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HomeMy WebLinkAboutPermit PL10-054 - CLEARWIRE / SEA0264 RIVERTON - SEPA AND WIRELESS TELECOMMUNICATIONSCLEARWIRE SEA0264 RIVERTON NORTH PLI O -O&5 E10-017 L10-066 SEPA & WIRELESS TELECOMMUNICATIONS (TYPE 2) ENVIRONMENTAL IMPACT STATEMENTS (EIS) • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 22, 2010 NOTICE OF DECISION TO: Sarah Telschow King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L10-066 Applicant: Sarah Telschow on behalf of Clearwire Type of Permit Applied for: Type II (Administrative) Wireless Communications Permit Project Description: Approval of a type II Wireless Facilities Permit to install a wireless communication facility on an apartment building. Location: 3516 S. 146th Street Associated Files: Comprehensive Plan Designation/Zoning District: E10-017 High Density Residential (HDR) Type 2 Permit BM Page 1 of 3 1-1:\Developments\Clearwire, 3516 S. 146\Notice of Decisioin.doc 12/21/2010 1:54:00 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 • • II. DECISION SEPA Determination: The City SEPA Responsible Official has previously issued a determination of non -significance for the proposed project. Decision on Substantive Permit: The Community Development Director has determined that the application for a TYPE II WIRELESS COMMUNICATIONS PERMIT does comply with applicable City (after the placement of conditions) and state code requirements and has approved that application, subject to any conditions which are set forth in the Decision based on the findings and conclusions contained in the staff report dated December 21, 2010. The following conditions have been placed on this project: 1. Prior to issuance of the building permit, the applicant shall submit revised plans to address the screening concerns raised in conclusion #2 of this staff report. The applicant can choose to either install landscaping and/or install a fence which will screen the ground equipment from view as required by TMC 18.58.110 (4). The revised plans shall be approved by the Director of DCD or designee. The screening shall be in place prior to final approval of the building permit. 2. To address the concern raised in conclusion #3 of this staff report, the applicant shall paint all proposed and existing shrouds located on the apartment complex a brown which will match the brown roofline of the apartment complex. 3. In order to address the item raised in conclusion #5 of this staff report, the applicant shall paint the proposed and existing conduit lines to match the color of the existing apartment complex. Additionally, the proposed cable support structure and any existing cable support structure shall be painted to match the building. 4. Prior to final approval of the building permit the applicant shall have an approved business license issued by the City. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the Hearing Examiner of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner decision. Type 2 Permit BM Page 2 of 3 H:\Developments\Clearwire, 3516 S. 146\Notice of Decisioin.doc 12/21/2010 1:54:00 PM • • IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by January 5, 2011. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee resolution. V. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Brandon Miles, who may be contacted at 206-431- 3684 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period if no appeal is filed. sty Department of Communi ' Development City of Tukwila Type 2 Permit BM Page 3 of 3 H:\Developments \Clearwire, 3516 S. 146\Notice of Decisioin.doc 12/21/2010 1:54:00 PM NOTIFICATION: • • STAFF REPORT TO THE DIRECTOR PREPARED December 21, 2010 On October 18, 2010 a Notice of Application was mailed to tenants and property owners within 500 feet of the project. A Notice of Application was also posted on site. FILE NUMBER: L10-066 APPLICANT: Clearwire OWNER: Ark Sunset Vista REQUEST: Approval of a type II Wireless Facilities Permit to install a wireless communication facility on an apartment building. 3516 S. 146th Street E10-017 LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: Determination of Non -Significance issued December 17, 2010 COMPREHENSIVE PLAN DESIGNATION: High Density Residential (HDR) ZONE DESIGNATION: High Density Residential (HDR) STAFF: Brandon J. Miles, Senior Planner ATTACHMENTS: A. Project Plans dated stamped received by the City on September 28, 2010. B. Project Description provided by applicant, date stamped September 28, 2010. C. Acoustical Report prepared by SSA dated September 23, 2010 D. Letter from Clearwire dated July 21, 2010 • • Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Table 1 Specific Design Standards Project Project does Not Applicable Notes: does comply not comply 1. Generators must comply with TMC 8.22 regarding noise. The applicant has not proposed a generator. A cabinet cooling device will be installed. Attachment "C" indicates that the proposed facility will comply with the City's noise standards. 2.Business License Requirement V The applicant has noted that they intend to get a business license (See Attachment B). A condition will be placed to address this issue. 3. Only safety signage must be placed on the WCF V 4. Accommodations for parking for maintenance personal must be provided. V Existing on-site parking will be utilized. 5. Towers shall either maintain a galvanized steel finish. V 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. V Clearwire's cabinet equipment will be placed within the existing equipment enclosure on the property. The applicant's plans show that there is existing vegetation surrounding the equipment enclosure; however a site visit on 12/15/10 revealed that the plan provided by the applicant is incorrect. Most of the landscaping is no longer present and the cabinet equipment is not screened. A condition has been placed to address this item. H:\Developments\Clearwire, 3516 S. 146\Type II staffreport.doc H:\Developments\Clearwire, 3516 S. 146\Type II staffreport.doc 7. All antennas and ancillary facilities located on buildings or structures other than towers shall be neutral in color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. V The applicant notes that the shroud around the antennas will be painted to match the existing building (See Attachment B). The applicant has not provided a specific color that will be used. As required buy TMC the colors of the shrouds needs to be, "...[C]ompatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible". The applicant is proposing to use a "red" for the shrouds; however the surrounding roofline is brown. 8. WCF poles and towers shall only have safety lights if required by a government agency. V No lighting is proposed. 9. No advertising is permitted on WCF ./ 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. ,/ The applicant will be utilizing an existing equipment enclosure currently being used by Sprint. 11. Setbacks shall not apply when an applicant installs new antennas on an existing tower and uses an existing equipment enclosure. If the equipment enclosure is increased, it must meet setbacks. 3/ The applicant will be utilizing an existing cabinet enclosure. The size of the enclosure will remain unchanged. 12. The proposed facility must meet the height requirements of the applicable zoning category. If the building where the facility is located is at or above the maximum height requirements, the antennas 3/ The property is zoned HDR which permits a maximum height of 45 feet. The proposed maximum height of the shrouds, which are used to screen the antennas, will not exceed 44.5 feet in height. H:\Developments\Clearwire, 3516 S. 146\Type II staffreport.doc are permitted to extend a maximum of 3 feet above the existing roof line. 13. The first preference for any proposed facility is to utilize flush -mounted antennas. Nonflush- mounted antennas may be used when their visual impact will be negated by the scale of the antennas to the building. "Shrouds" are not required unless they provide a better visual appearance than exposed antennas. Antennas shall be painted to match the color scheme of the building(s). ,/ Contrary to the applicant's application, the proposed WCF is not a concealed WCF, but instead is a non -concealed facility. The applicant has chosen to install the antennas for the WCF above the roofline of an existing apartment complex. The apartment complex has an angled roofline which would make the placement of antennas directly on the edge of the roof difficult. Instead, the applicant has chosen to use "shrouds" to hide the antennas. The applicant's proposed renderings show a dark red color; however the surrounding roofline has a brown color. 14. Feed lines and cables should be located below the parapet of the rooftop. If the feed lines and cables must be visible, they must be painted to match the color scheme of the building(s). ,/ Attachment "A" shows that a majority of the feed lines and coaxial cables will be screened either by being underground or by being below the parapet of the apartment complex where the antennas are to be placed. In order to get to the roof top the feed lines and coaxial cables will be placed within conduits on the northwest side of the building (See Sheet A- 0.1 of Attachment A). These conduits will be placed on a cable support structure (See Detail D, A- 1 of Attachment A). The plan sheets note the conduit lines will be painted to match the color of the other conduit lines; however no note is provided for the color of the cable support structure. This issue can be addressed by adding a condition on the project. 15. If cabinet equipment cannot be located within the building where the wireless communication facilities is located, then it must be located on the rooftop of the building. If the cabinet equipment can be screened by placing the V The applicant is proposing to place the Clearwire ground equipment within the existing Sprint equipment enclosure. The applicant's application shows trees that are being used as screening for the equipment enclosure. Many of the trees shown on the plans are not actually on site. In H:\Developments\Clearwire, 3516 S. 146\Type II staffreport.doc W equipment below the order for the applicant to comply parapet walls, not with the City's code requirement additional screening is additional screening will needed. required. If screening is A condition has been placed to required, then the proposed screening must be consistent with the existing building in terms of color, style, architectural style and material. If the cabinet equipment is to be located on the ground, the equipment enclosure must be fenced with a 6 -foot - tall fence and materials shall be used to screen the equipment from view. address this issue. Barbed wire fence may be used in the TVS, LI, HI, MIC/L and MIC/H zones. CONCLUSIONS 1. The applicant has submitted an application to install a non -concealed WCF on an existing apartment complex on a property zoned HDR. While the City generally prefers placement of WCF on transmission towers or utility poles, the placement of this facility on an apartment complex is needed given that it meets the applicant's coverage objectives. Given the design of the building, it would be impractical to use a concealed WCF. The placement of flush mounted antennas is also impractical given the shape of the roof. 2. The City's preference for the installation of WCF ground equipment is that it be located within the building or on the rooftop where the antennas will be placed. Given that Sprint has an existing equipment enclosure it is prudent that the applicant simply use the existing enclosure. However, the applicant's plans incorrectly not the presence of existing vegetation that is being used to screen the enclosure. A site visit by City staff on December 15, 2010, indicated that much of the vegetation is not present. The applicant was using this vegetation to comply with the screening requirements of TMC 18.58.110 (4). With the landscaping not being present the application cannot comply with code. A condition has been placed to address this deficiency in the application. 3. The applicant has noted that the proposed shrouds will be painted to match the color of the existing shrouds on the apartment complex. The color renderings submitted with the application indicate that the colors of the shrouds will be red (a specific color is not provided). While a red color would be consistent with the colors of the building, the proposed color would not comply with the intent of TMC 18.58.070 (7) which specifies that the color of antennas shall, "...[M]ake the antennas...as visually unobtrusive as possible". The proposed red color for the shrouds would contrast with the finish of the rooftop which is dark brown. This contrast will make the antennas more visible. To address this issue, the proposed shrouds should be painted to have a color which matches the color of the roofline (brown). A condition has been placed to address this issue. 4. The proposal to install antennas on an existing building will not be materially detrimental to the public H:\Developments\Clearwire, 3516 S. 146\Type II staffreport.doc • welfare or injurious to property or improvements in the vicinity. Potentially dangerous cabinet equipment will be fenced and secured within an equipment enclosure. 5. The application makes not mention of the specific color of the conduit lines or the cable support structure that will be attached to the building. In order for the conduit lines and cable support structure to be visually unobtrusive they should be painted to match the color of the apartment building. 6. As demonstrated in Table 1 the project meets most of the development criteria of the City's WCF Chapter. Conditions have been placed to address areas where the applicantion does not fully comply with City Code. 7. The proposed project is compatible with the surrounding land uses in terms of traffic, building and site design. The traffic generated from the facility will be minimal and will not have an impact on surrounding properties. 8. Noise created from the WCF will comply with the City's noise regulations. 9. The wireless communications facility, as conditioned below, has been designed in a way to minimize any visual impact from the project. 10. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. DECISION The application is approved subject to the following conditions: 1. Prior to issuance of the building permit, the applicant shall submit revised plans to address the screening concerns raised in conclusion #2 of this staff report. The applicant can choose to either install landscaping and/or install a fence which will screen the ground equipment from view as required by TMC 18.58.110 (4). The revised plans shall be approved by the Director of DCD or designee. The screening shall be in place prior to final approval of the building permit. 2. To address the concern raised in conclusion #3 of this staff report, the applicant shall paint all proposed and existing shrouds located on the apartment complex a brown which will match the brown roofline of the apartment complex. 3. In order to address the item raised in conclusion #5 of this staff report, the applicant shall paint the proposed and existing conduit lines to match the color of the existing apartment complex. Additionally, the proposed cable support structure and any existing cable support structure shall be painted to match the building. 4. Prior to final approval of the building permit the applicant shall have an approved business license issued by the City. H:\Developments\Clearwire, 3516 S. 146\Type II staff report.doc • eitg o f liana a • Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Project Name: Clearwire at Ark Vista 3516 S 146th Street X Notice of Decision Mailer's signature: /20 /1,416-A--_,_ Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached on this 22 day of _December in the year 2010 Sarah Telschow-Realcom, for Clearwire KC Assessor, Accounting Division Washington State Dept. Of Ecology-SEPA Project Name: Clearwire at Ark Vista 3516 S 146th Street Project Number: L10-066 Mailing requested by: Brandon Mil Mailer's signature: /20 /1,416-A--_,_ W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC OWNER_NAME WALGREN CO MAM,SANGOEUN WOLDE,ELIAS YIRGA POLETTI,DAVE CUN,PAUL V KARED LLC TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER OBRIEN,TIMOTHY M TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER JEAOUANI,IMANE TUKWILA COMMUNITY MEMBER SVENSON,ROBIN TUKWILA COMMUNITY MEMBER ZERAI,ABRAHA TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER BUAL,HARPAL & HARVINDER KAUR LEE,SOO MAN TUKWILA COMMUNITY MEMBER EXPRESS LINEN SERVICE LLC 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98015 98050 98138 98168 98168 98168 75221 98007 • • City oilkukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://wwwcitukwila.wa.us DETERMINATION OF NON -SIGNIFICANCE (DNS) File Number: E10-017 Applied: 09/28/2010 Issue Date: 12/17/2010 Status: APPROVED Applicant: REALCOM ASSO.-SARAH TELSCHOW Lead Agency: City of Tukwila Description of Proposal: Clearwire proposes to construct a new telecommunication facility on the rooftop of an existing apartment complex at 3516 S. 146th Street. The proposed telecommunications facility consists of six panel antennas, two microwave dishes and a ground mounted equipment cabinet which will house radio equipment and batteries. Location of Proposal: Address: Parcel Number: Section/Township/Range: 3458 S 146 ST TUKW 0040000315 The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Thi DNS is issued under the option DNS process in WAC 197-11-355. There is no further comment period. Jack P e, espons-le Official City of ila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431-3670 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) .+ n nKieno_Q/n7 c1 n_n17 D.inlerl. 11_1 c_1n1 • Cu* of J uIIwiea • Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: SEPA REVIEW SECTION PO BOX 47703 Notice of Public Hearing x Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Project Number: PL10-054, E10-017 Board of Adjustment Agenda Packet Determination of Significance 8s Scoping Notice Board of Appeals Agenda Packet _Mailer's signature: (,./7)J4 Notice of Action ,Q____---- Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached on this _17 day of December in the year 2010 WA DEPT OF ECOLOGY SEPA REVIEW SECTION PO BOX 47703 OLYMPIA, WA 98504-7703 Project Name: Clearwire Project Number: PL10-054, E10-017 Mailing requested by: Brandon Mile _Mailer's signature: (,./7)J4 ,/ ,Q____---- WAUSERS\TERDAFFIDAVIT OF DISTRIBUTION.DOC 1 • i MEMORANDUM To: Jack Pace, Director From: Brandon Miles, Senior Planner Date: December 15, 2010 Re: Clearwire (E10-017) Project Description: Clearwire proposes to construct a new telecommunication facility on the rooftop of an existing apartment complex at 3516 S. 146th Street. The proposed telecommunications facility consists of six panel antennas, two microwave dishes and a ground mounted equipment cabinet which will house radio equipment and batteries. Agencies with Jurisdiction: City of Tukwila Washington State Department of Ecology Notification: On October 18, 2010 a Notice of Application was mailed to tenants and property owners within 500 feet of the project. A Notice of Application was also posted on site. Other Required Permits: The following permits are or may be required for the proposed project: Type II WCF Permit Public Works Permit Building Permit Mechanical Permit Electrical Permit Documents Adopted by Reference: City of Tukwila City of Tukwila City of Tukwila City of Tukwila City of Tukwila • Acoustical Report prepared by SSA dated September 23, 2010 • Letter from Clearwire dated July 21, 2010 • Non -Ionizing Electromagnetic Exosure Analysis and Engineering Certification from proposed site, prepared by Morrison Hershfield dated September 27, 2010. Brandon Miles Page 1 H:\Developments\Clearwire, 3516 S. 146\SEPA\sepa-staffrpt.doc 12/15/2010 • • • Summary of Primary Impacts: • Earth The proposed antennas for the Wireless Communication Facility (WCF) will be located on the rooftop of an existing apartment building. The associated cabinet equipment will be located within an existing equipment enclosure located on the property. Ground disturbances for the proposed project will be minimal and will be limited to installation of fiber optics and utility lines. There is no indication of unstable soils on or near the project site. No new impervious surfaces will be created as a result of this project. •Air Concur with checklist. The only impacts will be during construction. Best management practices will be implemented during construction activities to reduce and control dust and air emissions. • Water Concur with checklist. • Plants Concur with checklist. • Animals Concur with checklist. Contrary to the SEPA Checklist, the project area is located within a migration area. The entire region is part of the Pacific Flyway, a primary corridor for bird species. • Energy/Natural Resources Concur with checklist. • Environmental Health Concur with checklist. Most of the noise from the project will be short term and will be associated with heavy construction equipment. The applicant has submitted an Acoustical Study which is adopted by reference in this memo. The study concluded that the facility will generate 45 dB(A) at the nearest property line to the proposed WCF. The applicant did not address the noise level within the existing apartment complex on the property. The City's noise code permits an allowable noise level of 45 dB(A). Since it's known that the facility will generate 45 dB(A) in the open air, with no screening; it can reasonably be concluded that the noise within the apartment building that is created by the WCF will be lower than 45dB(A). The City has no authority over perceived or actual health effects that may be created due to the operation of the WCF. B. Miles 2 H:\Developments\Clearwire, 3516 S. 146\SEPA\sepa-staffrpt.doc • • • Land/Shoreline Use Concur with checklist. An apartment complex currently sits on the project site, with the zoning of the property being HDR. There are no sensitive areas located on the project site. Housing The proposed project will not impact the current apartment complex on the site. Aesthetics The project is subject to the City's WCF regulations which provide specific regulations for the design and operation of WCF facilities. The WCF permit is currently under review by the City. Light and Glare The project is subject to the City's WCF regulations which provide specific regulations for the design and operation of WCF facilities. The WCF permit is currently under review by the City. Recreation Concur with checklist. Historic and Cultural Preservation No known places or landmarks exist within the project area. Since the project will likely not disturb native soils it is unlikely that sites of archaeological significance will be encountered; however if during construction if any landmarks or evident of historical, archaeological, scientific, or cultural importance are found on the site, work will stop immediately and the contractor will notify the City of Tukwila, Washington State Office of Archeology, and the Muckleshoot Indian Tribe. Transportation Concur with checklist. B. Miles 3 H:\Developments\Clearwire, 3516 S. 146\SEPA\sepa-staffrpt.doc • • • Public Services Concur with checklist. • Utilities Concur with checklist Comments No comments were received during the Notice of Application period for the SEPA application. Recommendation: Determination of Non -Significance. The optional DNS process should be used. B. Miles 4 H:\Developments\Clearwire, 3516 S. 146\SEPA\sepa-staffrpt.doc October 18, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sarah Telschow Realcom Assoc. 