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Permit L09-044 - REALCOM ASSOCIATES - WIRELESS TELECOMMUNICATIONS
CLEARWIRE WIRELESS TELECOMMUNICATIONS WA SEA2559WA08.1 L09-044 • City of Tukwila Department of Community Development Jim Haggerton, Mayor NOTICE OF DECISION TO: Sarah Telschow, Applicant Seattle SMSA Limited Partnership, Owner Jack Pace, Director September 24, 2009 This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number: Applicant: Type of Permit Applied for: Project Description: Location: Associated File: Zoning: I. PROJECT INFORMATION L09 -044 Sarah Telschow on behalf of RealCom Associates Type 1 Wireless Communications Facility Permit The applicant is requesting approval of a Type 1 Wireless Facilities Permit to replace three (3) panel antennas that are attached to an existing 120 -foot tower. The proposal does not increase the height of the existing tower or the size of the enclosure area. 13130 44th Avenue South L05 -078, WCF permit for the existing tower. Commercial/Light Industrial (C/LI) II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the application for a Type 1 Wireless Communications Facility Permit complies with applicable City 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. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 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. CT Page 1 of 2 09/22/2009 W: \Users \Courtney \L Fil es \L09- 044\2009_9_24_WCF_NOD.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 - 431 -3665 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. 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, which is by October 8, 2009. 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 of $225. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Hearing Examiner based on the testimony and documentary evidence presented at the open record hearing. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. If no appeal of the Hearing Examiner decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Courtney Thomson, who may be contacted at (206) 431 -2164 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. Department of Community Dev City of Tukwila CT Page 2 of 2 W: \Users \Courtney \L Files \L09- 044\2009_9_24_WCF_NOD.doc 09/22/2009 NOTIFICATION: FILE NUMBER: APPLICANT: PROPERTY OWNER: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: ATTACHMENTS: STAFF REPORT TO THE DIRECTOR PREPARED September 23, 2009 Public Notice is not required for a Type 1 application. L09 -044 Sarah Telschow of RealCom Associates on behalf of Clearwire Seattle SMSA Limited Partnership Approval of a Type 1 Wireless Communications Facility Permit to replace three (3) antennas on existing tower. 13130 44th Avenue South, APN: 7349200345 L05 -078, WCF permit for the tower on site. Exempt Commercial/Light Industrial (C/LI) Commercial /Light Industrial (C/LI) Courtney Thomson, Planning Intern Construction Plans dated September 16, 2009 FINDINGS Vicinity /Site Information Project Description: The applicant is requesting approval of a Type 1 Wireless Facilities Permit to replace three (3) panel antennas that are attached to an existing 120 -foot tower. The proposal does not increase the height of the existing tower or the size of the enclosure area. Existing Development: There is an existing 120 -foot tall wireless communication monopole on the site along with a 432 square foot equipment building on the site. The existing facility was originally approved in 1991 (91 -3 -CUP). The Planning Commission approved additional antennas for this location in 2000 (L2000 -050) and 2005 (L05 -045 and L05- 078). Surrounding Land Uses. The property and all immediately surrounding properties are zoned Commercial/Light Industrial. The surrounding land use in the area is predominately industrial warehouses; however, there are some single family residences west of the property. State Route 599 interchanges border the site to the northeast. Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co- locations and utilizing existing structures are favored over the development of new standalone WCF within the City. The applicant is proposing to attach additional antennas on an existing structure in a non - residential zone. General Requirements (TMC 18.58.070) The City provides general design standards for the placement of WCF within the City of Tukwila. The following are the general design standards for all WCF within the City: T General Design Project Project does Not Applicable Notes: Standards does comply not comply 1. Generators must comply with TMC 8.22 regarding noise. X The applicant has not proposed a generator. 2.Business License Requirement X Clearwire has applied for a business license for this location. 3. Only safety signage must be placed on the WCF X No signs will be on site unless required by either the FCC or the FAA. 4. Accommodations for parking for maintenance personnel must be provided. X Existing on -site parking provides adequate parking for the existing facility. 5. Towers shall maintain a galvanized steel finish. X No changes have been proposed to the finish of the tower. CT Page 2 of 4 W: \Users \Courtney\. Files\ 09- 044\L09 -044 WCF staff report.doc 09/22/2009 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. Project Project does X No new buildings or ancillary structures have been proposed and no changes have been proposed for the existing buildings or ancillary structures. 7. Antennas shall have the same color scheme as the structure they are located on. X not comply Antennas and associated mounting hardware will be painted to match the monopole. 8. WCF poles and towers shall only have safety lights if required by a government agency. X No tower lighting will be on site unless required by either the FCC or the FAA. 9. No advertising is permitted on WCF X No advertising will be on site. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X The existing enclosure area will not be increased. Adding Antennas to Existing WCF Tower - Specific Development Standards (18.58.090) Table 2 Design Standards Project Project does Not Applicable Notes: does comply not comply 1. The height must not exceed what was approved under the original application to construct the tower, or it will be considered a Type 2 decision. X The applicant is not proposing to add height to the tower. 2. Antennas shall be painted to match the color scheme of the tower. X The antennas will be painted to match the monopole. 3. There is no limit on the number of antennas that may be located on an existing tower. X 4. Feed lines and cables shall be located within the tower, or shall be painted to match the tower. X The feed lines, coaxial cable, and associated mounting hardware will be painted to match the monopole. CT Page 3 of 4 W: \Users \Courtney\L Files\L09- 044\L09 -044 WCF staff report.doc 09/22/2009 5. A new cabinet shall be located within the equipment enclosure that was approved as X No new equipment is proposed and no changes to the existing equipment enclosure have been proposed. part of the original application, or it will require a Type 2 decision. 6. Setbacks shall not X 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. CONCLUSIONS 1. As demonstrated in Tables 1 and 2 the project meets all applicable development standards for the proposed type of WCF. 2. No noise will be generated from the new antennas, and the applicant is not proposing to install a generator. 3. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. 4. Clearwire has applied for a business license for this specific location as required by TMC 18.58.070 (2). The purpose of the business license requirement is so that City staff has contact information for the actual entity utilizing the WCF. DECISION The application for a Type 1 WCF is approved with no conditions. CT Page 4 of 4 09/22/2009 W: \Users \Courtney\.. Files\L09- 044\.09 -044 WCF staff report.doc TO: • City of Tukwila Department of Community Development File Number L09 -044 LAND USE PERMIT ROUTING FORM Building ❑ Planning FL Public Works `Fire Dept ❑ Police Dept. ❑ Parks /Rec Project: Clearwire- WA- SEA2559W08.1 ATC Southgate Park Update date: Address: 13130 44th Ave S Date transmitted 9/2/09 Response requested by 9/16/09 Staff coordinator Courtney Thomson 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.) Clearwire is proposing to upgrade /replace 3 existing panel antennas on an existing monopole. Wp jwrrt)t- Z 5 AA V N-Q Plan check date: Comments Update date: prepared by: • • RECEIVED City of Tukwila . P 0 2 2009 Department of Community Development I u VVILA PUBLIC WORKS File Number L09 -044 LAND USE PERMIT ROUTING FORM TO: ❑ Building 0 Planning r;. Pu_blic_1No�ks Fire Dept. Police Dept. U Parks /Rec Project: Clearwire- WA- SEA2559W08.1 ATC Southgate Park Address: 13130 44th Ave S Update date: Date transmitted 9/2/09 Response requested by 9/16/09 Staff coordinator Courtney Thomson 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.) Clearwire is proposing to upgrade /replace 3 existing panel antennas on an existing monopole. a,0" rno enw�ett6. Plan check date: Comments ` JS1�.e�w Update date: 9 ()Sion prepared by: • City of Tukwila Department of Community Development • File Number L09 -044 LAND USE PERMIT ROUTING FORM TO: Buildings l Planning 0 Public Works IEll Fire Dept. ❑ Police Dept. ❑ Parks /Rec Project: Clearwire- WA- SEA2559W08.1 ATC Southgate Park Comments prepared by: Address: 13130 44th Ave S ,/,, ir i e Date transmitted 9/2/09 Response requested by 9/16/09 Staff coordinator Courtney Thomson 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.) Clearwire is proposing to upgrade /replace 3 existing panel antennas on an existing monopole. 6 C.:1‘51,--.c.-rs•Pe--//c Plan check date: 9,—? 