co 11210 Tukwila Intl Blvd Tukwila WA 98168 • Seattle City Light Attn: Accounts Payable Po Box 34023 Seattle WA 98124 Seatac Ford Sales 11000 Tukwila Intl Blvd Seattle WA 98168 SeaWash Properties C/O Jsh Properties Inc 14900 Interurban Ave S #210 Seattle WA 98168 Seattle City Light Attn: Accounts Payable Po Box 34023 Seattle WA 98124 Seatac Ford Sales 11000 Tukwila Intl Blvd Seattle WA 98168 SeaWash Properties C/0 Jsh Properties Inc 14900 Interurban Ave S #210 Seattle WA 98168 • Kent Ramsden P 0 Box 1766 Edmonds WA 98020 Kent Ramsden P O Box 1766 Edmonds WA 98020 vvv 4.L.1u}JtUt WI LOU' 7 King County 500 Fourth Ave Rm 500 Seattle WA 98104 Robblee's Investments C/O Six Robblees' Inc 11010 Tukwila Internat'l Blvd Seattle WA 98168 King County 500 Fourth Ave Rm 500 Seattle WA 98104 Robblee's Investments C/0 Six Robblees' Inc 11010 Tukwila Internat'l Blvd Seattle WA 98168 AVERY® Address Labels Laser 5160® The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: AGENT: LOCATION: OWNER OF THE PROPERTY: FILE NUMBER: PROPOSAL: REQUIRED CITY PERMITS: OTHER REQUIRED PERMITS: OTHER PERMITS THAT MAY BE REQUIRED: Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED May 30, 2006 Cingular Wireless Katie Johnson Parcel Number 042304 -9130. Directly adjacent to the USPS Distribution Facility and State Route 99. Seattle City Light L06 -034 Cingular Wireless is proposing to install a wireless communication facility on an existing City Light transmission tower. The antennas will be placed at an elevation of approximately 153 feet. The cabinet equipment will be placed directly below the transmission line. Conditional Use Permit None • Steven M. Mullet, Mayor 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 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4 You can submit comments on this application. You must submit your comments regarding the Conditional Use Permit and Variance application in writing to the Department of Community Development by 5:00 p.m. on June 13, 2006. This project will also go before the Planning Commission for a public hearing and you will receive a public notice informing you of the date and time. 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. Please send comments to: City of Tukwila Planning Attn: Brandon J. Miles 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • • OPPORTUNITY FOR PUBLIC COMMENT 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: May 10, 2006 NOTICE OF COMPLETE APPLICATION: May 17, 2006 NOTICE OF APPLICATION POSTED: May 30, 2006 Project Parcel 14 : i f , R - 6 \''')- * it lrl�.. a , a ti _ H 6 a •, ,,d!� %I �.£rr R _S \ ti " Duwamish"River Cz .8 V‘\ • . . A 1 1 p ' R- R -6 ° 4 IC si1lltTH :-0c R.6 R , w w i ; � IM' lg A ■ i ' 4 *• ' p 12TH 5"r. t .. �;�� I ', R-6 8 11 , �°T : .""".."�"" R R. - �1 2 ' c R -- . R " =18 ! " - 4 Parcel Number 0423049130 Address Zipcode Taxpayer SEATTLE CITY LIGHT The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." rrint Map rage King County • fiHomei ;• r News., Services . • Comments King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. Search Page 1 of 1 http://www5.metrokc.gov/parcelviewer/Print_Process.asp 05/26/2006 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION 1, (2 HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non Notice of Public Meeting Mitigated Determination of Non- Significance Board of Adjustment Agenda Pkt Project Name: ∎° Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Mailer's Signature: -(,,4 1 Planning Commission Agenda Pkt Official Notice ( a&Li Jc %o„, Short Subdivision Agenda x x 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 Was mailed to each of the addresses listed on this year 20002 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: ∎° 0,04,24_, Project Number: L-D Le —034\-- Mailer's Signature: -(,,4 1 t. Person requesting mailing: �— ( a&Li Jc %o„, Was mailed to each of the addresses listed on this year 20002 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM May 17, 2006 Ms. Katie Johnson 3245 146 PL SE #320 Bellevue, WA 98007 Re: US Postal Service Processing Center Facility L06 -034 Dear Ms. Johnson: Bras don J. Miles Assistant Planner cc. File (L06 -034) • Cizy of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION The Department of Community Development received your Conditional use application for Cingular Wireless to establish a wireless telecommunications facility on a City of Seattle electric transmission line in the area of 10803 26 Ave S. Based on a review of your application for submittal requirements for Conditional Use Permit, your application is deemed complete as of May 17, 2006. A notice of land use application will be distributed on May 27, 2006. The next step is for you to install the notice board on the site by May 27, 2006. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. This notice is also available at DCD. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This CUP has been scheduled to go before the Planning Commission on June 22, 2006 at 7PM. The application has been routed to other City Departments for their review and comment. In the coming weeks you will receive a formal comment letter regarding the CUP application. If you have anyj•uestions, you can contact me at (206) 431 -3684 or by email at bmiles@ci.tukwila.wa.us. Sincer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Pr 'ect: Address: ti" St, Q D I r€o-f ` 311 0 ` Q. ke Lit.,_, Date transmitted: 5f i _7 2 (, Response requested by: 5!, [ 06, Staff coordinator: 3, c u(5 Date response received: TO: City of Tukwila • lb Department of Community Development ND USE PERMIT ROUTING FORM 1 Planning File Number 1.o6 -03y Public Works \Fire Dept. Police Dept. 2: 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.) ei5 ( &w itch ovi CV eX 5 S L f'4 ` a41 1 11551)h ijti,/v, Plan check date: Comments prepared by: --fr ` Update date: Project: Ck1c3kAlLi C V' Address: ift" SL_ QU • ` 311 0 ` , fr Lie, c Date transmitted: C 5i, — I 1 9 L Response requested by: S I 3 / I 0 ( g , Staff coordinator: 3, t Date response received: LAND USE PERMIT RQUTING FORM TO: 1 Building !' Li Planning • • City of Tukwila Department of Community Development Public Works File Number I,06 —,)3 _. J 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.) Ac f , I v ')z.! ( rnN �(tikc+ O.1 (A4 elC151-1‘1 S t'_ p S R ad v d,.t c, L lec4vl./ l e /< e sA - o �� Plan check date: Comments Update date: prepared by: Atr-\. Project: Address: a 5Ls Q rya,/ o1 l 0 'W. r (4/6. Date transmitted: 5f , 1 9 ( Response requested by: 1 51 ? j i 1 06, Staff coordinator: 3 , M i Iej Date response received: TO: i Building 0• a RECEIVED City of Tukwila MAY 1 2006 Department of Community Development TUKWILA PUBLIC WORKS File Number 1.76 -gay LAND USE P ' MIT ROUTING FORM Planning 'Public Works \Fire Dept. Li 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.) Qpi ov, p S - oirli550.-, ba/c /. !rw e,owti s . Plan check date: Comments 21i 0 6 prepared by: 001tAAA-Q-- Update date: Project • 0 Address: a" S L Q.DU nec.,/ ` Ji i 3 ` i\ , L, Date transmitted: 5 1 1 1 9 6 Response requested by: 5 1 - 5 x[ 06„ Staff coordinator: 3 a fide Date response received: City of Tukwila • • Department of Community Development LAND USE PERMIT ROUTING FORM TO: \ Building Planning \Public Works \Fire Dept. File Number 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.) I Qp, i Gg-V iii &Ar b tc6 ovI csel em-41).5 S L (41ic& ka.16 fllih fij L/C i, Plan check date: Comments prepared by: Update date: �WR° brand tart transmittal memo 7671 d r -. _ Fran5 J1zn,e.. bso w1 u j • MAY -2006 16:44 From: TD 2062332760 To: 44449 City of Seattle Gregory J. Nickels, Mayor Seattle City Light Jorge Carrico, Superintendent Authorization to File for Permits St atile City Light Tower & talk No.: Transmission Tower #DU 0/34 P.M. # 230404 -4-601 Cingular Wireless Project No. & Name; SC1892/WA 158 Roxbury The undersigned, being the authorized tepresentative of the City of Seattle City Light Department (City Light), the owner of transmission tower #.131f0/34 and of the portion of City of Seattle Transmission Line Right of Way, at approximatcly 10710 West Marginal Way S., Tukwila, Washington (Properly), on which Cingular Wireless is proposing to rebuild a Personal - Commtrnications System (PCS) facility, hereby authorims Cingular Virma/eas or