14432 SE Eastgate Way, Ste 260 Bellevue, WA 98007 RE: Clearwire, Ark Sunset Vista 3516 S 146th Street PL# 10-054 Dear Sarah Telschow: There is a fee due on your permit application in the amount of $341.00 to cover mailing the attached public notice. The number of required notices sent for your application was 341 which includes property owners and tenants within 500 feet of your project site as well as interested parties and agencies with jurisdiction. The cost is based on the land use fee schedule adopted by Resolution Number 1718 covering Public Notice mailings required for your application. This fee covers the attached notice only. Additional fees may be assessed for future mailings or other review tasks per the fee schedule. This amount needs to be paid before the city can continue processing your permit application. The payment may be paid by cash, check or credit card. The city will accept credit card payments by phone. If paying by check please send the check made out to: City of Tukwila 6300 Southcenter Blvd, Ste 100 Tukwila, WA 98188 If payment is not received within 15 days of this notice your permit application may be put on hold. If you have any questions, please feel free to contact me at 206 431 3670. Sincerely, Teri Svedahl Administrative Support Technician Cc; Brandon Miles MD Invoicing Public Mailings.doc Page 1 of 1 10/14/2010 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 TO: • • Development Review Supplemental Memorandum Public Works Development Review Staff Fire Development Review Staff Building Development Review FROM: Brandon J. Miles, Senior Planner DATE: November 22, 2010 RE: Clearwire PL 10-054 Project Description Clearwire has submitted a SEPA and Wireless Communiction Permit to install a wireless facility at 3516 S. 146th St, Notes to Development Review Team o Please provide any comments by December 10, 2010 regarding the proposed project. This maybe your only opportunity to review or provide comments on this project. Please list any additional permits or requirements that you Department may impose on the project. Any condition should be supported by applicable code citations. o Remember to track you time to permits plus. Thanks. TO: • • City of Tukwila Department of Community Development File Number PL_ LAND USE PERMG FORM Building n Planning Public WoLI til Fire Dept. Police Dept. n Parks/Rec Project: rr.4 .. / i . , C f CC.IW►(__ Address: Update date: . 5, fciGii' '/. Date transmitted: l 1/ a l 1 ) Response requested by: StaffDate coordinator: (' 3. fil,r"Gj_ response received: 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.) a1•.)v. n : �� -co( vss Plan check date: kik k'c�‘,0 Comments prepared byc\ � S Update date: TO: City of Tukwila Department of Community Development LAND US 1110 ECEIVED NOV 2 4 2010 TUKWIL!A PUBLIC WORKS IT ROUTING FORM File Number )w—o6lo 01r7 Building n Planning Public Works q�l Fire Dept. �■ Police Dept. IDI Parks%Rec Project: I• ,4 ` ' C(Celwi (__ Address: -;96. prepared by: DateResponse transmitted: [ l /'y / ( 9 requested by: Staff coordinator: (3. MI - Date response received: 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.) Sab,c, So.&/) k41. mo Plan check date: Comments Update date: 109,10-7 10 prepared by: C �� City of Tukwila Department of Community Development File Number AND USE PERMIT ROUTING FORM 0 Planning Public Works \I Fire Dept. LI Police Dept. 0 Parks/Rec Project , . / I C (Ce. I i•V i (__ Address: -';/(0 . 5, l ciL ►" 47-/` Date% transmitted: (1 fi, (1 9 Response requested by: Staff coordinator: (3. /14.4 Cr Date response received: 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.) Plan check date:,A l� A� i-0 Update date: prepared by: TO: • City of Tukwila Department of Community Development File Number PL0,--,p5c( LAND USE PERMIT ROUTING FORM Building D� Planning Public Works Fire Dept. ❑� Police Dept. n Parks/Rec Project: !• ,( '•I. Update date: C(Ce✓M Address: -;l 5((ci yt s/. Date/ transmitted: (1 ift:`l ( 9 Response requested by: Staff coordinator: (3. /kt ter Date response received: 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.) Plan check date: Comments Update date: prepared by: C1PY OF TUKWILA Department of Community it qr-f,q Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 -°= 'gi.--Fair E-mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY • STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees,ents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 351 49 /y -to 5freef S. 7;4M ' wit 9i16g for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the Toss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Ti4w.iC4, (city), n J/l (state), on Srfernlier / 7 , 20 /0 31 CM OuSJeu (Print Name) 3 cfi t o c.K. Vv s A ak SP tk V1/10 (Address) (Phone N 1 (Signature) 1_6U . y‘z. 240 On this day personally appeared before me JO4,yt Kr1,csSe_l to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS / 7 11" DAY OF S efaze. / , 20 1 D 111 tk. A ' , go • %gS10NF y�� NOTA Washington / NOTARY t% ak ..... 0: . . residing at /�1 '1j,%'••7 -23-1'%A° 0`� FOR WAs`l`���t/ Erin Jackson NOTARY P LIC in and for the State of Wa hin My Commission expires on DI —073 —11 Via' j 9 :<'-; CITY OF TUKWILA IA 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 WIRELESS TELE- COMMUNICATION FACILITIES NAME OF PROJECT/DEVELOPMENT: Clearwire - SEA0264 Riverton North LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 3516 S. 146th Street LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0040000315 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: RealCom Associates - Sarah Telschow Address: 14432 SE Eastgate Way, Suite 260 Phone: (425) 274-4444 ext. 114 FAX: (425) 274-4449 E-mail: stels, howr-ar`cOm s oc.com Signature; Date: 09 23 — 0 APPLICATION FOR STAFF USE ONLY Permits Plus Type P-WCF Planner: File Number: L-_,1 O i '— O L. Application Complete (Date: ) Project File Number: 'DLl 0 ` 6c-, Application Incomplete (Date: ) Other File Numbers: 6 In_ \ 4 NAME OF PROJECT/DEVELOPMENT: Clearwire - SEA0264 Riverton North LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 3516 S. 146th Street LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0040000315 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: RealCom Associates - Sarah Telschow Address: 14432 SE Eastgate Way, Suite 260 Phone: (425) 274-4444 ext. 114 FAX: (425) 274-4449 E-mail: stels, howr-ar`cOm s oc.com Signature; Date: 09 23 — 0 COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. x 1. Application Checklist (1 copy) indicating items submitted with application. x 2. Completed Application Form and drawings (5 copies). X 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8.5" by 1 1". Plans shall be no greater than 24" x 36". x 4. Application Fee: See attached Land Use Fee Schedule. X 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). X 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microshell and is to be attached to an exiting structure that is not a residence or school and does not contain a residence or a school; ii) Includes personal wireless antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest or agriculture zone; or iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. X 7. A letter from the applicant describing the proposed project and describing compliance with the City's Code requirements. N/A 8. Sensitive Area studies and proposed mitigation (if required). N/A 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Chapter 8.22, "Noise". If the application requires a Type II review these additional items are needed: X 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; x 11. Materials board for the screening material; N/A 12. Landscaping plan; X 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; X 14. If the facility is located within a residential zone, a report from a radio frequency engineer explaining the need for the proposed wireless communication facility at that location. Additionally, the applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. If the application requires a Type IV review these additional items are needed: 15. A narrative responding to the criteria at TMC Section 18.58.060. 16. The radio frequency engineer report shall include a discussion of the information required under TMC Section 18.58.070. The report shall also explain why a tower must be used instead of any of the other location options outlined in Table A. 17. Engineering Plans for the proposed tower. 18. A vicinity map depicting the proposed extent of the service area. 19. A graphic simulation showing the appearance of the proposed tower and ancillary structures and ancillary facilities from five points within the impacted vicinity. Such points are to be mutually agreed upon by the Director of DCD and applicant. All plans and photo simulations shall include the maximum build -out of the proposed facility. 20. Evidence of compliance with Federal Aviation Administration (FAA) standards for height and lighting and certificates of compliance from all affected agencies. 21. Evidence that the tower has been designed to meet the minimum structural standards for wireless communication facilities for a minimum of three providers of voice, video or data transmission services, including the applicant, and including a description of the number and types of antennas the tower can accommodate. PUBLIC NOTICE MATERIALS: 22. Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 23. Provide two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple -family buildings—e.g. apartments, condos, trailer parks—must be included (see Public Notice Mailing Label Handout). Or See attached Land Use Fee Schedule for City of Tukwila to provide labels 24. If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. • • PROJECT DESCRIPTION nr��\\ INTRODUCTION Clearwirc is a wireless internet provider operating throughout the United States of America. Clearwirc is licensed to operate in the United States by the Federal Communications Commission (FCC). Clearwirc is currently upgrading its network in the King County arca to make available improved wireless internet services to its subscribers. This proposal describes the scope of the proposed project by providing specific information regarding the project location, zoning, specifications, and required services. It is Clcarwire's desire to work villi the City of Tukwila to ensure that this project is consistent with local ordinances and zoning regulations while providing wireless coverage to Clcarwirc's customers and provide critical communication services for emergency, business, and personal use. Project Goals The goal of the Clearwirc SEA0264 Riverton North site is to provide wireless internet services to its subscribers. Clearwirc intends to achieve these network goals consistent with all policies and ordinances of the City of Tukwila. Application Request Plan The applicant is requesting the following: • "Type 2 Land Use Review • State Environmental Policy Act (SEPA) Review • Commercial Building Permit Cleantirc SEA0264 Ri elion North Page / • • GENERAL PROJECT DESCRIPTION Project Overview The applicant, Clearwire,-proposes to constructa new telecommunication facility at. 3516-S. 146th Street Tukwila, Washington (Parcel Number 0040000315). The proposed telecommunication facility consists of six (6) panel antennas, two (2) microwave dishes, and a ground mounted equipment cabinet which will house radio equipment. and batteries. Please see Sheet A-0.1 and A-2 in the enclosed drawings for more detailed information. Clearwire will secure a lease with the owners that will allow for construction and maintenance of this facility, necessary utility connections, and provisions for access to the site. Facility Specifications ■ Antennas - Clearwire is proposing to attach six (6) antennas to an existing rooftop. Please see Sheet A-0.1 and A-2 for additional information. ■ Color - The new proposed antenna screen will be painted to match the existing building. Please see the enclosed photo simulation for more detailed information. ■ Facility Maintenance - The facility is generally serviced once a month. One (1) to two (2) employees are on site for an average of four (4) hours of maintenance checks. This check is typically for preventive maintenance purposes. In the event of a problem, a crew is dispatched to the site immediately. ■ Microwave Dishes - Clearwirc is proposing to attach two (2) microwave dishes to an existing rooftop. Please see Sheet. A-0.1 and A-2 for additional information. ■ Radio Equipment. - Each cabinet contains radio equipment and/or batteries. The proposed equipment cabinet can contain up to four (4) batteries. The proposed batteries have the following acid and electrolyte capacity: Product Line Model # of Cells per unit Specific Gravity Lead Weight per Cell (Lbs) Electrolyte Weight per Cell (Lbs) Pure Sullwic Acid Weight per Cell (Lbs) Electrolyte Volume per Cell (Gal) 6 dn'r-.f 1 ,a,. ....h TEL -series TEL 12-70 6 1.300 6.9 1.8 0.7 0.2 Clearwirc's equipment will meet all applicable noise standards. ■ Screening - The proposed screening will conceal the proposed antennas, microwave dishes, and mounting hardware. Please see Sheet. A-0.1 and A-2 for additional information. Clearrvirc SLA 0264 Ili r'ci ion Noiih Page 2 • • GENERAL SITE ANALYSIS Zoning General Plan Designation The site is zoned High Density Residential (HDR). Clearwire's proposed telecommunication facility requires a hype 2 Land Use Review according to Tukwila Municipal Code (TMC) 18.58.050: A. Applications will be reviewed based on the type of lvireless communication facilities requested to be permitted. Each wireless communication facility requires the appropriate type of project permit review, as shown in Table A: TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility Zoning(1) Type of Facility Residential Commercial Industrial Transmission tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2() Type 2() Type 1 Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) Zoning for any private/public property or right- of-way: ightofway: Residential — LDI, MDR, or HDR. Commercial — C, MUO, RCC, NCC, RC, RC1t TUC, C/LI or TVS Industrial — LI, HI, MIC/L, or MIC/H. (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non - concealed building attached facility, under TMC Section 18.58.150. Gleant,fre SEA0264 Riverton North Page 3 • • Accordingly, Clcarwirc is requesting the review and approval of a Type 2 Land tlse Review, SEPA, and Commercial Building Permit approval. Noise According to TMC 18.58.070: Noise - Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. Cleanvirc's proposed equipment will Meet all applicable noise standards. Please sec the enclosed Acoustical Study. Business License Requirement According to TMC 18.58.070: 2. Business license rcquir•ement - Any person, corporation or entity that operates a wireless communication facility ‘vithin the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Clcarwire has tiled Ior a business license for this site location. Signage According to TMC 18.58.070: 3. Signage - Only safety signs or those mandated by other government entities may be located on wireless communication facilities. No other types of sirs are permitted on wireless communication facilities. No signs will be on-site unless required by either the FCC and/or FAA. Parking According to TMC 18.58.070: 4. Faking - Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. Existing on-site parking provides adequate parking for the existing facility. Cleaiw,re ST:A0264 Nrnerlon North Page 4 • • Finish According to TMC 18.58.070: .5. Ii,,,'sh - A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. The antenna screening will be painted to match the building to blend with the surrounding environment. Design According to TMC 18.58.070: 6. Dcsigu - The design of all buildings and ancillauy structures shall use materials, colors, textures, screening and landscaping that vi11 blend the lower facilities with the natural setting and built environment. The antenna screening will be painted to match the building to blend with the surrounding environment. Color According to TMC 18.58.070: 7. Color- All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually uuobtusive as possible. The antenna screening will be painted to match the building to blend with the surrounding environment. Lighting According to TMC 18.58.070: 8. L,igl,ling- Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding au•eas. No strobe lighting of any type is permitted on any tower. No lighting will be on-site. Clea,irire .57:A0261 Rirc,7on North Page 5 • • Advertising According to TMC 18.58.070: 9. Advertising - No advertising is permitted al wireless communication facility sites or on any ancillary structure Or facilities equipment compound. No advertising is or will be on-site. Equipment Enclosure According to TMC 18.58.070: 10. Equipment Laic%sure - Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building. Equipment will be located within Sprint's existing equipment area. Height According to TMC 18.58.100: I. Height - The proposed Gni/ity )rust sleet the height requnement of the applicable zoning eaicgory. The antemras can quali/j- under TMC Section 18.50.080, "Rooftop Appurtenances'; ii•the alllemras are located in a church spire, chimney or fake chimney; elevator tower, mechanical equipment MOM, or other similar rooftop appurtenances usually required to be p/aced on a roof and not intended /Or human occupancy. Stand-alone antennas shall not quality as rooftop appurtenances. According to TMC 18.14.070, the zone height maximum is forty -live feet (45'). Clearwire is not proposing to exceed the existing building Height or the zone Height. Please see Sheet A-2 for more detailed elevation information. Antenna Aesthetics According to TMC 18.58.100: 2 Al1leniias aesthetics - The antennas must be concealed from raeir by blending frith the architectural style of the bulking This could include steeple -Re structures and parapet halls. The screening must be made out of the sante material and be the sante color as the budding. Antennas shall be painted to match the color scheme oldie building(s). The antennas will be concealed from view and the antenna screening will painted to match the existing building. Please sec the enclosed Photo Simulations for more detailed information. C/eantire SEA0264f Riverton North Page 6 • • Feed Lines and Coaxial Cables According to TMC 18.58.100: 3. feed lines and coaxial cables - Feed lines and cables should be located below the pamper of the roollop. The teed lines and coaxial cables will be concealed from view. Cabinet Equipment According to TMC 18.58.100: I. Cabinet equipment - If cabinet equipment cannot be located riiduu the building where the wireless communication /acilities iri/1 be located, then the City's first preference is 10 locate the equipment on the rooftop of the building. If the equipment can be screened by placing die equipment below the palapel walls, no additional screening is required If screening is required, then the propose(/ screening must be consistent miff the existing building in terns of color, style, architectural style and material. I/ the cabinet egUlpincnt is to he located on the ground, the equipment must be kneed inti a 6-/bot- tal/ knee, and materials shall be used 10 screen the equipment from view. Barbed uire niay be used in the Ti!S, LI, HI, MIC/L, and MIC/Hzoihes. Equipment. will be located within Sprint's existing equipment area. Setbacks According to TMC 18.58.100: 5. Setbacks - The proposed wireless communication Iaclhtles I eility must meet the setback of Mc applicable zoning categoiy where the facility is to he located. The proposed antennas and equipment will meet all applicable setbacks. Please see Sheet A-0.1. Existing Use The subject. area accommodates an existing multi -family residential building and telecommunication facility. Access/Circulation The site will be accessed by the existing right of entry. There are no traffic impacts associated with these types of facilities as they are unmanned and require infrequent maintenance. C/cariiire SEA0264 Riverton Noah Page 7 • • Federal Requirements Clearwire's proposed telecommunication facility modification will meet or exceed current standards and regulations of the FAA, the FCC, and any other agency of the Federal government with the authority to regulate towers and antennas. Clcaiwire's site will conform to all FAA/FCC regulations, and because the maximum LRP is Tess than two thousand (2,000) watts and/or the height of the facility is greater than ten meters (10m), an environmental evaluation of radio frequency emissions is exempted per CFR Title 47 Part 24, Subpart L. Clcarwirc has a license from the FCC to provide wireless services throughout Washington State. Site Location Analysis The below zoning neap shows clic subject property as the red star and the surrounding zoning in Elie area. Ccanrire 8E10264 Rir enon Noiih Page 8 Cleaiwire has reviewed the area for alternative locations in order to completely assess a less intrusive alternative to the proposed site location. No viable alternatives were Lound. The following commercial rooftops were noted in the immediate vicinity: • 3400 South 148' Street (Parcel No. 0040001025) - Church (3 -story) - Zoned: Regional Commercial (RC) (Site location would meet Clcarwire's needs in the area; however the property owner was not interested). • 3747 South 14.6' Street (Parcel No. 004.0000911) - Hotel/Motel (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 3920 South 146" Street (Parcel No. 0040000254) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 3725 South 144''' Street (Parcel No. 00400001 15) - Grocery Store (2 -story) - Zoned: Neighborhood Commercial Center (N CC) • 3742 South 144''' Street. (Parcel No. 152304.9295) - Restaurant/Fast Food (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 3716 South 144th Street (Parcel No. 1.52304.9140) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14420 Pacific Highway South (Parcel No. 0040000175) - Hotel/Motel (3 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14440 Pacilic Highway South (Parcel No. 0040000190) - Hotel/Motel (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 144.4.2 Pacilic Highway South (Parcel No. 004.0000252) - Hotel/Motel (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 144.52 Pacilic Highway South (Parcel No. 00400002.53) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14604 Pacilic Highway South (Parcel No. 0040000905) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14607 Pacilic Highway South (Parcel No. 0040000874) - 011icc (1 -story) - Zoned: Neighborhood Commercial Center (NCC)14.624. Pacific Highway South (Parcel No. 004.0000901) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14638 Pacific Highway South (Parcel No. 0040000902) - Restaurant/Fast. Food (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14639 Pacilic Highway South (Parcel No. 004000086.5) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) The above locations except for 3400 South 148''' Street were lower in height and slid not provide the needed height in the area. The subject. property is a 4 -story apartment building. There were not any nonresidential structures in the area that met the needed height requirements. The existing building accommodates existing telecommunication facilities. Locating the proposed facility at. this site location is the least intrusive option to the neighborhood. Cleanti e SI:A0264 Niveiioij North I'rge 9 CLEAR July 21, 2010 Dear Sarah, • • COMffilliNhTt DEvaLoP"h6E6AT Clearwire's objective is to provide high speed internet services to the pacific northwest and in particular to the City of Tukwila. The network consists of strategically placed cell sites which provide network connectivity. The placement of these cells is critical to provide seamless coverage and traffic capacity within the Clearwire network. After thorough analysis of our capacity and coverage requirements in the Tukwila Market Area, we have concluded that a transmission site is required to provide critical capacity offloading to SEA501 and enhance in -building coverage as well in the area. Two (2) candidates were provided to RF. Both worked for RF but the landlord at the second candidate rejected Clearwire's proposal. Candidate "b" at 3516 South 146th will meet our coverage and capacity objectives. The minimum antenna height centerline required to cover this area is approximately 41' above ground level (AGL), given the terrain, elevation, and existing on -air sites in the area. The attached propagation plots illustrate the current coverage as well as predicted coverage with SEA0264. The areas in yellow indicate outdoor coverage only while the green areas indicate In -building coverage. Areas with shaded white have no coverage. Our aim is to provide strong signal coverage to this area of the City of Tukwila and more importantly to add capacity to maintain high speed internet service. As can be seen, SEA501 coverage is stretched to the north forcing it to cover a heavier traffic Toad resulting in frequent customer complaints of persistently slow wireless internet speeds. SEA0264 will provide critical traffic offloading and help enhance in -building coverage to the area bounded by S 140th Street on the North, 46th Ave S on the East, Southcenter Blvd on the South, and 29th Ave S on the West. The result will be much improved Internet speeds to Clearwire's broadband customers. It should be noted that Clearwire operates in 2496 MHz to 2690 MHz frequency range. Signals in this band to not propagate well over long distances and do not have the penetration power of the lower frequency PCS or the original cell phone frequencies. Regards, Cesar Tansengco RF Engineer Clearwire 1475 120th Ave NE Bellevue WA 