9. Comments prepared by: date: ,/,, ir i e • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION September 10, 2009 Ms. Sarah Telschow RealCom Associates 14432 SE Eastgate Way Suite #260 Bellevue, WA 98007 Subject: Wireless Tele- Communications Facility Permit (L09 -045), 13130 44th Avenue South Clearwire — WA- SEA2559W08.1 ATC Southgate Park Dear Ms. Telschow: Your application for a Wireless Tele- Communications Facility Permit is considered complete on September 10, 2009 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 431 -2164. Sincerely, Courtney omson Planning Intern cc. L09 -044 CT Page 1 of 1 W: \Users \Courtney \L Files \L09 - 099 \20090910Complete.doc 09/10/2009 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fav: 206 -431 -3665 • DCD- Intern Intern - Clearwire- Southgate Park Page 1 of 1 From: To: Date: Subject: Attachments: DCD- Intern Intern stelschow@realcomassoc.com 09/02/2009 2:38 PM Clearwire- Southgate Park Hi Sarah, I am reviewing your application for a Wireless Tele- communication Facilty Permit for the property at 13130 44th Avenue South in Tukwila. I do not have a copy of the Affidavit of Ownership, which is a requirement for a complete application. I have attached an application packet, which has the Affidavit of Ownership form on page 6. Please submit this as soon as possible, so that we can proceed with the application. If you have questions don't hesitate to contact me. Thank You, Courtney Courtney Thomson Planning Intern City of Tukwila (206) 431 -2164 ext. 1676 cthomson @ci.tukwila.wa.us file: / /C:\ temp\ XPGrpWise\ 4A9E8360tuk- mail6300 -po 10013 76F76165B 81 \GW } 00002.H... 09/02/2009 • • PROJECT DESCRIPTION INTRODUCTION RECEIVED AUG 2 4 2009 COMMUNITY DEVELOPMENT Clearwire is a wireless internet provider operating throughout the United States of America. Clearwire is licensed to operate in the United States by the Federal Communications Commission (FCC). Clearwire is currently upgrading its network in the King County area 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 Clearwire's desire to work with the City of Tukwila to ensure that this project is consistent with local ordinances and zoning regulations while providing wireless internet to Clearwire's customers. Project Goals The goal of the Clearwire WA- SEA2559W08.1 ATC Southgate Park is to provide wireless internet services to its subscribers. Clearwire 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 1 Land Use Review Clearuire WA- SEA2559W08.1 ATC Southgate Park Page 1 • • GENERAL PROJECT DESCRIPTION Project Overview The applicant, Clcarwirc, proposes to modify an existing approved telecommunication facility (approved under Permit No. LOS -078) on an existing monopole at 13130 44th Avenue South Tukwila, Washington (Parcel Number 7349200345). The proposed modification consists of the following: upgrade /replace three (3) existing antennas. (Please see Sheet A -2 and A -3 for additional information.) Facility Specifications • Antennas - Clearwirc is proposing to upgrade /replace three (3) existing panel antennas. Please see Sheet A -2 and A -3 for additional information. ■ Color - The antennas, feed lines, coaxial cables, and associated mounting hardware will be painted to match the monopole to blend with the surrounding environment. • Facility Maintenance - The facility is generally serviced once a month. One (1) to two (2) employees arc 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. Clearu re WA- S'LA2559W08.1 A T C Southgate Rath Page 2 • • GENERAL SITE ANALYSIS Zoning General Plan Designation The site is zoned Commercial Light Industrial (C/LI). Clcarwirc's proposed telecommunication facility modification requires a Type 1 Land Use Review according to Tukwila Municipal Code (TMC) 18.58.050: A. Applications will be reviewed based on the type of wireless communication facilities requested to be permitted. Each A irelcss 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(Z Type 1(2) Type 1 al Utility pole co- location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) 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: Residential — LDR, MDR, or HDR Commercial — O, MUO, RCC, NCC, RC, RC14 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. Clearwirc is modifying antennas attached to an existing tower. Clcarwire is not proposing to add height to the tower and there is no proposed increase in size of the enclosure area. Accordingly, Clca wire W1-51:12,55911108. `>>59111081 ATCSoutgate Park Page 3 • • Clcarwirc is requesting the review and approval of a Type 1 Land Use Review and Commercial Building Permit approval. Noise According to TMC 18.58.070: 1. 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. Clcarwire's equipment will meet all applicable noise standards. No additional equipment and/or generators arc proposed. Business License Requirement According to TMC 18.58.070: 2. Business license requiremeul - Any person, corporation or entity that operates a wireless communication facility within 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 applied for 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 signs 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. Pinking- 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. C /ean+ire WA- SI:A2.5.5.9W08.1 ATCSouthgate Park Page 4 • • Finish According to TMC 18.58.070: 5. 1'niisb - 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 antennas, feed lines, coaxial cables, and associated mounting hardware will be painted to match the monopole to blend with the surrounding environment. Design According to TMC 18.58.070: 6. Design - The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. The antennas, feed lines, coaxial cables, and associated mounting hardware will be painted to match the monopole to blend with the surrounding environment. Color According to TMC 18.58.070: 7. Co/or- 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 unobtrusive as possible. The antennas and associated mounting hardware will be painted to match the monopole to blend with the surrounding environment. Lighting According to TMC 18.58.070: 8. lighting - 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 areas. No strobe lighting of any type is permitted on any tower. No tower lighting will be on -site unless required by either the FCC and/or FAA. Clcanrire 11 A- .51:9 2.5.5.911'08.1 .4 T C Southgate Pa k Page .5 • • Advertising According to TMC 18.58.070: 9. Advertising - No advertising is permitted at 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 Enclosure - 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. No additional equipment and/or generators are proposcd. There is no proposcd changes to the existing equipment enclosure. Height According to TMC 18.58.090: 1. Height - The height must not exceed what was approved under the original application to construct the tower. If the height shall exceed what was originally approved, approval as a Type 2 decision is required for any height which will be less than the maximum height of the zone. Clearwirc is modifying antennas attached to an existing tower. Clearwire is not proposing to add height to the tower. Antenna Aesthetics According to TMC 18.58.090: 2. Antenna aesthetics - Antennas shall be painted to match the color scheme of the tower. The antennas, feed lines, coaxial cables, and associated mounting hardware will be painted to match the monopole to blend with the surrounding environment. Feed Lines and Coaxial Cables According to TMC 18.58.090: 3. Feed lbws and coaxial cables - Feed lines and coaxial cables shall be located within the tower. Any exposed feed lines or coaxial cables (such as when extended out of the tower to connect to the antennas) must be painted to match the tower. Cleanhire WA- SEA2.5.5.9W08.1 ATC Southgate Park Page 6 • • The antennas, feed lines, coaxial cables, and associated mounting hardware will be painted to match the monopole to blend with the surrounding environment. Cabinet Equipment According to TMC 18.58.090: 4. Cabinet equipment - A new cabinet shall be located within the equipment enclosure that was approved as pout. of the original application.. If the applicant wishes to expand the equipment enclosure from what was approved by die City or County under the previous application, the applicant shall seek a M1vireless communication facility (Type 2) application for only the equipment enclosure increase. No additional equipment and/or generators are proposed. There is no proposed changes to the existing equipment enclosure. Setbacks According to TMC 18.58.090: 5. Setbacks - 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. No additional equipment and/or generators are proposed. There is no proposed changes to the existing equipment enclosure. Therefore, the replacement antennas do not need to meet setbacks. State Environmental Policy Act (SEPA) According to Revised Code of Washington (RCW) 43.21C.0384: Application of RCW 43.21C.030(2)(c) to personal wireless services facilities. (1) Decisions pertaining to applications to site personal wireless service facilities are not subject to the requirements of RCW 43.21C.030(2)(c), if those facilities meet the following requirements: (a)(i) The facility to be sited is a rnicrocell and is to be attached to an existurg structure that is not a residence or school and does not contain a residence or a school; or (ii) the facility includes personal wireless service 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 a school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest, or agricultural zone; or (iii) the siting project involves constructing a personal wireless service tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone; and (h) The project is not in a designated environmentally sensitive area; and (c) The project does not consist of a series of actions: (i) Some of which are not categorically exempt; or (ii) that together may have a probable significant adverse environmental impact. (2) The department of ecology shall adopt rules to create a categorical exemption for microcells and other personal wireless service facilities that meet the conditions set forth in subsection (1) of this section... Cleantnc WA- SEA25.59W08.I ATC Southgate Park Page 7 • • "Microccll" means a wireless communication facility consisting of an antenna that: is either: (i) Four feet in height and with an area of not more than live hundred eighty square inches; or (ii) if a tubular antenna, no more than lour inches in diameter and no more than six feet in length. The proposed Clcarwire telecommunication facility modification is exempt from SEPA because the facility in located in a commercial land -use zone and is to be attached to an existing structure that is not a residence or school and does not contain a residence or a school. Existing Use The subject arca accommodates an existing 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. Federal Requirements Clcarwirc'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. Cleaiwire's site will conform to all FAA/FCC regulations, and because the maximum ERP is less 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 E. Clearwirc has a license from the FCC to provide wireless services in the Puget Sound region. Clca w re `21- .51.Al2.55.9W08.1 A le Southgate Pak Page 8 RECEIVED AUG 24 2009 COMMUNITY • DEVELOPMENT • Structural Analysis Report Structure ATC Site Name ATC Site Number Proposed Carrier Carrier Site Name Carrier Site Number County Eng. Number Date Usage Portholes Required Submitted by: Scott Wirgau, PE • Project Engineer • 120 ft Valmont Monopole : Riverton, WA •: .63050 ClearWi re ATC Southgate Park : WA-SEA255 King 43487221 : May 26, 2009* 95% : No American Tower Engineering Services 400 Regency Forest Drive • Carsc-NC-27518-- -- Phone: 919-468-0112 RECEIVED AUG 2 4 2009' COMMUNITY DEVELOPMENT Eng. Number 43487221 May 26, 2009 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 120 ft Valmont Monopole located at 13134 44th Avenue S., Seattle, WA 98168, King County (ATC site #83050). The tower was originally designed and manufactured by Valmont (Alpha Tower Design Project #910088, dated November 25, 1991). Tower foundation information was also taken from the Alpha Tower Design project and geotechnical information was taken from a report by RZA (job #W- 7687, dated July 8, 1991). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non - corroded condition. Basic Wind Speed: 80 mph (Fastest Mile) Radial Ice: 69 mph (Fastest Mile) w/' 'A" ice Code: TIA/EIA -222 -F / 2006 International Building Code per Section 1609.1.1, Exception .