its authorized agent(s), RealCom Associates, to prepare and file all necessary applications for permits required by the City of Tukwila for the proposed facility. City Light has reviewed the Cingular Wireless proposal for equipment changes to Cingular's PCS • site on tower MU 0t34 and advised Cingular Wireless that it may proceed to design the project, provided that all of the antennas be installed on an extension at the top of the tower in accordance with City Light's current construction guidelines_ The construction guidelines were developed to ensure the safety of workers who must maintain the electrical transmission lines, as well as the antenna equipment. Cingular Wireless must also provide a structural analysis of the tower that is acceptable to City Light. City Light hereby authorizes the employees of Cingular Wireless, RealCom Associates, and/or affiliates of each, as well as City of Tukwila employees, agents, engineers, contractors or other representatives the right to enter upon City Light's property at 10710 West Marginal Way S., Tukwila (herein individually and collectively referred to as Cingular Wireless) as necessary, to inspect the Property for the purpose of preparing permit applications or for the pmpose of application re view, forte limited tiro necessary to complete those purposes, subject to the following conditions: I Cingular Wireless agrees to protect and save harmless the City of Seattle (City) from all claims, actions or damages of every kind and description, including any demand, claim, suit or judgment for damages to property or injury to or death of persons, including officers, agents and employees of Cingular Wireless to include payment made under or in connection with any Worker's Compensation Law or any plan for employees' disability and death 700 Fifth Avenue, PO Box 341)23, Seattle, WA 98124 -4023 1e1: (206) 684- 3004.117 (206)233 -7241, Fla: (206) 6 25-370 9 An equal employment opportunity, allirmatire action a npioyx Aecormtodatians for people with disabilities provided upon request P.1'3 OS - -ifi06 16:44 From: SCLFEALirD • Authorization to File for Permits Cingular Wireless ?.M.. it 23O404-4-60 Page 2 • • benefits, which may accrue from or be suffered by reason of Cingula r Wireless' presence on the Property, or the performance of any work in connection with their presence; and in cave of any such suit ur action being brought against said City, or damages arising out of or by reason of any of the above causes, angular Wireless shall, upon notice to Cingular Wireless of commencement of such action, defend the same at Cingular Wireless' sole cost and expense and will fully satisfy any judgment after the said suit shall have been finally determined, if adversely to the City, excepting any and all claims, actions or damages of any kind which may accrue out of the negligence of the City of Seattle, City Light Department. 2. Cingular Wireless agrees to assume all liability for any damage caused to the City's electrical facilities arising out of or resulting from Cingular Wireless' presence and activity on the Property. Cingular Wireless' presence on the Property to perform the described activities constitutes acceptance of these conditions. I am City Light's contact for the administration of this proposed site, i can be reached at (206) 684-3324. By: J * J.... , Wireless Communications Agent City of Seattle City Light Department Date: .4 ACCEPTED BY /FOR CINGULAR WIRELESS: Signature Printed Name Title Company 2262332769 To:44449 P.2 "3 700 Fifth Avenue, Suite 3300, Seattle. WA 98104 -5031 DJ: (206) 625: TTYtmD: (206) 684 -3225, Far (206) 625 -3709 An equal employment opportunity, afmumafivu n t inn employm Amens for people with disabilities provided upon request. • • • rHT -He-2005 16:44 From. ATD A8625132760 To: 44449 s1 AThW wAIHINCrfmN cOUNTv OF midi The undeasigood being duly a1RUfa and upon Oath states as M?nw 1. I am thommeretoaaQaftke plumb/ Midi Is Arc ndbcrl+ifl6maireativa lac 2. All aufnuaro awt mRrotppIlCelloaSlaclhod► �iti oo� p�ebY r�etptukmdarotaseardea>mvtmrha bed etlmy krutvMgt. 3. Its :pollination it Wax meim hQttaaatlt:oascttt. dellwilla t new oft 4. Omer dwats Ibo.C54y, its asoamg hams, ointment's or mho m uovial Uw rot u two gun Owner's tad property, Iawudat tet7 fe / & m �'s�lime [thy S. tilt dtepvr: uwoufappivadonTevtew , thrIhoMnUM time ti ryt000nipietcdutpmpred S. Nut ograaa 10 hold the City bandana Mr any kss or lone In pumas arptamityoaeaaing MI daphnia propeny &flag lkaCTgab trftsp'n ii pommy. anlaas Ike loasordootageladarmmitofd ao ado noglipaomafthoChy. 6. The City dtdl, no tfocrdion . wirlmn nand &km ffelo daeaaottopmdto ific requestsArkms ad ele ( iouvdabApelicatamChatrieT within misty VOi - 7. NmrenymialvelxRalnay�ialrwtm uiurreit+od dup.atiitf be muse toaataxl the upplrOUhur(l)without read of EXEcvtsu t Seolt CITY OF TUK.WELA Drzur rarearofConnr<uairyr.fievelopmenf 63003bvthcawtarBprr/et Tub•4l4 W4 98188 relephone; (200 431 -3670 FiX(206) 411 -9665 tukploareatokwi1o.wilam AFFIDAVIT OF OWNEMSNIp AND HOLD HARMLESS PERMISSION TO WIER. PROPERTY tdo4.e).on .- di //Arm &h Ovid K ! V ly *At 7" $7 AVtiz Sa.+ What) ' ttUr 18124-1.423 2 '6 - 484 -332.7 kb__ m am known to ha the individual who rammed lim +mhmtaty act and dad for dm mut and puiprom mrntioacd Oo dila day parmtla$' appeased before me Ibr hamamoeaii and aclmawiedgrd tearsm sus,9t: uBEDAmswalatmar itewfeON niu; i wui Ira .1C band three My Commission tarpireaun 0/2 tee P. 3'3 FOR STAFF USE ONLY Sierra Type P -CUP Planner: File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: Quarter: i 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 NAME OF PROJECT/DEVELOPMENT: 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. 04350 - C i t 3t) i0710 W malinaJ Section: di Township:a3 Range: 0 y (This information may be found on your tax statement.) • 4'J; ,6TUK IN L'A�` �;4'Ji CONDITIONAL USE PERMIT 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: 1 401 C 14011.1t n Address: Sat-t5 11410-1 I 5E 1 3ao, &(16u1 , INIk- 1V3•O7 Phone: aDle_100 -1' 1) LDb FAX: 4D-6- .6J- a7L1• yg Signature: Date: 5/ 4610 • • • • 1. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. The site is located in the manufacturing Industrial Center / Heavy zone, within a right - of -way controlled by Seattle City Light. Adjacent uses are industrial in nature, and include a postal distribution center. This use has been legally operating at this location for eight years without posing threat to the neighbors or the vicinity. The proposed modifications to this site will not alter the use to the point of making it a danger or imposition to the surrounding properties. Alternatively it will provide a greater level of service to those who work or travel thru this areas. 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. Parking is available at the base of the existing structure. No ground work is proposed as part of this proposal, so there will be no changes to landscaping, or setbacks. 3. The proposed development shall be compatible generally with the surrounded land uses. Wireless facilities fit well into industrial areas. The proposed modification is not staffed, does not create additional traffic, and is a quiet neighbor. As there is currently a wireless facility at this address, it is not expected that there will be any notice of the medication, should its installation be approved. • 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. The Tukwila Comprehensive Plan does not speak to wireless facilities /telecommunications extensively. However section 12.1.35 states "Encourage utilities to consolidate facilities and minimize visual impacts of facilities where technically feasible. Suggested implementation strategies include: Shared towers, poles, etc.; as well as, use of existing structures by cellular communications. This proposal is in keeping with this section of the comprehensive plan, specifically relating to telecommunications in Tukwila. 