98033 SSA Stewart • All Allaoua September 23, 2010 Ms. Diana Fenn Clearwire 4400 Carillon Point Kirkland, WA 98033 • • j° :�� �1� Re: Acoustical Report — Clearwire WA-SEA264-D Riverton North Site: 3516 S 146th Street, Tukwila, WA 98168 Dear Diana, This report presents a noise survey performed in the immediate vicinity of the proposed Clearwire telecommunications facility at 3516 S 146th Street in Tukwila, Washington. This noise survey extends from the proposed equipment to the nearest properties. The purpose of this report is to document the existing conditions and the impacts of the acoustical changes due to the proposed equipment. This report contains data on the existing and predicted noise environments, impact criteria and an evaluation of the predicted sound levels as they relate to the criteria. Ambient Conditions Existing ambient noise levels were measured on site with a Larson -Davis 820 sound level meter on September 22, 2010. Measurements were conducted as close to the proposed location as possible and the property lines in accordance with the State of Washington code for Maximum Environmental Noise Levels WAC 173-60-020. The average ambient noise level was 55 dB(A), due to nearby traffic noise on Highway 99. The weather during the measurements was clear and the roads were dry. Code Requirements The site is located within the City of Tukwila Zoning jurisdiction on property with an HDR zoning designation. Tukwila Municipal Code Chapter 8.22.020.5.a defines HDR as being within a Residential district. The receiving properties are all zoned HDR. The proposed new equipment consists of equipment support cabinets, which are expected to run 24 hours a day. Under Tukwila Municipal Code 8.22.040 noise from equipment on a within a Residential district is limited as follows: Residential District Receiver: Noise is limited to 55 dB(A) during daytime hours. During nighttime, defined as the hours between 10 p.m. and 7 a.m., maximum sound levels are reduced by 10 dB(A) for where the receiving property lies within a residential district of the City. As the support cabinets are expected to operate 24 hours a day, they must meet the 45 dB(A) nighttime limit. SSA Acoustics, LLP 222 Etruria Street, Ste 100 Seattle, Washington 98109 t. 206.839.0819 f. 206.839.0824 • • Clearwire WA-SEA264-D Riverton Forth Predicted Equipment Sound Levels 24 -Hour Operation Equipment The proposed equipment includes a DDB Unlimited IQ-4000VS cabinet cooling. According to data obtained from the manufacturer, a DDB Unlimited IQ-4000VS cooling unit produces a sound level of 55 dBA at 5 feet from the unit. To predict equipment noise levels at the receiving properties, this survey used the methods established by ARI Standard 275-97. Application factors such as location, height, and reflective surfaces are accounted for in predicting the sound level at the nearest receivers. The nearest receiving properties are to the West and North of the proposed site. The property to the West is 16 feet from the proposed equipment. The property line to the north is 10 feet horizontally from the proposed equipment location, however the grade level of the property to the north is at a lower elevation than the grade level of the Clearwire site. When installed, the equipment will be at least 15 feet higher than the receiving property. Therefore, the direct path of propagation from the equipment to the receiving property line will be at least 15'-6". The predicted sound level at the nearest property has been calculated and the results are shown in Table 1 below. Table 1 Application Factors and Predicted Noise Levels Proposed New Equipment Line Application Factor North West 1 Combined Sound Pressure Level at 5 ft. (dBA), Lp1 55 55 Distance Factor (DF) -10 -10 2 Inverse -Square Law (Free Field): DF = 20Iog (d1/d2) (15' 6") (15' 9") 3 New Equipment Sound Pressure Level at Receiver, Lp2 (Add lines 1 and 2) 45 45 As shown in Table 1, the combined sound pressure level from the proposed equipment cabinets at the nearest receiving property is 45 dBA which does meet the 45 dBA code limit. Please contact us if you have any questions or require further information. Sincerely, SSA Acoustics, LLP Dee Trang Nguyen Technician Page 2 Reviewed by, Alan Burt, P.E. Acoustical Consultant Associate Partner NON -IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS ENGINEERING CERTIFICATION FOR clearw're® wireless broadband CG':'viMUN.T'( DEVELOPt.ElT SITE NUMBER: WA-SEA264-D SITE NAME: RIVERTON NORTH SITE ADDRESS: 3516 S 146TH Street TUKWILA, WA 98168 DATE: September 27, 2010 PREPARED BY: IP MORRISON HERSHFIELD 10900 NE 8th Street, Suite 810 Bellevue, WA 98004 425-451-1301 INTRODUCTION Morrison Hershield has been retained by Clearwire, LLC ("Clearwire") to evaluate a proposed Clearwire wireless broadband telecommunications site located as described below. Evaluation is for compliance with current Federal Communications Commission (FCC) and local rules regarding public exposure to radiofrequency (RF) electromagnetic fields (EMFs). PROJECT The proposed Clearwire project consists of a WCF (Wireless Communications Facility) located at 3516 S 146th Street, Tukwila, WA 98168; King County Tax Parcel number 0040000315-02; Clearwire site No WA-SEA264-D. The planned improvements include installation of three panel antennas and three microwave dishes mounted inside new FRP screening shrouds on top of the existing building's roof top at approximately 37' AGL to the centerline of the antennas, and supporting BTS (Base Transmission System) radio equipment located along side of Sprint's equipment at ground level. All antennas face outward and point directionally away from the top surface of the roof. Therefore it is unlikely that anyone, other than authorized RF workers, could approach near enough to any of the transmit antennas to cause that person's RF exposure to exceed FCC limits. It is expected that RF exposure conditions near ground level at the site, and at all adjacent properties, due to the contributions from all transmitting antennas will be well below the FCC public exposure limit. PROPOSED EQUIPMENT Type of Service: Broadband Wireless Internet Antennas: Kathrein 84010054 (panel) Andrew VHLP2-23 (dish) or equivalent Maximum Power: 100 watts Panel Antenna Sector: alpha = 0 deg, beta = 120 deg, gamma = 240 deg Dish Antenna Sector: alpha = 352.02, beta = 172.02, gamma = TBD Antenna Rad Center: 41'-4" (panel) 37'-1" (dish) • 4 • CALCULATIONS Calculations for RF power densities near ground level are based on the "Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields, OET Bulletin 65" Edition 97-01, August 1997; issued by the Federal Communications Commission Office of Engineering & Technology. Compliance is determined by comparing RF field predictions with the general population/uncontrolled environment (i.e., "Public") Maximum Permissible Exposure limits (MPEs) allowed by the FCC rules, as specified in CFR 47 §1.1310. The following formula has been used to calculate the power densities at specific locations: S = 0.36 x ERP / R2 Where: S = power density (mW/cm2) ERP = power in watts R = distance to the center of the radiation antenna (ft) Formula is based on Equation 9 on page 21 of OET Bulletin 65. It includes the effect of ground reflections. The Effective Radiated Power (ERP) depends on the vertical antenna pattern. THEORETICAL ANALYSIS All existing and proposed transmit antennas are highly directional and project the majority of the transmitted RF energy horizontally and well above all nearby accessible areas. The following theoretical calculations predict the peak exposure condition for a six- foot person standing at the nearest approach to the transmit antennas. A six-foot tall person standing on the ground near the base of the antenna support or building would be at least approximately 31 feet below all of the existing and proposed transmit antennas. CONTRIBUTION OF CLEARWIRE FACILITY TO RF EXPOSURE ENVIRONMENT Based on information provided by Clearwire RF Engineers, the maximum ERP from any sector of the proposed Clearwire facility will be less than or equal to 100 watts with all channels activated. Thus the worst-case downward ERP is 1 watt (i.e., 1 /100th of 100 watts) from the facility. pi • 5- • By use of the power density formula previously described, with input values of 1 watt downwards ERP, and a distance of 31 feet, the worst-case calculated power density at head height from the Clearwire facility to a six-foot person standing at ground level is 0.0003746 mW/cm2. All of the Clearwire antennas will transmit and/or receive within the 2596-2690 MHz frequency band. The Public MPE limit for all frequencies transmitted by this facility is 1.0 mW/cm2. The worst-case calculated exposure condition resulting from the Clearwire facility is the power density divided by the Public MPE limit = 0.03746% of the Public MPE limit. All ground level areas are expected to have exposure conditions less than the calculated Public MPE due to the proposed Clearwire facility. OTHER CARRIERS The following are examples of wireless carriers providing service the local area: ESMR 851-866 Mhz Nextel Cellular 869-894 Mhz AT&T, Verizon PCS >1800 Mhz Sprint, T -Mobile, AT&T CONTRIBUTION OF SPRINT FACILITY TO RF EXPOSURE ENVIRONMENT Based on the parameters of similar Sprint RF facilities in the area, the maximum ERP from any sector of the existing Sprint facility is less than or equal to 3000 watts with all channels activated. Therefore the worst-case downward ERP is 3000 / 100 = 30 watts from the existing Sprint facility. By use of the power density formula previously described, with input values of 30 watts downwards ERP, and a distance of 28 feet, the worst-case calculated power density at head height from the Sprint facility to a six-foot person standing at ground level is 0.0137755 mW/cm2. All of the existing Sprint antennas transmit and/or receive within the PCS frequency band of approximately 1850 — 1990 MHz. The Public MPE limit for all PCS frequencies is 1.0 mW/cm2. • 6 i The worst-case calculated exposure condition resulting from the Sprint facility is the power density divided by the Public MPE limit for PCS frequencies = 1.378% of the Public MPE limit. All accessible ground level areas are expected to have exposure conditions less than the calculated Public MPE due to the existing Sprint facility. COLOCATED FACILITITES TOTAL MPE The predicted maximum worst-case RF exposure conditions resulting from all proposed and existing wireless facilities at all ground -level areas is the arithmetic sum of the contributions from each facility: 0.037 + 1.378 = 1.415% of the Public MPE limit allowed by FCC rules. This worst-case calculated exposure level is well below the 100% FCC limit. The actual exposure conditions are likely to be many times less than this worst-case value. FCC COMPLIANCE The general population/uncontrolled exposure near this facility, including persons at ground level, surrounding properties, inside and on existing structures will have RF exposure much lower than the "worst case" scenario, which is a small fraction of the MPE limit. Only, trained personnel will be allowed to access the Clearwire antennas and equipment for maintenance operations. It shall be the responsibility of Clearwire and/or its contractors to provide adequate occupational training making employees fully aware of the potential for RF exposure, and to exercise control over their exposure that is within their occupational/controlled limits. The FCC has determined that at sites where multiple wireless facilities are co - located, the responsibility for site -wide RF safety compliance is the shared responsibility of all licensees whose facilities produce exposure conditions greater than 5% of the applicable MPE exposure limit. Thus a new applicant is responsible for compliance (or submitting an environmental assessment) at a multiple -facility site only if the proposed facility, when considered alone, would produce exposure conditions in excess of 5% of the MPEs. Wireless facilities that produce less than 5% of the applicable MPE exposure limit at accessible locations are considered to be exempt from further study. rr' • 7 • As demonstrated in this report by worst-case exposure calculations, the proposed Clearwire wireless facility will produce far less than 5% of the applicable exposure limit for public environments. Therefore, pursuant to the Commission's rules no further calculations, measurements or other RF studies are required, and the proposed Clearwire facility is presumed to be in compliance with the FCC's RF exposure rules. Because the proposed Clearwire wireless facility is in compliance with federal rules, it is also in compliance with local regulations concerning RF exposure. The following is the complete text of 47 U.S.C. § 332(c)(7)(B)(iv): "No State or local government or instrumentality thereof may regulate the placement, construction, or modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." CONCLUSIONS Based on these calculations, the proposed WCF will comply with current FCC and local rules and guidelines regarding human exposure to radio frequency electromagnetic fields. This conclusion is based solely on the comparison of predicted RF conditions in specific areas with the corresponding safe exposure limits set forth in the FCC rules. The FCC exposure limits are based on recommendations by federal and private entities with the appropriate expertise in human safety issues. To avoid any misunderstanding, I hereby state that, to the best of my knowledge, belief and professional judgment, this report represents an accurate appraisal of exposure to RF EM fields based upon careful evaluation to the extent reasonably possible. Respectfully Submitted For the Firm, Yan Wang, PE Morrison Hershfield Corp. #44138 VICINITY MAP PROJECT NAME: SEA0264 Riverton North PROJECT ADDRESS: .53516 S. 146t1i Street Tukwila, WA PROJECT PARCEL NT TMBER: 004000031.5 Ki9 D . 9 142naPi S 14110 St c S 144th St S 143fil St S 144th Si US Bank $ st SrfE 4 Ariport Vett--rtnary Citr Chior.01 8y its Side ot die. Rd • s I out 0 F,,c1f1 tt}4,118 Clcarwirc SFA0264 Riverton North SEPA Checklist Exhibit 0040001/ PARCEL MAP PROJECT NAME: SEA0264 Riverton North PROJECT ADDRESS: 53516 S. 146th Street Tukwila, WA PROJECT PARCEL NUMBER: 0040000315 r; t :' IT 140000086 0040000088 3" 6391110000 389 0040000090 0040000092 0040000073 000072 0040000076 004000082> 4 0040000332 2044000006 2044000010 204401X'1016 124 00400E10325 4000025 S 444 51 SITE 0041315 0640000863 9259 604(X100105 Tukwila 0040000854 004 90 1523049140 1523049088 74 0040000136 0040000905 Cleaiwire SEA0264 Riverton North SERA Checklist Exhibit 8 PROPOSED CLEARWIRE 24'e MW 0511 ON EXSTMO SPRINT MOUNT IN 3'-O'43'-0'. 8'-611 FRPFX SHROUD I. PAINT TO MA/tll EXISTING BUILDING COLORS R.C. . 31'-0' / AZ.T1I (SECTOR: ALPHA) PROPOSED (1) I CLEARWIRE ANTENNA ON Damao SPROR MOUNT INSIDE -611 FRP SHR- OUD /1. PAINT TO MA}011 EXISTING BUILDING COLOR, R.C.. 41'-4' / AZ • (SECTOR: ALPHA) 1 EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT - PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3'-0'43'-0'48'-611 FRP SHROUD /2. PMR TO MATCH EXISTING BUILDING COLORS. R.C.. 41'-4' / AZ . (SECTOR: ALPHA) PROPOSED (1) CLEARWNE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3' -0'.3' -O'.8' -6'H FRP SHROUD /2. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.. a'-4' / AZ • 240' (SECTOR: GAMMA) PROPOSED (1) CLEARWIRE. ANTENNA ON EXISTING SPfaNT MOUNT INSIDE F� SHR- OUD I. PAINT TO MATCH EXISTING BUILDING COLOR. R.C.. 41'-4- / A2 • 2 (SECTOR: GAMMA) EXISTING SPRINT ANTENNA ON EXISTING I SPRINT MOUNT PROPOSED CLE*RWRE (2) 3' CONDUITS & JUNGIO61 BOX FOR CLFARM6i ATTACHED TO B UILDING WALL. SEE DETAIL O /A-1 (MATO* EXISTING ROUTE UP BLDG) PMR TO MATCH EXISTING CONDUITS PROPOSED CLEARAIE COAX CONDUIT ROUTING ON PARAPET MALL. REFER TO DETAIL D/A-1. EXISTING FENCE EXISTING CONDUITS ATTACHED TO BUILDING WALL PARTIAL ROOF PLAN (SECTOR ALPHA & GAMMA) 1/4' = 1'-0' (BASED ON 22' x 34' PAPER) 1/8' = 1'-0' (BASED ON 11' x 17' PAPER) TRUE NORTH EXISTING CONCRETE PATI x YrX" --•� J 1 - PROPOSED CIEARWREI POWER CONDUIT - SURFACE MOUNTED ON UNISTRUT SLEEPERS COMPOUND 2.,_ (x x `Y-_,---1 EXISTING 10'-0'X 14'-6' CONCRETE SLAB PROPOSED CLEARWIRE CABINET ON EXISTING SPRINT CONC. SLAB PLAN 1/4' = 1'-0' (BASED ON 22' x 34' PAPER 1/8' = 1'-0' (BASED ON 11' x 17' PAPER TRUE NORTH EXISTING CONDUITS ATTACHED TO BUILDING WALL PROPOSED CLEARWIRE (2) 3 CONDUITS FOR CLEARWIRE ATTACHED TO BUILDING WAIL. SEE OEM D/A-1 (MATCH EXISTING ROUTE UP BLDG) PAINT TO MATCH POSTING CONDUITS EXISTING FENCE (2) 3' UNDERGROUND CONDUITS FOR CLEARw108 SAWCUT EXISTING CONCRETE PATO FOR NEW CLEARWIRE CONDUIT INSTALLATION. CONTRACTOR TO RETURN EXISTING CONCRETE PATO TO Ars KRAAL CONDITION AFTER COMPLETION OF WORKS EXISTING 3'-0' WIDE ACCESS CATE EXISTING 25'-0'X26'-0' CHAIN UNK FENCED COMPOUND EXISTING GROUND MOUNTED SHROUD EXISTING ICE BRIDGE EXISTING SPRINT CABINETS ON STEEL FRAME EXISTING LANDSCAPE (1YP.) 6 4 3 2 09/26/10 ISSIXn FOR 610911 06/21/10 ISSUED FOR CLEW REVIEW A 08/04/10 WIRD FOR CUEM REVIEW No Dote Action it MORRISON I-IERSHFIELD IMO r:6M STREET. SURE 110 6ELEVUE. WA 01001 1V. QS 01.1131 691460451.109 ....,mlM1.ne.nARle.eem PROPOSED CLEARWIRE COAX CONDUIT ROUTING ON ROOF. PROVIDE 4514' SLEEPERS. REFER TO 0ETA0. 0/5-6. PROPOSED CLEARWIRE 1211 MW DISH INSIDE 3'-0'43'-0'.8'-611 FRP SHROUD /3. PARR TO MATCH EXISTING BUILDING COLORS. R.C. . 37'-0' / 52.177 (SECTOR: BETA) PROPOSED (2) CLEARWRE ANTENNAS INSIDE 2'-6'.2'-6518'-611 FRP SHROUD /3. PANT TO MATCH EXISTING 0tALDING COLORS. R.C. . 41'-4' / A2.020 (SECTOR: BETA) PARTIAL ROOF PLAN (SECTOR B) TRUE NORTH 1/4' = 1'-0' (BASED ON 22' x 34' PAPER 1/8' • 1'-0' (BASED ON 11' x 17' PAPER 1/2x2 3/4' HILTI QUICK BOLT (CONCRETE WALLS) OR HILTI HIT ANCHOR (MASONRY WALLS) (0R EOUAL) NEW CONDUIT WITH PIPE CLAMP B -LINE PART / B2015 (O8 EQUAL) P1000 UNISTRUT CABLE SUPPORT (OR EOUAL) WALL MOUNTED COAX DETAIL NOT TO SCALE Dent: clearw're Project: RIVERTON NORTH WA-SEA264-D 3516 5 146TH STREET TUKWI A. WA 98168 Drawing MN: PARTIAL ROOF, COMPOUND PLANS AND DETAIL Relr1 11! B10D14600 5644xr. RM Ore 09/02/10 De.A IM RM L700•• IM RL Rola wlecpc Ohl CMA AA.pr O Dream Ma A-1 1 2 3 4 T 5 D C 4 B A EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT TOP OF PROPOSED SHROUDS 44 -6 AU. C.L or PROPOSED CLEARNNE ANTENNAS q 41'-4" AG.L C.L OF PROPOSED • CLEARWIRE MR DISHES • 37'-0" AG.L PROPOSED CLEARIFNE (2) 3' CONDUITS FOR CLEARWNE ATTACHED TO BUILDING WALL. SEE DETAIL 0/A-1 (MATCH COSTING ROUTE UP BLDG) PAINT TO MATCH EXISTING CONDUITS EXISTING SPRINT CABINETS ON STEEL FRAME BEHIND EXISTING FENCE PROPOSED CLEARWIRE CABINET ON EXISTING SPRIT CON C. SLAB BEHIND EXISTING FENCE EXISTING CHAIN LINK FENCED COMPOUND • o. -o" GROUND LEVEL PROPOSED (1) CLFARMRE ANTENNA ON EXISTING SPRINT MOUNT 949510E 3'-Oe3-01R8-614 FRP SHROt10, PAIR TO MATCH EXISTING BUILDING COLORS. R.C.- 41'-4" / A2 - 0 (SECTOR: ALPHA) PROPOSED CLEARWNE 24'0 NW DISH ON EXISTING SPRINT MOUNT INSIDE 3'-013'-0"e6'-614 FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. - 37'-0" / AZ•TBD (SECTOR: ALPHA) PROPOSED (1) CL.FARWIRE ANTENNA ON EXISTING SPRINT MOUNT N510E 3'-013'-0"s8'-611 FRP SHROUD. PAIR TO MATCH EXISTING BUILDING COLORS. R.C.- 41'-4" / AZ - 240 (SECTOR GAMMA) EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT PROPOSED (1) CLEARWIRE ANTENNA INSIDE J'-013'-016'-614 FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C..41'-4" / A2 - 0 (SECTOR ALPHA) (Bream) PR0PO5ED (1) CLEARWRRE ANTENNA INSIDE 3'-013'-0"4'-614 FRP SHROUD. PMR TO MATCH FXOSTNG 68509NG COLORS. R.C.- 41'-4' / AZ - 246 (SECTLXt: (ANA) EXISTING CONDUITS ATTACHED TO BUILDING WAIL I1 J fl m Il PROPOSED (2) CL044191 E ANTENNA INSIDE 3'-013'-0"s8'-614 FRP SHROUD. PAIR 70 MATCH EXISTING BUILDING COLORS. R.C. - 41'-4" / AZ.120 (SECTOR: BETA) PROPOSED 0.0441060 12"e IN/ 06H N510E }'-0"43'-0"s8 -611 FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS R.C. - 37'-0" / AZ .172' (SECTOR BETA) • TOP of PROPOSED SHROUD • u'-6" AG.L C.L OF PROPOSED CLEARWRE ANTENNA q 41'-4' C.L OF PROPOSED 7EARRE OW 0514 17 -11 YR _4G1 7 J7 m T WEST ELEVATION I/8" - I'-0" (BASED ON 22' F 34- PAPER) 1/IB" - I'-0" (BASED ON I1' : I7' PAPER) AVERAGE ELEVATION OF ROOF DECK REGISTERED ARCHITECT 2 7 2010 ERRY LARA 11197.9. 9 6 S 4 3 2 0 09/20/10 COED FOR FERRO 04/24/10 GS E0 FOR 1104 RENEW A 04/0./10 55UE0 FOR CLER1 RENEW No. Dote Ac0o1 mn MORRISON HERSHFIELD 1 W00 hE LTX STREET. SURE 410 SEMEx1E, ARNOW TN 425.441.1101 Fv: 425.451.1363 "R�.eFmA.n CNN: clearw're Project: RIVERTON NORTH WA-SEA264-D 3116 S 146714 STREET TUKWIUI NA 98168 On:nenq Title: BUILDING ELEVATION 414Pc1 910014600 Mira: RM 09/02/10 0..1 sr RM 05014 Ir RL w4Fe1 P1100o : RM ORM 68049 WM MR O A-2 2 3 t 4 5 6 i E7, 01 • Yan Wang, PE WA License #44138 rr MORRISON HERSHFIELD • STRUCTURAL CALCULATION SITE NAME: RIVERTON NORTH SITE NUMBER: WA-SEA264-D SITE ADDRESS: 3516 S 146TH STREET TUKWILA, WASHINGTON 98168 PROJECT NUMBER: 8100109.00 DATE: SEPTEMBER 27, 2010 MORRISON HERSHFIELD CORPORATION 2 SOUTH UNIVERSITY DRIVE #245 PLANTATION, FL 33324 (954) 577-4655 /PHONE (954) 577-4656 /FAX CMIZIUKTY 2 South University Drive, Suite 245, Plantation, FL 33324 Ph: (954) 577-4655 Fax: (954) 577-4656 • ■ • IJ11 MORRISON HERSHFIELD PURPOSE Verify the safe capacity of the existing roof -mounted antenna shroud to carry the revised antenna loads. DESIGN REFERENCES 2006 International Building Code w/ 2008 Washington state amendments ASCE 7-05 Minimum Design Loads for Building and Other Structures AT&T as -built drawings for site #STTLWASG19 by TRK Engineering dated 02/10/2004 Structural calculation report for AT&T site #961S03059B-SG19 by TRK Engineering dated 09/06/2002 Wind Load 85 mph (3 -second gust) Exposure "B" Importance Factor = 1.00 Seismic Load SS = 1.501 SI = 0.518 Site Class = "D" Occupancy Category II Importance Factor = 1.00 ■ MORRISON HERSHFIELD WIND LOAD CALCULATION V. Wind Loads : ASCE 7 - 05 ltnpottance Factor Basic Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht Exposure Category Enclosure Classif. Internal pressure Type of roof Building length (L) Least width (B) Kh case 1 Kh case 2 1.00 85 mph 0.85 32.0 ft 37.0 ft 5.0 ft B Enclosed Building +1-0.18 Monoslope 280.0 ft 70.0 ft 0.714 0.714 Topographic Factor (Kzt) Topography Flat Hill Height (H) 0.0 ft Half Hill Length (Lh) 0.0 ft Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x= 0.0 ft Bldg up/down wind? downwind H/Lh= 0.00 x/Lh = 0.00 z/Lh = 0.00 At Mean Roof Ht: Kzt =(I+K1K2K,)^2= Wind Load on Faux Chimney Importance Factor = Gust Effect Factor (G) = Kzt = C. Chimney's. Tanks & Similar Structures Height to centroid of Af (z) 41.0 ft Cross -Section Square Directionality (Kd) 0.90 Height (h) 8.5 ft Width (D) 3.0 ft Type of Surface N/A 1.00 0.85 1.00 Ki = K2= K3 = H< 60ft;exp B Kzt=1.0 0.000 0.000 1.000 ESCARPMENT V(z) V(z) Speed-up x(upwind) . x(downwind) Lh ``affil 1.000 2D RIDGE or 3D AXISYMMETRICAL HILL Wind Speed Exposure 85 mph B Kz = Base pressure (qz) = 0.766 12.8 psf h/D = 2.83 Square (wind along diagonal) Square (wind nonnal to face) Cf = 1.03 Cc = 1.33 F=qzGCfAf = Af = F= 11.2 Af 10.0 sf 112 lbs F=q,GCrA1 = Ai = F = 14.4 Af 25.5 sf 368 lbs m• MORRISON HERSHFIELD SEISMIC LOAD CALCULATION VI. Seismic Loads: ASCE 7- 05 Occupancy Category Importance Factor (I) : Site Class : Ss (0.2 sec) = 150.10 %g SI (1.Osec) = 51.80%g Fa = 1.000 Fv = 1.500 Seismic Design Category = Number ofStories: Structure Type: Horizontal Struct Irregularities: Vertical Structural Irregularities: Flexible Diaphragms: Building System: Seismic resisting system: System Building Height Limit: Actual Building Height (hn) = Sms = Sml = 1.501 0.777 Sus= 1.001 S5, = 0.518 D 4 Not applicable No plan Irregularity No vertical Irregularity No Bearing Wall Systems Light frame walls with shear panels - wood structural panels/sheet steel panels 65 ft 32.0 ft ARCHITECTURAL COMPONENTS SEISMIC COEFFICIENTS Design Category = D Design Category = D Architectural Component : 2. Cantilever Elements (Unbraced or Braced to Structural Fmme Below lts Center of Mass) b. Chimneys and stacks when laterally braced or supported by the structural Game Itnportance Factor (Ip) : 1.0 Component Amplification Factor (ad = 2.5 h= 41.0 feet Comp Response Modification Factor (R1,) = 2.5 z= 32.0 feet vh = 0.78 Fp = 0.40dslpWp(1+2z/h)/Rp = 1.025 Wp not greater than Fp= 1.6Sds1pWp = 1.601 Wp but not Tess than Fp = 0.3SdslpWp = 0.300 Wp use Fp = 1.025 Wp Antenna shroud weight 380 lbs (est.) Antennas/mounts weight 140 lbs Total weight = 520 lbs Total seismic effect on antenna shroud = 1.025*520 = 533 lbs Seismic effect considered in load combination = 0.7*533 = 373 lbs Seismic load has a larger impact than the wind load, therefore it controls the lateral and connection design. m• MORRISON HERSHFIELD FAUX CHIMNEY ON ROOF sZo# Z' = 100x1.6x1.0x1.0 = 160 lbs (6)*160 = 960 lbs > 690 lbs OK Chimney weight = 520 lbs Chimney lateral load = 373 lbs Connection to parapet 373*(8.5/2+5)/5 = 690 lbs Parapet section width = 4.0 ft Shear = 690/4 = 173 plf Per IBC table 2306.4.1 and 5/16" plywood sheathing w/ 6d common nails at 6" on centers at edges, Allowable shear = 180 plf > 173 plf OK (6) 1/4"x6" lag screws used to connect ledger beam to studs, Use G = 0.43 Z = 100 lbs Z' = ZCDCMC, CD= 1.6 CM=C,= 1.0 (3) 3/8"x6" lag screws used to connect mount to leger beam, Use G = 0.43 Z = 160 lbs Z' = ZCDCMC, CD= 1.6 CM=Ct=1.0 Z' = 160x1.6x1.0x1.0 = 256 lbs (3)*256 = 768 lbs > 690 lbs OK (4) 1/2"x6" lag screws used to anchor mount base plate, Use G = 0.43 Z = 290 lbs Z' = ZCDCMC, CD= 1.6 CM=Ct=1.0 • • MORRISON HERSHFIELD Z' = 290x 1.6x 1.0x 1.0 = 464 lbs (4)*464 = 1856 lbs > 317 lbs OK (10) 1/4"x8" lag screws used to tie sleeper timber to roof joists, Use G = 0.43 Z = 100 lbs Z' = ZCDCMCt CD = 1.6 CM= Ct= 1.0 Z' = 100x 1.6x 1.0x 1.0 = 160 lbs (10)*160 = 1600 lbs > 317 lbs OK Check existing 2x10 roof joists, Design DL = 17 psf Design LL = 25 psf Roof joists are adequate. Refer to attached ENERCALC calculations. Mofrison Hershfield Corporation 2 South University Drive, Suite 245 Plantation, FL 33324 (954) 577-4655 /Phone (954) 577-4656 /Fax • Title : Riverton North Dsgnr: Project Desc.: WA -SEA -D Project Notes : Job # 8100148 Printed: 27 SEP 2010, 2:14P61 Wood Beam Design Lic. # : KW -06004028 Description : Existing 2x10 Roof Joists Material Properties File: v:Iproject1810 series18100148 clearwire washingtonlwa-sea2641structuralljoist check.ec6 ENERCALC, INC. 1983-2010, Ver. 6.1.51 License Owner : morrison hershfield corporation Calculations per IBC 2006, CBC 2007, 2005 NDS E : Modulus of Elasticity Ebend- xx 1,600.0ksi Eminbend - xx 580.0ksi Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade : Douglas Fir - Larch (North) No. 1/No. 2 Fb - Tension Fb - Compr Fc - Pr!! Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D(0.104) D(0.022661 ) L(0.033325) 2x10 Span = 14.0 ft Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0170, L = 0.0250 ksf, Tributary Width = 1.333 ft Point Load: D=0.1040kna 5.0 ft _DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 850.0 psi 850.0 psi 1,400.0 psi 625.0 psi 180.0 psi 500.0 psi Density 31.570 pcf Repetitive Member Stress Increase Service loads entered. Load Factors will be applied for calculations. 0.896 1 Maximum Shear Stress Ratio 2x10 Section used for this span 963.71 psi fv : Actual 1,075.25psi Fv : Allowable +D+L+H Load Combination 6.370ft Location of maximum on span Span # 1 Span # where maximum occurs 0.183 in Ratio = 0.000 in Ratio = 0.383 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 915 0 <360 438 0 <180 Design OK 0.261 : 1 2x10 46.98 psi 180.00 psi +D+L+H 0.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V C d C f/v C r Cm C t C fu +D 1.100 1.150 1.000 1.000 1.000 Length =14.0 ft 1 0.531 0.151 0.900 1.100 1.150 1.000 1.000 1.000 +D+L+H 1.100 1.150 1.000 1.000 1.000 Length = 14.0 ft 1 0.896 0.261 1.000 1.100 1.150 1.000 1.000 1.000 +0+0.750Lr+0.750L+H 1.100 1.150 1.000 1.000 1.000 Length = 14.0 ft 1 0.633 0.184 1.250 1.100 1.150 1.000 1.000 1.000 +D+0.750L+0.750S+H 1.100 1.150 1.000 1.000 1.000 Length = 14.0 ft 1 0.688 0.200 1.150 1.100 1.150 1.000 1.000 1.000 +D+0.750Lr+0.750L+0.750W+H 1.100 1.150 1.000 1.000 1.000 Length = 14.0 ft 1 0.494 0.144 1.600 1.100 1.150 1.000 1.000 1.000 +D+0.750L+0.750S+0.750W+H 1.100 1.150 1.000 1.000 1.000 Length = 14.0 ft 1 0.494 0.144 1.600 1.100 1.150 1.000 1.000 1.000 Summary of Moment Values Mactual fb-design Fb-allow Summary of Shear Values Vactual fv-design Fv-allow 0.92 514.18 967.73 1.72 963.71 1,075.25 1.52 850.27 1,344.06 1.52 850.27 1,236.54 1.52 850.27 1,720.40 1.52 850.27 1,720.40 0.23 24.54 162.00 0.43 46.98 180.00 0.38 41.37 225.00 0.38 41.37 207.00 0.38 41.37 288.00 0.38 41.37 288.00 Morrison Hershfield Corporation . 2 South University Drive, Suite 245 Plantation, FL 33324 (954) 577-4655 /Phone (954) 577-4656 /Fax • Title : Riverton North Dsgnr: Project Desc.: WA -SEA -D Project Notes : Job # 8100148 Printed: 27 SEP 2010, 2:14PM Wood Beam Design Lic. # : KW -06004028 Description : Load Combination Segment Length Existing 2x10 Roof Joists Max Stress Ratios Span # M V C d C flv +D+0.750Lr+0.750L+0.5250E+H Length = 14.0 ft 1 +D+0.750L+0.750S+0.5250E+H Length =14.0 ft 1 1.100 0.494 0.144 1.600 1.100 1.100 0.494 0.144 1.600 1.100 Overall Maximum Deflections - Unfactored Loads Cr Cm 1.150 1.000 1.150 1.000 1.150 1.000 1.150 1.000 ct File: v:lproject1810 series18100148 cleareire washingtonlwa-sea2641.structurahjoist check.ec6 ENERCALC, INC. 1983-2010, Ver. 6.1.51 License Owner : morrison hershfield corporation Summary of Moment Values Summary of Shear Values C fu Mactual fb-design Fb-allow Vactual fv-design Fv-allow 1.000 1.000 1.000 1.000 1.52 850.27 1,720.40 0.38 41.37 288.00 1.000 1.000 1.000 1.000 1.52 850.27 1,720.40 0.38 41.37 288.00 Load Combination Span Max. "= Defl Location in Span Load Combination Max. "+" Defl Location in Span D+L 1 0.3832 6.930 Maximum Deflections for Load Combinations - Unfactored Loads 0.0000 0.000 Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 L Only 1 D+L 1 Vertical Reactions - Unfactored 0.1998 0.1834 0.3832 6.860 7.070 6.930 Support notation : Far left is #1 0.0000 0.0000 0.0000 0.000 0.000 0.000 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum D Only L Only D+L 0.480 0.247 0.233 0.480 0.450 0.217 0.233 0.450 1.8 1.3 ▪ 0.9 0.4 BEAM ---as 1.33 2.73 4.13 5.53 6.93 8.33 9 73 11.13 12.53 13.93 Distance (ft) • +0 ■ +D+L+H ■ +D+0.75DL.+D.75DL+H • +D+5.7551+D.755S+H ■ +D+5.7551.+0.7551+D.7SDW+H D +D+0.750L+0.7SDS+D.75DW+H ❑ +D+0.7SDL.+0.75DL+0.525DE+H • +D+D.75DL+0.7555+0.5250E+H 0.49 025 2- BEAM ---ss ri5 -0.22 -0.46 1.33 2.73 4.13 5.53 6.93 8.33 9 73 11.13 12.53 13.93 Distance (ft) • +0 ■ +D+L+H • +D+13.75DL.+0.7SDL+H • +D+0.750L+0.7505+H D +D+D.7501.+0.75DL+15.750W+H El +0+0.7501+5.7555+0.750W+H ❑ +D+D.75DL.+0.75DL+D.S250E+11 ■ +D+0.7501+0.75DE+11.SISD5+H BEAM ---ss 43.10 6 .0.20 -0.29 -0.39 1.33 2.73 4.13 5.53 6.93 Distance (ft) • Ove.all UABtn.n E-velaoe ■ DO-ly ■ 10.1y ■ D+L 8.33 9 73 11.13 12.53 13.93 ' Morrison Hershfield Corporation • 2 South University Drive, Suite 245 Plantation, FL 33324 (954) 577-4655 /Phone (954) 577-4656 /Fax Title : Riverton North Dsgnr: Project Desc.: WA -SEA' D Project Notes : Job # 8100148 Printed: 27 SEP 2010, 4:18PA1 Steel Beam Design Lic. # : KW -06004028 Description : 3.5 STD Mount Pipe Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 File: v:1Project1810 Series18100148 Clearwire Washington\WA-SEA2641StructuraI oist check.ec6 ENERCALC, INC. 1983-2010, Ver. 6.1.51 License Owner : morrison hershfield corporation Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : 35.0 ksi E: Modulus : 29,000.0 ksi E(0.373) Span = 5.0 ft Span = 8.50 ft Pipe3-1/2 Std Applied Loads Load(s) for Span Number 2 Point Load : E = 0.3730 k 0 4.250 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Pipe3-1/2 Std Service loads entered. Load Factors will be applied for calculations. 0.210: 1 Pipe3-1/2 Std 1.110 k -ft 5.292 k -ft +D+0.70E+H 5.000 ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.609 in Ratio = -0.034 in Ratio = Maximum Forces & Stresses for Load Combinations 0 <360 0 <360 334 1772 Design OK 0.017 : 1 Pipe3-1/2 Std 0.2611 k 15.781 k +D+0.70E+H 5.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 5.00 ft Dsgn. L = 8.50 ft +D+0.70E+H Dsgn. L = 5.00 ft 1 Dsgn. L = 8.50 ft 2 +D+0.750Lr+0.750L+0.5250E+H Dsgn. L = 5.00 ft 1 Dsgn. L = 8.50 ft 2 +0+0.750L+0.750S+0.5250E+11 Dsgn. L = 5.00 ft Dsgn. L = 8.50 ft +0.60D+0.70E+H Dsgn. L = 5.00 ft Dsgn. L = 8.50 ft 1 0.210 0.017 2 0.210 0.017 0.210 0.017 0.210 0.017 0.157 0.012 0.157 0.012 1 0.157 0.012 2 0.157 0.012 1 0.210 0.017 2 0.210 0.017 Overall Maximum Deflections - Unfactored Loads -1.11 -1.11 1.11 8.84 5.29 1.00 1.00 1.11 8.84 5.29 1.00 1.00 1.11 1.11 8.84 5.29 1.00 1.00 8.84 5.29 1.00 1.00 -0.83 0.83 8.84 5.29 1.00 1.00 -0.83 0.83 8.84 5.29 1.00 1.00 -0.83 0.83 8.84 5.29 1.00 1.00 -0.83 0.83 8.84 5.29 1.00 1.00 -1.11 -1.11 1.11 8.84 5.29 1.00 1.00 1.11 8.84 5.29 1.00 1.00 0.26 26.36 15.78 0.26 26.36 15.78 0.26 26.36 15.78 0.26 26.36 15.78 0.20 26.36 15.78 0.20 26.36 15.78 0.20 26.36 15.78 0.20 26.36 15.78 0.26 26.36 15.78 0.26 26.36 15.78 Load Combination Span Max. ° " Defl Location in Span Load Combination Max. "+" Defl Location in Span 1 0.0000 0.000 E Only E Only 2 0.6092 8.500 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span -0.0338 2.923 0.0000 2.923 Max. Upward Defl Location in Span E Only 2 Vertical Reactions - Unfactored 0.6092 8.500 0.0000 Support notation : Far left is #1 0.000 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum E Only -0.317 0.690 -0.317 0.690 IMorrisbn Hershfield Corporation • 2 South University Drive, Suite 245 Plantation, FL 33324 (954) 577-4655 /Phone (954) 577-4656 /Fax • Title : Riverton North Dsgnr: Project Desc.: WA -SEA -D Project Notes : Job # 8100148 Printed. 27 SEP 2010, 4:18PM Steel Beam Design Lic. # : KW -06004028 Description : 3.5 STD Mount Pipe Steel Section Properties : Pipe3.112 Std File: v:\Project1810 Series18100148 Clearwire Washington\WA-SEA2641Structuralljoist check.ec6 ENERCALC, INC. 1983-2010, Ver. 6.1.51 License Owner : morrison hershfield corporation Depth = 4.000 in Diameter Wall Thick Area Weight Ycg 4.000 in 0.211 in 2.510 inA2 9.120 plf 2,000 in Ixx S xx R xx Zx Iyy Syy R yy 4.52 inA4 2.26 in^3 1.340 in 3.030 inA3 4.520 inA4 2.260 inA3 1.340 in 9.040 inA4 • m. • MORRISON HERSHFIELD FAUX CHIMNEY ON STEEL FRAME Antenna mounts and steel frame were analyzed using STAAD Pro. Refer to attached analysis results for details. Chimney weight = 475 lbs Chimney lateral load = 373 lbs Existing antenna/mount weight = 60 lbs Existing antenna/mount lateral load = 0.7*1.025*60 = 43 lbs (8) 1/4"x6" lag screws used to connect new C6x10.5 ledger beam to parapet, Per analysis, total shear = [(180* 1.414)2+2102)]05 = 330 lbs Use G = 0.43 Z = 100 lbs Z' = ZCDCMCt CD= 1.6 CM=Ct= 1.0 Z' = 100x 1.6x 1.0x 1.0 = 160 lbs (8)*160 = 1280 lbs > 330 lbs OK • Mo, September 27, 2010, 04:07 PM STAAD SPACE START JOB INFORMATION ENGINEER DATE 23 -Jun -10 END JOB INFORMATION INPUT WIDTH 79 UNIT FEET POUND JOINT COORDINATES 1 0 0 0; 2 0 0 15; 4 0 0 3; 5 0 0 6; 6 0 0 9; 7 0 0 12; 12 6 0 6; 13 6 0 9; 16 0 0 7.5; 17 0 8.5 7.5; 18 6 0 7.5; 19 0 4 3; 20 0 4 12; MEMBER INCIDENCES 1 1 4; 2 4 5; 3 5 16; 4 6 7; 5 7 2; 15 16 6; 16 16 17; 17 12 18; 18 18 13; 19 16 18; 20 4 19; 21 7 20; DEFINE MATERIAL START ISOTROPIC STEEL E 4.176e+009 POISSON 0.3 DENSITY 489.024 ALPHA 6e-006 DAMP 0.03 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 1 TO 5 15 TABLE ST HSST6X3X0.125 16 20 21 TABLE ST PIPS30 19 TABLE D C6X10 SP 0.3333 17 18 TABLE ST C6X10 CONSTANTS MATERIAL STEEL ALL SUPPORTS 1 2,12 13 FIXED MEMBER RELEASE 19 END MX MY MZ 17 START MX MY MZ 18 END MX MY MZ LOAD 1 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1 LIST 1 TO 5 15 TO 21 MEMBER LOAD 16 CON GY -475 5 20 21 CON GY -60 3 LOAD 2 LOADTYPE Wind TITLE WLX MEMBER LOAD 16 CON GX 373 5 20 21 CON GX 43 3 LOAD 4 LOADTYPE Wind TITLE WLZ MEMBER LOAD 16 CON GZ 373 5 20 21 CON GZ 43 3 LOAD COMB 3 DL + WL 1 1.0 2 1.0 LOAD COMB 5 DL + WLZ 1 1.0 4 1.0 PERFORM ANALYSIS PRINT STATICS CHECK PARAMETER 1 CODE AISC UNIFIED FYLD 5.184e+006 ALL CHECK CODE ALL FINISH V:\Project\810 Series18100148 Clearwire Washington\WA-SEA264\Structural\antenna mount SEA264.std Page 1 of 1 Irr-grejo4lorJob y, q____ Software licensed to Morrison Hershfield Corporation No Sheet No 1 Rev Part Job Title Ref By Date23-Jun-10 Chd Client File antenna mount_SEA264.IDaterrime 27-Sep-2010 16:06 Job Information Engineer Checked Approved Name: Date: 23 -Jun -10 Structure Type SPACE FRAME Number of Nodes 13 Highest Node 20 Number of Elements 12 Highest Beam 21 Number of Basic Load Cases 3 Number of Combination Load Cases 2 Included in this printout are data for: I All The Whole Structure Included in this printout are results for load cases: Type LIC Name Primary 1 DL Primary 2 WLX Primary 4 WLZ Combination 3 DL + WL Combination 5 DL + WLZ . "w ' , , Software licensed to Morrison Hershfield Corporation Job No IIIPIF Sheet No 2 Rev Part Job Title Ref By oate23-Jun-10 Chd Client File antenna mount_SEA264. oatefTime 27 -Sep -2010 16:06 3D Rendered View (Input data was modified after picture taken) 19 a 5 17 '16 6 62 20 . o' '18 Load 3 Model Nodes (Input data was modified after picture taken) -" ' Software licensed to Morrison Hershfield Corporation Job No Sheet No 3 Rev Part Job Title Ref By Date23-Jun-10 Chd Client File antenna mount_SEA264. I Daterfime P7-Sep-2010 16:06 19 a 5 17 '16 6 62 20 . o' '18 Load 3 Model Nodes (Input data was modified after picture taken) 'r W or :i:„... _ Software licensed to Morrison Hershfield Corporation Job No Ml.r Sheet No Rev Part Job Title Ref By Date23-Jun-10 Chd Client File antenna mount_SEA264. Daterrime 27 -Sep -2010 16:06 7 co 7,. 19 Load 3 Model Beams (Input data was modified after picture taken) _ Software licensed to Morrison Hershfield Corporation Job No + Sheet No 5 Rev Part Job Title Ref By oate23-Jun-10 Chd Client File antenna mount_SEA264. Date/Time 27 -Sep -2010 16:06 Model Loads: DL (Input data was modified after picture taken) '' glir rAl: Software licensed to Morrison Hershfield Corporation Job No _ Sheet No 6 Rev Part Job Title Ref By Date23-Jun-10 Chd Client File antenna mount_SEA264. I Dateirime 27 -Sep -2010 16:06 Model Loads: WLX (Input data was modified after picture taken) Ir" --"W Software licensed to Morrison Hershfield Corporation Job No Wr Sheet No 7 Rev Part Job Title Ref By oate23-Jun-10 Chd Client File antenna mount_SEA264. Date/Time 27 -Sep -2010 16:06 4 43 373 0 .43 Eh Load 4 Model Loads: WLZ (Input data was modified after picture taken) Nodes Node X (ft) Y (ft) Z (ft) 1 0.000 0.000 0.000 2 0.000 0.000 15.000 4 0.000 0.000 3.000 5 0.000 0.000 6.000 6 0.000 0.000 9.000 7 0.000 0.000 12.000 12 6.000 0.000 6.000 13 6.000 0.000 9.000 16 0.000 0.000 7.500 17 0.000 8.500 7.500 18 6.000 0.000 7.500 r' Ilir IIIA_.Software licensed to Morrison Hershfield Corporation Job No + Sheet No 8 Rev Part Job Title Ref By Date23-Jun-10 Chd Client File antenna mount_SEA264. I Date/Time P7 -Sep -2010 16:06 Nodes Cont... Node X Y Z Property (ft) (ft) (ft) 19 0.000 4.000 3.000 20 0.000 4.000 12.000 Beams Beam Node A Node B Length (ft) Property 13 (degrees) 1 1 4 3.000 1 0 2 4 5 3.000 1 0 3 5 16 1.500 1 0 4 6 7 3.000 1 0 5 7 2 3.000 1 0 15 16 6 1.500 1 0 16 16 17 8.500 2 0 17 12 18 1.500 4 0 18 18 13 1.500 4 0 19 16 18 6.000 3 0 20 4 19 4.000 2 0 21 7 20 4.000 2 0 Section Properties Prop Section Area (in2) Iyy (in4) Iu (in4) J (in4) Material 1 HSST6X3X0.125 2.000 3.230 9.430 7.619 STEEL 2 PIPS30 2.230 3.020 3.020 6.034 STEEL 3 C6X10 D 6.180 41.877 30.400 0.226 STEEL 4 C6X10 3.090 0.870 15.200 0.113 STEEL Materials Mat Name E (kip/int) v Density (kip/in3) a (/°F) 1 STEEL 29E+3 0.300 0.000 6E -6 2 STAINLESSSTEEL 28E+3 0.300 0.000 10E-6 3 ALUMINUM 10E+3 0.330 0.000 13E -6 4 CONCRETE 3.15E+3 0.170 0.000 5E -6 ;Ow- 7 W Software licensed to Morrison Hershfield Corporation Job No - Sheet No 9 Rev Part Job Title 1 Ref By Date23-Jun-10 Chd Client Fixed File antenna mount_SEA264. Date/Time 27 -Sep -2010 16:06 Supports Node X (kip/in) Y (kip/in) Z (kip/in) rX (kip-ft/deg) rY (kip-ft/deg) rZ (kip-ft/deg) 1 Fixed Fixed Fixed Fixed Fixed Fixed 2 Fixed Fixed Fixed Fixed Fixed Fixed 12 Fixed Fixed Fixed Fixed Fixed Fixed 13 Fixed Fixed Fixed Fixed Fixed Fixed Basic Load Cases Number Combination L/C Name Name 1 DL 3 2 WLX DL 4 WLZ Combination Load Cases Comb. Combination L/C Name Primary Primary LIC Name Factor 3 DL + WL 1 DL 1.00 2 WLX 1.00 5 DL + WLZ 1 DL 1.00 5.000 - 4 WLZ 1.00 Beam Loads : 1 DL Beam Type Direction Fa Da Fb Db Ecc. (ft) (ft) 16 CON Ibf GY -475.000 5.000 - - - 20 CON lbf GY -60.000 3.000 - - - 21 CON Ibf GY -60.000 3.000 - - - Selfweight : 1 DL Direction Factor Y -1.000 Beam Loads : 2 WLX Beam Type Direction Fa Da Fb Db Ecc. (ft) (ft) 16 CON lbf GX 373.000 5.000 - - - 20 CON Ibf GX 43.000 3.000 - - - 21 CON Ibf GX 43.000 3.000 - - - -'W _ _ , Software licensed to Morrison Hershfield Corporation Job No 111,Sheet No 10 Rev Part Job Title Ref By Date23-Jun-10 Chd Client File antenna mount_SEA264. Date/time 27-Sep-2010 16:06 Beam Loads : 4 WLZ Beam Type Direction Fa Da Fb Db Ecc. rY (rad) rZ (rad) Max X 17 (ft) 0.755 0.034 (ft) 16 CON lbf GZ 373.000 5.000 - - - 20 CON lbf GZ 43.000 3.000 - - - 21 CON Ibf GZ 43.000 3.000 - - - Node Displacement Summary Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Node LIC X (in) Y (in) Z (in) Resultant (in) rX (rad) rY (rad) rZ (rad) Max X 17 2:WLX 0.755 0.034 I 0.000 0.756 0.000 0.000 -0.009 Min X 17 1:DL -0.102 -0.079 -0.000 0.130 -0.000 -0.000 0.001 Max Y 16 2:WLX 0.014 0.034 0.000 0.037 0.000 0.000 -0.001 Min Y 6 5:DL + WLZ 0.000 -0.081 0.000 0.081 -0.000 0.000 0.001 Max Z 17 4:WLZ 0.000 0.000 0.722 0.722 0.009 0.000 -0.000 Min Z 20 1:DL -0.019 -0.029 -0.060 0.069 -0.001 -0.000 0.000 Max rX 17 4:WLZ 0.000 0.000 0.722 0.722 0.009 0.000 -0.000 Min rX 7 5:DL + WLZ 0.000 -0.037 0.000 0.037 -0.001 -0.000 0.000 Max rY 4 2:WLX 0.007 0.012 0.000 0.014 -0.001 0.000 -0.001 Min rY 7 2:WLX 0.007 0.012 0.000 0.014 0.001 -0.000 -0.001 Max rZ 16 1:DL 0.000 -0.079 -0.000 0.079 -0.000 -0.000 0.001 Min rZ 17 2:WLX 0.755 0.034 0.000 0.756 0.000 0.000 -0.009 Max Rst 17 2:WLX 0.755 0.034 0.000 0.756 0.000 0.000 -0.009 Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Torsion Bending Beam Node LIC Fx (Ibf) Fy (Ibf) Fz (Ibf) Mx (kip in) My (kip'in) Mz (kip -in) Max Fx 16 16 1:DL 539 -0 0 -0.000 -0.000 -0.000 Min Fx 1 1 4:WLZ -229 -202 -0 0.000 0.007 -5.415 Max Fy 1 1 1:DL 0 429 0 -0.963 -0.000 17.079 Min Fy 5 2 5:DL + WLZ 229 -631 -0 0.963 -0.007 22.494 Max Fz 17 12 2:WLX 0 150 180 0.000 0.000 0.000 Min Fz 16 16 4:WLZ -0 -0 -373 -0.000 22.380 -0.000 Max Mx 1 1 2:WLX -0 -150 49 1.962 -1.524 -6.735 Min Mx 5 7 2:WLX 0 150 -49 -1.962 0.253 -1.347 Max My 16 16 4:WLZ -0 -0 -373 -0.000 22.380 -0.000 Min My 1 1 2:WLX -0 -150 49 1.962 -1.524 -6.735 Max Mz 5 2 5:DL + WLZ 229 -631 -0 0.963 -0.007 22.494 Min Mz 15 16 5:DL + WLZ 186 -489 -0 0.963 0.015 -25.555 • -raw--1° Mr rillA11 , Software licensed to Morrison Hershfield Corporation Job No 111,Sheet No Rev Part Job Title Ref By Date23-Jun-10 Chd Client File antenna mount_SEA264. Date/Time 27 -Sep -2010 16:06 Reaction Summary Utilization Ratio Beam Horizontal Vertical Horizontal Moment Ratio (Act./Allow.) Node L/C FX (Ibf) FY (Ibf) FZ (Ibf) MX (kip'in) MY (kip in) _ MZ (kip in) Max FX 1 4:WLZ 0 -202 -229 5.415 0.007 0.000 Min FX 12 2:WLX -180 150 0 0.000 0.000 0.000 Max FY 2 5:DL + WLZ -0 631 -229 22.494 0.007 -0.963 Min FY 1 4:WLZ 0 -202 -229 5.415 0.007 0.000 Max FZ 2 1:DL 0 429 0 17.079 0.000 -0.963 Min FZ 1 4:WLZ 0 -202 -229 5.415 0.007 0.000 Max MX 2 5:DL + WLZ -0 631 -229 22.494 0.007 -0.963 Min MX 1 1:DL -0 429 0 -17.079 -0.000 -0.963 Max MY 2 2:WLX -49 -150 -0 -6.735 1.524 1.962 Min MY 1 2:WLX -49 -150 -0 6.735 -1.524 1.962 Max MZ 1 2:WLX -49 -150 -0 6.735 -1.524 1.962 Min MZ 1 1:DL -0 429 0 -17.079 -0.000 -0.963 Utilization Ratio Beam Analysis Property Design Property Actual Ratio Allowable' Ratio Ratio (Act./Allow.) Clause L/C Ax (int) Iz (in4) ly (in4) Ix (in4) 1 HSST6X3X0 HSST6X3X0 0.136 1.000 0.136 Clause F 1 2.000 9.430 3.230 7.730 2 HSST6X3X0 HSST6X3X0 0.073 1.000 0.073 Clause F 1 2.000 9.430 3.230 7.730 3 HSST6X3X0 HSST6X3X0 0.115 1.000 0.115 Clause F 1 2.000 9.430 3.230 7.730 4 HSST6X3X0 HSST6X3X0 0.136 1.000 0.136 Clause H1/2 5 2.000 9.430 3.230 7.730 5 HSST6X3X0 HSST6X3X0 0.184 1.000 0.184 Clause H1/2 5 2.000 9.430 3.230 7.730 15 HSST6X3X0 HSST6X3X0 0.207 1.000 0.207 Clause H1/2 5 2.000 9.430 3.230 7.730 16 PIPS30 PIPS30 0.308 1.000 0.308 Clause H1/2 3 2.230 3.020 3.020 6.040 17 C6X10 C6X10 0.125 1.000 0.125 Clause H1/2 3 3.090 15.200 0.870 0.115 18 C6X10 C6X10 0.125 1.000 0.125 Clause H1/2 3 3.090 15.200 0.870 0.115 19 C6X10 C6X10D 0.061 1.000 0.061 Clause H1/2 3 6.180 30.400 40.359 0.230 20 PIPS30 PIPS30 0.022 1.000 0.022 Clause H1/2 3 2.230 3.020 3.020 6.040 21 PIPS30 PIPS30 0.022 1.000 0.022 Clause H1/2 3 2.230 3.020 3.020 6.040 } CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanRci.tukwila.wa.us DEVELOPb ap SEPA ENVIRONMENTAL REVIEW APPLICATION NAME OF PROJECT/DEVELOPMENT: Clearwire - SEA0264 Riverton North LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 3516 S. 146th Street LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0040000315 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Sarah Telschow - RealCom Associates (Agent) Address: 14432 SE Eastgate way, Suite 260 Bellevue, WA 98007 Phone: (425) 274-4444 ext. 114 FAX: (425) 274-4449 E-mail: stetsow t ; omassoc.com Signature: Date: req— 23-10 FOR STAFF USE ONLY Permits Plus TYPE P-SEPA Planner: File Number: l 0 "' 0 1 Application Complete (Date: ) Project File Number: Li() -6 q Application Incomplete (Date: ) Other File Numbers: L' (\ - 4(0(), 1 NAME OF PROJECT/DEVELOPMENT: Clearwire - SEA0264 Riverton North LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 3516 S. 146th Street LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0040000315 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Sarah Telschow - RealCom Associates (Agent) Address: 14432 SE Eastgate way, Suite 260 Bellevue, WA 98007 Phone: (425) 274-4444 ext. 114 FAX: (425) 274-4449 E-mail: stetsow t ; omassoc.com Signature: Date: req— 23-10 - np Janna Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, _Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Project Number: PL10-054 Determination of Non -Significance Bran n Miles Notice of Public Meeting -A6 -e_ Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda 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/attached on this _18 day of October in the year 2010 W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.D(3C Project Name: Clearwire / Sarah Telschow Project Number: PL10-054 Mailing requested by: Bran n Miles Mailer's signature: -A6 -e_ /7 W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.D(3C City of Tukwila Notice of Application CLEARWIRE Location: 3516 S. 146th St File #'s: L10-066 and E10-017 Applicant: Clearwire Property Owner: Ark Sunset Vista Project Planner: Brandon Miles, 206-431-3684 Project Description: The applicant is proposing to install a wireless communication facility to be utilized for wireless intemet. The applicant will install six panel antennas and two microwave dishes to rooftop of an existing apartment building. The City has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non- significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 Southcen- ter Blvd., Ste 100. Comments must be received by 5:OOpm on November 1, 2010. You may request a copy of any decision, information on hearings, and your appeal rights by calling October 18, 2010 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sarah Telschow Realcom Assoc. 14432 SE Eastgate Way, Ste 260 Bellevue, WA 98007 RE: Clearwire, Ark Sunset Vista 3516 S 146th Street PL# 10-054 Dear Sarah Telschow: ion There is a fee due on your permit application in the amount of $341.00 to cover mailing the attached public notice. The number of required notices sent for your application was 341 which includes property owners and tenants within 500 feet of your project site as well as interested parties and agencies with jurisdiction. The cost is based on the land use fee schedule adopted by Resolution Number 1718 covering Public Notice mailings required for your application. This fee covers the attached notice only. Additional fees may be assessed for future mailings or other review tasks per the fee schedule. This amount needs to be paid before the city can continue processing your permit application. The payment may be paid by cash, check or credit card. The city will accept credit card payments by phone. If paying by check please send the check made out to: City of Tukwila 6300 Southcenter Blvd, Ste 100 Tukwila, WA 98188 If payment is not received within 15 days of this notice your permit application may be put on hold. If you have any questions, please feel free to contact me at 206 431 3670. Sincerely, Teri Svedahl Administrative Support Technician Cc; Brandon Miles MD Invoicing Public Mailings.doc Page 1 of 1 10/14/2010 6300 Southcenter Boulevard. Sure #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila • • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0040000315 Permit Number: PL10-054 Address: 3516 S 146 ST TUKW Status: RECEIVED Suite No: Applied Date: Applicant: CLEARWIRE-SEA0264 RIVERTON NORTH Issue Date: Receipt No.: R10-02169 Payment Amount: $341.00 Initials: TLS Payment Date: 10/26/2010 10:06 AM User ID: 1670 Balance: $0.00 Payee: CLEARWIRE LEGACY LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 00258987 341.