(4) and Section 3108.4 Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 120 0 6 Antel LPA- 185090/8CF T -Arm (6) 1 5/8" Verizon 3 Antel BXA- 80090/8CF (3) 1 5/8" 6 Clearcom CCDP -565 -1 W - 1 2' Omni (2) 1 5/8" 1 GPS Unit (1) 7/8" 3 Antel BXA- 70063/8CF (3) 1 5/8" 105.0 1 Trimble Acutime 2000 Side Arm (1) 5/16" Clearwire 3 Nextnet BTS -2500 (3) 5/16" 12 Clearcomm CCDP -670.1 W - 57.0 4 Decibel DB844H65E -XY T -Ann (5) 15/8" Sprint Nextel 30.0 6 14" x 9" TMA T -Arm - 9 Decibel DB844G45AXY (9) 1 5/8" 3 72" x 12" Panel (3) 1 5/8" RECEIVED AUG 2 4 2009 COMMUNITY DEVELOPMENT Eng. Number 43487221 May 26, 2009 Page 2 Proposed Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 105.0 3 Huawei DBS3900 WiMAX Side Arm - Clearwire 3 Kathrein 840 10054 (9) 5/16" 101.0 2 Andrew PX2F -52 Dish (2) 1/2" Install proposed coax inside monopole. Results The maximum structure usage is: 95% Additional exit and/or entry ports may be required to accommodate the running of the proposed lines to the proposed antennas. These additional ports may not be installed without installation drawings providing the location, size and welding requirements of each port. To ensure compliance with all conditions of this structural analysis, port installation drawings shall be provided by American Tower's Engineering Department under a subsequent project. Pole Reactions Original Design Reactions Current Analysis Reactions �o Of Design % Moment (ft-kips) 1222.0 1295.9 106 Shear (kips) 17.5 18.3 104 The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Conclusion Based on the analysis results, the structure meets the requirements per TIA/EIA -222 -F and 2006 IBC standards. The tower and foundation can support the existing and proposed antennas with the TX line distribution as described in this report. If you have any questions or require additional information, please call 919 - 466 -5086. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the stricture. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un corroded condition and have mt deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSUEIA -222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Copyright Semaan Engineering Solutions, Inc 1. Q'Q. .4Q :-0" 1.05: -Q" I) 1.01.-SE 3Q -Q" [ II b [.[ 0 0 0 0 0 35-0" 1/4" Thick (65 KSI) 45 -0" 9/32" Thick (65 KSI) 120' -0" 40'-0" 5/16" Thick (65 KSI) Job Information Pole: 83050 Description : 120' Monopole Client : Clearwire Location : Riverton, WA Shape : 12 Sides Height : 120.00 (ft) Code: TIA/EIA -222 Rev F Base Elev (ft): 0.00 Taper: 0.180000(in/ft) Sections Properties Diameter (in) Shaft Length Accross Flats Thick Joint Section (ft) Top Bottom (in) Type Overlap Steel Length Taper Grade (in) (in /ft) (ksi) 1 40.000 29.10 36.30 0.313 2 45.000 21.00 29.10 0.281 Butt Joint 3 35.000 14.70 21.00 0.250 Butt Joint 0.000 0.180000 65 0.000 0.180000 65 0.000 0.180000 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 120.000 120.000 3 120.000 120.000 6 120.000 120.000 3 120.000 120.000 6 120.000 120.000 1 120.000 120.000 1 120.000 120.000 3 105.000 105.000 12 105.000 105.000 3 105.000 105.000 3 105.000 105.000 3 105.000 105.000 1 105.000 105.000 3 101.000 101.000 2 57.000 57.000 1 57.000 57.000 4 30.000 30.000 3 30.000 30.000 6 30.000 30.000 9 30.000 30.000 3 Round T -Arm Antel LPA- 185090/8CF Antel BXA- 80090/8CF, Clearcom CCDP- 565 -1W 2' Omni GPS Unit Antel BXA- 70063/8CF Clearcomm CCDP- 670 -1W Huawei DBS3900 WiMAX Kathrein 840 10054 Round Side Arm Trimble Acutime 2000 Nextnet BTS -2500 Andrew PX2F -52 Round T -Arm Decibel DB844H65E -XY Round T -Arm 14 "x9 "TMA Decibel DB844G45AXY 72" x 12" Panel Linear Appurtenance Elev (ft) Exposed From To Description To Wind 5.000 5.000 5.000 5.000 5.000 5.000 30.000 57.000 101.0 105.0 120.0 120.0 1 5/8" Coax 1 5/8" Coax 1/2" Coax 5/16" Coax 1 5/8" Coax 7/8" Coax Yes Yes No No No No Load Cases No Ice Ice Twist /Sway 80.00 mph Wind with No Ice 69.28 mph Wind with Ice 50.00 mph Wind with No Ice Reactions Load Case Moment Shear Axial (Kip -ft) (Kips) (Kips) No Ice Ice Twist /Sway 1295.86 1084.49 506.84 18.28 15.02 7.14 14.75 18.97 14.79 120. 115. 110. 105. 100. 95. 90. 85. 80. 75. 70. J• 65. • 60. w • 55. 50. 45. 40. 35. 30. 25. 20! 15. 10. 1 5. 0. Load Case : No Ice Max Stress 94.7% at 0.0ft 000 1.10 000 5.c, it 52 000 52 000 2: 52 : 000 16.5 I 52: 1. .1 52. 000 000 25.31 ' 52. 000 25.4 28.50 52 000 2;.96 52 000 30.18 52 000 32.7 L;II 000 3.95 5 2 )00 35.55 36.42_, _. _ 52, )00 52 52 )00 39.16 �.r+ )00 40.90: 52 )00 38.37 42.x0 52 )00 39.68 52 )00 -- 40.88 52' )00 42.66 52• 44.23 - 45 ... _ 52 46.97. - 52 )00 48.17 i 52 100 100 49.25 2.89 7.89 12 89 17 89 22 89 27 89 32 89 37 89 42 89 47 89 Stresses (ksil. Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc 5/2612009 5:43:07 Ph Page: 1 X Shaft Section Properties Slip Bottom Top Sect Length Thick Fv Joint Joint Weight Dia Elev Area Ix Wlt Dlt Dia Elev Area Ix Wit Dlt Taper Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (in "4) Ratio Ratio (in) (ft) (sqin) (in "4) Ratio Ratio (in/ft) 1 40.000 0.3125 65 0.00 4,436 36.30 0.000 36.21 5986.1 28.98 116.1 29.10 40.00 28.97 3064.1 22.81 93.12 0.18000 2 45.000 0.2813 65 Butt Joint 0.00 3,435 29.10 40.00 26.10 2766.7 25.58 103.4 21.00 85.00 18.76 1028.1 17.86 74.67 0.18000 3 35.000 0.2500 65 Butt Joint 0.00 1,687 21.00 85.00 16.70 918.0 20.36 84.00 14.70 120.0 11.63 310.0 13.61 58.80 0.18000 Shaft Weight 9,558 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert EIev Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 120.0 Round T -Arm 3 250.00 9.700 0.67 314.00 12.100 0.67 0.000 0.000 120.0 Antel LPA- 185090/8CF 6 7.00 2.790 0.88 25.04 3.250 0.88 0.000 0.000 120.0 Antel BXA- 80090 /8CF 3 23.00 8.290 0.89 70.40 9.180 0.89 0.000 0.000 120.0 Clearcom CCDP- 565 -1W 6 7.00 0.450 0.67 9.90 0.590 0.67 0.000 0.000 120.0 2' Omni 1 5.00 0.300 1.00 8.20 0.430 1.00 0.000 0.000 120.0 GPS Unit 1 10.00 1.000 1.00 18.00 1.250 1.00 0.000 0.000 120.0 Antel BXA- 70063/8CF 3 24.00 10.670 0.78 79.10 11.580 0.78 0.000 0.000 105.0 Clearcomm CCDP- 670 -1W 12 4.50 0.560 0.64 7.80 0.720 0.64 0.000 0.000 105.0 Huawei DBS3900 WiMAX 3 44.00 2.570 0.67 58.80 2.900 0.67 0.000 0.000 105.0 Kathrein 840 10054 3 35.00 5.180 0.63 59.10 5.720 0.63 0.000 0.000 105.0 Round Side Arm 3 150.00 5.200 0.67 175.00 5.900 0.67 0.000 0.000 105.0 Trimble Acutime 2000 1 1.30 0.300 1.00 5.00 0.420 1.00 0.000 0.000 105.0 Nextnet BTS -2500 3 35.00 2.090 0.73 48.10 2.390 0.73 0.000 0.000 101.0 Andrew PX2F -52 .2 14.00 5.230 1.00 58.00 5.670 1.00 0.000 0.000 57.00 Round T -Arm 1 250.00 9.700 1.00 314.00 12.100 1.00 0.000 0.000 57.00 Decibel DB844H65E -XY 4 20.00 9.570 1.00 74.41 10.240 1.00 0.000 0.000 30.00 Round T -Arm 3 250.00 9.700 0.67 314.00 12.100 0.67 0.000 0.000 30.00 14" x 9" TMA 6 10.00 1.230 0.67 19.50 1.460 0.67 0.000 0.000 30.00 Decibel DB844G45AXY 9 21.00 7.000 0.78 64.04 7.620 0.78 0.000 0.000 30.00 72" x 12" Panel 3 45.00 8.400 0.75 92.20 9.230 0.75 0.000 0.000 Totals 76 3329.30 5387.54 Number of Loadings : 20 Linear Appurtenance Properties Elev Elev From To (ft) (ft) Description 5.00 120.00 (14) 1 5/8" Coax 5.00 120.00 (1) 7/8" Coax 5.00 105.00 (13) 5/16" Coax 5.00 101.00 (2)1/2" Coax 5.00 57.00 (5) 1 5/8" Coax 5.00 30.00 (12) 1 5/8" Coax Total Weight - No Ice Ice Weight CaAa Weight CaAa Exposed (Ib /ft) (sf/ft) (Ib/ft) (sf /ft) To Wind 11.48 0.00 0.00 0.00 N 0.33 0.00 0.00 0.00 N, 0.65 0.00 0.00 0.00 N 0.30 0.00 0.00 0.00 N 4.10 0.40 6.15 0.50 Y 9.84 0.00 14.76 0.00 Y 1,911.15 (Ib) 688.80(Ib) Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc 5/26/2009 5:43:07 Ph Page: 2 X Segment Properties (Max Len : 5ft) Seo Top Flat Elev Thick Dia Area Ix W/t D/t Fy Fb Weight (ft) Description (in) (in) (in "2) (in ^4) Ratio Ratio (ksi) (ksi) (lb) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 40.00 45.00 50.00 55.00 57.00 60.00 65.00 70.00 75.00 80.00 85.00 85.00 90.00 95.00 100.0 101.0 105.0 110.0 115.0 120.0 Top - Section 1 Bot - Section 2 Top - Section 2 Bot - Section 3 0.3125 36.300 36.212 5,986.1 28.98 116.16 65 52 0.0 0.3125 35.400 35.307 5.548.1 28.21 113.28 65 52 608.4 0.3125 34.500 34.401 5,132.0 27.44 110.40 65 52 593.0 0.3125 33.600 33.495 4.737.3 26.67 107.52 65 52 577.6 0.3125 32.700 32.590 4.363.4 25.89 104.64 65 52 562.2 0.3125 31.800 31.684 4,009.6 25.12 101.76 65 52 546.8 0.3125 30.900 30.779 3.675.5 24.35 98.88 65 52 531.4 0.3125 30.000 29.873 3,360.5 23.58 96.00 65 52 516.0 0.3125 29.100 28.967 3,064.1 22.81 93.12 65 52 500.6 0.2813 29.100 26.099 2.766.7 25.58 103.47 65 52 0.2813 28.200 25.284 2,515.5 24.72 100.27 65 52 437.1 0.2813 27.300 24.469 2,279.9 23.87 97.07 65 52 423.2 0.2813 26.400 23.654 2,059.6 23.01 93.87 65 52 409.4 0.2813 26.040 23.328 1,975.6 22.66 92.59 65 52 159.9 0.2813 25.500 22.839 1,854.0 22.15 90.67 65 52 235.6 0.2813 24.600 22.024 1,662.5 21.29 87.47 65 52 381.6 0.2813 23.700 21.209 1.484.6 20.44 84.27 65 52 367.8 0.2813 22.800 20.393 1,320.0 19.58 81.07 65 52 353.9 0.2813 21.900 19.578 1.167.9 18.72 77.87 65 52 340.0 0.2813 21.000 18.763 1,028.1 17.86 74.67 65 52 326.2 0.2500 21.000 16.704 918.0 20.36 84.00 65 52 0.2500 20.100 15.979 803.6 19.40 80.40 65 52 278.0 0.2500 19.200 15.255 699.2 18.43 76.80 65 52 265.7 0.2500 18.300 14.530 604.2 17.47 73.20 05 52 253.4 0.2500 18.120 14.385 586.3 17.28 72.48 65 52 49.2 0.2500 17.400 13.806 518.3 16.51 69.60 65 52 191.9 0.2500 16.500 13.081 440.9 15.54 66.00 65 52 228.7 0.2500 15.600 12.357 371.6 14.58 62.40 65 52 216.4 0.2500 14.700 11.632 310.0 13.61 58.80 65 52 204.1 9,558.0 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 83050 Riverton, WA 120.0 (ft) 12 Sides 36.30 (in) 14.70 (in) 0.180000 (in/ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:08 Ph Page: 3 X Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80.00 mph Wind with No Ice 25 Iterations Shaft Segment Forces Seg Top Elev (ft) Description 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 57.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 95.00 100.0 101.0 105.0 110.0 115.0 120.0 Appertunance(s) Too - Section 1 Appertunance(s) Top - Section 2 Appertunancels) Appertunance(s) Aopertunance(s) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n.nn 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 az Kz (psf) 1.00 16.384 1.00 16.384 1.00 16.384 1.00 16.384 1.00 16.384 1.00 16.384 1.00 16.384 1.01 16.662 1.05 17.310 1.09 17.902 1.12 18.449 1.15 18.959 1.16 19.153 1.18 19.436 1.21 19.885 1.24 20.311 1.26 20.715 1.28 21.101 1.31 21.469 1.33 21.823 1.35 22.163 1.37 22.490 1.37 22.554 1.39 22.806 1.41 23.111 1.42 23.406 1.44 23.692 azGh C (psf) (mph -ft) Cf 27.68 241.99 1.030 27.68 235.99 1.030 27.68 229.99 1.030 27.68 223.99 1.030 27.68 217.99 1.030 27.68 211.99 1.030 27.68 205.99 1.030 28.15 201.68 1.030 29.25 199.40 1.030 30.25 196.51 1.030 31.17 193.13 1.030 32.04 189.32 1.030 32.36 187.69 1.030 32.84 185.15 1.030 33.60 180.67 1.030 x4.32 175.91 1.030 35.00 170.91 1.030 35.66 165.68 1.030 36.28 160.26 1.030 36.88 154.65 1.030 37.45 148.87 1.030 38.00 142.93 1.030 38.11 141.73 1.030 38.54 136.85 1.030 39.05 130.64 1.030 39.55 124.30 1.030 40.04 117.84 1.030 Totals: Ice Thick Tributary Aa (in) (ft) (sf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n.nn 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 5.00 14.937 5.00 14.562 5.00 14.187 5.00 13.812 5.00 13.437 5.00 13.062 5.00 12.687 5.00 12.312 5.00 11.937 5.00 11.562 5.00 11.187 2.00 4.370 3.00 6.442 5.00 10.437 5.nn 1nMR2 5.00 9.687 5.00 9.312 5.00 8.937 5.00 8.562 5.00 8.187 5.00 7.812 1.00 1.517 4.00 5.920 5.00 7.062 5.00 6.687 5.00 6.312 120.00 Wind Dead Tot Dead CfAa Force X Load Ice Load (sf) (Ib) (Ib) (Ib) 0.00 0.0 0.0 0.0 15.39 426.0 0.0 608.4 15.00 415.3 0.0 593.0 14.61 404.6 0.0 577.6 14.23 393.9 0.0 562.2 13.84 383.2 0.0 546.8 13.45 372.5 0.0 531.4 13.07 368.0 0.0 516.0 12.68 371.0 0.0 500.6 12.30 372.0 0.0 437.1 11.91 371.3 0.0 423.2 11.52 369.2 0.0 409.4 4.50 145.7 0.0 159.9 6.64 218.0 0.0 235.6 10.75 361.3 0.0 381.6 10.36 355.8 n.n 367.R 