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 proposed modification to the existing site should not create any impacts to the surrounding area. When the site was approved in 1998 it was found that: "The applicant has proposed the location of the antennae [sp] on an existing utility tower, in a utility right of way. The existing tower provides both a support structure and partial screening of the antennae [sp]. The operating equipment are located under the lattice tower behind a secured and covered gated and canopied area." • • • The findings at that time have not changed, nor with they, with approval of this modification request. The property and neighborhood are still industrial in nature. The facility, both as it exists and its proposed modification, will still be integrated into the Seattle Light Transmission tower. ea- ✓1262 301 1270 , a ',7 aus 23 ��. l.a. � •� _.'7 _ ... s't..�li� .cic'�:t.. �s,.'} �. •LS�'�a_*.ta�w. '��u'..� �..r ry �.��4,�_ 'l. � I.:�I A21 ;10857 Copyright© 2006 Aerial Photo S 4 Scale: 1 612 Page 1 of 1 N CityGIIS5 Copyright © 2004, All Rid Reserved The information contained herein i s the proprietary property of the contributors supplied older license and may not be reproduced except as licensed by Oigtal Map Products ATTACHMENT B http: / /maps.di2italmapcentral corn /production/CityGIS5 /CityGIS5 5.17.2 /index.html 06/13/2006 APPROVAUSIGN OFF OF CONSTRUCTION DRAWINGS CONSULTANT GROUP SIGN OFF DATE SIGNATURE CINGULAR SIGN OFF DATE SIGNATURE CONSTRUCTION COORDINATOR SITE PLAN A -2 RF ENGINEER A -3 SOUTH ELEVATION LANDLORD'S REPRESENTATIVE ANTENNA MOUNTING DETAILS A-4 INTERCONNECT ... .. • PROJECT MANAGER CONSTRUCTION DETAILS OPERATIONS A -7 ANTENNA SWEEP TEST SITE ACQUISITION ELECTRICAL DETAILS E -2 COMPLIANCE E -3 PANEL SCHEDULE & ONE LINE DIAGRAM ZONING CONSTRUCTION MANAGER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED DRAWING INDEX DWG. NO. DESCRIPTION T -1 TITLE SHEET G-1 GENERAL NOTES A -1 SITE PLAN A -2 COMPOUND PLAN A -3 SOUTH ELEVATION A -3.1 ANTENNA MOUNTING DETAILS A-4 EQUIPMENT SPECS ... .. • A -5.1 CONSTRUCTION DETAILS -. -4 a '.,• A -7 ANTENNA SWEEP TEST E -1 ELECTRICAL DETAILS E -2 GROUNDING DETAILS E -3 PANEL SCHEDULE & ONE LINE DIAGRAM VICINITY MAP RivertowBoulevaid Pad jy a S 104th Et o4�A SITE LOCATION 106th St .r 0 107th St Bangor 31 • S 108th St d' S 111th Pi • 4 S 112th 3t U1 S E G ,•n.] 4c. re Duwamish ' i 1 1 ROXBURY 10710 1J MARGINAL WAY S -Foxier 1,44 , WA 98189 SC1892 (WA158) SEATTLE CITY LIGHT TOWER: SCL PM #230404 -4 -601, TRANSMISSION TOWER #DU 0/34 GENERAL LOCATION MAP • tan Beath Pat High Point SW Thistle o: SITE'tee iTtt9N Fa untleroy White Cestet Endolyn e Roxbury Heights Anoyo Heights Leouth Seattle •1 4. R W Y1 Georgetown 1f Jan Asseh Sunnjdale Five Comers Oiegory Heights r olumbta Rainier Valley Mount View outhetn Heft) Sfj29th St Brighton Hefty Pad Inglesea _ Eva s, • • 2 Foster 5s % W Y ' Highline 5'2+ Burien Riverton He . Dunlap Rainlet Beach Lakeridge Bryn Mawr s Allen ownBYn NayrwSMt+ nay La Ha Nay Cie I.'e nnyd ae Id Co Highlands Renton a, 0 DRIVING DIRECTIONS FROM REDMOND: TAKE WA -520 WEST TOWARD SEATTLE; TAKE 1-405 SOUTH EXIT TOWARD RENTON: TAKE THE I -5 NORTH EXIT TOWARD SEATTLE; TAKE EXIT #156 ONTO WA -599 NORTH TOWARD W MARGINAL WAY/TUKWILA: WA -599 NORTH BECOMES WA -99 NORTH: TAKE THE S 102ND ST EXIT TO THE RIGHT: TAKE RIGHT ONTO S 27TH AVE S AND ARRIVE AT SITE ON LEFT. WIRELESS PROJECT INFORMATION APPLICANT: NEW CINGULAR WIRELESS LLC 16221 NE 72nd WAY REDMOND TOWN CENTER. BUILDING #3 P.O. BOX 97061 REDMOND, WA 98052 PROJECT ENGINEER: CORNERSTONE ENGINEERING INC 14201 NE 200th ST SUITE 200 WOODINVILLE, WA 98072 OFFICE: (425) 487 -1732 CONTACT: MARK OLSON. P.E. CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE: CONSTRUCTION TYPE: OCCUPANCY JURISDICTION: PROPOSED BUILDING USE: SITE LOCATION: (BASED ON NAD 83) LATITUDE: 47°30' 23.40" N LONGITUDE: 122 °17' 58.4" W TOP OF STRUCTURE AGL: 148.00' BASE OF STRUCTURE AMSL: 16' -0" ASML PROJECT AREA: 400 ± S.F. ENTIRE COMPOUND MIC/H 2003 IBC INDUSTRIAL UNMANNED CITY OF TUKWILLA TELECOMM. GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS PROPOSED. 4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED PROJECT CONSULTANTS: LUCENT TECHNOLOGIES 10735 WILLOWS ROAD, SUITE 200 REDMOND. WA 98052 PROPERTY OWNER: CITY OF SEATTLE SEATTLE CITY UGHT REAL ESTATE SERVICES 700 5TH AVE, SUITE 3000 SEATTLE, WA 98104 PHONE: (206) 684-3324 CONTACT: JUNE JACOBSON TOWER OWNER: CITY OF SEATTLE SEATTLE CITY UGHT REAL ESTATE SERVICES 700 5TH AVE, SUITE 3000 SEATTLE, WA 98104 PHONE: (206) 684-3324 CONTACT: JUNE JACOBSON CONSTRUCTION MANAGER: CONTACT: BRAD HEWSON PHONE: (509) 342 -4152 SITE AQUISITION: CONTACT: Beth C4v I t_ "10V1 PHONE: (: acip veto, 35441 ZONING AGENT: CONTACT: �t abhr ,cr PHONE: rte.. t_A PARCEL NUMBER(S): , 0423049130 AREA OF PARCEL: 17.6 ACRES 766,656 S.F. NEW IMPERVIOUS AREA: 0 S.F. PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF REMOVAL OF (2) EXISTING ANTENNAS AND REPLACED WITH (3) NEW ANTENNAS PER SECTOR FOR (3) SECTORS AND THE ADDITION OF NEW EQUIPMENT CABINETS WITHIN EXISTING LEASE SPACE. 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 CINGULAR WIRELESS. LLC. SERVICES IS STRICTLY PROHIBITED. LEGAL DESCRIPTION 042304 130 C OF S TRANS LN RP V OVER GL 4 & 5 TGW SE 114 LESS ST HWY TGW 250 FT R/W OVER TRACT 55 OF MOORES FIVE -ACRE TRACTS & VAC G FRAIEGER RD LESS ST HWY RECEWED 1 U COMMUNITY DEVELOPBIENT A'TT A n LTA iVT'AITT 1' • U �, a ., Oiu e c s ir lf O O..MG 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425 487.1734 START DATE: 0824/05 'DRAWN BY: us CHECKED BY: M WO SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE TITLE SHEET SHEET NUMBER T -1 GENERAL NOTES: • 12. 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 CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING AU. MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S 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 FAMILIARIZE 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 ARCHITECTS/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 (IN WRITING) THE ARCHITECT/ENGINEER 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 MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE AU. NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC Al THORITY, 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 VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK' FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ENGINEERS 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. 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 CONTRACTOR'S 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, CEILING, 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 ALL 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. GENERAL NOTES CONTINUED: 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 CINGULAR'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. 21. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S 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 ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 22. 23. 24. 25. 26. 27. 1. 2. 3. 4. 5. 6. 7. 8. 1. 2. 3. 4. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL - PORTIONS OF PROJECT AREA DURING CONSTRUCTION. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 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. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 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. SITEWORK NOTES: ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 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. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPUCATION. 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. 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. THE AREAS OF THE CUSTOMERS 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. CONCRETE NOTES: ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301. ACI 318 AND THE SPECIFICATION CAST -IN -PLACE CONCRETE. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 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 "B" AND ALL HOOKS SHALL BE STANDARD UNO. 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: 46 AND LARGER 2 IN. #5 AND SMALLER & WWF 11/2 IN. PAMPOCTC MAT C VOAcCn TO c A OTU 00 WL a TUCO 00 MAT PACT A/_ CIMCT TUC co/v ,Mn. ABBREVIATIONS: AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ I CLG CLR CMU COL CONC CONST CONT CTR DIA /0 DTL ( EJ ELEC EL EQ EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR NT 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 ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT 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 RAD RD REINF REQ'D RM RAN SCHED SECT SF SIM SQ FT SS STD STL STRUC TEMP THK T.O. TOS TOC TYP UNO VERT W/ WITH 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 LEGEND AND SYMBOLS: CHAINLINK FENCE CEDAR FENCE POWER TELCO POWER/TELCO COAX OVERHEAD POWER CENTERUNE REVISION BUG ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION BUG T/P 0 T ooAx OH T/P OH x 0 P T COAX TIP OH 0 TIP COAX OH DETAIL NUMBER SHEET NUMBER zikTOR EL 0 -0 DETAIL NUMBER O SHEET NUMBER DETAIL NUMBER SHEET NUMBER RECEIVED i („) L Y DEVELOPMENT • U ........