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MAPS/PUBLIC/MAILING 000.341.500 341.00 Total: $341.00 doc: Receiot-06 Printed: 10-26-2010 • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments STATE ENVIRONMENTAL POLICY ACT CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: .SEA0264 Riverton North 2. Name of applicant: C/carl17rc 3. Address and phone number of applicant and contact person: Applicant: Cleanyire Address: 4400 Ca i/lion Pohl, City/tate/ZIP: Kirkland, MCA 98033 Phone: rtr�rnp� coal.mui,r( Da Lc?ebiZes7 Agent: 1lcalCom Associates - Sarah 7elschow Address: 14432 SE Eastgate S'uiic 260 City/State/Zip: Bellevue, WA 98007 Phone: (425) 274-4444 ext. 114 4. Date checklist prepared: August 6, 2010 5. Agency requesting checklist: City- o/ Tuknila 6. Proposed timing or schedule (including pleasing, if applicable): 771e (o11St1u(tiorl trill commence as soon as all applicable permits arc obtained. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. At this time, Clearwre docs not have plugs /61- /inure additions, expansions, or /ilture ain't* connected with this p1'OfceI. However in the /UiUrc, market conditions ('OU/(/ necessitate 111c need 1- additional alnterimY1s at this location. 8. List. any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Clean ire and its agents are not aware a- any previous emn-olinlclital in/orinatioll that has been prepared 011 the project site that iron/d idled this proposal ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 10 • • Please respond to all questions. 1lsc separate sheets as necessary. Applicant Responses: Agency Comments 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Clcallr71v and its agents are not .711arc of any application(s) pen(hllg governmental approval(s) that would directly allot the properly covered 1)) this project. 10. List any government approvals or permits that will be needed for your proposal, if known. The Clcanriie SEA0264 Riverton North project requires the following approvals: • Type 2 Land -use Review • State Environmental Policy Act (SEPA) Review • Conlmerrial I3ui/ding Pciiml 1 1. Give brief, complete description of your proposal, including the proposed uses and the sire of tlic project. There arc several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The applicant, Cleallii%e, pf011OSC5 t0 fonSUU(t a herr Ic/ccollnlluInca/ioll fate/ity at 35165. 146th Street Tukwila, lNrshingtoll (Panel Number 0010000315). The proposed telecommunication la ililyy consists of sir (6) panel antennas, two (2) mi('r0Irave dishes, and a ground mounted equipment c'abniet whir// rri// house radio equipment and batteries. Please see .Shed A-0.1 and A-2111 the enclosed drarillgs Ior more detailed inlonnation. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic neap, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate neaps or detailed plans submitted with any permit. applications related to this checklist. The project Is located al 3516 .S. 146th Street Tukwila, Washington rridliu King County. Please see the iVicinity Map in the SEPA 1]hibits Ior more detailed inlonnalion. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 11 • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (underline one): Flat, rolling, hilly, steep slopes, mountainous, other: b. What is the steepest slope on the site (approximate percent slope)? The project location IS 01) .Il) misting moliop and equipment arca. c. What general types of soils arc Lound on the site (Lor example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify thecal and note any prime farmland. The general types of soil /bund on the site are not known d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no smlacc indications and/or history- of unstable soi/.s in the immediate vicinity of the project. c. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of lill. There will be no g7,ldiug for the proposed telecommunication /acility. 1*. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. Erosion is req un/kcly because no grading is proposed. However, Best Management Practices (BMP'.$) /Or erosion control Hill bC Implemented during construction. About what percent of the site will be covered wide impervious surfaces after project construction (lor example, asphalt or buildings)? The proposed prOfect trill not create any nor impervious sur/aces. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: All standard erosion control methods will be uIIIIZCd to reduce or control erosion, or other impacts 10 the earth. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 12 • • Please respond to all questions. IJsc separate sheets as necessary. Applicant Responses: Agency Comments 2. Air a. What Iypc of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial (wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction, thew will be veil, minor dust and etniSSiol)S associated with cousttuction machinel7/rebicles. There are no significant ellllsslolis associated rrid) p1'ojecl operation. b. Arc there any off-site sources of emissions or odor that may allcct your proposal? If so, generally describe. Cleanril'e and its agents' are not arr.lre 0/ ally o/1 -Ste SOUICCS Of CII11SSIClils 01 0(101' that mould affect this proposal c. Proposed measures to reduce or control emissions or other impacts to air, if any: standard measures 10 reduce and/or COMM' ClnISS1OJ1S dulingCOIISIuctiou trill be utilized These measures may include the regular use of watering vehicles to attenuate dust particles on-site and proper maintenance of all vehicles to limit emissions. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. IC appropriate, state what stream or river it flows into. There are no nearby surface water bodies. 2) Will the project. require any work over, in, or adjacent. to (within 200 feet) the described waters? If yes, please describe and attach available plans. This pl ojee will not require any rr Oak over, ill, or adjacent to (within 200 feet) ofany r alcis. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 13 • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Continents 3) Estimate the amount of 1111 and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of lill material. This project will not fill and/or dredge inaterialliom sutliwe Nates/wetlands. 3) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. This project will not require surface mater withdrawals or div eisious. 4) Does the proposal he within a 100 -year floodplain? If so, note location on the site plan. This project docs not lie within a 100 year 1loo(1plain. Please see the IFMA Map in the .SEPA Exhibits km- more detailed intorrnation. 5) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. This proposal does not involve any dischaigcs of waste materials to surface rioters. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No groundwater will be withdraIV/ and/or- water discharged to the groundwater: 2) Describe waste material that will be discharged into the ground from septic tanks or oilier sources, if any (for example: domestic sewage; industrial, containing the following chemicals ...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste materials will be discharged into the ground Born septic tanks or other sources. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 14 • . Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Whcrc will this water flow? Will this wafer flow into other waters? If so, describe. 771c piojeti ui//1101 alter ofllul)?C7 the etIsliiigstormll drainage system. 2) Could waste materials enter ground or surface waters? If so, generally describe. 7 -his type project does not generate Wage materials. i/icle/ore, it is Very unlike/y that waste materials would elder the ground or sur/are Waters, however all preventive measures rft//be taken. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: A, ,his lithe, there are 110 proposed lneasules to reduce or control suuia'e Hater, 8noundimler, and runoff 4. Plants a. Check or circle types of vegetation Lound on the site: X deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other X shrubs grass pasture crop or grain wet. soil plants: cattail, buttercup, bullrusli, skunk cabbage, other water plants: water lily, celgrass, milfoil, other other types of vegetation b. Wlrai kind and amount of vegetation will be removed or altered? No vegetation will be removed or altered. c. List threatened or endangered species known to be on or near the site. No threatened and/or endangered plani SpedeS are kiiou'i to be 011 or nen- the site. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 15 • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: No additional landscaping- has been proposed for this project. 5. Animals a. Underline any birds and animals that. have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. No threatened and/or endangered allinlal species are knoirtl 10 be 011 or Hear the site. c. Is the site part of a migration route? If so, explain. Clearw e and its agents are Hot aware of a nlig7atiou route near the site. d. Proposed measures to preserve or enhance wildlife, if any: At this time, there are no proposed measures 10 piescrnc or enhance mild/i%. 6. Energy and Natural Resources a. What. kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. L''lectiic power- rail be utilized to opel-ale the antennas and associated elecvical equipment. b. Would your project affect the potential use of solar energy by adjacent. properties? If so, generally describe. The subject proposal mill not aflect /he potential use of solar energy by adjacent propeI7ies. c. What. kinds of energy conservation features are included m the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: At this time, there are no energy conselra/lou Icatures Included in the plans of this proposal. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 16 • • Please respond to all questions. I1sc separate sheets as necessary. Applicant Responses: Agency Comments 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of lire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No such hazards have been identified with other similar installations. 1) Describe special emergency services that might be required. No special emergency serriccs mill be required for this proposal. 2) Proposed measures to reduce or control environmental health hazards, if any: At this tinge, there have been no measures proposed to reduce or control environmental health hazards. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment operation, other)? There IS not any cristing'noisC in the area that mould affect this project. 2) What types and levels of noise would be created by or associated with the project. on a short-term or a long-term basis (fbr example: traffic, construction, operation, other)? Indicate what hours noise would come from site. There grill be 11)11101 short -tem noise associated reit/1 the construction phase of the prOjecl. iiierc will be 110 new significant noise associated with operation of the project. 3) Proposed measures to reduce or control noise impacts, if any: Clean ilc will comply with aJI state and local ordinances regarding noise. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? iiic site is currently accommodates multi -family and telecommunication facilities. The adjacent properties accommodate multi -gamily and commercial. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 17 • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Has the site been used Ior agriculture? If so, describe. This property has not been used for agriculture. c. Describe any structures on the site. An existing. multi -bairn, building exits on the property. d. Will any structures be demolished? If so, what? No structures' grill be demolished. e. What is the current zoning classification of the site? The silo is zoned Hi h Density Residential (HDR) by the City of T ukrrill. Please see the Zoning Map in the .SEPA Exhibits Ior more detailed information. f. What is the current comprehensive plan designation of the site? The comprehensive pl all deSignal1011 IOr IBIS area IS not known. g. If applicable, what is the current shoreline master program designation of the site? Not applicable to this plzljcct. g. Has any part of the site been classified as an "environmentally critical" area? If so, specify. Cle ruire and its agents are not ;111711"C' of this plopeily being classified as "Lin i it oninenlall)% sensitive". i. Approximately Trow many people would reside or work in the completed project? 171E l acilily is unmanned. One (l) to i ro (2) employees arc on-site Ior an average of /Our (4) hours of monthly maintenance Checks. This check is iypiea/ly for preventive maintenance purposes. G/ the ci Ent ola problem, a crew 1:5 dispatched to the site immediately: j. Approximately how many people would the completed project displace? This project mil not displace any people. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 18 Agency Comments • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments k. Proposed measures to avoid or rcducc displacement. impacts, if any: 1111s project ;;ill not displace any people, Ihcrelore 110 nlcasur•cs arc needed /o avoid or reduce displacement impacts 1. Proposed measures to ensure the proposal is compatible witls existing and projected land uses and plans, if any: Clcalllrc's proposed telecommunication kwility is being attache(/ to an existing .Structure 111 Order to be compatible mill existing- and projected land USCs and J)Ians. Please sec enclosed photo simulations for more Inlonnallorl 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. No mils grill be provided by this project. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. No units grill be eliminated by /his project. c. Proposed measures to rcducc or control housing impacts, if any: This project Fri// 110/ impact housing, /hcrclorc 110 measures arc needed /0 reduce or control /lousing impacts. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The existing building is 34' tall b. What views in the immediate vicinity would be altered or obstructed? No glens In the Inlnledia/C ;rill be obstructed or subslanttaJIy altered Cleanriic'.s proposed /Clcc011lnlunlcallon expansion is being attached /0 an existing structure III Order /o be compatible ;with existing and projected land uses and plans. Please see enclosed photo simulations for more inloflnation c. Proposed measures to rcducc or control aesthetic impacts, if any: Cleanrire's proposed telecommunication Iaci/i/J- is being attached to an existing stricture in order to be compatible with existing and projected land uses and plans. Please see enclosed photo simulations for more information ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 19 • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Continents 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Gellelxdly, this proposal nil/ nor produce it/if and/org/tic. b. Could light or glare from the finished project be a safety Hazard or interfere with views? This proposal nig not produce any light and/or glare. c. What existing off-site sources of light or glare may affect your proposal? new are 110 evIStlllg offsite .OUIreS o/ lig/lt orglare that frill allect this proposal. d. Proposed measures to reduce or control light and glare impacts, if any: Generally, this proposal trill not produce any light and/or glare Impacts. 12. Recreation a. What desitniated and informal recreational opportunities are m the immediate vicinity? There are no recicationa/ opportunities on the property or in the immediate vicinity o/ the property. b. Would the proposed project displace any existing recreational uses? If so, describe. 7711:5 project Would 1101 displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: This project would not displace any existing recreational uses, thcr c%re no measures are needed to !reduce or conno1 recreation Opp011Ullltles. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 20 • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 13. Historic and Cultural Preservation a. Arc there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. ClearFlire and its agents are not aware of any places or objects listed on, or proposed for, national, slate, or local presermtiol) registers known 10 be on or next to the project. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Clearwire and its agents are not an', -)re of any landmarks, or evidence ofhistolical, arrhaeolo(,'ical scientific, or cultural importance to be on or next 10 the project. c. Proposed measures to reduce or control impacts, if any: Clearnire's proposed telecommunication /acl/ily is being atachcd 10 an existing slivclule in order 10 be compatible with existing and projected laud uses and plans. Please see enclosed photo simulations fin- more irdolrnation 14. Transportation a. Identify public streets and highways serving the site, and describe the proposed access to the existing street system. Show on site plans, if any. The project is located on South 14(" Street between Military Road South and Tukwila hlcivationa/ Boulevard Please see Viciuily Map Evhibil. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Not applicable 10 this project. c. How many parking spaces would the completed project have? How many would the project eliminate? /he number of parking spaces rri// remain the same. Clearwire will use existing packing kr m vnlenancc vehicles. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 21 1 • Please respond to all questions. Ilse separate sheets as necessary. Applicant Responses: Agency Continents c. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). This proposal will not require any new roads or streets or improvements to existing -roads and streets. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. This IS an unmalined facility and will not require the use of Wahl", ", rail or air transportation. d. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 711e facility will be unmanned. One (1) to two (2) maintenance Visits per month is expected. g. Proposed measures to reduce or control transportation impacts, it any. Thele are no traffic impacts associated mill these types of facilities as they are uiiinalllied and require Infrequent maintenance, therefore 110 measures are heeded to reduce or control transportation impacts. 15. Public Services a. Would the project result in an increased need for public services (for example: lire protection, police protection, health care, schools, other)? If so, generally describe. This project trill not result in an increased need lor public services. b. Proposed measures to reduce or control direct impacts on public services, if any. This project mil not result n1 all increased heed for public services, therelirc n0 measures are heeded t0 reduce Or control direct impacts on public sernices. ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 22 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Continents 16. Utilities a. Underline utilities currently available al the site: electricity, natural gas, hater, refuse service, telephone, sanitary sewer, septic system, other. Lleclncily: Loral P,oridcr Telephone: Vciizou/Q l4'csi b. Describe the utilities that arc proposed for the project, the utility providing the service, and the general construction activities on the site or in immediate vicinity which might be needed. Telephone scnire will be provided 1)) the local le%phoue company. Llcciiieal power grill be provided by the /oral power provider. Wrier, sewer and nalmalgas are rrol acquired %r this project. C. SIGNATURE The above answers arc true and complete to the best of my knowledge. I understand the lead agency is relying on them to make its decision. Signature. Date sub ted:___OS_2l COMMUWKTl pEVctnOPibi..6 T ENVIRONMENTAL (SEPA) CHECKLIST Clearwire - SEA0264 Riverton North Page 23 • ZONING MAP • PROJECT NAME: SEA0264 Riverton North PROJECT ADDRESS: .53516 S. 146th Street Tukwila, WA PROJECT PARCEL NI TMBER: 0040000315 nnvm:\\,yLn Clearwire SEA0264 Riverton North SEM Checklist Exhibit FEMA MAP LEGEND ZONE X: Areas determined to be outside 500 -year floodplain. CCP11i1flUMTY cl9ELOP sE:iV Cleaiwire SEA0264 Riverton North SEPA Checklist Exhibit e g 8 5 6 s 8 8 8 A T NAME: PROJECT NAME: SITE NUMBER: PROJECT TYPE: PROJECT LOCATION: c e a RIVERTON NORTH WA-SEA264-D NEW ROOFTOP TELECOMMUNICATIONS ASSOCIATED GROUND 3516 S 146TH STREET TUKWILA, WA 98168 _ , l '!," I` DO NOT SCALE ORAWMDS. CONTRACTOR MUST VERIFY ALL DMF)0g1ID AND ADVISE CONSULTANTS OF ANY ERRORS DR OMISSIONS. NO VARIATIONS CR MODIFICATIONS TO WORN 811M SHALL 8E IIBILENEFIELD WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF TH8 PROJECT. 8259 ROB- 4 ROB LICE TATE f I (� E `Y REGISTERED ARCHITECT TJERRY LARA •• ' INGTOGTON - ER- URA E. ARCHITECT .F WASHINGTON 8259 �1 ! _� `J FACILITY AND EQUIPMENT 6 5 4 3 2 1 VICINITY MAP SCOPE OF WORK LIST OF DRAWINGS 0 09/26/10 ISSUED FOR PERMIT m B13TthSt a s sl3SttlSt x RFrertal o � Crest Gemstar% N CO 2 �,- IT ds1 q °s < ¢ R' E. A PROJECTi; m slmthst SITE w 5 'a Vn s1a61ns+ S 14ath St ' _ a is . a, , \ \: \ g i ;4 t tEl ; s 14Dth s1 ;. m s141s1.5 (99 d 1 :S I S 2nd St ! rt °rb, .72 5 137th m rn o, c c m d a. L _:.S139ihSt sT3' S 140th St 0) w 141st St ¢ d m s144thS( = . S146ths1 .IY G, e s 146th St: g v THE PROPOSED FACILITY CONSISTS OF SIX (6) PANEL ANTENNAS, TWO (2) MICROWAVE DISHES AND GROUND MOUNTED EQUIPMENT CABINET TO BE LOCATED WITHIN SPRINT'S EXISTING EQUIPMENT COMPOUND GENERAL ISSUE B 08/25/10 ISSUED FOR CLIENT REVIEW G-1 COVER SHEET G-2 GENERAL NOTES 0 0 A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action ARCHITECTURAL IssuE mII MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.4s1.1301 Fax: 426.4s1.1389 www.monisonhershfleld.com A-0 EXISTING SITE PLAN A-0.1 PROPOSED SITE PLAN A-1 PARTIAL ROOF PLAN, COMPOUND PLANS AND DETAIL A-2 BUILDING ELEVATION A-3 ANTENNA ORIENTATION, RF SYSTEM SCHEDULE & ANTENNA MOUNT DETAIL A-4 ANTENNA INFORMATION DETAILS A-5 EQUIPMENT CABINET DETAILS A-6 DETAILS A-7 RF DETAILS 0 0 0 0 O 0 0 0 0 PROJECT INFORMATION Client: clear ° CARILLON POINT KIRKLAND. WA NOM BUILDING OWNER: LONGITUDE: JURISDICTION: TAX PARCEL ID: ZONING CLASS: APPLICANT: PERMITTING CONTACT : CONSULTANT REPRESENTATIVE : ARK VILLA NELLE, LLC ROBERT & ARLENE KRUSSEL 18107 NORMANDY TERRACE S.W. NORMANDY PARK, WA 98166 PHONE: (206) 246-2323 JOAN KRUSSEL, MANAGER 47' 28' 23.4" N 122' 17' 13.8" W CITY OF TUKWILA 0040000315 HDR CLEARWIRE 4400 CARILLION POINT KIRKLAND, WA 98033 SARAH TELSCHOW 14432REALC0SE EASTGM IATESWAY, SUITE 260 BELLEVUE, WA 98007 PHONE : (425) 274-4444 EXT 114 FAX :• (425) 274-4449 stelschow®reolcomossoc.com RICK MATTESON PROJECT MANAGER MORRISON HERSHFIELD CORPORATION PHONE: (425) 289-5924 { t ium° ! r tLATITUDE: J02'f t ' a STRUCTURAL ISSUE S-1 STRUCTURAL NOTES S-2 DETAILS S-3 DETAILS S-4 DETAILS 5-5 DETAILS 0 0 o 0 0 Project: RIVERTON NORTH WA -35 6 S S 146TH STREET TUKWILA, WA 98168 SITE DIRECTIONS Droving Title: COVER SHEET -1' I�� '� ELECTRICAL - ,. ISSUE FROM KIRKLAND: TAKE SR -520 EAST TO 1-405 SOUTH TOWARD RENTON, ROAD NAME CHANGES TO SR -518 WEST. TAKE RAMP RIGHT FOR SR -99 SOUTH TOWARD SEA—TAC AIRPORT. TURN RIGHT ONTO S 154TH ST. THEN TURN LEFT ONTO SR -99 / INTERNATIONAL BLVD / TUKWILA INTERNATIONAL BLVD. MAKE A LEFT TURN ONTO S 146TH ST. SHELL ON THE CORNER. ARRIVE AT SITE (ON THE RIGHT 3516 S 146TH ST.) E-1 ELECTRICAL SITE PLAN E-2 ENLARGED ELECTRICAL PLANS E-3 ELECTRICAL RISER DIAGRAM E-4 GROUNDING PLAN Er,••' •I.M..1,7 E-5 GROUNDING AND POWER DETAILS DIclf.:13,7---.allr 0 0 0 0 0 Project No. 810014800 C O D E COMPLIANCE Designer: Dote: 09/02/10 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: • 2005 NATIONAL ELECTRIC CODE (NFPA 70) • 2006 INTERNATIONAL BUILDING CODE (IBC) • 2006 INTERNATIONAL MECHANICAL CODE (IMC) iloo' - _ RAI Drown litr. RM RM Checked lir: RL RI_ APPROVALS R, iio„Merit Pogrom! �, APPROVAL SIGNATURE DATE Issue No. O _ Drawing No. /'� V PROPERTY OWNER : CLEARWIRE REPRESENTATIVE : SOLE 8 BAY ON ]Y T. H• v SEE 8 3 8 fi a 8 .g. GENERAL NOTES LEGEND 00 D OMISSIONS. SHOWN APPROVAL AND SUPERSEDED MORRISON MORRISON BE NOT SCALE DRAWINGS. CONTRACTOR MIS OT VERIFY ALL AND ADVISE CONSULTANTS OF ANT ERRORS NO VARIATIONS OR MOFlCATONS TO WORN SHALL eE IMPLEMENTED WITHOUT PRIOR WRITTEN ALL PREVIOUS ISSUES OF THIS DRAWING ARE FlGTIONS REMAIN PROBY THE LATEST REVISION. ALL.PER HERSHFIELD CORPORATION. NERVIER HERSHFIELD NOR THEARCVIRECT WILL OR OE 1. GENERAL 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. 4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER. 3. RACEWAYS AND BOXES 1. ALL CONDUIT SHALL BE UL LABELED. 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1; CAST -METAL BOXES SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. 