9.98 349.3 0.0 353.9 9.59 342.0 0.0 340.0 9.21 334.0 0.0 326.2 8.82 325.3 0.0 278.0 8.43 315.9 0.0 265.7 8.05 305.8 0.0 253.4 1.56 59.6 0.0 49.2 6.10 235.0 0.0 191.9 7.27 284.1 0.0 228.7 6.89 272.5 0.0 216.4 6.50 260.3 0.0 204.1 8,411.7 0.0 9,558.0 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 83050 Riverton, WA 120.0 (ft) 12 Sides 36.30 (in) 14.70 (in) 0.180000 (in/ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:08 Ph Page: 4 X Load Case: Gust Response Dead Load Wind Load No Ice Factor: 1.69 Factor : 1.00 Factor : 1.00 80.00 mph Wind with No Ice 25 Iterations Discrete Appurtenance Segment Forces Elev qz qzGh CaAa (ft) Description Qty (psf) (psf) Factor 30.00 Round T -Arm 3 16.384 27.689 30.00 14" x 9" TMA 6 16.384 27.689 30.00 Decibel DB844G45AXY 9 16.384 27.689 30.00 72" x 12" Panel 3 16.384 27.689 57.00 Round T -Arm 1 19.153 32.369 57.00 Decibel DB844H65E- 4 19.153 32.369 101.0 Andrew PX2F -52 2 22.554 38.116 105.0 Clearcomm CCDP- 12 22.806 38.541 105.0 Huawei DBS3900 3 22.806 38.541 105.0 Kathrein 840 10054 3 22.806 38.541 105.0 Round Side Arm 3 22.806 38.541 105.0 Trimble Acutime 2000 1 22.806 38.541 105.0 Nextnet BTS -2500 3 22.806 38.541 120.0 Round T -Arm 3 23.692 40.040 12n.n AntoI 1 PA- 1R5n9n /RCF R 23.842 40_na0 120.0 Antel BXA- 80090/8CF 3 23.692 40.040 120.0 Clearcom CCDP -565- 6 23.692 40.040 120.0 2' Omni 1 23.692 40.040 120.0. GPS Unit 1 23.692 40.040 120.0 Antel BXA- 70063/8CF 3 23.692 40.040 0.67 0.67 0.78 0.75 1.00 1.00 1.00 0.64 0.67 0.63 0.67 1.00 0.73 0.67 n.RR 0.89 0.67 1.00 1.00 0.78 Total Horiz Vert Wind Mom Mom Dead CaAa Ecc Ecc FX Y Z Load (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 19.50 4.94 49.14 18.90 9.70 38.28 10.46 4.30 5.17 9.79 10.45 0.30 4.58 19.50 14.73 22.13 1.81 0.30 1.00 24.97 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 n.nnn 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 n.nnn 0.000 0.000 0.000 0.000 0.000 539.85 136.91 1.360.64 523.32 313.97 1.239.07 398.69 165.76 199.09 377.33 402.84 11.56 176.41 780.66 5R9.R4 886.25 72.43 12.01 40.04 999.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n. nn 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n.nn 0.00 0.00 0.00 0.00 0.00 750.00 60.00 189.00 135.00 250.00 80.00 28.00 54.00 132.00 105.00 450.00 1.30 105.00 750.00 42.nn 69.00 42.00 5.00 10.00 72.00 9,226.39 3,329.30 Pole : 83050 Location : Riverton, WA . Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:08 Ph Page: 5 Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80.00 mph Wind with No Ice 25 Iterations Linear Appurtenance Segment Forces Seg Top Elev Exposed Length Weight CaAa qz (ft) Description To Wind (ft) (Iblft) (sf/ft) (psf) 10.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 16.384 10.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 16.384 15.00 15) 1 5/8" Coax Yes 5.00 4.10 0.40 16.384 15.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 16.384 20.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 16.384 20.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 16.384 25.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 16.384 25.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 16.384 30.00 (511 5/8" Coax Yes 5.00 4.10 0.40 16.384 30.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 16.384 35.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 16.662 40.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 17.310 45.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 17.902 50.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 18.449 55.00 (511 5/8" Coax Yes 5.00 4.10 0.40 18.959 57.00 1511 5 /8" rnam VAS 2.nn 4.10 0.4n 18.153 Dead F X Load (Ib) (Ib) 55.38 20.50 0.00 49.20 55.38 20.50 0.00 49.20 55.38 20.50 0.00 49.20 55.38 20.50 0.00 49.20 55.38 20.50 0.00 49.20 56.32 20.50 58.51 20.50 60.51 20.50 62.36 20.50 64.08 20.50 25.89 R.20 Totals: 604.56 459.20 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:08 Ph Page: 6 X Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80.00 mph Wind with No Ice 25 Iterations Applied Segment Forces Summary Seg Elev (ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 57.00 60.00 65.00 7n nn 75.00 80.00 85.00 90.00 95.00 100.0 101.0 105.0 110.0 115.0 120.0 Lateral Axial Torsion Moment FX ( -) FY ( -) MY MZ (Ib) (Ib) (Ib-ft) (lb-ft) 0.00 0.00 0.00 0.00 426.01 608.41 0.00 0.00 470.69 726.50 0.00 0.00 460.00 711.09 0.00 0.00 449.30 695.68 0.00 0.00 438.61 680.28 0.00 0.00 2,988.63 1,798.87 0.00 0.00 424.29 600.26 0.00 0.00 429.49 584.85 0.00 0.00 432.51 521.41 0.00 0.00 433.68 507.54 0.00 0.00 433.28 493.68 0.00. 0.00 1,724.63 523.59 0.00 0.00 217.96 273.92 0.00 0.00 361.29 445.44 0.00 0.00 155.78 4'%1.57 n.nn n.nn 349.32 417.71 0.00 0.00 342.05 403.84 0.00 0.00 334.01 389.97 0.00 0.00 325.26 341.83 0.00 0.00 315.86 329.50 0.00 0.00 305.84 317.18 0.00 0.00 458.27 89.96 0.00 0.00 1.568.00 1.088.99 0.00 0.00 284.11 287.77 0.00 0.00 272.47 275.45 0.00 0.00 3,641.29 1,253.12 0.00 0.00 Totals: 18,242.63 14,798.41 0.00 0.00 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc 5/26/2009 5:43:08 Ph Page: 7 , X Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80.00 mph Wind with No Ice 25 Iterations Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft-kips) (ft -kips) (in) (in) (in) (deg) 0.00 - 18.281 - 14.750 0.000 0.000 0.000 - 1.295.859 0.000 0.000 0.000 0.000 5.00 - 17.927 - 14.050 0.000 0.000 0.000 - 1.204.454 -0.160 0.000 0.160 -0.297 10.00 - 17.519 - 13.236 0.000 0.000 0.000 - 1.114.821 -0.630 0.000 0.630 -0.594 15.00 - 17.115 - 12.443 0.000 0.000 0.000 - 1.027.225 -1.413 0.000 1.413 -0.891 20.00 - 16.713 - 11.670 0.000 0.000 0.000 - 941.652 -2.505 0.000 2.505 -1.187 25.00 - 16.315 - 10.917 0.000 0.000 0.000 - 858.087 -3.906 0.000 3.906 -1.480 30.00 - 13.322 -9.137 0.000 0.000 0.000 - 776.515 -5.612 0.000 5.612 -1.770 35.00 - 12.921 -8.486 0.000 0.000 0.000 - 709.905 -7.620 0.000 7.620 -2.058 40.00 - 12.508 -7.856 0.000 0.000 0.000 - 645.303 -9.929 0.000 9.929 -2.345 45.00 - 12.092 -7.291 0.000 0.000 0.000 - 582.761 - 12.537 0.000 12.537 -2.630 50.00 - 11.671 -6.742 0.000 0.000 0.000 - 522.302 - 15.458 0.000 15.458 -2.942 55.00 - 11.235 -6.231 0.000 0.000 0.000 - 463.949 - 18.704 0.000 18.704 -3.250 57.00 -9.498 -5.782 0.000 0.000 0.000 - 441.480 - 20.092 0.000 20.092 -3.375 60.00 -9.288 -5.482 0.000 0.000 0.000 - 412.985 - 22.271 0.000 22.271 -3.560 65.11n -11.5124 -5.015 0.000 0.000 0.000 - 366.547 - 26.157 0.000 26.157 -3.659 70.00 -8.563 -4.566 0.000 0.000 0.000 - 321.925 - 30.353 0.000 30.353 -4.153 75.00 -8.204 -4.135 0.000 0.000 0.000 - 279.112 - 34.854 0.000 34.854 -4.441 80.00 -7.848 -3.722 0.000 0.000 0.000 - 238.094 - 39.651 0.000 39.651 -4.720 85.00 -7.497 -3.328 0.000 0.000 0.000 - 198.853 - 44.733 0.000 44.733 -4.986 90.00 -7.156 -2.985 0.000 0.000 0.000 - 161.366 - 50.083 0.000 50.083 -5.235 95.00 -6.822 -2.659 0.000 0.000 0.000 - 125.585 - 55.698 0.000 55.698 -5.489 100.0 -6.492 -2.359 0.000 0.000 0.000 - 91.475 - 61.560 0.000 61.560 -5.710 101.0 -6.031 -2.305 0.000 0.000 0.000 - 84.983 - 62.759 0.000 62.759 -5.751 105.0 -4.364 -1.370 0.000 0.000 0.000 - 60.859 - 67.632 0.000 67.632 -5.893 110.0 -4.054 -1.105 0.000 0.000 0.000 - 39.040 - 73.870 0.000 73.870 -6.030 115.0 -3.755 -0.856 0.000 0.000 0.000 - 18.772 - 80.229 0.000 80.229 -6.123 120.0 -3.641 0.000 0.000 0.000 0.000 0.000 - 86.655 0.000 86.655 -6.159 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc 5/26/2009 5:43:08 Ph Page: 8 X Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor: 1.00 80.00 mph Wind with No Ice 25 Iterations Calculated Stresses Seg Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) (ft) (ksi) (ksi) (ksl) (ksi) (ksi) (ksi) (ksi) (ksi) 0.00 0.41 1.03 0.00 0.00 0.00 48.81 49.25 52.0 0.0 5.00 0.40 1.03 0.00 0.00 0.00 47.74 48.17 52.0 0.0 10.00 0.38 1.03 0.00 0.00 0.00 46.55 46.97 52.0 0.0 15.00 0.37 1.04 0.00 0.00 0.00 45.26 45.66 52.0 0.0 20.00 0.36 1.04 0.00 0.00 0.00 43.84 44.23 52.0 0.0 25.00 0.34 1.05 0.00 0.00 0.00 42.27 42.66 52.0 0.0 30.00 0.30 0.88 0.00 0.00 0.00 40.55 40.88 52.0 0.0 35.00 0.28 0.88 0.00 0.00 0.00 39.37 39.68 52.0 0.0 40.00 0.27 0.88 0.00 0.00 0.00 38.07 38.37 52.0 0.0 40.00 0.30 0.97 0.00 0.00 0.00 42.16 42.50 52.0 0.0 45.00 0.29 0.97 0.00 0.00 0.00 40.58 40.90 52.0 0.0 50.00 0.28 0.97 0.00 0.00 0.00 38.85 39.16 52.0 0.0 55.00 0.26 0.97 0.00 0.00 0.00 36.94 37.24 52.0 0.0 57.00 0.25 0.83 0.00 0.00 0.00 36.15 36.42 52.0 0.0 60.00 0.24 0.83 0.00 0.00 0.00 35.28 35.55 52.0 0.0 65.00 0.23 0.82 0.00 0.00 0.00 33.69 33.95 52.0 0.0 70.00 0.22 0.82 n.nn n.nn n.nn 31.92 32.17 52.0 n.n 75.00 0.20 0.82 0.00 0.00 . 0.00 29.95 30.18 52.0 0.0 80.00 0.19 0.81 0.00 0.00 0.00 27.73 27.96 52.0 0.0 85.00 0.18 0.81 0.00 0.00 0.00 25.23 25.45 52.0 0.0 85.00 0.20 0.91 0.00 0.00 0.00 28.26 28.50 52.0 0.0 90.00 0.19 0.91 0.00 0.00 0.00 25.07 25.31 52.0 0.0 95.00 0.17 0.91 0.00 0.00 0.00 21.42 21.65 52.0 0.0 100.00 0.16 0.91 0.00 0.00 0.00 17.21 17.44 52.0 0.0 101.00 0.16 0.85 0.00 0.00 0.00 16.31 16.54 52.0 0.0 105.00 0.10 0.64 0.00 0.00 0.00 12.69 12.84 52.0 0.0 110.00 0.08 0.63 0.00 0.00 0.00 9.08 9.22 52.0 0.0 115.00 0.07 0.62 0.00 0.00 0.00 4.89 5.08 52.0 0.0 120.00 0.00 0.64 0.00 0.00 0.00 0.00 1.10 52.0 0.0 Applied Stresses Allowable Stress Ratio 0.947 0.926 0.903 0.878 0.851 0.820 0.786 0.763 0.738 0.817 0.787 0.753 0.716 0.700 0.684 0.653 0.819 0.581 0.538 0.489 0.548 0.487 0.416 0.335 0.318 0.247 0.177 0.098 0.021 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc 5/26/2009 5:43:08 Ph Page: 9 X Load Case: Ice 69.28 mph Wind with Ice 25 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Shaft Segment Forces Seg Top Elev (ft) Description Ice Wind Dead Tot Dead az ozGh C Thick Tributary Aa CfAa Force X Load Ice Load Kz (psf) (psf) (mph -ft) Cf (In) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 0.00 1.00 12.287 20.76 209.57 1.030 0.50 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 12.287 20.76 204.37 1.030 0.50 5.00 15.354 15.81 328.4 112.4 720.8 10.00 0.00 1.00 12.287 20.76 199.17 1.030 0.50 5.00 14.979 15.43 320.4 109.6 702.6 15.00 0.00 1.00 12.287 20.76 193.98 1.030 0.50 5.00 14.604 15.04 312.4 106.8 684.3 20.00 0.00 1.00 12.287 20.76 188.78 1.030 0.50 5.00 14.229 14.66 304.3 103.9 666.1 25.00 0.00 1.00 12.287 20.76 183.59 1.030 0.50 5.00 13.854 14.27 296.3 101.1 647.9 30.00 Appertunance(s) 0.00 1.00 12.287 20.76 178.39 1.030 0.50 5.0013.479' 13.88 288.3 98.3 629.7 35.00 0.00 1.01 12.496 21.11 174.66 1.030 0.50 5.00 13.104 13.50 285.0 95.5 611.4 40.00 Top - Section 1 0.00 1.0512.982 21.93 172.68 1.030 0.50 5.00 12.729 13.11 287.6 92.7 593.2 45.00 0.00 1.09 13.426 22.69 170.18 1.030 0.50 5.00 12.354 12.72 288.7 89.8 527.0 50.00 0.00 1.1213.836 23.38 167.25 1.030 0.50 5.00 11.979 12.34 288.5 87.0 510.3 55.00 0.00 1.15 14.218 24.02 163.95 1.030 0.50 5.00 11.604 11.95 287.2 84.2 493.6 57.00 Aooertunance(s) 0.00 1.16 14.364 24.27 162.54 1.030 0.50 2.00 4.537 4.67 113.4 33.2 193.1 60.00 0.00 1.18 14.576 24.63 160.34 1.030 0.50 3.00 6.692 6.89 169.8 48.8 284.5 65.00 0.00 1.21 14.913 25.20 156.46 1.030 0.50 5.00 10.854 11.18 281.8 78.6 460.2 70.00 n.nn 1.24 15.232 25.74 152.34 1.030 0.50 5.00 10.479 10.79 277.9 75:R 443.5 75.00 0.00 1.26 15.536 26.25 148.01 1.030 0.50 5.00 10.104 10.41 273.2 72.9 426.8 80.00 0.00 1.2815.825 26.74 143.48 1.030 0.50 5.00 9.729 10.02 268.0 70.1 410.2 85.00 Top - Section 2 0.00 1.31 16.101 27.21 138.78 1.030 0.50 5.00 9.354 9.63 262.2 67.3 393.5 90.00 0.00 1.33 16.366 27.65 133.92 1.030 0.50 5.00 8.979 