• e�o e :x�o NE 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487.1734 START DATE: 082405 (DRAWN BY: WS CHECKED BY: MWO SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE GENERAL NOTES SHEET NUMBER G -1 • NOTE: NOT A SITE SURVEY NO ADDITIONAL LANDSCAPING INCLUDED IN THIS PROJECT (E) TREES 22434 SCALE: 1" = 20'-0" 111x17 SCALE: 1" = 40'-0" \ ZONING INDUSTRIAL CINGULAR EQUIPMENT COMPOUND TL# 0423049186 (E) UTILITY POLE (TYP) Atk ZONING INDUSTRIAL SCL TRANSMISSION TOWER ROW TL# 0423049130 766,656 SQ.FT. 17.6 ACRES (E) BUILDING (E) PARKING RECEIVED COMMUNITY DEVELOPMENT TL# 042304918 20' 10' 0 WJ PLAN NORTH 20' 40' 0 ► • E E Hc 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487.1734 START DATE: 08/24/05 (DRAWN BY: LJS CHECKED BY: M VVO SITE SC1892, (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE. WA 98168 SHEET TITLE SITE PLAN SHEET NUMBER A -1 • • x • NOTE: TOWER, ANTENNAS AND ANTENNA MOUNTING FRAME NOT SHOWN FOR CLARITY (E) 6 x 6 POST W/ (E) TELCO DEMARC ENCLOSURE (E) ICE CANOPY SUPPORT COLUMNS (TYP) PROPOSED NEMA 3R TELCO ENCLOSURE (E) ELECTRIC VAULT PROPOSED LUCENT UMTS CABINET (E) 100 AMP SERVICE TO BE UPGRADED TO 200 AMP W/ 2P BREAKER FOR UMTS (E) 10' -0" HIGH CANOPY ALL COAX TO RUN UNDERNEATH (E) CANOPY (E) LATTICE TOWER FOOTINGS (TYP) FUTURE NOKIA ULTRASITE CABINETS 2 -0' 10 1/2" x 5-0" FUTUR FUTURE FUTURE NOKIA ( NOKIA NOKIA CABINET CABINET CABINET PROPOSED 8' -0" VNDE COAX H -FRAME 19' -6" FENCED AREA (E) CONCRETE SLAB x PROPOSED LUCENT UMTS CABINET 16' -0" PROPOSED 6' -0" WOE COAX H -FRAME FUTURE ARGUS POWER CARINR x u u 1 \ (E) CHAINLINK FENCE W / BARBED WIRE PROPOSED 10'-0" HIGH ICEBRIDGE W/ (6) 1 5/8" COAX (N) FUTURE ARGUS POWER CABINET 3' -11" PROPOSED 3'-6" WOE COAX H -FRAME (E) 6-0" HIGH CHAINLINK FENCE W / BARBED WIRE _ AND PRIVACY SLATS O ED ci (E) 1' -6" HIGH ICE BRIDGE W/ (12) 1 5/8" COAX (E) RECEIVED t� 't 1 0 (� ' . DE MN — 4' 3' 2' 1' 0 PLAN NORTH 4' 8' COMPOUND PLAN 22x34 SCALE: 1/4" = 1'-0" 111x17 SCALE: 1/8" = 1' -0" 1 • C• C O wE S1rO E sc 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487.1734 START DATE: 0824105 (DRAWN BY: IJS CHECKED BY: MWO SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE COMPOUND PLAN SHEET NUMBER A -2 VERTICAL COAX SUPPORTS DESCRIPTION QTY (E) VERTICAL COAX SUPPORTS 42 (N) VERTICAL COAX SUPPORTS 42 SECTOR A SECTOR B SECTOR C 742 -265 AP15/18- 880 /1990 /065D /ADT /XXP 'KATHREIN SCALA DIVISION' MULTI BAND DIRECTIONAL ANTENNA COAX LENGTH SCHEDULE ANTENNA PLAN 22x34 SCALE: NTS 111x17 SCALE: NTS POSED SECTOR C SECTOR A STING DIAMETER PLACEMENT ALONG TOWER LEG SECTOR C (E) ANTENNA (TYP) SECTOR A PROPOSED TMA LGP21401 (TYP OF 6) PROPOSED ANTENNA KATHREIN 742 265 (TYP OF 9) PROPOSED VALMONT WIRELESS FRAME P/N 99290 (TYP OF 3) NOTE: REUSE ALL (E) TOWER ANTENNA MOUNTING HARDWARE. CHANGE OUT (E) ANTENNAS, ANTENNA MOUNTING BRACKETS 8, (E) PIPE MAST ONLY. SOUTH ELEVATION PROPOSED TOP OF EXTENDED E SCL TRANSMISSION TOWER #DU 0/34 EL 153' -0" ACC' TOP OF PROPOSED CINGULAR ANTENNA ARRAY EL 148' -8 1/8" AGL RAD CENTER OF PROPOSED CINGULAR ANTENNA ARRAY n EL 145' -6" AGL PROPOSED 10'-O HIGH ICEBRIDGE W/ (6) 1 5/8" COAX (N) R12 22x34 SCALE: 1/8" = 1' 111x17 SCALE: 1/16" = 1' (E) SCL TRANSMISSION TOWER #DU 0/34 (12)1 5/8" COAX (E) (E) 10' HIGH CANOPY (E) CHAINLINK FENCE W / BARBED WIRE AND PRIVACY SLATS (E) 1' -6" HIGH ICE BRIDGE W/ (12) 1 5/8" COAX (E) 12' -0" EXCLUSION AREA GRADE/ EL 0' -0" (ASSUMED) V NOTE: ALL COAX MUST BE ATTACHED TO THE TOWER PER SCL'S GUIDEUNES, RECEIVED A I U ) COMMUNITY DEVELOPMENT 16' • 2 7.5 - V) w - J ® w CC rn � V ) C U se E °o wE1EaVOo E «=. 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487.1734 START DATE: 08x405 (DRAWN BY: WS CHECKED BY: MAO SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE SOUTH ELEVATION SHEET NUMBER A -3 WIRELESS ANTENNA FRAME PARTS UST PART NUMBER: 31 -99290 • RK 833 834 21835 21836 25668 25669 25684 27268 27269 27270 B965 B1478 114 J7 J8 N6 T4 TB24 U1 U2 U3 QTY 6 2 8 3 6 4 2 2 8 12 18 4 DESCRIPTION BRACKET BRACKET COLLAR PIPE PLATE PLATE WELDMENT PLATE 2 7/8 O.D. PIPE X 10'-6" PLATE ANGLE PIPE WELDMENT 4 1/2 O.D. X 60" 2 3/8 0.D. X 66" PIPE 1/20 x 3 1/2 G5 BOLT, NUT & L.W. 5/80 x 1 3/4 G5 BOLT, NUT & L.W. 5/80 x 2 G5 BOLT, NUT & L.W. 1/20 x 1 1/2 SQ HD SET SCREW 1/20 NUT 5/80 x 6 G2 TAP BOLT, NUT & L.W. 1/2 x 2 1/2 x 4 U -BOLT, NUT, L.W. & F.W. 1/2 x 3 x 5 U -BOLT, NUT, L.W. & F.W. 1/2 x 4 5/8 x 7 U -BOLT, NUT, L.W. & F.W. TOTAL GALV. WEIGHT = 400# TYP. 18 PLACES ATTACH TO BRACED LOCATION ON TOWER RECOMMENDED MOUNTING ANGLE 45' TO 90° 48. 5' -0" MIN - 8' -0" MAX (ON SIDE W /STAB. ROD) JOINT (NODE) OF LATTICE TOWER POSITION BRACKETS WITHIN 1 " -2" OF CONTACTING TOWER MEMBER SURFACE NEAR JOINT AREA POSITION BRACKETS WITHIN 1 " -2" OF CONTACTING TOWER MEMBER SURFACE NEAR JOINT AREA A EOM m EEO 0 EZIMI TYP. JOINT (NODE) OF LATTICE TOWER ANGLE TOWER LEG MOUNT FITS 2 1/2" X 21/2" TO 6" X 6" ANGLE 4 LEG TOWERS 0 0 SECTION D -D 4 1/2" O.D. PIPE MOUNT FOR VERTICAL LEG STABILIZER ROD MAY BE INSTALLED ON EITHER SIDE OF TOWER LEG & ON EITHER TOP OR BOTTOM PIPE PLAN 4 1/2" O.D. PIPE MOUNT FOR VERTICAL LEG 8965 ID o ;0 0; ALTERNATE 1(; (',I LOCATION 25669 PREFFERED LOCATION • o ^ Q I ono U ALTERNATE LOCATION USE THIS LOCATION FOR 2 1/2 X 2 1/2 TO 4 X 4 ANGLE LEGS USE THIS LOCATION FOR 4 1/2 X 4 1/2 TO 6 X 6 ANGLE LEGS B965 4 1/2" O.D. PIPE MOUNT FOR VERTICAL LEG 25669 ANGLE TOWER LEG MOUNT FITS 2 1/2" X 2 1/2" TO 6" X 6" ANGLE 4 LEG TOWERS • 10'-0" I 27268 ✓V OLD ELEVATION 25684 TYP. 1E114781 2 3/8 0.D. X 66" 25668 TYP. 27268 7268 PROPOSED VALMONT WIRELESS FRAME WITH ANTENNA MOUNT DETAILS 22x34 SCALE: 3/4" = 1'-0" 111x17 SCALE: 3/8" = 1'-0" o� MINN 12" 6" 0 6" 18" 3' 2 SECTION C -C SECTION B -B SECTION A -A 12" 6" 0 RECEIVED A COMMUNITY DEVELOPMENT 1' 2' ANTENNA MOUNT DETAIL 22x34 SCALE: 1" = 1'-0" 111x17 SCALE: 1/2" = 1 N L. 0 CC rn � V ! C U oX ENow «1 fO e .. 14201 NE 200111 ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487 1734 START DATE: 082495 (DRAWN BY: L.ID CHECKED BY: MWO REVISIONS DATE 08242005 I #7005 0•-067008 DESCRIPTION A PRELIMINARY COS 0 BLDG PERMIT INITIAL LJS DADA 1 SOLCOAI4ENT 1 JET SCL TOWER #DU 0/34 SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE ANTENNA MOUNTING DETAILS SHEET NUMBER A -3.1 2' -7 3/4" 110 6'- 0 "o.c. (TYP) LUCENT UMTS OUTDOOR DIMENSIONS - FRONT OF I ` CABINET -`` MANUFACTURER: LUCENT HEIGHT: 72" DEPTH: 40" • .ZL 2 1/2" 2' -2 3/4" , 2 1/2" WIDTH: 35.4" �O p •, / ry iv CLEARANCE: CABINET REAR 36" 77 WELDED C6 ALUMINUM PLINTH (SUPPLIED BY CONTRACTOR) ANCHOR BOLT AT BOTTOM FLANGE SCREW ON PIPE CAP m U.N.O. _ UNISTRUT P1000 (SPACE AS COAX = SUPPORT REQUIRES) CLEARANCE: CABINET EACH SIDE 35.4" \ ... �� ' ' o CLEARANCE: CABINET FRONT 29.5" MAXIMUM CABINET WEIGHT: 790 LBS (359 KG) ..` .� 4 ' ..� 2 1/2 "0 STANDARD BACK OF CABINET 2' -11y4" _ �� .\�\ \ �� \\ � ° °a \° • RE CABLE ENTRY i I WEIGHT PIPE (SEE ELEVATION) \ 9/16" 0 HOLES FOR 1/2 0 BOLTS PLAN (TYP 4 PLACES) ; 2 1/2" FLUSH MOUNT - ! 3/8 "0 U -BOLT, (TYP) CONCRETE PIER _ STEEL PIPE FLANGE, (TYP) (E) CONCRETE SLAB 4.33" 26.77" •\° o o \\ • o N % �ZZ'8Z w98'9Z ,.09'42 _ - ISOMETRIC 11/2" I 1,/2" I I I \ 40, a u a 5 .%,=?; i % 4 l v % %' •_ •:! ' FILED DRILL 1/2" 0 CONCRETE (TYP 4 PLACES) 9116" 0 HOLES FOR EXPANSION ANCHOR Q ELEVATION ic ISOMETRIC • =°''''-•' CABINET UMTS - 12" 6" 0 1' 2' ■ - - 12" 6" 0 6" 18" 3' ANCHOR FOOTPRINT . t� 2' 1' 0 1' 2' 4' suCENT UMTS MOUNTING BASE 6 1 LUCENT UMTS EQUIPMENT SPECIFICATIONS 5 _ COAX SUPPORT H -FRAME DETAIL 4 22x34 SCALE 1/2" = 1'-0" 111x17 SCALE: 1/4" = 1' -0" 22x34 SCALE: 1" = 1'-0" J 11x17 SCALE: 1/2" = 1'-0" 22x34 SCALE: 3/4" = 1'-0" 111x17 SCALE: 3/8" = 1'-0" ICE BRIDGE EXTENSION 78' WHERE APPLICABLE mPj •'= " = „� =: =:� HOT DIPPED GALVANIZED STEEL GRATING FROM STRUCTURE TO EQUIPMENT. U- BOLTED TO PIPE TO 30.3” NOKIA OUTDOOR ULTRASITE BTS DIMENSIONS 1� W I\ O LL ' MANUFACTURER', NOKIA HEIGHT: 76.4' / —/{- co " 5 CD W J >VERALL HEIGHT FOR CABINET LID CLEARANCE DEPTH: 29.8 \ WIDTH: 30.0 IL I LLI P n (� Z ¢ (� MAXIMUM CABINET WEIGHT(WITH UNITS): 845 L8S. J \ / < o z 0 \\// 3" 24.4" " 6 0A : "" • 2 7/8" O.D. HOT DIPPED GALVANIZED PIPE FOR ICE BRIDGE SUPPORT, r ." . W/ CAP. " W N COLUMNS. NOTE: I- �� . pp �\ m C m `( i /o e 5" " .