4. GROUNDING 1. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT REVISION NEC. 2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO -OX, NOALOX, PENETROX OR KOPRSHIELD. 3. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING BUILDING TIE DOWN BRACKETS. 5. COAXIAL ANTENNA CABLE NOTES 1. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING CLEARWIRE WITH TYPE -WRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE CLEARWIRE RADIO FREQUENCY (RF) ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF SITE. 2. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 3, ALL COAXIAL CABLE WILL 8E GROUNDED PRIOR TO ENTERING THE EQUIPMENT SPACE AND AS SPECIFIED IN THE ELECTRICAL DRAWINGS. 4. ALL MAIN TRANSMISSION CABLE WILL BE TERMINATED AT A NEW/EXISTING POLYPHASER SURGE PROTECTOR LOCATED WITH THE EQUIPMENT SPACE. 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED SYMBOL DESCRIPTION - - CIRCUIT BREAKER ❑ NON -FUSIBLE DISCONNECT SWITCH a FUSIBLE DISCONNECT SWITCH o SURFACE MOUNTED PANEL BOARD © TRANSFORMER PROVIDING CONSTRUCTION REVIEW OF TNIS PROJECT. 8259 ' '�tEGIST'�ED ARCHITECT T LAR GTON [] KILOWATT HOUR METER H _Q DENOTES CABLE OR CONDUIT TURNING UP IN PLAN VIEW D DENOTES CABLE OR CONDUIT TURNING DOWN IN PLAN VIEW JB JUNCTION BOX 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND 0.S.H.A. 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 11. CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS, SHOP DRAWINGS, AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION AND INSTALLATION. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE AREAS ONLY. 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE AWARDAPPLY TELEPHONEOUTING WITH EDIAIELY UPONCOMPANY. SER�CEL IMMTELEPHONE OF CONTRACT. 2. BASIC MATERIALS AND METHODS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 5. DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE. 6. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. 7. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 8. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN -UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. 9. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 10. ALL EXTERNAL GROUND CONNECTIONS SHALL BE10900 EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE,OFTel: EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501. 11. WHENR CONTRACTOR BURIEDSHALL GROUND RINGCOISNSTRUCTION INSTALLED SOTHEMANAGER REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. 12. FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTYWRITTEN TYPE GROUNDING CLAMP OR EXOTHERMIC WELD CONNECTION TO POST. GROUND ALL FENCE POSTS WITHIN 6' OFDIA. EQUIPMENT.TRENCHES 13. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED. APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. 4'-0" WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS.LICENSED 6. ANTENNA CABLE LENGTHS HAVE BEEN PROVIDED BY OTHERS. CABLE LENGTHS LISTED ARE APPROXIMATE AND ARE NOT INTENDED TO BE USED FOR FABRICATION DUE TO FIELD CONDITIONS. ACTUAL ANTENNA CABLE LENGTHS REQUIRED MAY VARY FROM LENGTHS TABULATED. CONTRACTORS MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. 7. ALL MAIN CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS: A. AT ANTENNA PRIOR TO JUMPER B. PRIOR TO ENTERING EQUIPMENT CABINET, AT CABLE ENTRY PORT C. INTERIOR SIDE OF EQUIPMENT CABINET, AT CABLE ENTRY PORT 8. ALL MAIN CABLES WILL BE GROUNDED AT:$ A. AT ANTENNA MOUNTING PIPE B. AT CABLE SUPPORT ASSEMBLY ON ROOF C. PRIOR TO ENTERING EQUIPMENT CABINET 9. ALL TOP JUMPERS WILL BE MADE UP OF 1/2" DIA. THE CONTRACTORNABLE TORSHALL USE ALL THE JO JUMPERS. LDF. EFFORTSTO MINIMIZETHE 6. SPECIAL INSPECTIONS 0 SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION 0 CONCRETE OVER 2500 PSI AT 28 DAYS 0 CONCRETE PLACEMENT AT SLAB ON GRADE 0 CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE ❑ FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY 0 CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENIGNEER OF THE RECORD 0 VERIFICATIONS OF MILL REPORT 0 IDENTIFICATION OF STEEL AND AT JOB SITE PB PULL BOX TO NEC/TELCO STANDARDS ROBERT JERRY URA ARCHITECT STATE OF 8259 WAS OVERHEAD UTILITIES - DHU - -- UGT - UNDERGROUND TELCO - - UCP- UNDERGROUND POWER n_i DENOTES REFERENCE NOTE �/ o EXOTHERMIC WELD CONNECTION ■ MECHANICAL CONNECTION (E.G.LUG, C -TAP) lF- GROUND ROD I{ Q GROUND ROD WITH INSPECTION SLEEVES -i--r GROUND BAR PIN AND SLEEVE RECEPTACLE GROUND CONDUCTORrtr 6 5 4 3 2 1 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CUENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Dote Action li MORRISON HERSHFIELD NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 425.451.1301 Fax: 425.451.1389 WWW.monisonhershfleld.com -r-)T FUSE ABBREVIATIONS AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY FG CONDUIT CBELOW NISHED GRADE CRGB CELL REFERENCE GROUND BAR CU COPPER C/W COMPLETE WITH D.T.T. DRY TYPE TRANSFORMER DIAMETER EC EMPTY CONDUIT G GROUND GE GROUNDING ELECTRODE GEC GROUNDING ELECTRODE CONDUCTOR GRC GALVANIZED RIGID CONDUIT MTS MANUAL TRANSFER SWITCH Client: c I e a r 4IOOCARILLION POINT KIRKLAND. WA NOM Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA. WA 98168 Drawing Title: 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FITNOTES THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE PREFABRICATED SHELTER/CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING/SHELTER. 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. 0 ADHESIVE BOLTS IN CONCRETE OR MASONRY 0 CONCRETE BOLTS INSTALLATION AND PLACEMENT IN 0 HIGH STRENGTH BOLTING ® ALL FIELD WELDING 0 STRUCTURAL MASONRY SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. NEC NATIONAL ELECTRICAL CODE 0/H OVERHEAD PDC POC POWER DDIYL CHLORIDECUTION CABINET RNC RIGID NON-METALLIC CONDUIT (SCHEDULE 80 PVC) SCHEDULE SD SERVICE DISCONNECT SWITCH SE SERVICE ENTRANCE SN SOLID NEUTRAL TGB TELCO GROUND BAR TEGB TOWER EXIT GROUND BAR TR TRANSFORMER TVSS TRANSIENT VOLTAGE SURGE UPPr@S©IP i7r' TYP TYPICAL U/G UNDERGROUND WP WEATHERPROOF - NEMA 3R W WITH Iia :ELZ?I_.Y,S7 GENERAL PROJECT INFORMATION THIS IS AN UNMANNED AND RESTRICTED ACCESSSCHED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC BROADBAND SERVICE. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. CLEARWIRE MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. Project No. 810014800 Designer: Date: 09/02/10 RM Dro.n Br RM Checked Br RL Project RY Mint Approval " lam tp 0 p„o.;,,y No. G-2 1 2 3 4 5WtcJo'1 SCALE a SAY ON 22' S K• T' SIIE 9 8 S. 8 .0 4 a I 0, 8 A 0 EXISTING PANEL ANTENNA MOUNTED ON A MAST INSIDE A FIBERGLASS SHROUD. (TYP. OF 3) EXISTING SPRINT ANTENNA ON EXISTING MOUNT TO REMAIN (TYP. OF 2) EXISTING CONC. PATIO NORTHWEST UTILITY NOTIFICATION CENTER CALL TOLL FREE 1-888-424-5555 THREE WORK= DOS BEFORE YOU D6 EXISTING PROPERTY LINE. (313'-0") ammim ❑ I� EXISTING 12" CABLE TRAY EXISTING ASPHALT - PARKING LOT I 1 I I I D I I I 11 10000 EXISTING ANTENNA CABLES ON SLEEPERS Oi EXISTING SPRINT ANTENNA (TYP.) / EXISTING CONDUITS ATTACHED t, r f , TO BUILDING WALL y �lll EXISTING SPRINT EQUIPMENT EXISTING SPRINT CONCRETE PAD / I I I I \ELEVATOR PENTHOUSE + 3'± ABOUT ROOF MAIN ROOF / 0 II I000o EXISTING 12" CABLE TRAY �l Tl I rte/ I 1 vEXISTING ASPHALT PARKING LOT LOWER ROOF EXISTING PROPERTY LINE. (313'-0") EXISTING SITE PLAN 1/32" = 1'-0" (BASED ON 22" x 34" PAPER) 1/64" = 1'-0" (BASED ON 11" x 17" PAPER) I 000 EXISTING ROOF HATCH TRUE NORTH z I� Iw w 10 I0 o_ IL3 EXISTING UTILITY POLE SOUTH 146TH ST DD NOT SCALE ORAWTNOS. CONTRACTOR MUST VERIFY ALL DDENSIONS AND ADVISE COMSULTANTB OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORN SHOWN SHALL E IMPLEMENTED WITHOUT POOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPS BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISO! HERSHFIELD CORPORATION. NEITHER MORRIBON HERSHFIELD NOR THE ARCHITECT WSJ. SE PROVIDING CONSTRUCTION REVIEW OF TMS PROJECT. ERT ER LA LICENSED ARCHITECT STATE Of WASHINGTON 8259 6 3 2 0 09/26/10 ISSUED FOR PERMIT 8 08/25/10 ISSUED FOR CUENT REVIEW D C A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fez: 425.451.1369 www.monisonheishfiekl.com Client: clear 0r 4400 CARILLON PONT KIRKIAND, WA NOM Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA, WA 98168 ()rowing Title: EXISTING SITE PLAN Project No. 810014800 Dlnllgw. RM Ootc 09/02/10 Drown Or RM Clocked Br: RL Project teonogeE: RM Owe *Dermot Issue No. 0 Dro.ng No. A-0 2 3 4 5 6 SCALE 6 SSE ON 01 0 OC V' SZE B A 9/27/2010 5:540m gd .8 .s • 8 5 8 PROPOSED (2) CLEARWIRE ANTENNA INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD /3. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41'-4" / AZ = 0' (SECTOR: ALPHA) PROPOSED CLEARWIRE (2) 3" CONDUITS FOR CLEARWIRE ATTACHED TO BUILDING WALL. SEE DETAIL D/A-1 (MATCH EXISTING ROUTE UP BLDG) PAINT TO MATCH EXISTING CONDUITS PROPOSED CLEARWIRE COAX CONDUIT ROUTING ON ROOF. PROVIDE 4"X4" SLEEPERS. REFER TO DETAIL B/A-6. EXISTING PROPERTY LINE. (313'_0_) -_-_-___- EXISTING ASPHALT -A PARKING LOT PROPOSED CLEARWIRE 12"0 MW DISH INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD /2. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. =37'-0" / AZ=177 (SECTOR: BETA) PROPOSED (2) CLEARWIRE ANTENNA INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD /2. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 41'-4" / AZ=120' (SECTOR: BETA) PROPOSED CLEARWIRE 24"0 MW DISH ON EXISTING SPRINT MOUNT INSIDE 3' -0"x3' -0'x8' -6"H FRP SHROUD /1. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 41'-4" / AZ=TBD (SECTOR: ALPHA) 00 CSJ z rr LJ w o_ CC CL •I O z 1- Vl ww I I I I Il I EXISTING ROOF HATCH PROPOSED (2) CLEARWIRE ANTENNA INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD /3. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41'-4" / AZ = 240' (SECTOR: GAMMA) (2) 3" UNDERGROUND CONDUITS FOR CLEARWIRE SAWCUT EXISTING CONCRETE PATIO FOR NEW CLEARWIRE CONDUIT INSTALLATION. CONTRACTOR TO RETURN EXISTING CONCRETE PATIO TO ITS ACTUAL CONDITION AFTER COMPLETION OF WORKS EXISTING ASPHALT PARKING LOT [1 I� 0 I0 z EX I IM NORTHWEST UTILITY NOTIFICATION CENTER CALL TOLL FREE 1-888-424-5555 TREE worocom DAYS WIRE YOU DC EXISTING SPRINT EQUIPMENT EXISTING SPRINT CONCRETE PAD PROPOSED CLEARWIRE CABINET ON EXISTING SPRINT CONCRETE. SLAB EXISTING PROPERTY LINE.(313'-0")----_-_-_--_-_--__-----------------� PROPOSED SITE PLAN 1/32" = 1'-0" (BASED ON 22" x 34" PAPER) 1/64" = 1'-0" (BASED ON 11" x 17" PAPER) TRUE NORTH L SOUTH 146TH ST 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OML441ONS. NO VARMTIONS OR MODIFICATIONS TO WORK 3N0NN SMALL SE IAPIEMENIED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED SY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATOR. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT E 1 J ' -YLARA L u'L TON ROBERT 'Y LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 1)105 2 ic 1 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW D C A 08/04/10 ISSUED FOR CLIENT REVIEW No. Dote Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.momsonhershfield.com Client: clear ®• ,.. •re 000CARILLION vow KIRKLAN D. WA 98033 Project: RIVERTON NORTH WA—SEA264—D 3516 S 146TH STREET TUKWILA, WA 98168 Drowing Title: PROPOSED SITE PLAN Project No. 810014800 RM Data: 09/02/10 Drown By RM Checked Ely: RL Project manager: RM Mont Approval Issue No. O Drawing No. A-0.1 1 2 3 4 5 6 SCALE S SASE ON 22' M 34' V' SEE B A • 8 0 OIL . ' PROPOSED EXISTING CONDUITS ATTACHED DO NOT SCALE DRAWINGS. COMIRACTOR MUST VERI, ALL DMENSIONS AND ADVISE CONSULTANTS OF ANY ERROFLP OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORX SHOWN MALL BE IMPLEMENTED WRHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUF_S OF THIS DRAWING ARE FERSIWoRRD EL.c.PECEDIF.I.F.G7TIONSTI:MSTREc.MAIMRE7.17,PR:LOPERTY. :::7F LAORRIF.SON.HE...RSNFIELO .HOF.R 1ME ARCN.F T.ITE.CT WicTLE CLEARWIRE 24-0 MW DISH ON I TO BUILDING WALL y uu-- 1 11 . / ‘......- EXISTING SPRINT MOUNT INPIDE 3' -0"x3' -0"x 8' -6"H FRP I SHROUD #1. PAINT TO MATHr EXISTING BUILDING COLORS R.C. - 37-O-/ AZ=1BCI (SECTOR: ALPHA) t PROPOSED PROPOSED (1) CLEARVARE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3' -0"x3' -0"x8. -6 "H FRP SHROUD /2. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. 41-4- / AZ = Cr (SECTOR: ALPHA) I \-- EXISTING 1 . I CONCRETE PATIOEXISTING I PROPOSED CLEARWIRE (2) 3" CONDUITS FOR CLEARWIRE ATTACHED TO BUILDING WAU_. SEE DETAIL D/A-1 (MATCH ROUTE UP BLDG) PAINT TO MATCH EXISTING CONDUITS (1) 1 CLEARWIRE ANTENNA ON , EXISTING SPRINT MOUNT INSIDE .3' -0"x3' -0%8' -6"H FRP I SHROUD /1. PAINT TO MACH EXISTING BUILDING COLORI. . PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPRINT MOUNT INSIDE .3" -0-x3' -0-x8' -6-H FRP SHROUD /2. PAINT TO MATCH EXISTING BUILDING COLORS. RC.= 41' -4" / AZ = 240' GAMMA) I I i, I x— x— xr„.44....., r ,f '.' • t" ' , ''' i .1 -'''''''.. • ,-....,,,-, vr . ,r- ...._ — ,-,,,r_iti f r- — — 7-----7 = ,.-___ , x ' -' ... --.1 11 'Y ' t i t, e •,,,,l_kr 1,-, _.-J 'Thi- —.)j yi .....,...„ • '7-- EXISTING FENCE w........_ (2) 3" UNDERGROUND CONDUITS FOR CLEARWIRE SAWCUT EXISTING CONCRETE PATIO FOR NEW CLEARWIRE r_rx CONDUIT INSTALLATION. CONTRACTOR I TCOOMR:rEUTI:IN E:IFST:OGRKCSONCRETE PATIO TO ITS ACTUAL CONDITION AFTER 8259 REGISTERED , -ARCHITECT _ ,, .,,c,, ; .r,t f • E' ' • RY-LARA, . ... - HINGTON I . ROB ER JE —Y LARA LIC ENSED ARCHITECT STATE OF WASHINGTON 8259 -, (SECTOR: ALPHA) (SECTOR: SPRINT EXISTING I CIEs . i ii. \,.. /2 ----,-- EXISTING 3.-0" WIDE ACCESS . GATE ANTENNA ON EXISTING SPRINT MOUNT PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPONT MOUNT INSIDE . 3' -Onc3' -0"x8' -6"1-1 FRP' SHROUD /1. PAINT TO 1.44TCH EXISTING BUILDING COLOI. 0' (SECTOR: GAMMA) 4‘.- PROPOSED CLEARWIRE COAX CONDUIT ROUTING ON PARAPET WALL. REFER TO DETAIL D/A-1. I Ty-----, . r I I / I I x ,.. _ ,---- -,/ --&-'\ - f 1 EXISTING 25' -0"X26' -0" CHAIN LINK FENCED COMPOUND I - -- , _,, -..-- • -v• 6 I x )`' 'T. . EXISTING GROUND 4 I 1 • ? ),,,,...., PROPOSED CLEARW1REk, POWER CONDUIT - ''• - --"` SURFACE MOUNTED ON x UNISTRUT SLEEPERS ,---`-',- 1 A., k. -.„ ).,/--&-..,, ,,, . / • AI ( ; , ' . EXISTING ICE BRIDGE x EXISTING SPRINT CABINETS ON STEEL FRAME EXISTING LANDSCAPE (TYP.) 3 2 EXISTING SPRINT N. ANTENNA ON EXISTINGI • 1 SPRINT MOUNT ...z. u 0 09/26/10 ISSUED FOR PERMIT I< L • i P. , i... ' ... , `-- i' 1').. ,-- • I ...t i---- / -.....,...„.-- — B 08/25/10 ISSUED FOR CUENT REVIEW PROPOSED CLEARWIRE (2) 3- CONDUITS & JUNCTION BOX FOR CLEARWIRE ATTACHED TO EXISTING BUILDING WALL SEE DETAIL D/A-1 (MATCH EXISTING EXISTING FENCE CONDUITS ATTACHED , x x x x x x _____________________________ EXISTING 10 -0"x14. -6" CONCRETE SLAB A 08/04/10 ISSUED FOR CUENT REVIEW No. Date Action ROUTE UP BLDG) PAINT TO TO BUILDING WALL MATCH EXISTING CONDUITS PARTIAL ROOF PLAN TRUE NORTH (SECTOR ALPHA & GAMMA) • !Pre MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, VVA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com PROPOSED CLEARWIRE CABINET ON EXISTING SPRINT CONC. SLAB COMPOUND PLAN TRUE NORTH , Gil0 1/4" = V-0" (BASED ON 22" x 34" PAPER) ( ' 1/8" = 1'-O" (BASED ON 11" x 17" PAPER) 1/4" = 1' 0" (BASED ON 22" x 34" PAPER) 1/8" = 1' - 0" (BASED ON 11" x 17" PAPER) 0 Client: • clear** re MOO GANGLION POINT KIRKLAND. WA 98033 1/2"x2 3/4" HILTI QUICK BOLT (CONCRETE WALLS) OR HILTI HIT ANCHOR (MASONRY WALLS) (OR EQUAL) i•illi NEW CONDUIT WITH PIPE CLAMP B -LINE PART # B2015 I PROPOSED 12"0 MW DISH INSIDE 3-0" CLEARWIRE 3' -0%3' -0"x8' -6"H FRP SHROUD /3. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. - 37"-0" / AZ -172" Project: RIVERTON NORTH WA-SEA264-D 3516 5 146TH STREET TUKWILA, WA 98168 Lc) 1Pill / (SECTOR: BETA) C_-\ \ / (OR EQUAL) I Drawing Title: PARTIAL ROOF, COMPOUND PLANS AND DETAIL PROPOSED CLEARWIRE COAX CONDUIT'•••,.., ROUTING ON ROOF. PROVIDE 4"X4" ,\ b. : I •> , 1 SLEEPERS. REFER TO DETAIL B/A-6. i i P1000 UNISTRUT CABLE _ := I Project NO. 810014800 SUPPORT (OR EQUAL) I • ALL MOUNTED COAX Ammo DETAIL ,t----, -,-_' 4=/77s7I7---,\ ' / - ' v _ i t.. , ...r._-•7 - L, . . Designer: Dolt: PROPOSED (2) CLEARWIRE ANTENNAS INSIDE 2' -6"x2' -6"x8' -6"H FRP SHROUD /3. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 41.-4- / AZ=120'RM (SECTOR: BETA) TRUE NORTH PARTIAL ROOF PLAN (SECTOR B) RM 09/02/10 Drown Ely: Checked ar RL Project mower: RM Mau Powwow ..... No. 0 Drawing No. A— 1 Gil NOT TO SCALE 0,' ' `"1:177 1/4" = 1 Ce ' - 0" (BASED ON 22" x 34" PAPER) 1/8" = 1 - 0" (BASED ON 11" x 17" PAPER) SCALE 5 BASE ON 22X M. V DDE N.\Projeot\810 Serles\8100148 deor.6e Woehington\WA—SEA284\Dro.ings\WA—SEA2B4 CO RevO 092710.dwg 09/27/2010 8:04pm EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.- 41'-4" / AZ - 0' (SECTOR: ALPHA) PROPOSED CLEARWIRE 24"e MW DISH ON EXISTING SPRINT MOUNT INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. - 37'-0" / AZ=TBD (SECTOR: ALPHA) PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. 41'-4" / AZ = 240' (SECTOR: GAMMA) EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT C.L. OF PROPOSED CLEARWIRE ANTENNAS 41'-4" A.G.L. C.L. OF PROPOSED CLEARWIRE MW DISHES 37'-0" A.G.L. PROPOSED CLEARWIRE (2) 3" CONDUITS FOR CLEARWIRE ATTACHED TO BUILDING WALL. SEE DETAIL D/A-1 (MATCH EXISTING ROUTE UP BLDG) PAINT TO MATCH EXISTING CONDUITS EXISTING SPRINT CABINETS ON STEEL FRAME BEHIND EXISTING FENCE PROPOSED CLEARWIRE CABINET ON EXISTING SPRINT CONC. SLAB BEHIND EXISTING FENCE EXISTING CHAIN LINK FENCED COMPOUND 0. -0 - GROUND LEVEL I IW PROPOSED (1) CLEARWIRE ANTENNA INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.=41'-4" / AZ = 0' (SECTOR: ALPHA) (BEYOND) PROPOSED (1) CLEARWIRE ANTENNA INSIDE 3' -0"x3' -0"x8" -6"H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.- 41'-4" / AZ - 240' (SECTOR: GAMMA) EXISTING CONDUITS ATTACHED TO BUILDING WALL PROPOSED (2) CLEARWIRE ANTENNA INSIDE —0"x8' -6"H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. - 41'-4" / AZ=120' (SECTOR: BETA) PROPOSED CLEARWIRE 12"41 MW DISH INSIDE 3' -0"x3' -0"x8' -6"H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. - 37'-0" / AZ=172' (SECTOR: BETA) TOP OF PROPOSED SHROUD 44'-6" A.G.L. C.L. OF PROPOSED CLEARWIRE ANTENNA 41'-4" A.G.L. C.L. OF PROPOSED CLEARWIRE MW DISH 1.7' —ft* A C I WEST ELEVATION 1/8" = 1'-0" (BASED ON 22" x 34" PAPER) 1/16" = 1'-0" (BASED ON 11" x 17" PAPER) ( 34.-0" 41, AVERAGE ELEVATION OF ROOF DECK DD NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL o.ENSI0M8 AND ADVISE CONSULTANTS OF ANY ERRORS OR 0*1I8810N9. NO VARIATIONS OR MODIFICATIONS TO WORN SHOWN SNAIL BE IMPLELENIED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF 08S DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT ii RO= R' ERRYLARA FS•INGTON ROBERT RRY URA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 °RI 4 3 2 1 0 09/26/10 ISSUED FOR PERMIT 8 00/25/10 ISSUED FOR CLIENT REVIEW D C A 08/04/10 ISSUED FOR CLIENT REVIEW No. Dote Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 ww W.monisonhershfeld.Dom Client: clearw°r MOO CARILLON POINT KIRKLAND. WA WAGS s Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA. WA 98168 Drowing Title: BUILDING ELEVATION Project No. 810014800 RM Dole: 09/02/10 Drown By: RM Checked By: RL Project Yaogen RM Cont Aoonwor Niue No. O Droving No. A-2 1 2 3 4 5 6 BGLL 5 8)5E ON 22- L sr TY S E B A 09/27/2010 5:55pm gdelacnn A-5EA254_C0 Rev° 0927 3; a' ii g 6 g is r BACKHAUL DISH ANTENNA DETAIL ANTENNA MOUNT DETAIL I �O A 3 o NOT TO SCALE NOT TO SCALE =n ,:1777 LABEL MARKINGS SHALL BE PLACED AT: (1) WITHIN 12" OF CABLE AT BOTH ENDS (2) AT OR NEAR MGB (3) EITHER PRIOR TO ENTRY INTO THE CABINET OR CABLE SUPPORT BRIDGE. (4) BOTTOM OF ANTENNA MAST PIPES • COORDINATE BACKHAUL DISH ANTENNA INSTALLATION WITH FINAL EMSS • COORDINATE RF ANTENNA INSTALLATION WITH LATEST MARKET RF DESIGN ANTENNA INFORMATION NOT TO SCALE PROPOSED DISH ANTENNA PER CLEARWIRE EMSS (TMP.) PROPOSED DISH ANTENNA PER CLEARWIRE EMSS (TYP.) 2-1/2" STD PIPE 2-1/2" STD PIPE PROPOSED DISH ANTENNA PER CLEARWIRE EMSS (TMP.) NOTE: 1. REFER TO R.F. SYSTEM SCHEDULE FOR ANTENNA SPECS, AZIMUTH, MOUNTING HEIGHT, AND QUANTITIES. 2-1/2" STD PIPE ANTENNA INFORMATION SECTOR ANTENNA MODEL QTY. AZIMUTH IN DEGREES RADIATION CENTER MARKING METHOD: COLORED BAND MARKING METHOD: NUMBER OF BANDS SECTOR 1 - RED KATHREIN 84010054B 1 0' 41'-4" RED 1 SECTOR 2 - BLUE KATHREIN 840100546 1 120' 41'-4" BLUE 2 SECTOR 3 - YELLOW P-65-18-XXW2-R 1 240' 41'-4" WHITE 3 SECTOR 1 - RED P-65-18-XXW2-R 1 0' 41'-4" RED 1 SECTOR 2 - BLUE P-65-18-XXW2-R 1 120' 41'-4" BLUE 2 SECTOR 3 - YELLOW KATHREIN 840100546 1 240' 41'-4" WHITE 3 GPS ANTENNA LOCATION OPTIONS: (1) ANTENNA SHROUD; (2) EQUIPMENT CABINET; (3) H -FRAME, COORDINATE WITH CLEARWIRE AND MANAGER IN FIELD. MICROWAVE DISH INFORMATION SECTOR MICROWAVE DISH MODEL QTY. AZIMUTH IN DEGREES RADIATION CENTER MARKING METHOD: COLORED BAND MARKING METHOD: NUMBER OF BANDS SECTOR 1 - RED RADIOWAVESHPCPE-23 1 172 37'-0" RED 1 SECTOR 2 - BLUE TBD (FUTURE) 1 TBD 37-0" BLUE 2 GPS ANTENNA LOCATION OPTIONS: (1) ANTENNA SHROUD; (2) EQUIPMENT CABINET; (3) H -FRAME, COORDINATE WITH CLEARWIRE AND MANAGER IN FIELD. PIPE CAP PRE -MOUNTED HEAVY DUTY MOUNTING BRACKETS NEW 2-1/2" STD PIPE 0.D. PIPE MOUNT 1 ro PROPOSED ANTENNA L. •,J._.. • DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DPAENSI01S AND ADVISE CONSULTANTS OF ANY ERRORS DR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE WREMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT OBERTJ='RYLARA S �',•� TON ROL 'T JE URA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 4 3 2 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CUENT REVIEW D C A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action ■ d MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA98004 Tel: 425.451.1301 Fax: 425.451.1369 ww W.monisonhershfield.com Client: clearw AA00 CARILLON POINT KIRKLAND, WA WOW Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA, WA 98168 Droning Title: ANTENNA ORIENTATION RF SYSTEM SCHEDULE ANTENNA MOUNT DETAIL Project No. 810014800 RM Doty. 09/02/10 Drown Br: RM Checked By: RL Project Monogr. RM Cent Approval 1 2 3 4 5 6 SCALE 5 BASE ON 22' K N• V SII B A 2 x• a KLITH REIn SCALA DIVISION Kathy:al Scari3 Xxyaartoad adjustable electrical dom0lt antennae Wei to corer the Wally to 74 1r Slav for optimum performance. 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ADN 20(0.600)0 am. 739546=NW. tio. ItaliS 11210.0 Martian:I Mara wIS-pts 0601 9 313331333s3/D0a1 1cacID WINS WW1 443, 40331.73303 10.N N.36061 eaOMn Inc.. Sala Doti. R(0I0:e Bo 4530 43.000.01107001 NSA) P0ma15411779-66a F33:641,7793991 EnWt 4331300a3113703311Ielmo I0anNt ww,31 11 faamlemn DISCRIhi1NATO RTA, High Performance Discriminator to Low Side Lobe Design 18, 23, 26.28.31.328.38 GHz Bands Key Features - Antenna Diameter: 12' square - 23 GHz Version FCC Category A - Windioads: Operational- 90 mph (150 km/h) Survival- 125 mph (210 km/h) - Low side lobe design. typically -23 dB - Lightweight and rugged design, easily installed - Radio Mounting kits available to integrate with major OEM ratios - Standard antenna mown provides fine adjustment tor both azimuth and elevation • Accomodates a 2.25 in. to 4.5 in. diame- ter pipe. - Three Year Waranty Argonne 4tecncallma, Ebdnc I (typical) NNW1 1 rPDEE-a FPOawAy. ala 17.743.7 Iantd® 342m Na 342 cm a.4n.1W1.-fm 310q . 8.6.12 R -161 yA+5b41W -2m 2 61 000970 1 411 RIO). m RLm 87 @130.1y0.0s0n4.)YIPQ 11.g34m 1EIN012113 10574 TO �000,40I] necassa nands 1414; 2.2119.82. 41x1134.. Radio Wuvaa. Ind. 0 I10.I1.wNm oWmc.am 440000.0 34.^. Re6 Y)m 25 62 358.1 2A WO 303 .22 -ham 1, 640 1d a2 ERCM7162 19248.9 MEMO 1.260 2!.110.6 15.8 113 763 vw 21 Pep .92 MSB .0/ dB u3 4 wA. rat.162 793 21251.8. Pop41.12 EtY(1I152 RE 752 6T5005D Rog 6OLE sa les@radiowavesinc.com 21.017152 Tua727 rep 661 WmE.a 7.0460 525. 27®1 2623 1.732 1m 32at73 VGraae r67IIIO .7PS CL2a 01.5 M UTH num_ m_ SCALA DIVISION 35mm 2 x 738 546 Mounting Kit 850 10013 TM Kit MmW 3ng Opt Wtm 6817 003craem 23733510 65010013 54a091060IP 2041 boll 7500115 m010O Mat TO WI 00 use W01. 2,733648 mourns IS 0-15 ages CON=13S. Order Intonation: MON DNAAS. 340100548 Antenna rya Me DIN monsoon 840 10054B 87° XX -poi Panel Antenna 2496-2690 MHz 2025 00103 0 0.125 (60 mm: Q 42 Indies (1067 nun) 44.1 MOSS (1120 111110 45.3 071100 (175 mm) 201 R0G 4 -Adjusts len andn30 246.2820 len Rtlt266•*J 0�7. LANNI of NNAN. Al spaambm O6 RDpd to change mahout nota. The West speclacattons ere aveaat. at 333WNafo4ab.000. Koos sa.. sats Pastan Poet 0313•13314590 MARNA OR47501 (USA) Ram. 1541) 7704500 Far 1541) 7703431 Emeimmmu000or*OGalremmm Nunn ponelt 0FHnre,caa ANTENNA INFORMATION NOT TO SCALE Po'Al RWAVL P65.18-XXW2•R i I-RETANTENNA DVHBB651.2mWXCM- 2300-2690.65.18U187.Ai-D 7 tf CIPoVN 501,1/IC2TI2S• fnalwAy 822112 cm:+dee t» baswo b9oee43 Tv Ace Ante nN0.3mC! 064006,77 53:333.3.34....... 1P:.6an•� n 0714.* ,wda taea4bE1 .