9.25 255.8 64.5 342.5 95.00 0.00 1.35 16.621 28.09 128.92 1.030 0.50 5.00 8.604 8.86 248.9 61.7 327.4 100.0 0.00 1.37 16.866 28.50 123.78 1.030 0.50 5.00 8.229 8.48 241.6 58.9 312.2 101.0 Aooertunance1sl 0.00 1.37 16.914 28.58 122.73 1.030 0.50 1.00 1.601 1.65 47.1 11.7 60.9 105.0 Aooertunance(s) 0.00 1.39 17.103 28.90 118.51 1.030 0.50 4.00 6.253 6.44 186.2 44.8 236.7 110.0 0.00 1.41 17.332 29.29 113.13 1.030 0.50 5.00 7.479 7.70 225.6 53.2 281.9 115.0 0.00 1.42 17.554 29.66 107.64 1.030 0.50 5.00 7.104 7.32 217.1 50.4 266.8 120.0 Apnertunance(s) 0.00 1.44 17.768 30.02 102.05 1.030 0.50 5.00 6.729 6.93 208.1 47.6 251.7 Totals: 120.00 6,563.9 1,920.8 11,478.7 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIA/EIA -222 Rev. F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:09 Ph Page: 10 X Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 69.28 mph Wind with Ice 25 Iterations Discrete Appurtenance Segment Forces Elev (ft) Description Total Horiz Vert Wind Mom Mom Dead qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 30.00 Round T-Arm 3 12.287 20.766 0.67 24.32 0.000 0.000 505.04 0.00 0.00 942.00 30.00 14" x 9" TMA 6 12.287 20.766 0.67 5.87 0.000 0.000 121.88 0.00 0.00 117.00 30.00 Decibel DB844G45AXY 9 12.287 20.766 0.78 53.49 0.000 0.000 1.110.80 0.00 0.00 576.36 30.00 72" x 12" Panel 3 12.287 20.766 0.75 20.77 0.000 0.000 431.25 0.00 0.00 276.60 57.00 Round T -Arm 1 14.364 24.275 1.00 12.10 0.000 0.000 293.73 0.00 0.00 314.00 57.00 Decibel DB844H65E- 4 14.364 24.275 1.00 40.96 0.000 0.000 994.31 0.00 0.00 297.64 101.0 Andrew PX2F -52 2 16.914 28.585 1.00 11.34 0.000 0.000 324.16 0.00 0.00 116.00 105.0 Clearcomm CCDP- 12 17.103 28.904 0.64 5.53 0.000 0.000 159.83 0.00 0.00 93.60 105.0 Huawei DBS3900 3 17.103 28.904 0.67 5.83 0.000 0.000 168.48 0.00 0.00 176.40 105.0 Kathrein 840 10054 3 17.103 28.904 0.63 10.81 0.000 0.000 312.48 0.00 0.00 177.30 105.0 Round Side Arm 3 17.103 28.904 0.67 11.86 0.000 0.000 342.78 0.00 0.00 525.00 105.0 Trimble Acutime 2000 1 17.103 28.904 1.00 0.42 0.000 0.000 12.14 0.00 0.00 5.00 105.0 Nextnet BTS -2500 3 17.103 28.904 0.73 5.23 0.000 0.000 151.29 0.00 0.00 144.30 120.0 Round T -Arm 3 17.768 30.028 0.67 24.32 0.000 0.000 730.32 0.00 0.00 942.00 120.0 Ante!! PA- 1R5n6n /R(:F R 17.7RR 36.02R 6.6R 17.18 0.000 0.000 515.29 n.nn n.nn 150.24 120.0 Antel BXA- 80090 /8CF 3 17.768 30.028 0.89 24.51 0.000 0.000 736.02 0.00 0.00 211.20 120.0 Clearcom CCDP -565- 6 17.768 30.028 0.67 2.37 0.000 0.000 71.22 0.00 0.00 59.40 120.0 2' Omni 1 17.768 30.028 1.00 0.43 0.000 0.000 12.91 0.00 0.00 8.20 120.0 GPS Unit 1 17.768 30.028 1.00 1.25 0.000 0.000 37.54 0.00 0.00 18.00 120.0 Ante! BXA- 70063/8CF 3 17.768 30.028 0.78 27.10 0.000 0.000 813.69 0.00 0.00 237.30 7,845.13 5,387.54 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:09 Ph Page: 11 X Load Case: Ice 69.28 mph Wind with Ice 25 Iterations Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Linear Appurtenance Segment Forces Seg Top Elev Exposed Length Weight CaAa qz (ft) Description To Wind (ft) (Ib/ft) (sf/ft) (psf) 10.00 (5) 1 5/8" Coax Yes 5.00 6.15 0.50 12.287 10.00 (12) 1 5/8" Coax Yes 5.00 14.76 0.00 12.287 15.00 1511 5/8" Coax Yes 5.00 6.15 0.50 12.287 15.00 (12) 1 5/8" Coax Yes 5.00 14.76, 0.00 12.287 20.00 (5) 1 5/8" Coax Yes 5.00 6.15 0.50 12.287 20.00 (12) 1 5/8" Coax Yes 5.00 14.76 0.00 12.287 25.00 (5) 1 5/8" Coax Yes 5.00 6.15 0.50 12.287 25.00 (12) 1 5/8" Coax Yes 5.00 14.76 0.00 12.287 30.00 (511 5/8" Coax Yes 5.00 6.15 0.50 12.287 30.00 (1211 5/8" Coax Yes 5.00 14.76 0.00 12.287 35.00 (5) 1 5/8" Coax Yes 5.00 6.15 0.50 12.496 40.00 (5) 1 5/8" Coax Yes 5.00 6.15 0.50 12.982 45.00 (5) 1 5/8" Coax Yes 5.00 6.15 0.50 13.426 50.00 (5) 1 5/8" Coax Yes 5.00 6.15 0.50 13.836 55.00 1511 5/8" Coax Yes 5.00 6.15 0.50 14.218 57.nn 1511 5 /R" Coax VAS 2.nn R.15 n.5n 14.:1Rd Dead F X Load (Ib) (Ib) 51.91 30.75 0.00 73.80 51.91 30.75 0.00 73.80 51.91 30.75 0.00 73.80 51.91 30.75 0.00 73.80 51.91 30.75 0.00 73.80 52.79 30.75 54.85 30.75 56.72 30.75 58.46 30.75 60.07 30.75 24.28 12.3n Totals: 566.74 688.80 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIAIEIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:09 Ph Page: 12 X Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 69.28 mph Wind with Ice 25 Iterations Applied Segment Forces Summary Seg Elev (ft) Lateral Axial Torsion Moment FX ( -) FY ( -) MY MZ (Ib) (Ib) (Ib-ft) ( Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 328.40 720.79 0.00 0.00 10.00 372.29 870.92 0.00 0.00 15.00 364.27 852.69 0.00 0.00 20.00 356.25 834.47 0.00 0.00 25.00 348.23 816.24 0.00 0.00 30.00 2,509.17 2,709.98 0.00 0.00 35.00 337.82 705.99 0.00 0.00 40.00 342.49 687.77 0.00 0.00 45.00 345.44 621.51 0.00 0.00 50.00 346.97 604.82 0.00 0.00 55.00 347.27 588.14 0.00 0.00 57.00 1.425.74 842.56 0.00 0.00 60.00 169.80 322.76 0.00 0.00 65.00 281.77 524.02 0.00 0.00 70.00 277. R5 5(17.31 n.nn n.nn 75.00 273.24 490.65 0.00 0.00 80.00 268.00 473.96 0.00 0.00 85.00 262.17 457.28 0.00 0.00 90.00 255.80 406.32 0.00 0.00 95.00 248.94 391.18 0.00 0.00 100.0 241.60 376.03 0.00 0.00 101.0 371.29 189.61 0.00 0.00 105.0 1.333.17 1.408.12 0.00 0.00 110.0 225.64 340.99 0.00 0.00 115.0 217.07 325.85 0.00 0.00 120.0 3,125.11 1,937.04 0.00 0.00 Totals: 14,975.82 19,007.02 0.00 0.00 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:09 Ph Page: 13 X Load Case: Ice 69.28 mph Wind with Ice 25 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft -kips) (ft-kips) (in) (in) (in) (deg) 0.00 - 15.018 - 18.974 0.000 0.000 0.000 - 1.084.488 0.000 0.000 0.000 0.000 5.00 - 14.767 - 18.190 0.000 0.000 0.000 - 1.009.401 -0.134 0.000 0.134 -0.249 10.00 - 14.464 - 17.258 0.000 0.000 0.000 - 935.568 -0.528 0.000 0.528 -0.498 15.00 - 14.162 - 16.348 0.000 0.000 0.000 - 863.249 -1.184 0.000 1.184 -0.747 20.00 - 13.860 - 15.459 0.000 0.000 0.000 - 792.442 -2.100 0.000 2.100 -0.996 25.00 - 13.558 - 14.592 0.000 0.000 0.000 - 723.144 -3.276 0.000 3.276 -1.243 30.00 - 11.036 - 11.896 0.000 0.000 0.000 - 655.353 -4.710 0.000 4.710 -1.488 35.00 - 10.726 - 11.155 0.000 0.000 0.000 - 600.175 -6.398 0.000 6.398 -1.731 40.00 - 10.405 - 10.434 0.000 0.000 0.000 - 546.547 -8.340 0.000 8.340 -1.973 45.00 - 10.081 -9.781 0.000 0.000 0.000 - 494.521 - 10.536 0.000 10.536 -2.215 50.00 -9.752 -9.146 0.000 0.000 0.000 - 444.118 - 12.998 0.000 12.998 -2.480 55.00 -9.405 -8.545 0.000 0.000 0.000 - 395.361 - 15.736 0.000 15.736 -2.742 57.00 -7.958 -7.755 0.000 0.000 0.000 - 376.551 - 16.907 0.000 16.907 -2.849 60.00 - 7.799. -7.413 0.000 0.000 0.000 - 352.678 - 18.747 0.000 18.747 -3.006 65.00 -7.518 -6.671 0.000 0.000 0.000 - 313.684 - 22.032 0.000 22.032 -3.262 70.00 -7.240 -6.350 0.000 0.000 0.000 - 276.089 - 25.582 0.000 25.582 -3.514 75.00 -6.961 -5.848 0.000 0.000 0.000 - 239.891 - 29.393 0.000 29.393 -3.762 80.00 -6.683 -5.366 0.000 0.000 0.000 - 205.087 - 33.459 0.000 33.459 -4.001 85.00 -6.408 -4.904 0.000 0.000 0.000 - 171.671 - 37.771 0.000 37.771 -4.231 90.00 -6.140 -4.495 0.000 0.000 0.000 - 139.630 - 42.315 0.000 42.315 -4.446 95.00 -5.875 -4.103 0.000 0.000 0.000 - 108.933 - 47.087 0.000 47.087 -4.666 100.0 -5.610 -3.738 0.000 0.000 0.000 - 79.558 - 52.075 0.000 52.075 -4.858 101.0 -5.229 -3.573 0.000 0.000 0.000 - 73.948 - 53.095 0.000 53.095 -4.894 105.0 -3.784 -2.278 0.000 0.000 0.000 - 53.030 - 57.246 0.000 57.246 -5.017 110.0 -3.533 -1.952 0.000 0.000 0.000 - 34.109 - 62.561 0.000 62.561 -5.137 115.0 -3.289 -1.644 0.000 0.000 0.000 - 16.445 - 67.982 0.000 67.982 -5.218 120.0 -3.125 0.000 0.000 0.000 0.000 0.000 - 73.462 0.000 73.462 -5.250 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIAIEIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:09 Ph Page: 14 X Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 69.28 mph Wind with Ice 25 Iterations Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) . (ksi) Ratio 0.00 0.52 0.84 0.00 0.00 0.00 40.85 41.40 52.0 0.0 0.796 5.00 0.52 0.85 0.00 0.00 0.00 40.01 40.55 52.0 0.0 0.780 10.00 0.50 0.85 0.00 0.00 0.00 39.07 39.60 52.0 0.0 0.762 15.00 0.49 0.86 0.00 0.00 0.00 38.03 38.55 52.0 0.0 0.741 20.00 0.47 0.86 0.00 0.00 0.00 36.89 37.39 52.0 0.0 0.719 25.00 0.46 0.87 0.00 0.00 0.00 35.63 36.12 52.0 0.0 0.695 30.00 0.39 0.73 0.00 0.00 0.00 34.22 34.63 52.0 0.0 0.666 35.00 0.37 0.73 0.00 0.00 0.00 33.28 33.68 52.0 0.0 0.648 40.00 0.36 0.73 0.00 0.00 0.00 32.24 32.63 52.0 0.0 0.628 40.00 0.40 0.81 0.00 0.00 0.00 35.71 36.14 52.0 0.0 0.695 45.00 0.39 0.81 0.00 0.00 0.00 34.44 34.85 52.0 0.0 0.670 50.00 0.37 0.81 0.00 0.00 0.00 33.03 33.44 52.0 0.0 0.643 55.00 0.36 0.81 0.00 0.00 0.00 31.48 31.87 52.0 0.0 0.613 57.00 0.33 0.69 0.00 0.00 0.00 30.83 31.19 52.0 0.0 0.600 60.00 0.32 0.69 0.00 0.00 0.00 30.13 30.48 52.0 0.0 0.586 65.00 0.31 0.69 0.00 0.00 0.00 28.83 29.17 52.0 0.0 0.561 70.00 0.30 0.69 n.nn n.nn n_nn 27.38 27.70 52.0 0.0 0.533 75.00 0.29 0.69 0.00 0.00 0.00 25.74 26.05 52.0 0.0 0.501 80.00 0.27 0.69 0.00 0.00 0.00 23.89 24.19 52.0 0.0 0.465 85.00 0.26 0.69 0.00 0.00 0.00 21.78 22.08 52.0 0.0 0.425 85.00 0.29 0.78 0.00 0.00 0.00 24.39 24.72 52.0 0.0 0.476 90.00 0.28 0.78 0.00 0.00 0.00 21.69 22.02 52.0 0.0 0.423 95.00 0.27 0.78 0.00 0.00 0.00 18.58 18.90 52.0 0.0 0.363 100.00 0.26 0.78 0.00 0.00 0.00 14.97 15.28 52.0 0.0 0.294 101.00 0.25 0.74 0.00 0.00 0.00 14.20 14.50 52.0 0.0 0.279 105.00 0.16 0.56 0.00 0.00 0.00 11.06 11.27 52.0 0.0 0.217 110.00 0.15 0.55 0.00 0.00 0.00 7.93 8.13 52.0 0.0 0.156 115.00 0.13 0.54 0.00 0.00 0.00 4.29 4.52 52.0 0.0 0.087 120.00 0.00 0.55 0.00 0.00 0.00 0.00 0.95 52.0 0.0 0.018 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:09 Ph Page: 15 X Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 24 Iterations Shaft Segment Forces Seg Top Elev (ft) Description 0.00 5.00 10.00 15.00 20.00 25.00 30.00 Annertunance(s) 35.00 40.00 Too - Section 1 45.00 50.00 55.00 57.00 Aopertunance(s) 60.00 65.00 70.00 75.00 80.00 85.00 Too - Section 2 90.00 95.00 100.0 101.0 Aonertunance(s) 105.0 Appertunance(s) 110.0 115.0 120.0 Aooertunance(s) Ice qz azGh C Thick Tributary Aa CfAa Force X Load Ice Load Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 6.400 10.81 151.25 1.030 0.00 0.00 0.000 0.00 0.0 0.0 0.0 0.00 1.00 6.400 10.81 147.50 1.030 0.00 5.00 14.937 15.39 166.4 0.0 608.4 0.00 1.00 6.400 10.81 143.75 1.030 0.00 5.00 14.562 15.00 162.2 0.0 593.0 0.00 1.00 6.400 10.81 140.00 1.030 0.00 5.00 14.187 14.61 158.1 0.0 577.6 0.00 1.00 6.400 10.81 136.25 1.030 0.00 5.00 13.812 14.23 153.9 0.0 562.2 0.00 1.00 6.400 10.81 132.50 1.030 0.00 5.00 13.437 13.84 149.7 0.0 546.8 0.00 1.00 6.400 10.81 128.75 1.030 0.00 5.00 13.062 13.45 145.5 0.0 531.4 0.00 1.01 6.509 10.99 126.05 1.030 0.00 5.00 12.687 13.07 143.7 0.0 516.0 0.00 1.05 6.762 11.42 124.62 1.030 0.00 5.00 12.312 12.68 144.9 0.0 500.6 0.00 1.09 6.993 11.81 122.82 1.030 0.00 5.00 11.937 12.30 145.3 0.0 437.1 0.00 1.12 7.207 12.17 120.70 1.030 0.00 5.00 11.562 11.91 145.0 0.0 423.2 0.00 1.15 7.406 12.51 118.32 1.030 0.00 5.00 11.187 11.52 144.2 0.0 409.4 0.00 1.16 7.482 12.64 117.31 1.030 0.00 2.00 4.370 4.50 56.9 0.0 159.9 0.00 1.18 7.592 12.83 115.72 1.030 0.00 3.00 6.442 6.64 85.1 0.0 235.6 0.00 1.21 7.768 13.12 112.92 1.030 0.00 5.00 10.437 10.75 141.1 0.0 381.6 0.00 1.24 7.934 13.40 1051.94 1.030 n.nn 5.00 111.062 10.38 139.0 n.n 367.8 0.00 1.26 8.092 13.67 106.82 1.030 0.00 5.00 9.687 9.98 136.5 0.0 353.9 0.00 1.28 8.242 13.93 103.55 1.030 0.00 5.00 9.312 9.59 133.6 0.0 340.0 0.00 1.31 8.387 14.17 