£'OZ 4" 10" •o ( 10" o� 5" o 5 " 10" 10" .L'ZZ �L'8Z 3 1/2 "x9 "x1/4" GALV. STL. PLATE W/ HOLES FOR 2 -1/2 "0 EXP. BOLTS, 1 1/2" GAGE V •_ := iii =i r -� "". "-" \ J PLINTH OF CABINET 22" PLINTH OF CABINET 22" , SD VALMONT COAX BLOCK HANGER 4' 0" O.C. (fYP) J 12" NIW #2 SOLID TINNED GROUND WIRE BE CAD WELDED FROM EACH SUPPORT COLUMNS TO GROUND RING I 'I • 0° o0 • 00 00 NOKIA ULTRASITE CABINET 28.6" 1" FRONT RECEI IR t �,f t ) COMMUNITY (E) CONCRETE SLAB OR (N) CONCRETE EXPANSION �� r 1/2 "0 EXP BOLTS MIN 4" EMBED 1 ` 2" ANCHOR BOLT W/ 2" EXPOSURE ABOVE TOP OF PIER EXPOS __ _ s%. •� # V3/16 TYP 2 PER ICE BRIDGE SUPPORT PIPE SUPPORT FOUNDATION. (RAW EARTH APPLICATION) �- 1s1S<ION FRONT ISOMETRIC 2' DEVELOPMENT 1i - -- ■ � �5' 1 12" 6 TYPICAL ICE BRIDGE DETAIL 3 NOKIA ULTRASITE MOUNTING PLINTH 2 NOKIA ULTRASITE FRONT ELEVATION 22x34 SCALE: 1' = 1'-0" 111x17 SCALE: 1/2.=1.-a 22x34 SCALE: 1" = 1'-0" 11x17 SCALE: 1/2" = 1' -0" 22x34 SCALE: 3/8" = 1'-0' 11x17 SCALE: 3/16" = 1'-0" • U ,....._• EOo NE lrOo E .. c. 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425A87.1732 FAX: 425.487.1734 START DATE: 08/24/05 (DRAWN BY: wS CHECKED BY: MWO SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE EQUIPMENT SPECS SHEET NUMBER A -4 2' -6" ANTENNA KATHREIN 742265 , 2 3/8" OD GALV PIPE MAST 10 1/4" NOTES: 1. TMA IS A WEATHERPROOFED ENCLOSURE 2. BOND TMA GROUND STUD TO GROUND 3. PROVIDE SUFFICIENT LENGTH OF JUMPER OF WEATHER PROOFING AT ANTENNA AND 4. IF POSSIBLE, TMA SHALL BE MOUNTED STRUCTURE. 5. TMA SHALL BE MOUNTED VERTICALLY. METAL STRAP SUBCONTRACTOR TO PROVIDE (TYP) RATED TO IP65. BAR WITH 6 AWG GROUND 1MRE. TO ALLOW FOR PROPER APPLICATION TMA CONNECTIONS. BEHIND ANTENNA TO MINIMIZE WIND LOADING ON JUMPER TO ANTENNA b i / ■ x I II °'' I ONS I' II 1. ►:f ` ` I (� 62 F.0 I % .. T .b,L tt. _ _ — • ARGUS CABINET • 0 (.379).o-1 F 2 -' J 0 TMA 7.0 ANT GROUND SCREW ANTENNA MOUNTING PIPE (TYP) FRONT BTS y;y GROUND WIRE TO ANTENNA GROUND BAR (SEE NOTE 2) JUMPER TO MAIN COAX VIEW TMA FRONT BACK SIDE JUMPER TO ANTENNA TMA GROUND WIRE TO ANTENNA GROUND BAR (SEE NOTE 2) JUMPER TO MAIN COAX i rim . . I - I !! METAL STRAP SUBCONTRACTOR TO PROVIDE ANTENNA (TYP) MOUNTING PIPE (TYP) n 1J p LGP -21401 ANTENNA MOUNT DETAIL KATHREIN ANTENNA: TOP SEE DETAIL 742265 / (\ - — ........ 7 i' 0 1' 7 4' ANTENNA DETAIL 5 0 1 7 SIDE VIEW 12 6' 0 1' 22x34 SCALE: 1/2" = 1'-0" 111x17 SCALE: 1/4" = 1' -0" TMA MOUNTING DETAIL 2 PRO PROPOSED EQUIPMENT HILT' HSLB (1/20) CAP CABINET D EE WT TORQUE 22x34 SCALE: 1" = 1'-0" 111x17 SCALE: 1/2" = 1'-0" NOTES: (FOR CABLE & CABLE ATTACHMENT INSTALLATION) / / / / FRONT ELEVATION I. MAX. CABLES NO. 2. ATTACH TOWER 3. TO CABLE 4. ATTACH 5. CENTROID 6. INSTALLATION INSPECTION NO. OF CABLES PER TOWER LEG SHALL NOT EXCEED 12. USE DIAGONALLY OPPOSITE ARE CABLE IN EXCESS. BLE SHALL NOT BE INSTALLED ON STEP-BOLT LEG [THE CUMBING OF CABLES PER TOWER SHALL NOT EXCEED 24. COAX CONNECTORS/BRACKETS ADJACENT TO (ONE ABOVE AND ONE BELOW) LEG. PROVIDE SHIELDING FROM WAND, GROUP CABLES ON THE INTERIOR OF THE LEG ANGLE GROUP AS CLOSE AS POSSIBLE TO THE TOWER LEG NTH PLASTIC TIES. CABLES TO TOWER LEGS AT 4'-0" MAX. CC SPACING, 2'-O SPACING PREFERRED. OF CABLE GROUP SHALL BE 12 MAX. FROM CENTROID OF LEG ANGLE. IS TO BE SUBJECT TO ON-SITE INSPECTION PER IBC BY REGISTERED PROFESSIONAL:, REPORT IS TO BE SUBMITTED FOR REGISTERED PROFESSIONALS REVIEW ' JOINT / NODE / OF LATTICE TOWER (TYP) � A THE AND TOWER LEG IF LEG). MAX. JOINTS IN THE AND ATTACH OR AN ACCEPTANCE. TOWER LEG OR APPROVED EQUAL. ( INSTALL PER MANUFACTURERE'S RECOMMENDATIONS) — TOP OF CONCRETE ( 1 �� 0 2 - 6" POWER CABINET DIMENSIONS ' 25.00" N ^ c� .. ° / N_ 1, J 0-) • c; .111 CONCRETE SLAB w g z MANUFACTURER: ARGUS TE -20 O -1 HEIGHT: 84.0" .., _ -J w DEPTH: 30.0" 0 $ 9 W IDTH: 30.0" • • " • • " MAXIMUM CABINET WEIGHT (VNTH UNITS): 1000Lbs ` ■t1 ® , 104576 12• 6' 0 12• EXPANSION ANCHOR DETAIL 4 2 1 ( 3 / 4 " HOLES FOR SNAP IN HANGERS (10) 7/16" HOLES FOR CUSHON 30.00" 22x34 SCALE: 6" = 1'-0" 111x17 SCALE: 12" = 1'-0" 2.80" ENCLOSURE DIMS 21/2' FLUSH MOUNT STEEL PIPE FLAN OF CONCRETE GALVANI ED PIPE (4 }3/8 "0 HILTI KWIK BOLT II EXP ANCHORS W/ 3" MIN EMBED OR APPROVED APPROVED EQUAL 11' -0' DESC MARK DESCRIPTION QTY. w O l D L i 104576 CLAMP BACK HALF 1 104577 PLATE WELD ASSY. T 0 0.75"HOLEOPENWG I ALL CORNERS - 4 PLACES DRILL AND INSTALL .0C2 CI LTS 1/2 "0 x 12" BOLT W/ 4" THREADS 2 NS — 1/2 "0 A563 OR HEX NUT 2 D B B X r - I ? °. F I 'A' COMMUNITY DEVELOPMENT LWS 1/2" LOCK WASHER 2 7/8" COAX (TYP) TOWER LEG 1 Q CONCRETE ANCHORS ( A HILT' P 633 (ARGUS HS 63 M12/25 ) 1 OR EQUIVALENT 01 0 Z COAX CONNECTOR KIT P/N B2250 A -A SECTION _, I 24.40" ° ' ' i CONCRETE SLAB J "____ �/ ' �� — , CEIVEJ, /B -CO AX TO WER LEG s 2' TWRAP ii 1 {� c�� B-B SECTION ILOUNTING HOLE LOCATION RIGHT SIDE VIEW 12" 6• 0 1' 2 6• 3• 0 6" _ ARGUS DETAILS 6 PIPE 3 VERTICAL COAX SUPPORT DETAIL 22x34 SCALE: I - , D" • U 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487.1734 'START DATE: 06/24/05 'DRAWN BY: LJs CHECKED BY: MWO SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -5 • pECE�Y � � Ili ,ic I' � , � 64 mm $ ' i ij t ! f l ��l ! �1 1, V' 737 -978 for use with most 2 -point Dualband panel V >f • \\ \ ` / . ., • am mount Cellular an. antennas � i •• N UN ,. ,.. kV' PAP"' m L =� AMB -7 Mounting Kit 2 625 inches • 0 12 (BS mm :a)j1 I 1.- 7741rcNOs 75.4 Inches (MB mm) mm' 7Y IIILhiS�7 (2007 mm) ownoton mm) mo WYp Ka IG12,∎0:n 54612 (s0 n 1,5 arcnl GD l 7!Ir i.K w+ r-ei sxm 14! io. .ro � 0.., Co 1 Nt D-•, D W ow nw S S ba>Ta4 (tau 4103 Woes I fzez'mN 04 -980 0 (D I RQJ 162.- 6 KU 60100 11710 -z,6,I 1710_2160 Order MamMbn: mod• Deaco•v1 742 -265 ;ma n 2607716 DIN cams.. API SI106W/10.0J0650/ADTA P KATHREIN MOUNTING KIT 4 KATHREIN TILT MOUNT KIT 3 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS I I 1 j f / / / L. X 1:2x5 106 18 -2. - 90E • `• j I I I • 39 S Antenne - - - -- - - -- - - -:� M8 I; /II -- - M6 C /T.% h9 - - - - - - - I 84 ^ ' I `!Mast / i i I i i i i/ i / I I I j • / � !/ III lo se II t ` - 8 a: - - -- - -- - _ ' NOTE: / �• ►? ' • ' COMKjUl�11TY fl T Q :15 •I :1 40 ; ALL ANTENNA SUPPORT HARDWARE BRACKET TO PIPE MAST OR ANTENNA ASSEMBLY'S TO TOWER STRUCTURES ARE DESIGNED BY THE MANUFACTURER AS A FRICTION BEARING CONNECTION IN WHICH THREADED RODS OR BOLTS ARE TENSIONED TO A "SNUG - TIGHT" • DITION WHICH CLAMPS THE BRACKET TO THE POLE OR PIPE MAST. GEOMETRY OF THE BRACKET AND THE FRICTION CONNECTION VENT THE BRACKET FROM HORIZONTAL OR VERTICAL MOVEMENT. THE MANUFACTURER DOES NOT SPECIFY ANY REQUIRED BOLT TENSIONING FOR THESE CONNECTIONS, ONLY THAT THEY ARE INSTALLED O A "SNUG - TIGHT" CONDITION. OLL I ! J j- �I ' NNW I:: 2 _ == '' - " 0 • -, o` •, I to II i II I II I it, �'�r f,„. �� — • I� I I 64 — — — — — -----•— -- — X I I —� j I - alle Schrauben SW 13 — all screws 13 A/F o �� 72 L. KATHREIN DOWNTILT DETAIL 2 KATHREIN MOUNTING CLAMP 1 22x34 SCALE: NTS I11x17 SCALE: NTS - 22x34 SCALE: NTS 111x17 SCALE: NTS • U 6X t ... 