� A6 btr6N06m14^-5 RAN. ram43nero 400'i3E1 21985, [*14.33430,477 as 85.2 fr41mo0rmlm)1a41S92.1 marr301m) lm•Lv EI w 089212.22.11.821117.22t CON Irer 0x.2.882 0.201 Doe 2.02.2.882020107/ am Ar 099 2.22 3.3 27745;4•4157.030o PbvPpm 31003.443134 401(21 0.rzm 3343033 1 M1a0as MNa0.1n1a. Maaby PPM 1St 034q.0®I ,91 vAgY,.w.a6nK5.bm... 4.222.288.8...02. 5w a:wa 6173330 7.10, COM.T3.R4Nv Rm. 9.911 Raawwar P 1228 222 41Y.0.12eW SnOpmlr IFIL NOM 27.552 281De DAV PPP.. 72.2.cm sta. .....2820 Don.. n lit Pt& Ow 6Al1:�.cRlte 47:0 DW fml 12.3.11:(iT asi 1 229291 0Ca50743HY111937 Ra+rwasl4oye82.228 p45FTl 172 05.0) L'OMO Sri RP CCM.. 1O CON 3333300,517933 a urs) 05,7458 OM MAMA 31010 AAA F4((3H8.1972 wt 4l12w2e•28.28 4A1r. 12.1.5 0257 200 70.12, 28.8892929 8.• 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL 0b9OIdH ANO ADVISE CONSULTANTS OF ANY MOILS OR out&SIONa. NO VARIATIONS OR 133IFlGTTON8 TO WORK MOAN SNAIL BE ILP,ESENTm VYRHOUT PRIOR WROIEN APPROVAL ALL PREVIOUS ISSUES OF MRS DRAW010 ARE SUPERSEDED BY TIE LAMEsr REVISION. ALL OLSW INOS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PRP/DINO CONSTRUCTION REVIEW OF THIS PR6¢CT. ROBERT RRY URA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 4 3 2 R -I oQt4 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW D C A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.can Client: clearw 4400 CARILLON POINT KIRKLAND, WA 48033 e • Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA. WA 98168 Drawing Title: ANTENNA INFORMATION DETAILS Project No. 810014800 Designer: RM Date 09/02/10 Dro.n By RM anomie er RL Project aloriogar. RM Mint apt oad Issue No. 0 Droning No. A-4 1 2 3 At - 4 5 6 WALE 6 044E ON 22' 334• TG• SEE B A FRESH AIR EXHAUST TOP VIEW FRESH AIR INTAKE DEMARK ACCESS UTILITY ACCESS 2.-2" o 0 LEFT VIEW 66" NUWAY "GREEN" CABINET NOT TO SCALE FRONT VIEW DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL D MENSIONS AND ADVISE CONSULTANTS 01 481 ERRORS OR OMISSICNS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRRTFAI APRROVAL. ALL PREVIOUS ISSUES OF DIM DRAWING ARE SUPERSEDED BY THE LATE -ST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITFIER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT 0 ERT R ' RA TON RO RT JE Y LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 0 09/26/10 ISSUED FOR PERMIT 13 08/25/10 ISSUED FOR CLIENT REVIEW D 8 8 I I 8 3 GALV. BOX FRAME PART OF CABINET 1/2"0 BOLT W/ HILTI HIT—RE 500—SD ADHESIVE (ICC ESR -2322) W/ 4 1/2" EMBED. TO SLAB TYP. OF 4 PER BOX FRAME COORDINATE W/ CABINET MANUFACTURER. EXISTING CONC. SLAB SECTION VIEW 1/2"0 BOLT W/ HILTI HIT—RE 500—SD ADHESIVE (ICC ESR -2322) W/ 4 1/2" EMBED. TO SLAB TYP. OF 4 PER BOX FRAME COORDINATE W/ CABINET MANUFACTURER. EXISTING CONC. SLAB PLAN VIEW EXISTING CONCRETE SLAB NOT TO SCALE -`1 A 08/04/10 ISSUED FOR CLIENT REVIEW No. Dote Action [FE" MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fez: 425.451.1369 wvAy.monisonhershfield.com Client: clearw r MOO CARILLON POINT KIRKLAND, WA 96033 frat • Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: EQUIPMENT CABINET DETAILS Project No. 810014800 Dersiper: RM Dote: 09/02/10 Drown er RM Checked By: RL Project Immo= Rm Mot Approved Woo No. 0 Doming No. A - 5 1 2 3 4 5 6 SCALE 5 RASE CR 2 I Se ir 321 B A 0 4 8 .8 0 .110 S .• PROVIDE ADEQUATE DO NOT SCALE ORAWSNit. CONTRACTOR MUST VERIFY ALL DSENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MDDIRCATIONS TO WORN SHOWN SHALL SE DNEIENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED DY THE LATEST REVISION. ALL DRAYV8W8 SPECIFICATIONS REMAIN THE PN. NEITY OF AND MORRISON MORFUSON HERSHFIELD CORPORATION. NEITHER WILL LINO HERSHFIELD ON REVOF MIS PROJECT. IEW 11 SEALANT ® BOLT PENETRATIONS III EXISTING 2x WD FRAME WALL & SIDING B -LINE 1-5/8"x 1-5/8" GALV. X 30" LONG TO SPAN OVER (2) STUDS SPACED 6'-0" 0.C. MAX II 1 5/8" CHANNEL W/ CLAMPS AS NOTED ABOVE. PAINT TO MATCH 8259 REGISTERED ARCHITECT „ =OB.:T RRiLARA '1 L GTON ' \ 1 BERT JERRY LICENSEDLARA STATE OF WASHINGTON .: . EXISTING BUILDING --,17.311: ��- 3/8"0 X 2" WD LAG BOLTS INTO EXIST. 2x WD FRAME (TWO PER CHANNEL) CHANNELS SET 0 6'-0" 0.0 MAX. PAINT CONDUITS & ATTACHMENTS �- INSTALL NEW CABLES WITH �\`� MICROFLECT SNAP -IN HANGERS 0 CONCRETE FILLED 4"x4" PVC U.V. RESIST. SLEEPER SPACED 48" 0.C. NEOPRENE PAD EXISTING ROOF TO MATCH BACKGROUND CONDUIT ATTACHMENT DETAIL 6 5 4 ti01%1 ROOF CEMENT 23 SECTION 1 0 09/26/10 ISSUED FOR PERMIT 411NOT TO SCALE 431 NOT TO SCALE INSTALL NEW CABLES WITH MICROFLECT SNAP -IN HANGERS (TYP.) VERIFY NUMBER OF CABLES W/ CLEARWIRE PRIOR TO CONSTRUCTION Q GROUND WIRE 8 08/25/10 ISSUED FOR CUENT REVIEW A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action MORRISON 10900 NE 8TH BELLEVUE,WA Tel: 425.451.130101Fax: www.monisonhershfield.com d STREET, HERSHFIELD SUITE 810 98004 425.45.4 51.1369 CONDUIT 'THALER SPJ-1' ROUND SPLIT FLASHING DIAMETER TO FIT STRUCTURAL PIPE COLUMN OR APPROVED EQUAL. TWO LAYERS OF ROOFING MEMBRANE — LAPPED AND SEALED WITH COMPATIBLE SEALER ® 4"x4" U.V. RESIST. PVC SLEEPER • • • • • = D • NEOPRENE PAD EXISTING ROOF Client: c clear MOO CARILLKIN PONT KIRKLAND. WA SO= • e -. _- _- " ROOF CEMENT CABLE TRAY DETAIL r -o • SLOPED RIGID INSULATION Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA. WA 98168 r 1 r ...,wmw i -11.--- : , .. I r EXIST ROOFING MEMBRANE EXIST. INSULATION 421 NOT TO SCALE " "d " I 1 I �, I $.,� 1. - •a" 1 A FILL PERIPHERY W/ Drawing Din Title: DETAILS CONDUIT FLASHING DETAIL FIRE PROOFING MATERIAL. SEE SHT. A-6 Projec% No. 810014800 Designer: RM Dote•. 09/02/10 er Br RM RLQ e NOT TO SCALE Project MonOger' Merit Approval Issue No. o Drawing No. A-6 SWE S MK ON TT T 34- V SCE 2010 5:55pm WA—SEA2S4 CO Rev° 092710.drq 09 i 5 1 S ' 8 A 1) BINOCULARS OR SPOTDNC SCOPE. COMPASS, TELESCOPIC ANTENNA POINTING DEVICE, SURVEYOR'S MAP. INCUNOMETER AND DECUNATION INFORMATION FROM MAGNETIC NORTH. 2) TRANSMISSION UNE TEST EQUIPMENT; MAY BE EITHER OF THE FOLLOWING TEST EQUIPMENT SUITES BUT MUST MATE WITH BOTH N -TYPE AND DIN -TYPE CONNECTORS 3) PRECISION N -TYPE TERMINATIONS FOR TEST EQUIPMENT CAUBRATION A) MATCHED LOAD (50 OHM TERMINATION AT PCS/ESMR FREQUENCIES) 8) SHORT LOAD C) OPEN LOAD 4) PLOTTER/PRINTER OR LAPTOP PC WITH CABUNG 5) PRECISION DIN -TYPE TERMINATIONS FOR SWEEP TESTS A) 7/16 DIN PRECISION SHORT TERMINATION B) 7/16 DIN PRECISION OPEN TERMINATION C) 7/16 DIN PRECISION MATCHED LOAD TERMINATION 6) N TYPE PRECISION SHORT TERMINATION (AT GPS FREQUENCIES) 7) TORQUE WRENCH WITH INCREMENTS DOWN TO 5 IN -UOS (NOTE: WHEN USING THE ANRITSU SIE MASTER YOU MUST BEWARE OF WHAT YOU HAVE THE SITE MASTER MODE SET-UP TO MEASURE. IF THE SITE MASTER MODE IS SET-UP TO MEASURE RETURN LOSS YOU MUST DIVIDE THE PEAK AND VALLEY MEASUREMENTS BY (4) TO GET THE CORRECT INSERTION LOSS. IF THE SITE MASTER MODE 15 SET-UP TO MEASURE CABLE LOSS YOU MUST DMDE THE PEAK AND VALLEY MEASUREMENTS 8Y (2) TO GET THE CORRECT INSERTION LOSS. THE MATHEMATICAL MODEL FOR RL OF EACH CABLE ASSEMBLY (JUMPER. OR MAIN UNE) IS PROVIDED BELOW: 1) CONVERT ALL COMPONENTS 45WR'S TO REFLECTION COEFFICIENT:\ REFF COEFF - (VSWR-1)/(VSWR+1) 2) CALCULATE FEEDER ATTENUATION FACTOR: ATT FACTOR - EXP( -(ATTENUATION (DB/1 OOFT)•LENGTH (FT)/434.3) 3) COLLECT CONTRIBUTING REFLECTIONS AT BOTTOM OF SYSTEM 4) MULTIPLY REFLECTION COEFFICIENTS OF TOP COMPONENTS BY ATTENUATION FACTOR FROM STEP 2 5) REFLECTION COEFFICIENTS OF BOTTOM COMPONENTS ARE UNCHANGED 6) DETERMINE RS5 (ROOT SUM OF THE SQUARES) OF REFLECTORS FROM STEP 3 RFF - (REF 1"2+REF2"2+REFS"2+ ).5 7) CALCULATE EXPECTED SYSTEM VSWR AND RETURN LOSS: VSWR - (1+RFF)/(1-RFF) RET LOSS --209LCC 10(055) 1557 EQUIPMENT SUITES =ILA OPTION 8 WILTRON SITEMASTER 5331 CABLE AND ANTENNA ANALYZER OR EQUIVALENT EQUIPMENT SPECTRUM ANALYZER WW1 PLO1 STORAGE CAPABILITY (BOOMHz-2.1 GHz RANGE) OR APPROVED EQUAL SPECTRUM ANALYZER (FOR PORT -TO -PORT TESTING) SIGNAL GENERATOR (800MHz-2.1 GHz RAN(E) SIGNAL GENERATOR (FOR PORT -TO -PORT TESTING) DIRECTIONAL COUPLER (40 dB DIRECTIVITY OR BETTER) EITHER FFT CAPABILITY FOR THE SPECTRUM ANALYZER OR TDR EQUIPMENT SfYD TEST de. PRI:Lamar V6DAL NSPECnON PRIOR TO TRANSMISSION LINE TESTING, A VISUAL INSPECTION IS TO BE PERFORMED TO VERIFY THAT THE CELL SITE 5 PROPERLY CONFIGURED AND READY FOR SWEEP TESTING. THIS INSPECTION VERIFIES THAT PROPER TRANSMISSION UNE CABLES ARE INSTALLED, THAT ALL JUMPERS HAVE BEEN CONNECTED, AND THAT THE CABLES HAVE NO NOTICEABLE STRUCTURAL PROBLEMS. TEST PREDIRATOI VERIFY THAT ALL TEST PERSONNEL AND EQUIPMENT ARE PRESENT, INCLUDING TOWER CREW FOR ANTENNA MAST ACCESS. TESTING SEQUENCE 1)VE IYETHAT THE OFF HEECTRRECT BOTTOM JUMPER IS PRESENT (IF APPUCABIE) AND OF THE PROPER LENGTH AND NOTE IN THE2) VERIFY THAT THE CORRECT TOP JUMPER IS PRESENT (IF APPLICABLE) AND OF THE PROPER LENGTH AND NOTE IN THE CHECK -OFF SHEET. 3) VISUALLY CHECK FOR ANY EXCESSIVE JUMPER STRESS CAUSED 8Y THE BEND RADIUS AT EITHER TOP OR BOTTOM JUMPER, AND NOTE ANY PROBLEMS IN THE CHECK -OFF SHEET. 4) VERIFY THAT THE CORRECT ANTENNA(S) ARE INSTALLED FOR EACH SECTOR. 5) VISUALLY VERIFY THAT CONNECTIONS BETWEEN JUMPERS AND MAIN FEED UNE ARE MATED. 6) VISUALLY CHECK FOR DENTS, KINKS, OR OTHER OBVIOUS STRUCTURAL PROBLEMS WITH THE FEED -UNE OR JUMPERS. EXIT CRITERIA VERIFY THAT THE CABLE AND ANTENNA ARE PROPERTY INSTALLED AND FREE FROM ANY OBVIOUS DEFECTS. /ETD LURE *DM= 1 FICC MT. TEST THE INSERTION LOSS VALUES ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY RANGE (TO AVOID RE-CAUBRATION FOR DISTANCE -TO -FAULT TEST). TEST PREPARATCN 1) INSTALL A 7/16 DIN SHORTED LOAD INTO THE CONNECTOR AT THE ANTENNA END OF THE TRANSMISSION FEED UNE TOP JUMPER. 2) VERIFY THE TORQUE SETTING OF THE FEED UNE CONNECTOR WITH THE SHORTED LOAD MATCHES THE MANUFACTURERS RECOMMENDATIONS. 3) SET THE TEST EQUIPMENT TO SWEEP THE FREQUENCY RANGE IN USE IN YOUR MARKET. 4) IF THE FIELD ENGINEER PREFERS, THE TOWER GROUNDING AND THE FEED -UNE GROUNDING CAN BE DONE AT THIS POINT. THIS STEP IS THE FIELD ENGINEER'S PREROGATIVE 5) SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT 6) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURERS EQUIPMENT. 7) VERIFY THAT THE DISPLAY WILL SHOW INSERTION LOSS (CALLED CABLE LOSS ON THE SITE MASTER); OR MEASURE RETURN LOSS THEN DIVIDE BY 2. 8) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO TH5 PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION) 9) PERFORM SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION UNES. EXIT CRITERIA ALL TRANSMISSION UNES IN ALL SECTORS HAVE INSERTION LOSS LESS THAN OR EQUAL TO THE MAXIMUM ALLOWABLE THRESHOLD. CABLE ATTEN. CABLE LENGTH INSERTION LOSS (dB/FT) (FT) (d8) BOTTOM JUMPER. X MAIN FEEDUNE: X TOP JUMPER. X / CONNECTOR ATTEN. AIR (dB) pans X 0.14 BOTTOM JUMPER MAIN FEEDUNE LOSS (dB) LOSS (dB) INSERTION LOSS (d8) TOP JUMPER CONNECTOR MAX. INSERTION LOSS (dB) LOSS (dB) LOSS (d8) IF TOP AND BOTTOM JUMPERS ARE NOT APPLICABLE TO YOUR CABLE CONFIGURATION. ENTER (0) LOSS FOR THESE 1 2 FFEO LLE dSTAMCI-TO-r1LLT RST: ANY DISCONTINUITY (CONNECTOR CONTACT, KINKED CABLE. DAMAGED CABLE, OR OTHER ANOMALY) IN A TRANSMISSION CABLE RESULTS IN THE REFLECTION OF SOME OF THE TRANSMITTED POWER. THIS REFLECTION I5 A LOSS OF THE INTENDED TRANSMIT POWER AND 15 CALLED 111E RETURN LOSS' BY MEASURING TH5 TIME REOUIRED FOR THE SIGNAL TO TRAVEL TO THE POINT OF ANOMALY AND BACK. ONE CAN DETERMINE THE ANOMALY'S DISTANCE FROM TH5 POINT OF ORIGINATION OF THE SIGNAL THE RETURN LOSS VALUES OF THE FEED UNE COMPONENTS ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREOUENCY BAND. THIS TEST USES DISTANCE TO FAULT MEASUREMENTS TO DETERMINE THE RETURN LOSS ASSOCIATED WITH EACH CONNECTOR PAR AND CABLE COMPONENT OF 114E TRANSMISSION FEED UNE. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUES USTED BLOW. IF THE VALUE OF THE RETURN LOSS DOES NOT MEET THIS VALUE, THEN THE APPUCABLE ANTENNA TRANSMISSION LINE SYSTEM FAILS. BY USING THIS TEST THE SUSPECT COMPONENT CAN BE LOCATED AND CORRECTED. THE DTF MEASUREMENT CAN THEN BE REPEATED TO VERIFY ADHERENCE TO SPECIFICATIONS. DORMICE cram - PASSED PRELIMINARY VISUAL INSPECTION - PASSED FEED UNE INSERTION LOSS TEST TEST PREPARATION 1) INSTALL A 7/16 DIN 50_MATCHED LOAD INTO THE CONNECTOR AT T145 ANTENNA END OF TRANSMISSION FEED UNE TOP JUMPER 2) VERIFY THE TORQUE SETTING OF THE FEED UNE CONNECTOR WITH THE MATCHED LOAD MATCHES THE MANUFACTURER'S RECOMMENDATIONS 3) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE FOR THE ASSIGNED FREOUENCY BAND USED IN THE MARKET. ENSURE THAT THE TRANSMITTED SWEEP FALLS WITHIN TH5 AUTHORIZED BAND FOR THE MARKET. FREQUENCIES USED ARE -MHZ OTHER FUTURE FREQUENCIES THAT REQUIRE SWEEPING ARE�MHZ 4) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURERS EQUIPMENT 5) VERIFY THAT THE TEST EQUIPMENT IS CONFIGURED TO MEASURE DISTANCE TO FAULT 6) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING TESING SEQUENCE NOTE MEASUREMENTS OF THE RETURN LOSS AND THE DISTANCE CORRESPONDING TO EACH CONNECTOR PAIR. ALSO NOTE THE LOWEST RETURN L055 VALUE AND CORRESPONDING DISTANCE FOR EACH CABLE (WHERE PRACTICAL: USUALLY CABLES >=6'-0• IN LENGTH). IF THE MEASURED RETURN LOSS FOR ANY COMPONENT IS LESS THAN THE APPROPRIATE VALUE FROM THE TABLE BELOW, THE TEST HAS FAILED. REPLACE ANY FAILED COMPONENTS AND RE -TEST THE TRANSMISSION UNE FROM THE BEGINNING OF THE ATP. PERFORM THE SETUP AND MEASUREMENTS FOR ALL REMAINING UNES SNIT CMTEFIt6 ALL TRANSMISSION UNE COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EOUAL TO THE MINIMUM ALLOWABLE THRESHOLD. MINIMUM COMPONENT RETURN I OSS VAI 11F4 COMPONENT RETURN LOSS (dB) CONNECTORS • 30 CABLE ▪ 45 TIMI GN8YSTFM RRi1RNi i OCC RCF THE RETURN LOSS VALUES OF THE ANTENNA SUBSYSTEM COMPONENT (NOT TO INCLUDE TRANSMISSION FEED UNE CONTRIBUTIONS) ARE TO BE OBTAINED FOR THE COMPANY'S ASSIGNED FREQUENCIES IN YOUR MARKET. THESE VALUES SHOULD BE REFERENCED TO ME THRESHOLD VALUES CALCULATED FOR YOUR SPECIFIC ANTENNA IF THE VALUE OF THE RETURN LOSS IS LESS THAN THE THRESHOLD VALUE, THEN THE ANTENNA FAILS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THIS TEST. THIS TEST MUST 8E REPEATED FOR EACH CARRIER FREQUENCY IN USE AT THE SIE. EFITRATCE MEM VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY REFERENCING THE ANTENNA SWEEP ANALYSIS FOR YOUR MARKET BY CONTACTING RF ENGINEERING. - PASSED PREUMINARY 41511AL INSPECTION - PASSED FEED UNE INSERTION LOSS TEST - PASSED FEED UNE DISTANCE -TO -FAULT TEST TEST PREPARATION - BTS RECEIVE FREQUENCY TRT CONNECT THE TEST EQUIPMENT TO TH5 BOTTOM JUMPERS CONNECTOR AND ADJUST TO THE PROPER TOROUS SETTING. (SEE MANUFACTURER'S RECOMMENDATION) SET THE TEST EQUIPMENT FREOUENCY SWEEP RANGE TO THE BASE STATION RECEIVE FREQUENCIES USED IN YOUR MARKET. 1) CALIBRATE TH5 TEST EQUIPMENT WTTH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURERS INSTRUCTION. (CALIBRATE WITH AN OPEN, SHORT AND 50 OHM LOAD) 2) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS VALUES. 3) REMOVE THE CALIBRATION LOAD FROM THE TOP JUMPER CONNECTOR AND CONNECT THE ANTENNA TO THE FEED UNE TOP JUMPER. 4) VERIFY THE TORQUE SETTING OF THE FEED UNE CONNECTOR WITH 714E ANTENNA MATCHES THE MANUFACTURER'S RECOMMENDATIONS. ZEST EOIiME O CONNECTION TESTING SEQUENCE - BIS RECEIVE FREQUENCY TESTS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREOUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED. THEN THE TEST HAS FAILED. TRT PREPARATION - BIS ammo FREOIEMCY TE51s 1) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT FREQUENCIES USED IN YOUR MARKET. 2) SET TRANSMIT POWER TO TEST EOUIPMENT DEFAULT. 3) CALIBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S INSTRUCTIONS. (CALIBRATE WITH AN OPEN, SHORT, AND 50 OHM LOAD). 4) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS. Ammo SEMEME - 013 TRMRIMT FREQLE acr rims TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE IN THE PROVIDED WORKSHEET IF THE MEASURED RETURN LOSS FOR THE ANTENNA 15 LESS THAN THE THRESHOLD VALUE CALCULATED, THEN THE TEST IS FAILED. PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION UNES. (701 CRITERIA ALL ANTENNAS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD. ISANDASS DN grant RETURN WM% 7PST. THE RETURN LOSS VALUE FOR TH5 AGGREGATE TRANSMISSION UNE AND ANTENNA SYSTEM (INCLUDING WEATHER PROOFING) IS TO BE OBTAINED FOR BOTH THE BASE STATION TRANSMIT AND RECEIVE FREQUENCIES ASSIGNED AND CLEARED IN YOUR MARKET. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUE IF THE VALUE OF 114E RETURN LOSS IS LESS THAN THE DESIGNED VALUE. NEN 114E 51S15AI FAILS AN0 NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THE ATP. °MANCE CRITERIA - VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY CONTACTING RF ENGINEERING - PASSED PRELIMINARY VISUAL INSPECTION - PASSED FEED UNE INSERTION LOSS TEST - PASSED FEED UNE DISTANCE -TO -FAULT TEST TEST PREPARATION - 815 REC(1VE 1RETIUENCY TESTS 1) VERIFY THAT ANTENNAS ARE CONNECTED TO THE APPROPRIATE FEED UNE AS DESIGNATED IN THE COLOR CODING SCHEME (SEE CONSTRUCTION SPECIFICATIONS) 2) DETERMINE THE RETURN LOSS VALUE OF THE ANTENNA 3) VERIFY THE TORQUE/CRIMPER SETTING OF THE FEED LINE CONNECTOR, MATCHES THE MANUFACTURER'S RECOMMENDATIONS. 4) APPLY WEATHER PROOFING TO EACH ANTENNA/CONNECTOR INTERFACE. AVOID BLOCKING ANY WEEP HOLES ON THE ANTENNA 5) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPERS CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION). 6) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION RECEIVE RF FREOUENCIES USED IN YOUR MARKET. 7) CALIBRATE THE TEST 50111PMENT ACCORDING TO TEST EOUIPMENT MANUFACTURER'S EQUIPMENT. 8) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS. 3 4 THE SWEEP 1 D PROVIDE A MEANS OF DETERMINING THE CONDITION OF THE TRANSMISSION SYSTEM. R IS IMPORTANT TO MAINTAIN A VALUE OF RETURN LOSS THAT IS A5 LOW AS POSSIBLE TO MAINTAIN THE SYSTEM INTEGRITY. R IS ALSO VITALLY IMPORTANT TO REALIZE THE PROPER TEST CONDITIONS WHEN ANALYZING THE SYSTEM. THE BEST RETURN LOSS FIGURES WILL ALWAYS OCCUR WHEN THERE IS A 50 OHM LOAD PRESENT AT THE END OF ME TRANSMISSION UNE RATHER THAN AN ANTENNA R IS ALSO IMPORTANT TO COMPARE SWEEP RESULTS USING THE SAME EXACT SETUP. THAT IS IF THE MEASUREMENT WAS MADE WITH AN ANTENNA THE COMPARED RESULTS MUST BE MADE WITH THE SAME ANTENNA OR ONE WITH VERY SIMILAR RETURN LOSS CHARACTERISTICS. IF THE RESULTS WERE OBTAINED WITH A 50 0111.4 1.0AD THEY MUST 8E COMPARED WITH A 50 OHM TERMINATION. TR1NC SEQUENCE - 01S RECEME FREOUEMCY tors TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE TRANSMISSION SYSTEM I5 LESS THAN THE THRESHOLD VALUE, THEN THE TEST HAS FAILED. IF A FAILURE OCCURS, PERFORM A DISTANCE TO FAULT MEASUREMENT AND REPLACE THE SUSPECT COMPONENT. (NOTE; AT THIS POINT, IF ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED, THE ANTENNA CONNECTION 15 MOST UKELY FAULTY). IF REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANTENNA/ANTENNA CONNECTION RE -TEST THE TRANSMISSION UNE FROM THE BEGINNING OF THE ATP. TEST PREPRRATLON - 81S TRANSWRT FREQUENCY TESTS - SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT RF FREQUENCIES USED IN YOUR MARKET. - SET TRANSMIT POWER TO TEST EOUIPMENT DEFAULT - CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT - VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS - VERIFY RETURN LOSS VALUES TES1NG SEQUENCE - BTS TRAM9lT FREOLRIICY 1E515 - TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE, THEN THE TEST HAS FAILED. IF A FAILURE OCCURS, PERFORM A DISTANCE TO FAULT MEASUREMENT ANO REPLACE THE SUSPECT COMPONENT. (NOTE: AT THIS POINT, IF ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED, THE ANTENNA CONNECTION 15 MOST UKELY FAULTY). IF REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANTENNA/ANTENNA CONNECTION, RE -TEST 114E TRANSMISSION UNE FROM THE BEGINNING OF THE ATP - PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION UNES EXIT CRITERIA ALL ANTENNAS AND COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD VALUE. - PASSED PREUMINARY VISUAL INSPECTION - PASSED FEED UNE INSERTION LOSS TEST - PASSED FEED UNE DISTANCE -TO -FAULT TEST - PASSED ANTENNA SUBSYSTEM RETURN LOSS TEST ENIRAFICE dRREIM PASSED ALL ELECTRICAL TESTS. rums SEQU RCE 1) VERIFY THAT 114E RAOORES ON ALL ANTENNAS ARE SEALED AND DO NOT HAVE ANY CRACKS, INCLUDING GPS 2) CHECK THE ANTENNA MOUNTING 3) MEASURE ANTENNA ORIENTATION TO WITHIN 2 DEGREE RELATIVE TO UAGNEfIC NORTH. MEASURE MECHANICAL DOWN -1111 TO WITHIN 0.25 DEGREE FROM HORIZONTAL FOR EACH ANTENNA IN EACH SECTOR. RECORD DOWN -TILT AND ORIENTATION ON THE VISUAL INSPECTION CHECK -OFF SHEET. 4) VERIFY THAT ANTENNA IS VERTICAL IN THE NON -TILT PLANE, I.E. NO SIDE TILT, (AZIMUTH PLANE IS HORIZONTAL) TO WITHIN 0.25 DEGREES AND RECORD AS PASS OR FAIL ON THE VISUAL INSPECTION CHECK -OFF SHEET. 5) VERIFY THE COAXIAL COLOR CODING MATCHES THE CORRECT ANTENNA AND SECTOR AND INDICATE AS PASS OR FAIL ON THE VISUAL INSPECTION CHECK -OFF SHEET. (SEE CONSTRUCTION SPECIFICATION FOR ANTENNA CABLE COLOR COOING SCHEME). 6) VERIFY THAT APPROPRIATE TAGS ARE ATTACHED TO THE TOP AND BOTTOM OF THE FEED UNE SYSTEM AND INDICATE PASS OR FAIL ON THE VISUAL INSPECTION CHECK -OFF SHEET. 7) VERIFY THAT CONNECTOR WEATHER PROOFING IS COMPLETE AND INDICATE ON THE VISUAL INSPECTION CHECK -OFF SHEET. 8) CAREFULLY CHECK ALL ANTENNA FEED LINES FOR DENTS AND KINKS AND OTHER ANOMALIES AND INDICATE OBSERVATIONS ON THE VISUAL INSPECTION CHECK -OFF SHEET. 9) RECORD ALL INFORMATION IN THE SITE LOG BOOK AND THE SITE SPREADSHEET EXIT GRIMM SUCCESSFUL COMPLETION OF THE ANTENNA SWEEPING ATP OONNFCTORS P/F SECTOR /1 SECTOR /2 SECTOR /3 WEATHER PROOFING P/F SECTOR /1 SECTOR 12 SECTOR /3 7AEATHFR PROOFING P/F SECTOR /1 SECTOR /2 SECTOR /3 ANTENNA P/F SECTOR 11 SECTOR /2 SECTOR /3 BTS. DAP. OR RRU UNIT COLOR CODING TAG ANTENNA DOWN TILT AND ORIENTATION SECTOR ANIE8M DOWN -TILT ORIENTATION SIDE TILT SECTOR 1 T%D/0x0 RX1 SECTOR 2 TXO/RXO 12X1 SECTOR 3 150/050 FIX ANTENNA COLOR CODING TOP JUMPER COLOR CODING COLOR CODING GROUNDING STRAP TRANSMISSION UNE BOTTOM JUMPER 5 COAX COI OR CODE P/F SECTOR /1 SECTOR /2 SECTOR /3 COAX CABLE P/F SECTOR /1 SECTOR /2 SECTOR /3 GROUNDING SECTOR /1 SECTOR /2 SECTOR /3 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL D IMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR PASSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL EE IMPLEMENTED WITHOUT P000 WRITTEN APPROVAL. Au PREVIOUS I3SUES OF IND DRAWMO ARE SUPERSEDED EY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL B E PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 OBER JERRYLARA T 0 ASHINGTON B E'• R URA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 4 3 2 • 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CUENT RENEW D C A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.monlsonhershfield.com Client: clearw9re 4400 CARILLION POINT 810814ND. WA 80033 Project: RIVERTON NORTH WA-SEA264-D 3516 5 146TH STREET TUKWILA, WA 98168 Drawing Title: RF DETAILS Project No. 810014800 Designer RIA 09/02/10 Drown BF: RM CMebO RL Project MDTIogsr RY Mod Ageseee IXX11f No. 6 0 Drawing No. A-7 MCEE G SASE ON T0• v .H• v SIZE B A 9 8 a; 0 8! ii 8 STRUCTURAL GENERAL NOTES 1. THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OF THE STRUCTURE, AND SHALL BE READ IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 2. USE ONLY THE LATEST ISSUE OF ANY GOVERNING CODES, STANDARDS OR REGULATIONS REQUIRED OR MENTIONED IN THE FOLLOWING NOTES. 3. ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE, SHALL COMPLY WITH THE REQUIREMENTS OF THE NOTED BUILDING CODES AND REFERENCE STANDARDS. 4. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 5. 6. FOR DETAILS AND DIMENSIONS NOT GIVEN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL. MECHANICAL AND ELECTRICAL DRAWINGS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN TRADES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING STRUCTURES AFFECTED BY THIS CONSTRUCTION. ON ANY NEW STRUCTURE OR PORTION THEREOF, DO NOT EXCEED THE DESIGN LOADING INDICATED ON THESE DRAWINGS. 8. ALL DESIGN LOADING INDICATED ON THESE DRAWINGS ARE SPECIFIED (UNFACTORED) LOADS, UNLESS OTHERWISE INDICATED. 9. ALL CONNECTION FORCES AND BRACING FORCES SHOWN ON THESE DRAWINGS ARE THE CRITICAL UNFACTORED FORCES UNLESS OTHERWISE INDICATED. 10. DO NOT SCALE THE DRAWINGS. 11. THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD CORPORATION AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION. FRP STRUCTURAL MEMBERS 1. FRP STRUCTURAL SHAPES SHALL BE STEALTH FRP SERIES 1525, OR APPROVED EQUAL MANUFACTURED USING THE PULTRUSION PROCESS. 2. IF PREFABRICATED MEMBERS DO NOT ASSEMBLE PER PLAN, CONTACT MANUFACTURER BEFORE CUTTING OR ALTERING FABRICATED MEMBERS. 3. FRP STRUCTURAL MEMBERS SHALL BE FABRICATED AND ASSEMBLED AS INDICATED ON THE DRAWINGS. 4. THE CONTRACTOR SHALL PROTECT THE FRP STRUCTURAL MEMBERS FROM ABUSE TO PREVENT BREAKAGE, NICKS, GOUGES, ETC. DURING FABRICATION, HANDLING, AND INSTALLATION. 