100.16 1.030 0.00 5.00 8.937 9.21 130.5 0.0 326.2 0.00 1.33 8.525 14.40 96.656 1.030 0.00 5.00 8.562 8.82 127.1 0.0 278.0 0.00 1.35 8.657 14.63 93.044 1.030 0.00 5.00 8.187 8.43 123.4 0.0 265.7 0.00 1.37 8.785 14.84 89.335 1.030 0.00 5.00 7.812 8.05 119.5 0.0 253.4 0.00 1.37 8.810 14.88 88.582 1.030 0.00 1.00 1.517 1.56 23.3 0.0 49.2 0.00 1.39 8.908 15.05 85.535 1.030 0.00 4.00 5.920 6.10 91.8 0.0 191.9 0.00 1.41 9.028 15.25 81.652 1.030 0.00 5.00 7.062 7.27 111.0 0.0 228.7 0.00 1.42 9.143 15.45 77.690 1.030 0.00 5.00 6.687 6.89 106.4 0.0 216.4 0.00 1.44 9.255 15.64 73.654 1.030 0.00 5.00 6.312 6.50 101.7 0.0 204.1 Totals: 120.00 3,285.8 0.0 9,558.0 Wind Dead Tot Dead Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (In) Taper : 0.180000 (inift) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc 5/26/2009 5:43:10 Ph Page: 16 X Load Case: Twist/Sway 50.00 mph Wind with No Ice 24 Iterations Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Elev (ft) Description Total Horiz Vert Wind Mom Mom Dead qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 30.00 Round T -Arm 3 6.400 10.816 0.67 19.50 0.000 0.000 210.88 0.00 0.00 750.00 30.00 14" x 9" TMA 6 6.400 10.816 0.67 4.94 0.000 0.000 53.48 0.00 0.00 60.00 30.00 Decibel DB844G45AXY 9 6.400 10.816 0.78 49.14 0.000 0.000 531.50 0.00 0.00 189.00 30.00 72" x 12" Panel 3 6.400 10.816 0.75 18.90 0.000 0.000 204.42 0.00 0.00 135.00 57.00 Round T -Arm 1 7.482 12.644 1.00 9.70 0.000 0.000 122.65 0.00 0.00 250.00 57.00 Decibel DB844H65E- 4 7.482 12.644 1.00 38.28 0.000 0.000 484.01 0.00 0.00 80.00 101.0 Andrew PX2F -52 2 8.810 14.889 1.00 10.46 0.000 0.000 155.74 0.00 0.00 28.00 105.0 Clearcomm CCDP- 12 8.908 15.055 0.64 4.30 0.000 0.000 64.75 0.00 0.00 54.00 105.0 Huawel DBS3900 3 8.908 15.055 0.67 5.17 0.000 0.000 77.77 0.00 0.00 132.00 105.0 Kathrein 840 10054 3 8.908 15.055 0.63 9.79 0.000 0.000 147.39 0.00 0.00 105.00 105.0 Round Side Arm 3 8.908 15.055 0.67 10.45 0.000 0.000 157.36 0.00 0.00 450.00 105.0 Trimble Acutime 2000 1 8.908 15.055 1.00 0.30 0.000 0.000 4.52 0.00 0.00 1.30 105.0 Nextnet BTS -2500 3 8.908 15.055 0.73 4.58 0.000 0.000 68.91 0.00 0.00 105.00 120.0 Round T -Arm 3 9.255 15.641 0.67 19.50 0.000 0.000 304.94 0.00 0.00 750.00 120.0 AntAI I PA- 1R5119n /RC:F R 9.255 15.841 11.911 14.73 0.000 0.000 23n.41 n.nn n.nn 42.00 120.0 Antel BXA- 80090 /8CF 3 9.255 15.641 0.89 22.13 0.000 0.000 346.19 0.00 0.00 69.00 120.0 Clearcom CCDP -565- 6 9.255 15.641 0.67 1.81 0.000 0.000 28.29 0.00 0.00 42.00 120.0 2' Omni 1 9.255 15.641 1.00 0.30 0.000 0.000 4.69 0.00 0.00 5.00 120.0 GPS Unit 1 9.255 15.641 1.00 1.00 0.000 0.000 15.64 0.00 0.00 10.00 120.0 Antel BXA- 70063/8CF 3 9.255 15.641 0.78 24.97 0.000 0.000 390.51 0.00 0.00 72.00 3,604.06 3,329.30 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIAIEIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:10 Ph Page: 17 X Load Case: Twist/Sway 50.00 mph Wind with No Ice 24 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Linear Appurtenance Segment Forces Seg Top Eiev Exposed Length Weight CaAa qz (ft) Description To Wind (ft) (Ib /ft) (sf/ft) (psf) 10.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 6.400 10.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 6.400 15.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 6.400 15.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 6.400 20.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 6.400 20.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 6.400 25.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 6.400 25.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 6.400 30.00 (511 5/8" Coax Yes 5.00 4.10 0.40 6.400 30.00 (12) 1 5/8" Coax Yes 5.00 9.84 0.00 6.400 35.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 6.509 40.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 , 6.762 45.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 6.993 50.00 (5) 1 5/8" Coax Yes 5.00 4.10 0.40 7.207 55.00 (511 5/8" Coax Yes 5.00 4.10 0.40 7.406 57.nn (511 5 /R" C.nay VPs 2.nn 4_1n n.an 7.482 Dead F X Load (Ib) (Ib) 21.63 20.50 0.00 49.20 21.63 20.50 0.00 49.20 21.63 20.50 0.00 49.20 21.63 20.50 0.00 49.20 21.63 20.50 0.00 49.20 22.00 20.50 22.85 20.50 23.64 20.50 24.36 20.50 25.03 20.50 1n.12 R.20 Totals: 236.15 459.20 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:10 Ph Page: 18 X Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 24 Iterations Applied Segment Forces Summary Seg Elev (ft) Lateral Axial Torsion Moment FX ( -) FY ( -) MY MZ (Ib) (Ib) (lb-ft) (Ib -ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 57.00 60.00 65.00 7n.nn 75.00 80.00 85.00 90.00 95.00 100.0 101.0 105.0 110.0 115.0 120.0 Totals: 0.00 0.00 0.00 0.00 166.41 608.41 0.00 0.00 183.86 726.50 0.00 0.00 179.69 711.09 0.00 0.00 175.51 695.68 0.00 0.00 171.33 680.28 0.00 0.00 1,167.43 1,798.87 0.00 0.00 165.74 600.26 0.00 0.00 167.77 584.85 0.00 0.00 168.95 521.41 0.00 0.00 169.41 507.54 0.00 0.00 169.25 493.68 0.00 0.00 673.68 523.59 0.00 0.00 85.14 273.92 0.00 0.00 141.13 445.44 0.00 0.00 1RR.A7 431.57 n.nn n.nn 136.45 417.71 0.00 0.00 133.61 403.84 0.00 0.00 130.47 389.97 0.00 0.00 127.06 341.83 0.00 0.00 123.38 329.50 0.00 0.00 119.47 317.18 0.00 0.00 179.01 89.96 0.00 0.00 612.50 1.088.99 0.00 0.00 110.98 287.77 0.00 0.00 106.43 275.45 0.00 0.00 1,422.38 1,253.12 0.00 0.00 7,126.03 14,798.41 0.00 0.00 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (intft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions. Inc Y 5/26/2009 5:43:10 Ph Page: 19 X Load Case: Twist/Sway 50.00 mph Wind with No Ice 24 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (in) (in) (in) (deg) 0.00 -7.141 - 14.791 0.000 0.000 0.000 - 506:843 0.000 0.000 0.000 0.000 5.00 -7.003 - 14.169 0.000 0.000 0.000 - 471.140 -0.062 0.000 0.062 -0.116 10.00 -6.844 - 13.429 0.000 0.000 0.000 - 436.128 -0.247 0.000 0.247 -0.233 15.00 -6.686 - 12.705 0.000 0.000 0.000 - 401.910 -0.553 0.000 0.553 -0.349 20.00 -6.530 - 11.998 0.000 0.000 0.000 - 368.480 -0.980 0.000 0.980 -0.464 25.00 -6.375 - 11.306 0.000 0.000 0.000 - 335.831 -1.528 0.000 1.528 -0.579 30.00 -5.206 -9.510 0.000 0.000 0.000 - 303.958 -2.196 0.000 2.196 -0.693 35.00 -5.050 -8.902 0.000 0.000 0.000 - 277.927 -2.982 0.000 2.982 -0.805 40.00 -4.890 -8.310 0.000 0.000 0.000 -252.677 -3.885 0.000 3.885 -0.918 45.00 -4.728 -7.782 0.000 0.000 0.000 - 228.228 -4.906 0.000 4.906 -1.029 50.00 -4.564 -7.268 0.000 0.000 0.000 - 204.589 -6.050 0.000 6.050 -1.152 55.00 -4.395 -6.772 0.000 0.000 0.000 - 181.767 -7.321 0.000 7.321 -1.272 57.00 -3.716 -6.260 0.000 0.000 0.000 - 172.978 -7.864 0.000 7.864 -1.321 60.00 -3.634 -5.982 0.000 0.000 0.000 - 161.831 -8.717 0.000 8.717 -1.393 85.00 -3.493 - 5.533 0.000 0.000 0.000 - 143.660 - 10.240 0.000 10.240 -1.511 70.00 -3.353 -5.099 0.000 0.000 0.000 - 126.194 - 11.884 0.000 11.884 -1.626 75.00 -3.213 -4.679 0.000 0.000 0.000 - 109.432 - 13.647 0.000 13.647 -1.739 80.00 -3.075 -4.274 0.000 0.000 0.000 - 93.367 - 15.527 0.000 15.527 -1.848 85.00 -2.938 -3.883 0.000 0.000 0.000 - 77.993 - 17.519 0.000 17.519 -1.953 90.00 -2.806 -3.541 0.000 0.000 0.000 - 63.301 - 19.617 0.000 19.617 -2.050 95.00 -2.676 -3.212 0.000 0.000 0.000 - 49.273 - 21.819 0.000 21.819 -2.150 100.0 -2.547 -2.898 0.000 0.000 0.000 - 35.895 - 24.118 0.000 24.118 -2.237 101.0 -2.366 -2.813 0.000 0.000 0.000 - 33.349 - 24.588 0.000 24.588 -2.253 105.0 -1.712 -1.748 0.000 0.000 0.000 - 23.885 - 26.500 0.000 26.500 -2.308 110.0 -1.591 -1.464 0.000 0.000 0.000 - 15.323 - 28.948 0.000 28.948 -2.362 115.0 -1.474 -1.192 0.000 0.000 0.000 -7.369 - 31.443 0.000 31.443 -2.399 120.0 -1.422 0.000 0.000 0.000 0.000 0.000 - 33.964 0.000 33.964 -2.413 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y X 5/26/2009 5:43:10 Ph Page: 20 Load Case: Twist/Sway 50.00 mph Wind with No Ice 24 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.41 0.40 0.00 0.00 0.00 19.09 19.51 52.0 0.0 0.375 5.00 0.40 0.40 0.00 0.00 0.00 18.67 19.09 52.0 0.0 0.367 10.00 0.39 0.40 0.00 0.00 0.00 18.21 18.62 52.0 0.0 0.358 15.00 0.38 0.41 0.00 0.00 0.00 17.71 18.10 52.0 0.0 0.348 20.00 0.37 0.41 0.00 0.00 0.00 17.15 17.54 52.0 0.0 0.337 25.00 0.36 0.41 0.00 0.00 0.00 16.54 16.92 52.0 0.0 0.325 30.00 0.31 0.34 0.00 0.00 0.00 15.87 16.19 52.0 0.0 0.311 35.00 0.30 0.34 0.00 0.00 0.00 15.41 15.72 52.0 0.0 0.302 40.00 0.29 0.34 0.00 0.00 0.00 14.91 15.20 52.0 0.0 0.292 40.00 0.32 0.38 0.00 0.00 0.00 16.51 16.84 52.0 0.0 0.324 45.00 0.31 0.38 0.00 0.00 0.00 15.89 16.21 52.0 0.0 0.312 50.00 0.30 0.38 0.00 0.00 0.00 15.22 15.53 52.0 0.0 0.299 55.00 0.29 0.38 0.00 0.00 0.00 14.47 14.77 52.0 0.0 0.284 57.00 0.27 0.32 0.00 0.00 0.00 14.16 14.44 52.0 0.0 0.278 60.00 0.26 0.32 0.00 0.00 0.00 13.83 14.10 52.0 0.0 0.271 65.00 0.25 0.32 0.00 0.00 0.00 13.20 13.47 52.0 0.0 0.259 7n.nn 0.24 n.32 n.nn n.nn n.nn 12.51 12.77 52.0 0.0 n_245 75.00 0.23 0.32 0.00 0.00 0.00 11.74 11.98 52.0 0.0 0.230 80.00 0.22 0.32 0.00 0.00 0.00 10.87 11.11 52.0 0.0 0.214 85.00 0.21 0.32 0.00 0.00 0.00 9.90 10.12 52.0 0.0 0.195 85.00 0.23 0.36 0.00 0.00 0.00 11.08 11.33 52.0 0.0 0.218 90.00 0.22 0.36 0.00 0.00 0.00 9.83 10.08 52.0 0.0 0.194 95.00 0.21 0.36 0.00 0.00 0.00 8.40 8.64 52.0 0.0 0.166 100.00 0.20 0.36 0.00 0.00 0.00 6.75 6.98 52.0 0.0 0.134 101.00 0.20 0.33 0.00 0.00 0.00 6.40 6.62 52.0 0.0 0.127 105.00 0.13 0.25 0.00 0.00 0.00 4.98 5.13 52.0 0.0 0.099 110.00 0.11 0.25 0.00 0.00 0.00 3.56 3.70 52.0 0.0 0.071 115.00 0.10 0.24 0.00 0.00 0.00 1.92 2.06 52.0 0.0 0.040 120.00 0.00 0.25 0.00 0.00 0.00 0.00 0.43 52.0 0.0 0.008 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in /ft) Code: TIA/EIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:10 Ph Page: 21 X Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft -kips) (ft-kips) (ft-kips) (ksi) (ksi) (ft) Ratio No Ice 18.3 0.00 14.75 0.00 0.00 1295.86 49.25 52.0 0.00 0.947 Ice 15.0 0.00 18.97 0.00 0.00 1084.49 41.40 52.0 0.00 0.796 Twist/Sway 7.1 0.00 14.79 0.00 0.00 506.84 19.51 52.0 0.00 0.375 Pole : 83050 Location : Riverton, WA Height : 120.0 (ft) Shape : 12 Sides Base Dia : 36.30 (in) Top Dia : 14.70 (in) Taper : 0.180000 (in/ft) Code: TIAIEIA -222 Rev F Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 5/26/2009 5:43:10 P6 Page: 22 X Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip -ft) (kip) (kip) (kip -ft) (kip) (kip) Design % 1,222.00 14.20 17.50 1,295.86 18.97 18.28 106.04 Base Plate Allow Applied Yield Thick Width Poly Clip Len Effective Moment Stress Stress Stress (ksi) (in) (in) Style Sides (in) Len (in) (kip -in) (ksi) (ksi) Ratio 60.0 2.000 52.000 Polygon 12 0.00 14.590 494.77 59.99 50.87 0.85 Anchor Bolts Start - Compression - Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 44.10 08 2.25" 18J 2.25 75.00 100.00 Radial 0.00 0.0 178.68 194.98 0.92 173.94 194.98 0.89 Site Name: Riverton, WA Site Number: :83050., Engineer: SAW Date: 5/26/2009 Design Base Loads (Unfactored) Moment: 1295.9 k -ft Shear /Leg: 18.3 k Compression /Leg: 19.0 k Uplift/Leg: k Diameter of Caisson (d): Length of Caisson (I): Caisson Height Above Ground (h): Depth Below Ground Surface to Water Table (w): Unit Weight of Concrete: Unit Weight of Water: Tension Skin Friction /Compression Skin Friction: Allowable Compressive Bearing Pressure: Allowable Capacity Increase (Due to Transient Loads): Axial Capacities Allowable Skin Friction /Depth Depth (ft) Top Bottom Allowable Skin Friction (psf) Volume of Concrete: Weight of Concrete (Buoyancy Effect Considered): Skin