0 CORNERS-II-ONE ENC. 14201 NE 20081 ST, SUITE 200 W000INVILLE, WA 98072 P1-I: 425.487.1732 FAX: 425.487,1734 START DATE: 0824105 I DRAWN BY: LJS CHECKED BY: MWo REVISIONS DATE 013.242005 11-04.2006 D408 -2006 DESCRIPTION A PRELIMINARY COS 0 BLDG PERMIT I SCL COAQMENT INITIAL LJS DMO JBT I EXPIRES 02/15/08 I SCL TOWER #DU'0/34 SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -5.1 Seder 1 2 3 hector IV A B C Number of existing Antennas 2 2 - 2 Number ((Antennas to be replaced 2 2 2 Edaag Antenna Model RR65.1802DPL2 11R65.18.WDP12 RR65- 10-020PL2 Eating Antenna Azimuth 110 330 50 Etnstin Center Ina (L) 13/ 137 13/ EaiatingNumberol Feeders EAstiag Epbting Existing Edsag Feeder Diameter 1.1:1F7 LDF7 l LDF7 EdnagFeeder Length (eL) 164 164 t 164 Removal of existing Feeder Nreplaced No No No Sedorbedon:Requlledsc rial ifs ;a 1417 Dot _ 110 atc1888saterNo S 3aa0xr New Antenna Center line (b.) 137 147 137 Hew Antenna Mudd 742265 742265 742265 New Antenna Vendor Kaduna Itrash KatMeln Muncher d NewAntemao 3 3 3 NewAntenm Dimeatwo (Inches) (1,WJ)) 76.3 x103 x55 74.3 0103 x55 763 x 103x55 NUM Antenna Weight (Its) 526 529 529 Nave Mech. fit 2 10 0 HewEL 111850 lusting El 'ruling Existing New EL MI90D 0 2 _ 0 7tewASmrtn 14U .ist w I dal Number ot Paden Embag • 6 Entsbrp .6 E =hag •b Number d newFeeders 6 6 6 New Feeds Diameter Comp 158" Comm 1.5/8" Comm15R' New Feeder Length (N.) 164 164 164 Mew Feeds( Vendor Coosnecope Contact Coo.mcope Number of Jumper Cable A Existing .6 Easing .6 1 E lasting .6 Heaaber ((Jumper Cable Eeistlg.0 Existing.0 Eckdng•0 )lumber ((Jumper Cale C Edging • 2 Existing .2 E xbdog •2 Humber of Jumper Cable D Existing • 6 EdlInt •6 Exiting .6 .hamper Vendor/Model AB Eabtiog E xktinq Existing Jumper Vendor/Model DD Eabting E&ling Existing I1al Number oIJump Late [eating • 14 . L00l g •14 Eat* • 14 I0101 Number of I MA Eating • 2 Biding .2 Edang•2 Haase o Near T74A 2 2 2 TUb Vendorldodsl LGP21131 LGP21401 LGP21401 Number of New Bias -T/ QM - - • bias -T /Cal Vendowodd (1b1A) - Iltu dP DU's 1oed Humberof0 Eating Eating Eating Number d Neer Di exer 0 0 D Diplom Vendor odd - - - MCPA No No No flop loaN.d.0oplocaVe lor(MOdd • - - Humdxer of New DaapplekxxaaAnol•Dgdexe Total Number ofRE1(1901 Ube) Refer to IN Coral tab Ref at to 'RFT Canna" tab Refer to 'RET Colitis" tab RET Vendor/Mode( - - Honda d RCSaplatos(RET) - _ - Noe03 et RC Top hemp= - - - Ham6er d RC Boman Jumpers - RC Feeder Cable Model - - - Haadxer or Rt. 1-seder Lab1b Number or LI.0 - s ]NEIi - Nod d CCU(RET) n0aea type HGx(an Vneml]r0Ct 0tl1 hllmRnl UrxeO l 5 macaw tardy sitcom MaCfO Sector Comments She Comments Vili158 • • .: cingular Revbim History -. Sector D(s) dxangedlo reflect 'Blue' namng Nobs MIA removed (UM /Lb) Hots: 1. II the New Moth Tilt is not feasible, add it to Electrical Tit & inform 'Ungar Pf mmao below. 2. If the de/sector is using TIM model 1.GP 21401 unused ports of this TMA to be lermnated in D ohm DIN load from Huber SuMeer with node! - 5571Sr5062•. RF Engineering RF EngineerlSadaniv Kulkanl • (425) 802 4312 (Print 00104 angular RF: Dust er N: Silo Id: Site name: Roxbum Latitude Longitude SC1892 47506500D N _1222985556 W Ithaca _206-409 -5610 (Print neap Market: CINGULAR WIRELESS SEATTLE /TACOMA RF ConRguratlon Data Sheet (Pro Install) ( Updated en: Dam /12414035 Version #:I [3.0 Dual Band 650)1900 Wiz 'May 12, 2005 ( Address410600 WMARGINAL WAY SOUTH, SEATTLE. WA. (County. RINI ( •s.tr5 ✓.CO F GURATIOND - WING '«,t:7t� r: cing Market Seattle / Tacoma Ouster Id: 8 X X I I X �p�I I ERICSSON TMA 4�'v' LUCENT MHA 11{ L r. n n n ci X13 Ericsson GSM 1900 Site ID: SC1892 Site Hare: Roxbury Sector. 1 n n n n Nokia GSM RSf1M900 RECEIVED Cu IMUNITY DEVELOPMENT nri::AN'3.R ; CONFIG RATI • .DRAYIB Otto ::tiijoocrs' cingular � I�' I I �'y - ERICSSON TMA 4l LUCENT MHA �x.' l"' J Market: Seattle / Tacoma Cluster Id: 8 Dery X X I I X :... 7.7RF CONFIIDURATION DR7HMNG 5: c ingular • Market Seattle / Tacoma Site ID: SC1892 Ouster Id: 8 Site Name: Roxbury Sector. 3 Ericsson GSM loot X Site ID: SC1892 Site Name: Roxbury Sector. 2 n n n n Nokia GSM asonoOn Nokia GSM RADIO PLAN 1 22x34 SCALE: NTS 111x17 SCALE: NTS to lawn C/ 3 N J CD C U ®• c Oo�«eewlr O IV E c . 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425 487.1734 START DATE: 0824/05 'DRAWN BY: LUS CHECKED BY: MWO REV'S IONS DATE 06.242005 1 #2005 0406.2006 DESCRIPTION A PRELIMINARY CDS 0 BUD. PERMIT I SCL COMMENT EXPIRES D2/15i08� 1 SCL TOWER #OU O/34 INITIAL DUO JOT SITE SC1B92 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE RADIO PLAN SHEET NUMBER A -6 1900 MHz MANUFACTURER CATEGORY RL CRITERIA INSERTION LOSS GAIN NOKIA CS72993.08 TX -18 db 0.8 dB N/A RX (ACTIVE MODE) -16 db 1.7 dB 33 dB RX (INACTIVE/ BYPASS MODE) -12 db 4.5 dB 0 dB POWERWAVE LGP214NN TX -18 db 0.8 dB N/A RX (ACTIVE MODE) -16 db 1.9 dB 12 dB RX (INACTIVE/ BYPASS MODE) 0 db 2.6 dB 0 dB ERICSSON KRY 112 71/N TX -18 db 0.5 dB N/A RX (ACTIVE MODE) -16 db 1.7 dB 12 dB RX (INACTIVE/ BYPASS MODE) 0 db 2.5 dB 0 dB 1900 MHz MANUFACTURER CATEGORY RL CRITERIA INSERTION LOSS ANDREWS 641280- DF -9-DCB TX 806 - 960 MHz -20 db 0.15 dB RX 1710 - 2160 MHz -20 db 0.2 dB CLEARCOMM CCDP-565-1W TX 806 - 960 MHz -18 db 0.15 dB RX 1710 - 2160 MHz -16 db 0.15 dB ( ( (3) (4) (5) 40 (6) ( (8) ANTENNA SWEEP TEST ACCEPTANCE: CINGULAR WIRELESS RF ENGINEERING, PACIFIC NORTHWEST (WASHINGTON AND OREGON MARKETS) REQUIRED EQUIPMENT: 1 ANRITSU SITE MASTER C251 OR S332D. 1 EXTERNAL 12Vdc POWER SUPPLY TO POWER THE BIAS T. 1 DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS). 1 DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS). 2 DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS). 1 PHASE STABLE CABLE. 1 TRUE -RMS MULTI- METER. NOTE: ALL SWEEPS MUST BE DONE IN RETURN LOSS MODE AND NOT VSWR MODE. TEST FREQUENCIES: PCS BAND F1 =1850 F2 =1990 850 BAND F1 =824 F2 =894 TX FREQ F1 =1930 F2 =1990 TX FREQ F1 =869 F2 894 RX FREQ F1 =1850 F2 =1910 RX FREQ F1 =824 F2 849 G8 =GSM 850 T8 =TDMA 850 G9 =1900 GSM U9 =1900 UMTS CALIBRATION SETUP: 1. PRESS MODE AND HIGHLIGHT RETURN LOSS. 2. ENTER FREQUENCY VALUES FOR Fl AND F2. SEE TEST FREQUENCIES FOR VALUES. 3. PRESS SWEEP, RESOLUTION THEN SELECT 517. 4. PRESS START CAL AND FOLLOW INSTRUCTIONS FOR OPEN /SHORT/LOAD. 5. ONCE SITE MASTER HAS FINISHED CALIBRATING DO NOT REMOVE LOAD. VERIFY THE TRACE IS FLAT (A FEW SPIKES ARE OK) AND MEASURES AROUND -541B. IF NOT RETIGHTEN ALL CONNECTORS AND RECALIBRATE. IF IT IS NOT FAIRLY FLAT AND MEASURING -54dB EITHER THE LOAD IS BAD OR THE SITE MASTER HAS A PROBLEM. 6. RECORD THE RETURN LOSS IN dB OF THE LOAD ON THE SITE RESULTS SPREADSHEET. 7. ONCE CALIBRATION IS COMPLETED SAVE CAL/SET SETUP. ANTENNA SWEEP TEST: RETURN LOSS - ANTENNA ONLY CABLE SYSTEM DISTANCE TO FAULT - LOAD - COMPONENT BYPASS SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS INSERTION LOSS - SHORT - CABLE AND COMPONENT TRANSMISSION LINE CONTINUITY TEST CABLE LENGTH - ANTENNA - COMPONENT BYPASS RETURN LOSS - COMPONENTS SYSTEM RETURN LOSS - ANTENNA, CABLE AND COMPONENTS 1. RETURN LOSS - ANTENNA ONLY: TEST FREQUENCIES: PCS BAND F1 =1850 F2 =1990 850 BAND F1 =824 F2 =894 THIS TEST PROVIDES A QUICK INTEGRITY TEST TO VERIFY THE QUALITY OF AN ANTENNA BEFORE IT IS INSTALLED. THE ANTENNA IS TESTED IN THE RETURN LOSS MODE. PERFORM THE MEASUREMENT OUTDOORS AND POINT THE ANTENNA AT THE SKY FOR THE RETURN LOSS MEASUREMENT. THIS WILL ENSURE THAT NO RF REFLECTION FROM A NEARBY OBJECT IS CAUSING A FALSELY INFLATED RETURN LOSS. NOTE: THE MINIMUM ACCEPTABLE PASS LEVEL IS -14 dB FOR ALL BAND AND MANUFACTURERS. 2. CABLE SYSTEM DISTANCE TO FAULT - LOAD - COMPONENT BYPASS: THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS TOOL FOR THE TRANSMISSION LINES AND CONNECTORS. BYPASS ANY DIPLEXERS, SURGE ARRESTORS OR MHA'S IN LINE, AND SWEEP FROM THE TOP OF THE CABINET IF BOTTOM JUMPERS ARE INSTALLED. OTHERWISE SWEEP FROM THE BOTTOM OF THE MAIN COAX LINE. TEST FREQUENCIES: 1900 F1 =1850 F2 =1990 850 F1 =824 F2=894 1. PRESS MODE, SELECT DTF, SELECT DTF AID, ENTER TEST FREQ, DISTANCE AND CABLE SIZE. 2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA. 3. CONNECT A LOAD AT THE END OF THE ANTENNA JUMPER. 4. PERFORM DTF MEASUREMENT. 5. PRESS LIMIT TO SET THE HORIZONTAL MARKER: SET LIMIT LEVEL TO -32 dB. 6. VERIFY ALL CONNECTORS ARE BETTER THAN -32 dB AND COAX IS BETTER THAN -40 dB. 7. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP. 8. REPEAT DTF TEST FOR THE REMAINING TRANSMISSION LINES. •NOTE -32 dB OR BETTER FOR CONNECTORS IS CONSIDERED AS PASSING. : ' -40 dB OR BETTER FOR ALL COAXIAL CABLE INCLUDING JUMPERS IS CONSIDERED AS PASSING FOR THE ENTIRE CABLE SYSTEM, THE MINIMUM ACCEPTABLE PASS LEVEL FOR THIS TEST IS -32 dB FOR BOTH 1900 MHz AND 850 MHz BAND. 3. SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS: EACH FEED LINE SYSTEM IS TESTED FOR ACCEPTABLE RETURN LOSS. THIS TEST VERIFIES THE CABLE SYSTEM QUALITY. THE TEST IS PERFORMED USING A PRECISION, CALIBRATED 50 LOAD IN LIEU OF THE ANTENNA. THE TEST LINE CONSITS OF THE EQUIPMENT JUMPERS, SURGE ARRESTOR, MAIN FEED LINE, AND TOP JUMPERS. NOTE: THE MINIMUM ACCEPTABLE PASS LEVEL IS -20 dB FOR BOTH 1900 MHz AND 850 MHz BAND. TEST FREQUENCIES: 1900 F1 =1850 F2 =1990 850 F1 =824 F2 =894 1. PRESS MODE, SELECT RETURN LOSS. 2. BYPASS THE COMPONENTS. 3. CONNECT A LOAD AT THE END OF THE ANTENNA JUMPER. 