5. COAT ANY CUT OR DRILLED EDGES OF FRP STRUCTURAL MEMBERS WITH HETROLAC OR EQUIVALENT RESIN OR ACRYLIC SEALER. 6. FRP BOLTS SHOULD BE TIGHTENED 1,4 TURN PAST SNUG AND LOCKED WITH EPDXY. DESIGN CRITERIA NOTES DESIGN DATA: WASHINGTON STATE AND LOCAL BUILDING CODES DESIGN WIND SPEED 85 MPH (ASCE 7-05) EXPOSURE B IMPORTANCE FACTOR 1.00 STRUCTURE CATEGORY II DESIGN WIND PRESSURE 14.4 PSF SEISMIC LOAD Ss = 1.501 S, = 0.518 SITE CLASS = D IMPORTANCE FACTOR = 1.0 MATERIALS STRUCTURAL WF STEEL ONLY STRUCTURAL STEEL X—BRACING ANGLES ANGLES & PLATES HSS STRUCTURAL TUBING STEEL PIPE HIGH STRENGTH BOLTS WELDING ELECTRODES 1 A992 (50 KSI) A572 (50 KSI) A36 A36 A500 GRADE B (46KS1) A501 OR A53 GRADE B A325 N OR SC CLASS A E70XX 2 3 AtA 4 5 00 NOT SCALE DRAWINGS CONDUCTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR °MISSIONS NO VARWTIONS OR MODIFICATIONS TO WORK SHOWN SHALL EE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PRENOLIS ISSUER OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. RUINER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT ROBERT JERRY LA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 4 3 2 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CUENT REVIEW D C A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action ■ MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425451.1301 Fax: 425.451.1389 www.nromsonhershfield.com Client: clearw0r 4400 CARILLON POINT KIRKLAND, WA MO Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA, WA 98168 Drowing Title: STRUCTURAL NOTES Project No. 810014800 RM Dote: 09/02/10 Drown* RM Checked By: RL Project Monogr: RM Ment APPr0W Issue No. 6 0 Oro.'Rq No. S� 1 SORE B SASE ON 22.0 NI' b' SDE B A NEW C6x 1 0.5 LEDGER EXISTING PARAPET WALL PROPOSED FRP SHROUD #1 EXISTING ANTENNA MOUNTING FRAME (2) 1 /4"0x6" LONG LAG SCREWS INTO EXISTING VERTICAL STUDS (TOTAL 8 REQUIRED PER C6x 1 0.5 LEDGER) 1 NEW C6x 1 0.5 LEDGER SHROUD #1 DETAIL NOT TO SCALE 2 3 NEW C6x10 5 4 NEW C6x 1 0.5 3'—O" r L.. J 0 SHROUD #1 ELEVATION NOT TO SCALE 5 EXIST 6x3 TUBE (FIELD VERIFY) DO NOT SCALE DR/JAWS& CONTRACTOR WAIT VERIFY ALL DIMIDDIONS ANO ADVISE ORNSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORX SHOWN SHALL BE IMPLEIIENTEO WITHOLR PRIOR WRITTEN APPROVAL ALL PREVIOUS 109009 00 THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWBARS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CCNSTRUCTICN REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT BERT RRY LAIRAT:, F SHINGTON OBE- J RRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 4 3 2 0-0S4 1 0 09/26/10 ISSUED FOR PERMIT 08/25/10 ISSUED FOR CUENT REVIEW D A 08/04/10 ISSUED FOR CLIENT REVIEW No. Dote Action Pi• MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1389 bwAy.monisonhershfield.com Client: clearw 4400 CARILLON POINT KIRKLAND. WA 95633 Fe. Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TLJIMILA. WA 96168 Drawing Title: DETAILS Project NO. 810014800 08214.11r: RM DOW: 09/02/10 Drown Ely: RM Cheeks(' fly: RL Project MonoRhl Croat Approval leen No. 6 0 Drawing No. S-2 SCALE IS DISE ON 2Iv SC Ir 020 3 1/2" STD PIPE (4.0" 0.D. x 0.226 THK.) C 6x 10.5 L4x4x4 ANGLE x4"LONG 1/2"x9"x9" PLATE 2 DETAIL NOT TO SCALE 2 4 SEA264 co Rev° 092710.dwg 09/27/2010 5,55pm EXISTING PARAPET WALL 3/8x6"x4" PLATE C6x10.5 1 / 4 (2) 1/2"0 A325 BOLTS DETAIL NOT TO SCALE C6x10.5 1/4" RF TRANSPARENT PANEL TO BE PROVIDED BY OTHERS <TYP. 0 CORNERS FRP L4x4x1/4 VERTICAL ANGLE (ONE 0 EACH CORNER) 7 / 0 1 1 I `cp (2) 1/2" 0 U—BOLTS L4x4x1/4 v v i ;•-) e * I i / / TYPICAL SHROUD SECTION NOT TO SCALE * FIELD ADJUST LOCATION TO ACCOMMODATE ANTENNAS INSIDE THE SHROUD 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANT ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRrTTEN APPROVAL ALL PREVIOUS ISSUES OF THE °PAVANE ARE SUPERSEDED BY THE LATEST FtEVISION. ALL DRAWINGS AHD SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF TVS PROJECT. ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 4 3 2 0 09/26/10 ISSUED FOR PERMIT 8 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Dote Action 0) 1/20 A325 BOLT C6x10.5 .:KN • 14 - C 6x 1 0.5 1/2"0 A325 BOLT 3/16 1/2"0 THREADED ROD 1/2" PLATE 1/4" STIFFENER PLATE I I 1/2"0 I I THREADED ROD SHROUD #1 DETAIL NOT TO SCALE EXIT 6x3 TUBE (VERIFY IN FIELD) 80 r L 0 0 r LJ 1/4" FRP RIVETS 0 MAX 9" 0.C. 3 1/2" STD PIPE (4.0" 0.D. x 0.226" THK) FRP L4x4x1/4 VERTICAL ANGLE TYPICAL SHROUD ELEVATION NOT TO SCALE ,V1 p MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.monisonhershfield.com Client: clearw res WOO CARILLON POINT KIRKLAND. WA NOM Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA. WA 98168 Droning Title: DETAILS Project No. 810014800 Design= RM Dote: 09/02/10 Drawn tEly: RM Checked i3y: RL Project Manager: RM calm aeceo.oi Issue No. 0 Draeing No. S-3 1 2 3 4 5 6 SCALE 8 NSF 05 ZY St. D SIZE D 1 B A 09/27/2010 5: PROPOSED 3.-0-X3.-0" FRP SHROUD 4"x10" P.T. TIMBER FOR MOUNT SUPPORT. REFER TO SHEET S-5 FOR DETAILS 0 0 SHROUD #2 NOT TO SCALE DASHED LINES REPRESENY ASSUMED LOCATION OF EXISTING JOISTS BELOW (FIELD VERIFY) PROPOSED .3.-0X3 0" FRP SHROUD DASHED LINES REPRESENT ASSURED LOCATION OF EXISTING JOISTS BELOW (FIELD VERIFY) 4"X1O' MOUNTING TIMBER REFER TO SHEET S-5 FOR DETAILS 0 0 EXISTI/s1G ROOF VENT. RELOC4JIF REQUIRED SHROUD #3 NOT TO SCALE Do NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY N.1 EAMENSIONS AND ADVISE CENSULTAsTS OF ANT ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS 10 00044 SHOWN SHALL BE NPLEMENTF_D WITHOUT PRIOR 'MUTTER AFFROvAL. ALL PREVIOUS LSNIES OF nos DRAVANG ARE suPERBEDEO BY TNE LATF_ST RonsoN. ALL DRAWINGS AND SPECIFICATIONS REMAIN TNE FROPERTV OF MORRISON HERSHFIELD CORPORATION. RENNER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. ROBERT JERRY LARA LICENSED ARC HRECT STATE OF WASHINGTON 8259 6 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action • MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 swAv.monisonhershfiel6com Client: clearw °re 4400 CARILL ION POINT KIRKLAND, WA 08033 Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA, WA 98168 Drowing Title: DETAILS Project No. 810014800 Designer: RM Dote: 09/02/10 Drown Ely: RM Checked Ely: RL Project Sionoger: RN O8snt 04soreenl *see No. 0 Drawing ft. S-4 3 5 6 SCALE IS SASE ON Er 1 SC D 021 PL 1/4" PIPE CAP 0 EXISTING PARAPET WALL CONSTRUCTION ASSUMED 2"X4"©16" O.C. WITH 1/2" PLYWOOD SHEATHING NAILED AT PERMETER WITH 60 NAILS AT 6" 0/C (FIELD VERIFY) 3 w 5/8" U—BOLT PROVIDED WITH MOUNT VALMONT MICROFLECT CORNER MOUNT (PART b2024) ONE BRACKET REQUIRED 4.0" OD. STANDARD PIPE MAST FIELD FABRICATED PIPE FLASHING TO SUIT ROOF SLOPE ROOF MEMBRANE AND PIPE SIZE PL 3/8"X8"X8" BASE PLATE EXISTING SLOPED SUSPENDED ROOFING 4"X1 0"P.T.T1M BER EXISTING FRAMING 2"X10" AT 16"0/C SPANNING 16'-0" OR LESS WITH 3/8" SHEATHING (ASSUMED) (FIELD VERIFY) SHROUD #2 & #3 ELEVATION NOT TO SCALE 2 3 4.0" 0.D SCH 40 PIPE FASTEN ANTENNA MAST BASE PLATE TO TIMBER WITH (4) 1/2" DIAX6" LONG LAG SCREWS 4"X10" P.T. TIMBER TO BEAR ON (5) ROOF JOISTS FASTEN TIMBER TO EXISTING FRAMING AT EACH JOIST WITH (2) 1/4"DIAXB" LONG LAG SCREWS COUNTERSINK IF REQUIRED \\._APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION EXISTING FRAMING ANTENNA BASE CONNECTION NOT TO SCALE DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AN DADVOE CONSULTANTS OF ANY ERRORS OR PASSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL SE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVS]D40 CONSTRUCTION REVIEW OF DRS PROJECT. ROBERT JERRY URA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 2 1 0 09/26/10 ISSUED FOR PERMIT 8 08/25/10 ISSUED FOR CUENT REVIEW A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 ww W.monisonhelshfield.com Ate, LAP NEW ROOF MEMBRANE TO EXISTING AND OVER TIMBER APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) APPLY "FIRESTONE" WATER BLLOCK SEAL (OR APPROVED EQUAL) TO US OF PLATE PRIOR TO INSTALLATION 4 3"x6" TIMBER FASTENED TO PARAFET WALL STUDS AT EACH STUD WITH (2) 1/4"X6" LONG LAG SCREW AT 0/C (6 TOTAL ENGAGE 3 STUDS) AND 92 WOOD SCREWS BETWEEN STUDS. COUNTERSINK HEADS FASTEN MOUNT TO WOOD WITH (3)3/8" DIAX6" LONG LAG SCREWS.TYP.EACH SIDE PRE—DRILL HOLES AND FILL WITH CALWKING PRIOR TO INSTALLING LAGS APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION SOPREMA SUPRASEAL 1100 FEEL & STICK MEMBRANE OVER TIMBER TIMBER ATTACHMENT DETAIL NOT TO SCALE 5 Client: clearw°r 4400 CARILLON POINT KIRKLAND. WA 98033 Project: RIVERTON NORTH WA -S EA264-D 3516 S 146TH STREET TUKWILA, WA 98168 Droning Title: DETAILS Project No. 810014800 Dew: RM Dote: 09/02/10 Dram Br Checked B,r. RM RL Project Mono9 Creat loOro Issue No. Drawing No. o S-5 SCALE S 13154 ON 27 II 34' b' SIZE 2710.d.q 09/27/2010 5:55pm 3 8 m MI FOR ALL SYMBOLS SHOWN AS - O REFER TO ELECTRICAL REFERENCE NOTES ON SHEET E-3 / I' 0 5\ 0 11 MI= I I r0 : 5 7 7 ' 0 1 - : --Y - ' 7 9 Li T -T , H 01 4 O C \� 0 / OUTLINE OF BASEMENT ELECTRIC ROOM / \ JGP — —UGP — — UGP UGP _ UGP — UGP _ UGP _ — UGP l0 ELECTRICAL SITE PLAN NOT TO SCALE / / TRUE NORTH / \\ DO NOT SCALE DRAWINGS. CONTRACTOR W8f VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF NW ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORT( SHOWN SHALL BE MPIEMENIED WRNOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATOR. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 `,REGISTERED 'ARCHITECT 0: RT.ERRYLARA F INGTON BER J 'RY 'A LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 41. 3 2 1 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CUENT REVIEW D C A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action I• MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 610 BELLEVUE, WA98004 Tel: 425.451.1301 Fax: 425.451.1369 www.monisonhershlield.com Client: clears °r 4400 CARILLON POINT KIRKLA ND. WA NOM Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWIIA. WA 98168 Droning Title: ELECTRICAL SITE PLAN Project Ne. 810014800 Dairen RM Dote: 09/02/10 Orem Br: RM Checked Br: RL Project Momper: RM Mae Approval teem No. 0 Drawly No. E-1 2 3 4 5 6 SCALL 0 SASE ON 71• D 34.7 Gu B A 09/27/2010 5: CO Rev() 092710.c NOTE: FOR ALL SYMBOLS SHOWN AS " O ". REFER TO ELECTRICAL REFERENCE NOTES ON SHEET E-3 x 7 (2) 3" UNDERGROUND CONDUITS FOR CLEARWIRE SAWCUT EXISTING CONCRETE PATIO FOR NEW CLEARWIRE CONDUIT INSTALLATION. CONTRACTOR TO RETURN EXISTING CONCRETE PATIO TO ITS ACTUAL CONDITION AFTER COMPLETION OF WORKS x X '-- x X--,I—FX x�> /f —1T-'\ Lx. 1 i T x� ENLARGED COMPOUND PLAN NOT TO SCALE TAP INTO (E) DISCONNECT FOR CLEARWIRE POWER PROPOSED CLEARWIRE METER/DISCONNECT MOUNTED TO (E) H—FRAME. UGP — UGP — — UGP x TRUE NORTH FOR ALL SYMBOLS SHOWN AS " O ". REFER TO ELECTRICAL REFERENCE NOTES ON SHEET E-3 (E) SPRINT METER/DISCONNECT nnn LLW n r - ENLARGED COMPOUND ELECTRIC ROOM PLAN NOT TO SCALE (E) SPRINT CONDUIT/FEEDER ROUTE TO SPRINT COMPOUND TRUE NORTH - DO NOT SCALEDRAWINGS. CONTRACTOR MUST VERIFY ALL n0*n1S1WS NO MANSE CONSULTANTS OF ANY ERRORS OR OWSSION0. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE ILPIENENTE0 WITHOUT PRIOR WRRIEH APPROVAL ALL PREVIOUS ISSUES OF TM DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL WUAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCT/ON REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT RY LARA GTON OBE'T JERRY URA LICENSED ARCHITECT STATE OF WASHINGTON 8259 6 5 1 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CUENT REVIEW A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action ■ JA MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 we W.monisonhershfield.com Client: clearAir 4400 CARILLON POINT KIRKLAND. WA 80003 • Project: RIVERTON NORTH WA-SEA264-D .3516 S 146TH STREET TUKWILA. WA 98168 Drowing Title: ENLARGED ELECTRICAL PLANS Project No. 810014800 RM Dots. 09/02/10 Drown e o RM Choose er RL Project Malaga.: RM Great APPrD•a Issue No. 0 Drawing No. E-2 1 2 3 6 SCALE a BASE ON 22. x JC S' SBE 3 .0 6 .0 2 is § 5 REFERENCE NOTES .......7.....-- ' EXISTING SERVICE CONDUCTORS s DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARY:110NR OR MODIFICATIONS TO WORK MOWN SMALL BE IMFtEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY TNE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF RRor.v..m•oNw":.=".s.'Fro c'NoTtiEwE ATirn.1:11"LgrIonTLLER . “ F 0 PROPOSED CLEARWIRE METER/DISCONNECT; SUPPLY AND INSTALL A NEW 208V, 10, 3W, 100A, METER AND 40A/2P CIRCUIT BREAKER DISC SW. MATCH AIC RATING OF EXISTING EQUIPMENT. PROVIDE MECH. ATTACHED ENGRAVED NAME PLATE INDICATING "CLEARWIRE METER". 0 TAP BUS ON EXISTING SPRINT 100A/2P DISCONNECT. ROUTE NEW 40A FEEDER TO PROPOSED CLEARWIRE METER/DISCONNECT ON EXISTING 1 -1 -FRAME. ® EXISTING 120/208V -10-3W, 100A RATED SPRINT PANELBOARD. 0 PROVIDE (3) #6 AWG CU. AND (1) #10 AWG. CU. GROUND IN 1 1/2" CONDUIT. PROVIDE GRC CONDUIT OUTDOORS. ® PROPOSED CLEARWIRE EQUIPMENT CABINET MOUNTED ON EXISTING SPRINT CONCRETE PAD. 0 NEW 100A RATED, 120/208V -10-3W PANEL "PP1" PRE-INSTALLED ON CLEARWIRE CABINET. PANEL IS EQUIPPED WITH A 40A -2P MAIN CIRCUIT BREAKER. @ CONTRACTOR TO PERFORM A 30 DAY LOAD STUDY USING A TRUE RMS METER PER NEC 220.87 TO DETERMINE ADDITIONAL SPARE CAPACITY ON EXISTING SPRINT PANELBOARD. EXISTING PLUS NEW LOAD SHALL NOT EXCEED CAPACITY OF EXISTING PANEL. NOTIFY MHC IN CASE OF DISCREPANCY. ® EXISTING 100A FEEDER FROM SPRINT METER/DISCONNECT © ELECTRICAL ROOM INSIDE BUILDING TO THE SPRINT PANEL INSIDE THE OUTDOOR COMPOUND 0 EXISTING SPRINT 100A,10 METER 0 EXISTING SPRINT 100A/2P SERVICE DISCONNECT (IDENTIFIED AS "SERVICE #5") "--- ----N.\ ( (-0 0 • • 600A 3P 600A 3P 600A 3P • EXISTING 2500A RATED 120/208V -30-4W SWITCHGEAR 1 600A 8259 REGISTERED ARCHITECT B — T r RY LARA '' : 111;1 i iii zik; NalLON- If R • 1 ERT ERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 '' • 100A, 2P • sl_ TO METER CENTER TO METER TO METER CENTER CENTER ---) ..1 100A 2P ,i ....1*-* TO AT&T TO .) ....1"-- TO ..) ..-1^'. TO ..) •-.1" TO .../, ..-1^ TO J.•-• TO I, ' .— e . ' . ;,_ PANEL PANEL PANEL NEW EMER. LIGHT ELEVATOR '••••..._ P1 P2 APT PNL PNL ---) 6 0 , 5 0 - , i LOCATED CO SPRINT COMPOUND LOCATED INSIDE ELECTRICAL ROOM IN #01 . BUILDING BASEMENT SINGLE LINE DIAGRAM 1 0 0 - €11 NOT TO SCALE 0 09/26/10 ISSUED FOR PERmiT 8 08/25/10 ISSUED FOR CUENT REVIEW EXISTING BUILDING _\ A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action is r ra MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 426451.1301 Fax: 425.451.1369 www.monisonhershfield.com 0 0 Client: clearw• e• .00 CARILLION POINT KIRKLAND, INA 98CO3 0 4E, 0 - I. Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA. WA 98168 —._ 0 1 1 cIgca c, §-1 CO"'Iiir.UM;Tif DaliZI-C,FL.:!:EWF Droning Title: ELECTRICAL RISER DIAGRAM GROUND FLOOR 1 .. I — _____i — — — — — UGP — u0_GP — UGP UGP _ 0 Project No. 810014800 0 0 0 0 0 0 / onign•r: RM own 09/02/10 EXISTING BASEMENT — 40) 0 0 0 / Drown Ele: RM Ch0C11110 er Rt. ELECTRIC ROOM 0 0 / Project elonocter: RU Oen Nogrovol Issue No. 0 &ming No. E— 3 ELECTRICAL RISER DIAGRAM 110 NOT TO SCALE SCALE 5 0100 ON 22' X Mr IT SIZE 8 1 GROUNDING REFERENCE NOTES . . ' ' ANTENNA CONDUITS' ' - . 0 cry p ) 'I' 1 .' % ril DO NOT SCALE DRAWINGS. CONTRACIDFI MUST VERIFY ALL MEN:IONS AND AENISE CONSULTANTS OF ANT E101003 OR gAISSIONS. NO VARLMIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WERT. APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED ST THE LATEST REVISPDN. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF 840331800 HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING coNsentanow REVIEW OF THIS PROJECT. 0 EXISTING #2 AWG SOLID BARE TINNED COPPER GROUND RING BURIED A MIN. OF 30" BELOW GRADE. ® EXISTING GROUND ROD BURIED A MIN. OF 30" BELOW GRADE. QUANTITY OF EXISTING GROUND RODS SHALL BE SUFFICIENT TO MAINTAIN A GROUND RESISTANCE LESS THAN 5 OHMS. 0 NOT USED. 0 BOND NEW CONDUITS TO EXISTING GROUND RING. CONNECT GROUND CONDUCTOR TO CONDUIT USING PIPE CLAMP. DO NOT EXOTHERMICALLY WELD TO CONDUIT. REFER TO TYPICAL MULTIPLE CONDUIT GROUNDING. ® PROVIDE BOND FROM MASTER GROUND BAR TO EXISTING GROUND RING USING A #2 SOLID BARE TINNED COPPER WIRE. ® PROVIDE ANTENNA GROUND BAR(S) (AGB). BOND ANTENNA CABLE GROUNDING KITS TO GROUND BAR. CONNECTION SHALL BE THE RESPONSIBILITY OF THE ANTENNA CABLE INSTALLER. BOND ANTENNA GROUND BAR TO NEAREST LIGHTNING PROTECTION DOWNLEAD USING ONE(1) #2 AWG SOLID, BAR, TINNED, COPPER CONDUCTOR. PROVIDE A U.L. LISTED CONNECTOR SUITABLE FOR THE MATERIALS BEING CONNECTED. PROVIDE EXOTHERMIC WELDS. 0 EXTEND GROUNDING CONDUCTOR TO ANTENNA LOCATIONS AND BOND TO ANTENNA FRAMES. USE AN EXOTHERMIC WELD AT ANTENNA SUPPORT FRAME. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO (2) FEET MINIMUM. ® BOND ANTENNA GROUND BAR TO MASTER GROUND BAR. PROVIDE EXOTHERMIC WELDS AT EACH BAR. 0 BOND ANTENNA SUPPORT FRAME TO ANTENNA GROUND BAR USING A #2 AWG SOLID TINNED COPPER CONDUCTOR.• PROVIDE EXOTHERMIC WELDS TO FRAME. 0. REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA SUPPORT FRAMES. PROVIDE ANTENNA GROUND BAR(S) HARGER 1/4"X2"X8" #GBIS1428EE (OR APPROVED EQUIV.) AND BOND TO LIGHTNING PROTECTION SYSTEM AND/OR BUILDING STEEL. EXOTHERMICALLY WELD CONNECTIONS AT GROUND BAR AND BUILDING STEEL. SUPPORT CONDUCTOR ON WALL AND ROOF WITH NON-METALLIC, UV RESISTANT HARDWARE ON 2.-0" CENTERS VIA MECHANICAL MEANS ON WALLS AND VIA APPROVED ADHESIVE MEANS TO ROOF. AVOID UNNECESSARY BENDS AND USE THE LARGEST PRACTICAL RADII POSSIBLE.• g NEW MASTER GROUND BAR LOCATED INSIDE NEW CLEARWIRE CABINET. • EXOTHERMIC WELD CONNECTION • NON-REVERSABLE COMPRESSION CONNECTION — 1 I (TYR) 0 I_ I 8259 - ... REGISTERED ARCHITECT , • : "T "RYLARA • ,„ k , NGTON 1 \ i \ ROB ERT . • • RY LARA ARCHITECT STATE OF WASHINGTON 8259 I • • 1 PWR PWR PWR •-.-1 I i ......i ....i ! I 1 , 1, I I I I , , , , , ° ° \ ---.4 , , .• • I 0 A M • I I • 0 I 0 . 0 EXISTING SPRINT CONCRETE PAD ,. ....- I 1i I — • .... / ..... / 40LICENSED .... i I... 0 0 cry p . ) • • • • .• ••• . .. • , i .••• .•• .• .1 : EXISTING SPRINT 1 6 5 3 2 1 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CUENT REVIEW A 08/04/10 ISSUED FOR CUENT REVIEW No Dote Action MORRISON 10900 NE 8TH BELLEVUE, Tel: 425.451.1301 www.monisonhershfield.com 1 STREET, N HERSHFIELD SUITE 810 WA 98004 Fax: 425.451.1389 X /, EQUIPMENT COMPOUND GROUNDING PLAN Client: clearw P MOO CARILLION 00NT KIRKLAND, WA 98033 el NOT TO SCALE ANTENNA GROUND BAR ELECTRICAL CONTRACTOR 4i1) TO VERIFY THE LOCATION AND QUANTITIES 00 NM 0 , Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA, WA 98168 Crowing Title: GROUNDING PLAN .. A 0 , 0 TO NEXT . TYPICAL ANTENNA GROUNDING 0 . SECTOR Trm -, -, - SECTOR . PLAN Project No. 810014800 Designer: RM Dote: 09/02/10 Drown By: RM Checked tily: RL Pro** 110009er: R/41 Mont Approval .... NO. 0 Drawing No. E-4 COPc"1-1.:Nirrf e NOT TO SCALEIaT 7.7`51aLL'FL SOLE 18 BASE ON xx. 3 34' •11- 300 1 2 3 4 5 6 MLLE 5 SLSE ON 22.2 44• V SZE • _ .. TO END OF CABLE BRIDGE #2 AWG STRANDED DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULT/NTSopn.I EORORS O1 DMISSIONS. NO I VARIATIONS ARE SUFERSEO ALL PREVIOUS TESTTREEVISISIO DRA"A"`WNNNOS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD PNOCORPORATION. NEITHER MORw'°NHERSHFIELDNORTHE ARCHITECT WILL NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. JUMPER W/ SHORT BARREL COMPRESSION LUGS (T&B #54205 OR APPROVED EQUAL) TO GROUND BAR BY GENERAL CONTRACTOR NOTE: CONTRACTOR TO USE KOPR—SHIELD, PENETROX TYPE "E" AT THESE CONNECTIONS. BE PROVIDING COSTRUcnoN REVIEW OF THIS PROJECT. #6 STRANDED JUMPER TO WAVEGUIDE PORT TO GROUND KIT HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION LUGS (DOUBLE LUGS) TO BE INSTALLED BY ANTENNA CONTRACTOR WITH HEAT #6 AWG FROM ANTENNA SHRINK GROUNDING KIT (TYP.) NEW 4"x 24"x 1/4" THK COPPER GROUND BAR. CLEARWIRE CONSTRUCTION MANAGER TO VERIFY ?".•• �. ANTENNA CABLE r" WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION (GROUNDED TO GROUND BAR) (SEE NOTES 1 & 2) CONNECTION OF GROUND KIT TO ANTENNA CABLE 82.59' ,. . REGISTERED ARCHITECT '_ OBERT RRY LARA ,F 11FINGTON 1 • BER r . RA GTON STATE OF WASHSE INGTON 8259 ISI EXACT LOCATION AND INSTALLATION IN FIELD ISI I 11111 I' I I' 0 0 0 0 0 0 o M o 0 0 0 0 0 0 0 0 0 0 0'0_ yo 0 0 0 00 0 000 0 11 11 11 11 " (/ 0000 0 00 0 0 0 00 0 000 O 0 0 0 O D O 0 0 0 0 0 0 0 0 DO�% /.41i11///t4" OO; TYPE HS CADWELD oo 00 0 TINNED INSULATORS AS REQUIRED #2 SOLID CU LEAD TO EXTERIOR LOOP FIELD) 6 24" (VERIFY IN GROUND BAR DETAIL (MASTER) BOND TO TOWER W/ ANGLE ADAPTORS GROUND BAR DETAIL (ANTENNA) 5 4 3 2 NOTES: 1. ALL HARDWARE 8-88 STAINLESS STEEL INCLUDING BELLVILLES COAT MATING KOPR—SHIELD TO STEEL ONLY: I SERTRE A TOOTH ATTACHMENT. 2. FOR GROUNDACES BOND WITH ASHER BETWEEN LUGT ALL SURFACES WITH KOPR—SHIELD 3. ALL HOLESARE COUNTERSUNK1/16" TYPICAL GROUND BAR DETAILS 1 0 09/26/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CUENT REVIEW 4. ALL LUGS ARE DOUBLE HOLED. 5. HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS. NOT TO SCALE 41,NOT TO SCALE A 08/04/10 ISSUED FOR CUENT REVIEW No. Dote Action FINISH GRADE OR PAVING. MATCH SLOPE AND THICKNESS OF EXISTING CONDITIONS OUTSIDE CABINET • Fri MORRISON HERSHFIELD 10900 NE 811-1 STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fez: 425.457.1369 www.nwrtisonhershfiefd.com PANEL rrPP1" 120/240V, 10, 3W INTERRUPTING CAPACITY 10K NC TYPE: MCB MAINS: t00A MOUNTING: SURFACE SIEMENS MODEL W0816ML1125 NEMA 3R SERVICE ENTRANCE RATED LOAD CENTER A0 B0 DESCRIPTION FEEDER PROT. CIRCUITS PROT. FEEDER A0 B0 696 696 HVAC UNIT 10 AWG THHN 2p/2p 1 • 2 30/2P WP GENERATOR PLUG (NOTE 3.4) 10 AWG THHN 0 0 3 4 180 0 OUAD OUTLET 12 AWG THHN 20/1P 5 6 100/2P MAIN BREAKER 2 AWG THHN 0 0 Client: c ° • ea r e 44Do CARILLON POINT KRIKLAND, WA BBWS - 2.3,4) 1250 1250 TWIST LOCK RECPT. (NOTE7) 12 AWG THHN 20/2P 7 • 8 10 (NOTE + r U.L. APPROVED GROUNDING CLAMP, / TYPICAL AT EACH CONDUIT. #2 AWG BARE TINNED SOLID COPPER WIRE (EXTERIOR GROUND RING) PARALLEL TYPE EXOTHERMIC WELD TO GROUND RING 9 0 300 FLOOD LIGHT 12 THHN 20/1P 11 • •AWG 12 2126 2246 SUB-TOTAL TOTAL: 4372 VA SUB-TOTAL 0 0 z w O F ,__- UNDISTURBED SOIL 17.7 18.7 TOTAL AMPS TOTAL AMPS 0 0 Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWItq WA 98168 ii w 3 0 ��" TYPES OF LOADS (KVA) CONNECTED D.F. DEMAND COOUNC 1392 1.00 1392 NOTES: m op = N U = Ce w _ _; 6' MAGNETIC TAPE COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR OTHER LOAD 2800 1.00 2800 NOTE 1 ESTIMATED LOAD ONLY. RECEPTACLES (1ST 1OKVA) 180 1.00 180 NOTE 2 MAIN BREAKER IS BACKFED FROM 100 AMP OCPD AT SOURCE. NOTE 3 MAIN BREAKER AND PIN AND Drawing Title: GROUNDING AND POWER DETAILS SLEEVE RECEPTACLE ARE INSTALLED WITH SIEMENS OML12 INTERLOCK PREVENT SIMULTANEOUS z NfOi J ` IMPORTED SOIL OTO MAIN BREAKER RATED \ v _ BACKFILL (SAND OR NATIVE SOIL) PER ASTM STANDARDS SYAA. NOTE 4 MAIN BREAKER AND GENERATOR CONNECTED —4.372 KVA BREAKER SHALL BE INSTALLED WITH LOAD TOTALS 4372 VA - 4372 VA DESIGN 24 0 KVA RETAINER CUPS CAT# MBR1. S f EXTERIOR GROUND RING TYPICAL MULTIPLE CONDUITS GROUNDIN ° r - lh� 1,4"/ IT TYP.LOAD CONDUIT (TYP.) TOTALS 18.2 AMPS - 18.2 AMPS DEMAND 4 372 KVA (AMPS) SPARE 19.6 KVA 12" / / COORDINATE QUANTITY, SIZE AND TYPE WITH LOCAL UTILITY Project No. 810014800 PPt - (INFO PROVIDED BY CABINET MANUFACTURER. COORDINATE EXACT LOAD W/ CLEARWIRE AND CABINET MANUFACTURER. NOTIFY MORRISON HERSHFIELD ENGINEERING IN CASE OF DISCREPANCY). ELECTRICAL CONTRACTOR SHALL PROVIDE #8 AWG BONDING PANEL SCHEDULE CONDUCTOR FROM GROUND BUSS IN LOAD CENTER TO MAIN FOR Dote: CONDUIT / TRENCH4 : RM 09/02/10 Oros By: Checked Or RM RL Project MaROger' RM Cent Appall Nous No. Dra�inq No. NOT TO SCALE 6 GROUND BAR OF CABINET. SEE F/E-1 CONTINUING OF6 NOT TO SCALE GROUNDING CONDUCTOR TO GROUND RING. NOT TO SCALE 0 E-5 1 2 3 4 5 6 MLLE 5 SLSE ON 22.2 44• V SZE WA-SEA264-D Riverton North (southeast) 3516 5 146th Street Tukwila, WA 98168 Proposed Clearwire antennas inside frp shroud REALCOM 14432 SE Eastgate Way, #26o Bellevue, WA 98007 Iii ��r= Fr" MORRISON HERSHFIELD 10900 NE 8th Street, #810 Bellevue, WA 98004 WA-SEA264-D Riverton North (southwest view) 3516 5146th Street Tukwila, WA 98168 Proposed Clearwire antennas inside frp shroud You ARE ENTERING A VIDEO SURYEIELANCE AREA FOR YOUR SAFETY CL IA[ REALCOM 14432 SE Eastgate Way, #26o Bellevue, WA 98007 m• MORRISON HERSHFIELD logoo NE 8th Street, #810 Bellevue, WA 98004 WA-SEA264-D Riverton North (north view) • ., 3516 5 146th Street Tukwila, WA 98168 Proposed Clearwire antennas inside frp shroud Before Installation REALCOM PLo -0W 14432 SE Eastgate Way, #26o Bellevue, WA 98007 IP• MORRISON HERSHFIELD 10900 NE 8th Street, #810 Bellevue, WA 98004 SEARCH AREA MAP EXISTING COVERAGE S 1 4 h $t 70„ cr) 150th St - 0) n -Building Coverage • s E 5!)1 1 On Street Coverage Only COVERAGE WITH WA-SEA0264 St'A255 s OthSt S 144tti St • • k SEA0264,.• - 1.500* st cl) $,4titt4terterS4411 dal 'e Ae $ ISOthlt' - - *N. S,EA501 -4SEA119! In -Building Coverage On Street Coverage Only