Friction Resistance: Compressive Bearing Resistance: Allowable Uplift per Leg (FS on Concrete is 1.5): Allowable Compression per Leg: Uplift Design Load /Uplift Capacity: Compression Design Load /Compression Capacity: Lateral Capacity Lateral Bearing Pressure /Depth 6.0 ft 48.5 ft 0.5 ft 12.0 ft 150.0 pcf 62.4 pcf 1.00 10000.0 psf 1.00 Resistance per Depth (k) 1371.3 ft3 141.5 k 0.0 k 282.7 k 94.3 k 282.7 k 0.00 Result: OK 0.07 Result: OK Depth (ft) Ultimate Lateral Increment Ysoa Cohesion 1 Top Bottom Bearing Pressure (psf) (psf /ft) (pcf) (pcf) (degree) 0.0 2.0 0.0 85.0 85 0 2.0 12.0 170.0 85.0 85 0 12.0 28.0 1020.0 23.0 23 0 28.0 38.0 2831.0 77.5 38 20 38.0 45.0 6524.2 232.5 63 35 Total Lateral Resistance: Inflection Point (Below Ground Surface): Design Overturning Moment (At Inflection Point): Overturning Moment Capacity: OTM Capacity / Design OTM Factor of Safety: 653.6 k 37.8 ft 1995.2 k -ft 5172.4 k -ft 2.59 Result: OK Caisson Strength Capacity Concrete Compressive Strength (re): Vertical Steel Rebar Area: # of Vertical Steel Rebars: Vertical Steel Rebar Yield Strength (FO: Horizontal Tie / Stirrup Area: Horizontal Tie / Stirrup Spacing: Horizontal Tie / Stirrup Steet Yield Strength (FO: Rebar Cage Diameter: Wind Load Factor: Strength Bending/Tension Reduction Factor (Os): Strength Shear Reduction Factor (0v): Strength Compression Reduction Factor (4)v): Steel Elastic Modulus: Maximum Allowable Strain in Rebar: Design Moment (M„): Nominal Moment Capacity (43M„): M„ /4BM„: Design Shear (Vu): Nominal Shear Capacity (4vV„ ): Vu/4VVn: Design Tension (T„): Nominal Tension Capacity (4)T-r„ ): T„ /4h-TO: Design Compression (P„): Nominal Compression Capacity (4pP„ ): PApPn: Bending Reinforcement Ratio: 3000 psi 1.27 in2 48 Minimum # of vertical rebar met 60 ksi 0.20 in2 18.0 in 60 ksi 60:0 in 1.30 ACI318 -005 - 9.2.1 0.90 AC1318 -005 - 9.3.2.1 0.75 AC1318 -005 - 9.3.2.3 0:65 AC1318 -005 - 9.3.2.2 .29000 ksi 0.004 AC1318 -005 - 10.3.5 2347.5 k -ft 7497.0 k -ft - ACI318 -005 - 10.2 0.31 Result: OK 161.4 k 409.9 k - AC1318 -005 - 11.3.1.1 or 11.5.7.2 0.39 Result: OK 0.0 k 3291.8 k - AC1318 -005 - 10.2 0.00 Result: OK 24.7 k 6647.5 k - AC1318 -005 - 10.3.6.2 0.00 Result: OK 0.015 Reinforcement Ratio is Satisfactory - ACI318- 005 - 10.5.1 RZARITTENHOUSE -ZEMAN & ASSOCIATES, INC. Geotechnical & Envfronniental Consultants 1400140th Avenue N. E. 0.150.1% Bellevue, 1hshington 98005-4594 (206) 746 - 8020 /FAX (206) 746 -6364 8 July 1991 U.S. West NewVector 3350 161st Avenue S.E. Bellevue, Washington 98008 Attention: Mr. Ray Ancel GEO RECEIVEb „JUL 1 5 1991 C04=TeIJCTtON DEPT. [OP 801.1? Subject: Limited Geotechnical Evaluation and Subsurface Exploration Proposed Sea- Riverton 2 Communications Tower 13130 44th Avenue South Tukwila, Washington Gentlemen: W -7687 This letter report presents the results of our limited geotechnical engineering evaluation and subsurface exploration conducted for the above referenced . project. Verbal authorization to proceed with this study was granted by Mr. Peter Stricke' of Jean Fraley Architects on 18 June 1991. This report has been prepared in accordance with generally accepted geotechnical engineering practices for the exclusive use of U.S. West NewVector Group and their agents for specific application to this project. SITE AND PROJECT DESCRIPTION The proposed site is located at 13130 44th Avenue South in Tukwila, Washington. The site is currently occupied by Clark Construction Company. The topography across the site is essentially flat due to site grading and placement of undocumented fill soils on portions of the site which includes the project site. We understand that the proposed design calls for a 120 foot high monopole transmission tower to be built on the site. A small equipment building is to be built relatively close to the monopole. At the time of writing this report, a generalized site plan had been supplied to us. Therefore, the site plan in this report should be considered accurate to the degree implied. U.S. West NewVector 8 July 1991 SUBSURFACE EXPLORATION AND CONDITIONS . A single exploratory boring was accomplished to a depth of approximately 48 feet on 22 June 1991 by an exploration drilling company under subcontract to our firm. The ground surface was very soft at the proposed tower location and our exploration .was performed as close to the proposed tower location as possible without losing support for the drill rig. The approximate location of boring B -1 is presented on Figure 1, Site and Exploration Plan. The boring operation consisted of advancing a 4-inch inside diameter hollow -stem auger from a truck- mounted dull rig. The boring was continuously observed and logged by a geotechnical engineer from our firm. During the drilling, soil samples were obtained at 5 foot intervals. The samples were obtained using the Standard Penetration Test procedure, as described in ASTM:D 1585. Sal samples were obtained during the drilling and were taken to our laboratory for further visual classification and possible laboratory testing. An interpretive log of this boring, describing subsurface conditions, is presented at the end of this report. The soils disclosed by our boring consisted of approximately 4 feet of loose, moist to wet, silty sand fill underlain by native soils. The native soil sequence beneath the fill consisted of marine and slack water deposits over glacially deposited soils. Underlying the loose, silty sand /sandy silt fill, approximately 4 feet of very loose silty sand and very soft silty clay /clayey silt was encountered over approximately 3 feet of fibrous peat. The peat was encountered between approximately 8 to 11 feet beneath the existing ground surface. Beneath the peat, approximately 14 feet of interbedded very loose silty sand and very soft sandy silty clay was encountered. The soils were so soft that the drilling rods sunk through the soil by their own weight during sampling. At approximately 25 feet beneath the existing ground surface the soils graded from very loose to medium dense. At approximately 38 feet the soils graded from medium dense to very dense. Soils beneath 25. feet typically consisted of silty sand, gravelly silty sand, and gravelly sandy silt. At the time of drilling, groundwater was encountered at a depth of approximately 13 feet. It is our opinion that, given enough time, groundwater levels would have risen closer to the ground surface. Subsurface seepage volumes and groundwater levels should be anticipated to vary with season, precipitation, site usage, and other factors. • U.S. West NewVector 8 July 1991 CONCLUSIONS AND RECOMMENDATIONS . The proposed project consists of constructing a 120 -foot high monopole communications tower and equipment bulding in Tukwila, Washington. Subsurface conditions disclosed by our boring are considered marginally feasible, but difficult for the proposed project utilizing either deep or mat foundations, or a combination of the two foundation systems. Special foundation considerations must be addressed with respect to the subsurface conditions encountered.. We understand a mat foundation can possibly be utilized where deep deposits of relatively loose, saturated soils are present. To provide overturning resistance, the mat foundation for the tower could also include a deep foundation system such as augercast piles or drilled piers. Overexcavation and replacement of the undocumented fill, very soft clay and peat does not appear feasible due to the vertical extent at which these soils occur (25 feet deep). .1t is our opinion that the equipment building should can be constructed directly upon the shallow existing site fill soils. We recommend that the upper one foot of existing fill be compacted to a minimum of 90 percent of its modified Proctor maximum dry density according to ASTM:D 1557. If 90 percent compaction cannot be achieved, we recommend placing a minimum one foot thick layer of imported, compacted, structural : fill over the existing soils. The structural fill should be compacted as recommended above. It should be noted that some settlement will occur beneath the equipment building in either case due to the soft soils and peat in the upper 25 feet. Precautionary methods could be taken to provide for releveling of the building as settlement occurs. Connections between the building and tower should be flexible enough .to accommodate this . anticipated settlement. To expedite earthwork, we recommend using a clean granular fill. We recommend clean granular fill contain less than 5 percent fines by weight for that portion of the sample passing the U.S. No. 4 sieve. We recommend utilizing an allowable bearing pressure of 1000 pounds per square foot for the equipment building. This value may be increased by up to one -third to accommodate transient Toads such as wind or seismic forces. We estimate total settlement on the order of 1 to 3 inches, with differential settlements on the order of one- half of the total for the equipment building. `` U.S. West NewVector V1F768T: . • 8 July 1991 Page 4 For the tower mat foundation, the 'footing width" will be much greater, and will therefore produce compression of a much greater thickness of underlying soils. For a rough estimation of total settlement we would assume a modulus of elasticity (Es) of 8,000 pounds per square foot (psf) for soils within a depth equal to one -half the width of the mat foundation. Total settlement would be calculated from: S = q(net) * B /2Es where S = total settlement (feet); q(net) = net bearing pressure (psf); and B = width of mat foundation (feet). The actual settlement will depend upon the rigidity of the mat foundation and the eccentricity of the loading. We can provide more detailed settlement estimates for a particular case of loading, if required. Piles should be constructed to a depth of at least 45 feet. Vertical bearing capacity for augercast piles should be designed neglecting the upper 25 feet as this will provide only minimal resistance. in fact, over time the soils and peat in the upper 25 feet should be expected to consolidate and thus create downdrag Toads on that portion of the pile. For - • - - U.S. West NewVector 8.July 1991 W -7687 Page 5 an 18 -inch diameter, reinforced augercast piles embedded at least 48 feet deep, a maximum allowable bearing capacity of 60 tons per pile can be used for design. Uplift capacities can be provided by a combination of downdrag forces and side friction. Ultimate uplift capacities of 30 tons can be assumed for short -term seismic uplift. Based on preliminary calculations, and our understanding of typical base shear forces and moments, it appears that augercast piles may not have enough lateral capacity to limit lateral deflections. If necessary, we can provide lateral capacities for given conditions, load and allowable deflection.. Lateral capacity could be provided . by installing these piles on a batter, typically no steeper than 1 H:4V. Drilled piers may be considered for this project as well. However, the piers will be relatively long and the upper 25 to 30 feet (or more will require casing due to the soft soils, peat and groundwater encountered. Additionally, the shaft may require pumping of groundwater prior to pouring concrete. If not fully dewatered, concrete would need to be tremied into place. We recommend using the following values for end bearing capacity of drilled piers: Depth Allowable