4. PERFORM RL MEASUREMENT. 5. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -20 dB. 6. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP. 7. REPEAT RL TEST FOR THE REMAINING TRANSMISSION LINES. 4. INSERTION LOSS - SHORT - CABLE AND COMPONENT : THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION LINE AND JUMPERS BETWEEN THE CABINET AND ANTENNA. USE TABLES 3 AND 4 FOR INSERTION LOSS VALUES FOR DIPLEXER'S AND MHA'S. TEST FREQUENCIES: 1900 F1 =1850 F2 =1990 850 F1 =824 F2 =894 1. PRESS MODE, SELECT RL, SELECT RL AID, ENTER TEST FREQ, DISTANCE AND CABLE SIZE. 2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA. 3. CONNECT A SHORT AT THE END OF THE ANTENNA JUMPER. 4. PERFORM INSERTION LOST MEASUREMENT. 5. MARK MAX RL (PEAK) WITH M1 AND MIN RL (VALLEY) WITH M2. ADD M1 TO M2 THEN DIVIDE BY 4. M1 +M2/4 =IL AVERAGE SHOULD BE LESS THAN 1 dB BELOW THE LOSS FOR THE NEXT HIGHEST CABLE LENGTH. 6. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP. 7. REPEAT INSERTION LOSS TEST FOR THE REMAINING TRANSMISSION LINES. 5. TRANSMISSON LINE CONTINUITY TEST: THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH BETWEEN THE BTS AND THE TMA FOR THE DC NETWORK. 1. CONTINUITY TEST SHOULD BE PERFORMED RIGHT AFTER THE INSERTION LOSS TEST WHILE THE SHORT IS STILL CONNECTED. IF NOT; CONNECT A SHORT ON THE END OF THE TMA JUMPER. 2. CONNECT THE METER TO THE LAST CONNECTOR BEFORE THE BIAS T; RED LEAD TO CENTER PIN BLACK LEAD TO CONNECTOR BODY. 3. VERIFY METER READS A SHORT. 4. REMOVE SHORT AND VERIFY METER READS OPEN. 5. IF STEPS 3 AND 4 FAIL CLEAN THE GLUE OFF THE CENTER CONDUCTOR ON THE JUMPERS. 6. REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE PATHS. (NO MEASUREMENTS NEED TO BE RECORDED IN THE SITE REPORT) 6. CABLE LENGTH - ANTENNA - COMPONENT BYPASS: THIS DISTANCE TO FAULT SHORT TEST IS USED TO DETERMINE THE LENGTH OF THE CABLE SYSTEM WITH THE ANTENNA AS PART OF THE SYSTEM. TEST FREQUENCIES: 1900 F1 =1850 F2 =1990 850 F1 =824 F2 =894 1. PRESS MODE, SELECT RL DTF, SELECT DTF AID, ENTER TEST FREQ, DISTANCE AND CABLE SIZE. 2. STARTING WITH TX/RX 1. USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA. 3. CONNECT THE ANTENNA TO THE END OF THE ANTENNA JUMPER. 4. PERFORM DTF (RL) MEASUREMENT. 5. VERIFY ALL CONNECTORS ARE BETTER THAN -32 dB. 6. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP. 7. REPEAT DTF TEST FOR THE REMAINING TRANSMISSION LINES. 7. RETURN LOSS - COMPONENTS: MAST HEAD AMPLIFIER (MHA): MHA'S AT 1900 MHz BAND SHOULD SHOW A RETURN LOSS BETTER THAN -18 dB. IF NECASSARY, TEST THE MHA'S BY PLACING A 50 -ohm LOAD ON THE END THAT CONNECTS TO THE ANTENNA, AND CONDUCT A RETURN LOSS MEASUREMENT OVER THE ENTIRE 1900 MHz TX BAND, AND PRINT A PLOT. SET THE START AND STOP FREQUENCIES OF THE 1900 TX BAND. SET M1 TO DETERMINE THE WORST RETURN LOSS IN THIS FREQUENCY RANGE. A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -18 dB. SET THE START AND STOP FREQUENCIES TO THE 1900 RX BAND. FOR A NOKIA CS72993.08 MODEL, A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -12 dB. SEE TABLE BELOW. FOR ALL OTHER MODELS, THE RETURN LOSS WILL BE 0 dB IN THE 1900 RX BAND BECAUSE THEY WILL NOT ALLOW SIGNAL THROUGH WITHOUT DC POWER. DIPLEXERS: THE DIPLEXER OPERATES AT 850 MHz AND 1900 MHz BANDS (THROUGH THE APPROPRIATE PORTS) AND SHOULD SHOW A RETURN LOSS BETTER THAN -20 dB. TO TEST THE DIPLEXER, PLACE A 50-ohm LOAD ON THE END WITH ONE PORT THAT CONNECTS TO THE ANTENNA. CONNECT THE TEST GEAR TO THE 1900 MHz PORT ON THE DIPLEXER. SWEEP OVER THE ENTIRE 1900 MHz TX/RX BAND, AND PLOT IT. SET THE START AND STOP FREQUENCIES OF THE ENTIRE 1900 MHz TX/RX BAND. SET M1 TO DETERMINE THE WORST RETURN LOSS IN THIS FREQUENCY RANGE. A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -20 dB. THEN CONNECT THE TEST GEAR TO THE 850 MHz PORT ON THE DIPLEXER. SWEEP OVER THE ENTIRE 850 MHz TX/RX BAND, AND PLOT IT. SET THE START AND STOP FREQUENCIES OF THE ENTIRE 850 MHz TX/RX BAND. SET M1 TO DETERMINE THE WORST RETURN LOSS IN THIS FREQUENCY RANGE. A PASS IN THIS RANGE IS A RETURN LOSS BETTER THAN -20 dB. SEE TABLE BELOW FOR DIPLEXER TYPES. 8. SYSTEM RETURN LOSS - ANTENNA, CABLE AND COMPONENTS: EACH ANTENNA FEED LINE SYSTEM IS TESTED FOR A RETURN LOSS. THE TEST LINE IS CONSISTED OF BOTTOM JUMPER, SURGE ARRESTOR, MAIN COAX, TOP JUMPER, MHA, DIPLEXER, AND ANTENNA. THERE ARE TWO TYPES OF TESTING FOR THIS COMPLETED SYSTEM. THEY ARE TX PATH AND TX/RX PATH. 1. TX PATH TESTING THE TX PATH RETURN LOSS TESTING IS A PERFORMED TO MEASURE THE CONTINUITY AND IMPEDANCE MATCH OF THE TRANSMIT PATH. THIS SETUP IS ALSO USED IF NO TMA IS USED. TEST FREQUENCIES: 1900 F1 =1850 F2= 1990 850 F1 =824 F2 =894 1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER. 2 ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE. 3 PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15.5 dB. 4. STARTING WITH TX. CONNECT THE DIPLEXERS IF PROVIDED. 5. PERFORM RETURN LOSS MEASUREMENT. 6. PRESS MARKERS SELECT M1 THEN MARK PEAK. 7, VERIFY MARKER M1 IS BETTER THAN -15.5 dB. 8, LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP. 9. DISCONNECT SWEEP GEAR FROM TX. 10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES. TEST FREQUENCIES: F1 =1930 F2 =1990 1. PRESS MODE. SELECT RETURN LOSS ON SITE MASTER. 2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE. 3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15.5 dB. 4. STARTING WITH TX/RX 1. REMOVE THE DIN (F) TO DIN (F) CONNECTOR AND RECONNECT THE TMA. 5. PERFORM RETURN LOSS MEASUREMENT. 6. PRESS MARKERS SELECT M1 THEN MARK PEAK. 7. VERIFY MARKER M1 IS BETTER THAN -15.5 dB. 8. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP. 9. DISCONNECT SWEEP GEAR FROM TX/RX 1. 10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES. TEST FREQUENCIES: F1 =1850 F2 =1910 1. PRESS MODE, SELECT RETURN LOSS ON SITE MASTER. 2. ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE. 3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15.5 dB. 4. STARTING WITH TX /RX 1. REMOVE THE DIN (F) TO DIN (F) CONNECTOR AND RECONNECT THE TMA. 5. PERFORM RETURN LOSS MEASUREMENT. 6. PRESS MARKERS SELECT M1 THEN MARK PEAK. 7. VERIFY MARKER M1 IS BETTER THAN -15.5 dB. 8. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP. 9. DISCONNECT SWEEP GEAR FROM TX/RX 1. 10. REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES. NOTE: THE PASS CRITERIA IS -15.5 dB. 1. TX/RX TESTING THE TX/RX PATH TESTING IS A TEST PERFORMED TO MEASURE THE OPERATION OF THE DUPLEXOR - THE ISOLATION BETWEEN TRANSMITS AND RECEIVES PATHS - AND THE OPERATION OF THE LOW NOISE AMPLIFIER (LNA). THE TEST METHOD CONSITS OF CONNECTING THE ANTENNA CABLE SYSTEM TO THE TEST EQUIPMENT SUCH THAT A LOOP TYPE TEST (SEE SECTION 3) CAN BE PERFORMED THROUGH THE LNA. A BIAS T AND POWER SUPPLY ALLOW THE LNA TO BE POWERED ON AND OFF. ONE DATA RECORDING IS DONE WHEN THE LNA DC POWER IS TURNED OFF; A SECOND DATA RECORDING IS DONE WHEN THE LNA DC POWER IS TURNED ON TO 15V. NOTE: THE MINIMUM ACCEPTABLE VALUE IS IF THE GAIN BETWEEN THE TWO RECORDED DATA IS GREATER OR EQUAL TO 11 dB FOR A GAIN TMA OR IS GREATER OR EQUAL TO 32 dB FOR A 33 dB TMA. DUPLEX LNA TESTING: DUPLEX LNA TX/RX TRANSMISSION TESTING WILL TEST THE OPERATION OF THE DUPLEXER - THE ISOLATION BETWEEN TRANSMIT AND RECEIVE PATHS - AND THE OPERSTION OF THE LOW NOISE AMPLIFIER (LNA). THIS TEST DOES NOT GIVE ACCURATE QUANTITATIVE DATA ON THE LNA GAIN. IT IS BASICALLY A FUNCTIONALITY TEST TO ESTABLISH THAT THE LNA POWERS UP WITH GAIN APPROXIMATELY TO SPEC. 1. CONNECT TX CABLE INTOTHE RF OUT PORT OT THE NETWORK ANALYZER. 2. CONNECT TX/RX OR RX CABLE INTO THE RF IN PORT OF THE NETWORK ANALYZER THROUGH THE BIAS TEE. 3. THE POWER SUPPLY CONNECTED TO THE BIAS TEE SHOULD BE OFF. 4. INJECT RF SIGNAL INTO THE RF OUT PORT. 5. MEASURE AND RECORD THE RETURN LOSS WHILE THE DC POWER INTO THE BIAS TEE IS OFF. 6. LEAVE THE HARDWARE SET UP THE SAME. 7. MEASURE AND RECORD THE RETURN LOSS WHILE THE DC POWER INTO THE BIAS TEE IS ON AND SET TO +15 VOLTS. 8. COMPARE THE GAIN BETWEEN THE TWO RECORDING DATA IF THE GAIN IS GREATER OR EQUAL TO 11 dB FOR AN 11 dB TMA AND 32 dB FOR A 33 dB TMA, THEN THE SYSTEM IS CONSIDERED AS PASS. DELIVERABLES: THE FOLLOWING EIGHT (8) PLOTS OF SWEEPS AND ONE SITE SURVEY FORM SHOULD BE INCLUDED IN THE TURNOVER PACKAGE FOR EVERY ANTENNA PORT ID. IN ADDITION TO THE PLOTS THE SITE SURVEY FIELDS MUST BE POPULATED: RETURN LOSS - ANTENNA ONLY: PASS CRITERIA -14 dB DISTANCE TO FAULT - LOAD - COMPONENT BYPASS: PASS CRITERIA: -32 dB SYSTEM RETURN LOSS - LOAD - COMPONENT BYPASS: PASS CRITERIA -20.0 dB INSERTION LOSS - SHORT - CABLE AND COMPONENT: PASS CRITERIA: NO LESS THAN 1 dB BELOW TABLE 1 OR TABLE 2 CABLE LENGTH - ANTENNA - COMPONENT BYPASS: PASS CRITERIA NONE SYSTEM RETURN LOSS - ANTENNA - CABLE AND COMPONENT: PASS CRITERIA: -15.5 dB LNA GAIN - SHORT - DC POWER OFF: PASS CRITERIA: NO GAIN LNA GAIN - SHORT - DC POWER ON: PASS CRITERIA: 11 dB GAIN OR 32 dB GAIN ALL SWEEPS MUST BE POSTED AT THE FOLLOWING LOCATION: https//plus.xdrive.com/starV?x=714v7rf2e15b THE FOLLOWING PEOPLE NEED TO BE EMAILED WHEN SWEEPS ARE POSTED: steven.webster@cingular.com; anne.le @cingular.com; eric.a.johnson @cingular.com; gerardo.garcia @cingular.com; piero.rovani @cingular.com FOR ANY TECHNICAL QUESTIONS PLEASE CONTACT: James Fugate © (206) 240 -9006 or Piero Rovani @ (425) 580 -8258 / ' \ RE CEIVE , PV 1-1 COMMU DEVELnd T 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072. PH: 425.487.1732 FAX:' 425.487.1734 (START DATE: C6/24/05 (DRAWN BY: US (CHECKED BY: MWO SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE ANTENNA SWEEP TEST SHEET NUMBER A -7 • • ELECTRICAL SPECIFICATION: 1 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. ALL ELECTRICAL / TELCO CONDUIT SHALL BE RIGID METAL CONDUIT (RMC) TYPE CONFORMING TO UNDERWRITERS LABORATORIES STANDARD UL -6 AND ASTM A -135: ALL CONDUITS SHALL COMPLY WITH NEC, ARTICLE 346. ALL RIGID AND FLEXIBLE CONDUITS, AND COUPUNGS SHALL BE HOT DIPPED GALVANIZED HAVING A HARD BAKED ENAMEL OR HEAVY LACQUER FINISH, BOTH INSIDE AND OUTSIDE. COUPLINGS SHALL BE THREADED TYPE, GALVANIZED AND MADE FROM SAME GRADE OF MILD STEEL AS RMC. ALL BENDS SHALL BE 30" MINIMUM RADIUS. 5. ALL WRING SHALL BE STRANDED COPPER WITH MINIMUM 600V INSULATION (UNLESS OTHERWISE NOTED). 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS - LINKED POLYETHYLENE. 7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM CINGULAR 24 -HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS AFTER THE INSPECTION HAS TAKEN PLACE. 10. ALL EQUIPMENT, WRING, AND MATERIALS MUST HAVE A UL LABEL 11. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES 14. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED BY CODES AND /OR UTILITY COMPANIES. 15. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL LOCATIONS 16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. 17. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 18. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. 19. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS 20. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200# RATED NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT OR AS REQUIRED BY LOCAL UTILITY COMPANY. ELECTRICAL SPECIFICATIONS 22x34 SCALE: NTS 111x17 SCALE: NTS 2 PROPOSED NEMA 3R TELCO ENCLOSURE W/ 2" RMC TO (E) TELCO DEMARC BOX (E) 100 AMP SERVICE TO BE UPGRADED TO 200 AMP SERVICE W /100 AMP 2P BREAKER FOR UMTS 2" RMC W/ (2) - #2 THHN, (1) -#6 THHN AND (1) - #6 GROUND 2" RMC W/ 24 TWISTED PAIRS OF 24 AWG SHEILED TELCO CABLE (E) COUNTERPOISE (N) #2 TINNED WIRE COUNTERPOISE r - - — W/ 30' COPPER CLAD SECTIONAL GROUND RODS EQUALLY SPACED (TYP OF 10) • \ i- p x P r LUCENT UMTS CABINET r - -- P ire r ♦- TRANSITION FROM 2" RMC TO LIQUIDTIGHT FLEX METAL CONDUIT AFG (TYP) O I II. -UTUR -UTUR ' -UTU FUTURE NOKIA NOKIA NOKIA ARGUS JLTRASITEIULTRASITEkJLTRASI = POWER (CABINET ? CABINET ICABINET CABINET s RECEIVED COMMUNITY DEVELOPMENT 5' -0" — 0 x T • IMMO =IS 3' 2' 1' 0 1' 3' 5' TELCO /POWER ROUTING 22x34 SCALE: 3/8" = 1•-0" 111x17 SCALE: 3/16" = 1'-0" 1 U L w J w CC 0) C ENGINEERING, 'NC. 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487,1734 START DATE: 08/24/05 (DRAWN BY: U S CHECKED BY: nevus SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E -1 • SECTOR A SECTOR B SECTOR C ViN TYPE V � GR CZ) N OAAL CTI WITH TE:. NOOXCOAT " ALL OR APPROVED MECH NIC EQUAL TYPE GL C �t• `;:; LUG • - .1.._ . • • M� • — NEW CO ^J(IP.L GROUND KITS W LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) (E) 4 "x 24 "x 1/4" THK COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR (3) ANTENNAS PER SECTOR �! I I / / ' (3) ANTENNAS PER `I , i; __� SECTOR / / / (3) ANTENNAS PER SECTOR I !. I �� TYPE SS \ 0 TY PE PT a O O 0 Y O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � • TYPE .... :::000000 0000000 - TYPE GT P �� i VS FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD GL) COAXIAL CABLES (TYP 2 PER ANTENNA) • e (E) GROUND BAR -4 @ ANTENNA GROUND COAX G COAX ( ' I IN ___ #2AWGSHIELDED GROUND WIRE ON ELECTRICAL ISOLATERS / NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - W CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADELDS TO BE USED FOR THIS PROJECT. (TYPE CADWELD DETAILS 4 GROUND BAR CONNECTION DETAIL 9 22x34 SCALE: NTS 11x17 SCALE NTS 22x34 SCALE: NTS 111x17 SCALE: NTS A \ / / ' ` `( \� \ \ \\ (E) GROUND BAR @ BASE OF POLE #2 SOLID BARE TINNED COPPER GROUND WIRE G EQUIPMENT CABINETS (TYP) 710k, \\ • MOM I t. (E) MGB #2 SOLID BARE ` I TINNED COPPER - �_ GROUND WIRE / ti I. ° _ I el ■it t TO GROUND RING I I I I TO (E) GROUND RING 1' (TYP 2 PER CABINET) 4' 4= 4' RECEIVED •hi AV - r) - • , #2 SOLID BARE TINNED COPPER GROUNDING LEADS (TYP 2 PER CABINET) S DEVELOP OU T ANTENNA GROUNDING DIAGRAM 11 NOT USED 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: NTS I11x17 SCALE: NTS ........ e� E . ,,.. 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487,1734 START DATE: 08/24/05 I DRAVVN BY: U S CHECKED BY: MWO SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2 PROPOSED 200 AMP PANEL CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION SURGE SUPPRESOR 60A • A B 1 2 20A LIGHTING • • 4 20A GFI RECEPTACLE in • • • SPARE 5 . 6 30A • BTS (EXISTING) • • SPARE 7 1/2 • II 10 30A • • • LUCENT UMTS CABINET 100A • 9 Wooly BTS (EXISTING) • • • ARGUS TE20 PWR CABINET 30A • 13 • 14 30A • ARGUS TE20 PWR CABINET ARGUS TE20 PWR CABINET 30A 17 . 18 30A ARGUS TE20 PWR CABINET •WI • 20 • • • ARGUS TE20 PWR CABINET 30A 21 • 22 30A • • ARGUS TE20 PWR CABINET •I tion0 • • • • ARGUS TE20 PWR CABINET 30A 25 . U 26 3 °A ARGUS TE20 PWR CABINET • • ko.eill • • ARGUS TE20 PWR CABINET 30A 29 • 30 30A • ARGUS TE20 PWR CABINET • • I OW • ARGUS TE20 PWR CABINET 30A • 33 . • 34 30A • ARGUS TE20 PWR CABINET :i: ARGUS TE20 PWR CABINET 30A 37 I 38 30A ARGUS TE20 PWR CABINET • kig • 40 • • • 41 • • 42 O O Y V O O • • CIRCUIT PANEL SCHEDULE 22x34 SCALE: NTS 111x17 SCALE: NTS 2 2" RMC W/ (2) - #2 THHN, (1) - #6 THHN AND (1) - #6 GROUND TRANSITION FROM 2" RMC TO LIQUIDTIGHT FLEXIBLE METAL CONDUIT AFG, SEE NOTE 2. - EXISTING PRIMARY CONDUCTORS FROM POWER SOURCE MECHANICAL INTERLOCK 30 AMP 2P CIRCUIT BREAKER (TYP OF 12) ARGUS TE20 SITE SUPPORT CABINET 30A, 2P 1 100A 2P C- NEW (1) -#4 AWG GROUND TO GROUNDING SYSTEM EXISTING 200A METER BASE EXISTING MAIN DISCONNECT PANEL NEW 200 AMP 120/240V 1PH 3W PANELBOARD LUCENT UMTS MODULAR CELL CABINET EXISTING CONDUCTORS 7EXISTING GENERATOR RECEPTACLE /- 2" RMC W/ (2) - #2 THHN, (1) - #6 THHN AND (1) - #6 GROUND TRANSITION FROM 2" RMC TO 7,---- LIQUIDTIGHT CONDUIT AFG, E FG, FLEXIBLE SEE METAL NOTE FG, E NOTE 2. NOTES: 1. SUBCONTRACTOR SHALL SUPPLY 36" OF WATERTIGHT FLEX CONDUIT WITH ALL CONDUIT FITTING (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLINGS, ETC.) NECESSARY FOR CONNECTION TO THE EQUIPMENT CABINET. 2. SUBCONTRACTOR SHALL CUT, COIL AND TAPE A 10 -FOOT PIGTAIL FROM END OF FLEX CONDUIT FOR TERMINATION BY EQUIPMENT INSTALLATION VENDOR. 3. SUBCONTRACTOR SHALL SUPPLY AND INSTALL A 200# RATED NYLON PULL CORD FOR FULL LENGTH OF ALL EMPTY CONDUIT OR AS REQUIRED BY THE LOCAL UTILITY COMPANY. RECEIVE KA�r : I1 1 0 2 com mumry DE vezpimarr ELECTRICAL ONE -LINE DIAGRAM 22x34 SCALE: NTS 111x17 SCALE: NTS 1 • W W 0) C ,...,_• EW F E R I N o. E NC 14201 NE 200th ST, SUITE 200 WOODINVILLE, WA 98072 PH: 425.487.1732 FAX: 425.487.1734 (START DATE: 08/241)5 'DRAWN BY: US CHECKED BY: MWO REVISIONS DATE 03-24.2005 ,, #2005 0406-2006 DESCRIPTION A PRELASNARY DVS 0 BLDG PERMIT I SCL COMMENT INITIAL US DMO JBT EXPIRES 02/15108 SCL TOWER #DU D/34 SITE SC1892 (WA158) ROXBURY 10710 E. MARGINAL WAY S SEATTLE, WA 98168 SHEET TITLE PANEL SCHEDUEL & ONE -LINE DIAGRAM SHEET NUMBER E -3