End Bearing(tsf) 25-35 feet 1.0 D/g 35-48 feet 4.7 D/g Where 0 is the depth of embedment into the bearing layer in feet and B is the diameter of the pier in feet. For frictional resistance, acting both downward and in uplift, we recommend using the following values: Embedment Depth Allowable Skin Friction (tsf) 25 -35 feet .10 35 -48 feet .33 For lateral pressures, we assume the piers will be relatively rigid due to the anticipated large diameter and will act as a pole. The interaction between a pole and the soil is complex and may be modeled by elastic methods. The passive pressure approach U.S. West NewVector 8 July 1991 W -7687 Page 6 presented herein is more straightforward and is conservative by neglecting redistribution of vertical stress and shear at the pile bottom and below the point of fixity, which would likely serve to resist lateral loads. Therefore, for soils between 4 and 25 feet, we recommend using an allowable passive pressure of 50 pounds per cubic foot (expressed as an equivalent fluid unit weight), acting over 2 pile diameters wide by 8 pile diameters deep, neglecting the uppermost 4 feet of embedment below the ground surface. For soils below 25 feet, we recommend using a maximum allowable passive earth pressure of 300 pcf acting over 2 pile diameters wide by 8 pile diameters deep. The factor of safety with respect to ultimate allowable passive pressure is greater than 1.5, which is a commonly applied to transient wind or seismic loads. We appreciate being of continued service to you on these communication tower projects. We would be available to review your final foundation designs using the above parameters or to refine these recommendations based on specific design parameters as well as to provide construction observation services. Should you have any questions or comments regarding this report or other aspects of the project please do not hesitate to call us at your earliest convenience. Respectfully submitted, RITTENHOUSE -ZEMAN & ASSOCIATES, INC. �1. Thomas A. Jones Project Engineer James S. Dran Associate Enclosure: Figure 1, the Site and Exploration Plan cc: Mr. Peter Stricker /Jean Fraley Architects • • FENCE PROPOSED EQUIPMENT BUILDING PROPOSED 'QOA\, B-1 \ 0' MONOPOLE �C� x LEGEND . B-1 INDICATES BORING NUMBER AND APPROXIMATE LOCATION U.S. WEST NEWVECTOR GROUP SEARIVERTON 2 TUKWILA. WASHINGTON SITE & EXPLORATION PLAN W.Q. W -7687 BY TAJ DATE JUL 1991 SCALE N.T_S. FIGURE 1 81TTENNOU$E- ZEMAN &ASSOCI4TES. INC. ty Oeo:e hnkal & Environmental Caawhmue 140014thdhows N.E. Bellevue. Wishingew 98001 t• li * - 20 Very loose, we/ brown, silly SAND - -1 Very soft; we% brown, liberal's PEAT wigh roots I of /wigs - Inlerbedded loose solurc /eo block - brown say fine SAND and very soft, wet, /on grey, clayey Si %silty CLAY Very soli, we/ to so /uroteo: grey. son* silly CLA - 25 - 30 Interbedded, very soft, wet to so/ured, grey, sondy s/7 /7 CLAY and sty SAND with some CLAYgrod/ng /o very /oosS silly SAND wi7h some c /o) /race she // fragments grad kg to medium dense, wet to saluted. grey, .s8ty SAND with shell fragments (Con1/nued) S -1 S_3 ATD -4 S -5 —6 STANDARD PENETRATION RESISTANCE I . E. pa fool 10 20 30 40 30 , I2 —Inch OD split — spoon sample LEGEND Groundwater level 7iiir at lime of drilling 0 10 I Plastic limit 20 30 40 MOISTURE RZA Drilling started: 22 June 1991 Drilling completed: 22 June 1991 so nE CONTENT I Natural liquid limit 7BNIIOUSS- ZEAr4N k ASS0C147E% INC. Ceotcchn/ce/ cp Aiviramnenle/ Consuleenes 1400 140th Are NB Bellevue. rash/neon 98005 Logged by: TA/ PROJECT U.S. /Pest SeaRlverion 2 w.O. A' -7587 BORING NO. B -1 30 SOIL DESCRIPTION Approximate ground surface elevation: 151 /eel Z D as U � STANDARD PENETRATION RESISTANCE to ABlows per foot 20 30 40 50 - 35 - -40 - -45 - SAND os above Very dense. moist, grey grove s/7/y S4N0/ grove& sonoy SILT (clock/ BB) Dense wel grey, grove //y silly SAND with some cloy 1 - 50 - - 55 - - 60 Boring lermesled of oppproxemo %Ij' 48' 1 S -7 . 5 -8• l S -9, S -10 Oversl4le • 2 —inch OD split - spoon sample LEGEND Groundwater level .'o at time of drilling 10 20 30 40 so MOISTURE CONTENT. P ostie limit RZA o4d Natural Liquid limit R/TI NHOUSE -ZEUAN d' ASSOCIATES. /NC Ceolechuical k Environmental CoosullanLr 1900 14016 Ave NE Bellevue. Yeshinglon .88003 Drilling started: 22 June 1.991 Drilling completed: 22 June 1991 Logged by: TAJ - 1 1.: .. ;!: PATE RECEIVED DEC '6 1991 IRALEYIHOLSMAN 011111niu„n QO DF WAS4i..<�- t • :co .If.-' 0 ..0: z '�OT 9 V Pep : ' et PROJEGT'�' JOB NO • DESIGN CALCULATIONS 120' MONOPOLE TOWER & FOUNDATION SEA RIVERTON jite , :- Tukwila Washington • For NOV 2 71991 US WEST/NEWVECTOR GROUP, INC. Bellevue Washington PROJECT #910088 WASHINGTON SITE SEA - Riverton Prepared By: E. MARK MALOUF, PE Sr. Project Engineer Approved By: ROBERT C. HALL, JR. Registered Professional Engineer Washington #16628 November 25, 1991 !i'� I DEC ; 1 1991 CITY Os Tu'r'f,iLA PL; �M UNG DEPT. ALPHA TOWER DESIGN INC ENGINEERING CONSULTANTS 901 WATERFALL WAY SUITE 203 RICHARDSON TEXAS 75080 1 DESIGN CALCULATIONS tIM Sheet j fJ MONOPOLE CALCULATIONS • •ge�oaa., Richardson, Texas, (214) 783- 2578:L. •saarn»rca NGIID.ITQI t1O'1OPOJ.E ELEVATION MONOPOLE DESIGN' REVIEW SITE : SEA - Riverton, Tukwila, WA. JOB#: 910088 Monopole Height : 120 Ft LOADING CALCULATIONS From the 1988 UBC Code, and for this site we have: Basic Wind Speed = 90 Mph Exposure = 'C' Ice Thick = 0.50In Cc := 1.8 • (Table 23G) Cq := 1.1 (Table 23H) qs := 21.0 Psf (Table 23F) I := 1.0 The Design Wind Pressure is given by: p := Ce -Cq -qs •I (Eq. 11.1) D = 41.6 Psf •; Use P := 42.0 Psf Determine Concentrated Force at Top: Antennas: (3) ALP 6014 0118' (30.7 sf) (1) 2'HP ant 0.118' (4.4 sf) (6) ALP 9214 075''(92.3 sf). Then: A1= 30.7 +4.4,= 35.1 sf ; A2 =92.3 sf Aproj 1 :- 35.1Sf Aproj2 :- 92.30 Sf F1 := P•Aproji F2 := P•Aproj2 F1 = 1474.2 Lbs F2 = 3876.6 Lbs Determine Base Reactions from Wind Loads: I. OVERTURNING MOMENT: H := 120.0 ft - Monopole Ht ODb := 36.3 in - Dia @ Base ODt := 15.75 in - Dia ® Top MOM :- F1 •H +F2 •(75) +I H• (0Db +1) +(0Dt +1) 1 Pl H 2 12 J 2 MOM = 1.1.106 ft -Ibs Using EIA RS222E requirements, the base OT Moment controls over UBC requirements. Refer to computer printout for details. Use Mom := 1222. ft-K - Overturning Moment Base (per Valmont) Jnc. , Richardson, Texas, (214) 783 - 2578:x;;; 11. HORIZONTAL BASE SHEAR: Ph := F1 +F2 +I H- (ODb +1;2 (ODt +l) P I Ph = 16701.3 Lbs Using EIA RS222E requirements, the base Shear controls over UBC requirements. Refer to computer printout for details. Use Phz := 17.5 Kips - Horiz Shear (per Valmont) III. VERTICAL LOAD; Use • Pvt := 14.2 . Kips - Vertical Load (per Valmont) From 1988 UBC, the site is in Seismic Zone 3, Then we have: Z := 0.300 I := 1.00 C := 2.75 Rw:= ,4.O-"• W := Pvt (Table 231) (Max Value) (Table 23Q) Determining the Total Lateral Seismic Force, the Seismic Base Shear is given by: Z -I•C V := Rw (Eq. 12 -1) V = 2.9 Kips - Seismic Base Shear From above calculations, the Wind Loads Control - USE WIND LOAD REACTIONS FOR MONOPOLE DESIGN CHECK The Monopole is analyzed for the above loading. Refer to the following sheet for more details on analysis results. #, &, ,et.,. Richardson, Texas 214 - 783 -2578 MONOPOLE ANALYSIS: MONOPOLE HEIGHT: 120 FT - Valmont sae LOCATION SEA - RIVERTON, Tukwila, Washington CLJENT NAME US West / NewVector . • JOB NUMBER #91 0088 Sheet_lof� By : MM Program Description: The monopole is modeled for the computer analysis as a uniform cantilevered beam with a fixed support. Monopole is divided into 5' element members and antennae are applied as concentrated loads. The analysis is done in conformance with EIA l S222E Standard. Specifications / Code Requirements: Basic Wind Velocity Specified: 90.00 Mph "Control Ice Thickness : 0.50 Inch UBC-88 Code Wind Velocity : 80.00 Mph Antenna Loading : 1 -2' Dia HP Ant 0118' 3-ALP 6014 Ants on T -Arm 0118' 6- ALP9214 Ants on 2 -T -Arm 075' Monopole Characteristics: Pole Height : 120.00 Ft Pole Taper : - 0.1800 in/ft Pole Weight : 10.40 Kips Base Diameter : 36.30 Inch Steel Yield Strength : 65.00 Ksi Pole Shape : 12sided Summary of Analysis : Proj Area . 4.40 Sq.Ft Proj Area= 30.70 Sq.Ft Proj Area= . 92.30 Sq.FI MOMENT 0 BASE - 1316.11 Ft -Kips SHEAR 0 BASE - 17.06 Kips VERT WT OBASE - 14.56 Kips MAX STRESS RATIO = 1.198 Less Than 1.33 - SATISFACTORY • .• • .•• .• • . . . • • . . • 4k1 3 oup2A, Sedr, 3no. Richardson, Texas 214-783-2578 MONOPOLE ANALYSIS: (Continued) MONOPOLE HEIGHT: 120 FT - Valmont SITE LOCATION : SEA - RIVERTON, Tukwila, Washington JOB NUMBER #91 0088 Monopole Wind Loading: Sheet ofTE By : MM Memb # ropElev Thick oz. O.D.ice Kz C C f shear. Mom Ft In In In Kips ft-K 24t11409.1i, '0250 1470 11:-;.4.53: 23 115.00 0.250 15.60 16.60 1.429 148.8 1.027 2.17 11. 22, 110 00 0250 16 tb,"A 7.50 21 105.00 0.250 17.40 18.40 1.392 162.8 1.027 2.89 38. 20 . 0250 1830 1930 1q96 1027 328 5I 19 95.00 0.250 15.60 16.60. 1.353 144.8 .1.027 3.68 73. 18 9000 0250 1650 175Q 1 332 151 5 1 027 401 .93 17 85.00 0.281 17.40 18.40 1.311 158.0 1.027 4.36 115. 16 80 0O 0281 18 30 19 30 1 288 164 3 1 027 4 72 138 15 75.00 0.281 19.20 20.20 1.265 170.4 1.027 9.83 300. 14 7000 0281 2370 : 2410 1240 2063 1027 1021 351 13 65.00 0.281 24.60 25.60 . 1.214 211.5 1.027 10.67 404. 12 6000 0281 2550 2650 1186 2165 1027 44: 414 11 55.00 0.281 26.40 27.40 1.157 221.1 1.027 11.61 518. , 27.0 28.30 1.1 • 12.08 578. 9 45.00 0.281 28.20 29.20 1.093 228.9 1.027 12.56 641. 40.,00 0.313 26.10 30.10 1.057 232.0 1:027. 13:04 Page 2 Monopole Wind Loading :(Continuedl Sheet.ZofJ Memb #ropElev Thick Q.D. ,O.D.Ice Ft In In In Kz C f Shear* Mom Kips ft-K 7 35.00 0.313 30.00 31.00 1.017 .234.5 1.027 13.51 774 6 ° X30 OQ 0 .31S!,730.40 31 904 M 1 000 '239.3 1 027 :).3.6 , 844. 25.00 0.313 31.80 32.80 1.000 246.0 1.027 14.47 916. 4 w2 991;, 259.5 1.027 15.46 1068. :3 15.00 0.313 33.60 34.60 1.000 33z';X 34 50 35 50; 5.00 0.313 35.40 36.40 1.000 • `3636 , . 37 30°:. 000 273.0 ' 1.027 16.51 1231. X79:8 1.027 � ' 17 06 "£x ,1316: • Horiz Wind Shear is calculated per ElA RS222E sect 2.3.2 Page 3 41L0, ,7002 , Sear, J %o. Richardson, Texas 214-783-2578 MONOPOLE ANALYSIS: (Continued) MONOPOLE HEIGHT: SITE LOCATION JOB NUMBER 120 FT - Valmont SEA - RIVERTON, Tukwila, Washington #910088 Monopole Wind Loading: Sheetotl(Q By : MM Memb #ropElev Thick O.D. I.D. Mom Ft In In In In4 ft-K M/S Fb* Ratio Ksi 24 120.00 0.250 14.70 14.20 23, ° 1M5 OQ zQ 250; ` 15 60 15i0'� • 22_110.00 0.250 16.50 16.00 _ .1.. 20 . . 00 00 0.250 1 8.30 17.80 60 15'10 18 90 00 0 250 16.50 1600 y >r 7h.06 o `2Y Wi 76i l 1�'.:z$SOOs;a281` 1740` =1684 16 80.00 0.281 18.30 17.74 �M 281 19 20 , 1'8 64 14 70.00 0. 3 65 00 0 281 24 60 24 04 • 12 60.00 0.281 25.50 24.94 40.3 <.13 ... ?.856 1,:85 ° O 608 51.1 w 2 3 5.511 41.85 0.132 56 9 yM� t38 7 994 41 85 67161 63.1 • 54. 10 32 8 45'5' 61.1 93. 21.792 41.85 0.521 63 7 r 1 i s 21.580 23.475 • 41.85 0.247 'a .73 r 19 157 X41 85 0 458 70.6 138. 77 9 300 46194 >41 85 1 104 119.7 351. 345‘6.511689604 41.85 0.841 129.2: 566 35.180 '41.85 0 89.8 139.0 460. 39.727 41.85 0.949 5 ,'41 85 0 5 #6 41.85 0.561 Page 4 •.; 441 &WA &Ai t9no. Monopole Wind Loading:(Continued) • Sheetipta By : MM • . Memb #TopElel, Thick O.D. 1.D. _a Mom M/S Fb* Ratio' Ft In In In In4 ft-K Ksi 11 55.00 0.281 26.40 25.84 149.1 • . 518. 41.692 41.85 0.996 10 "'AY50:00% u 2674 159 6 578 43 489 • 41 ts 4'038 • 9 45.00 0.281 28.20 27.64 170.5 641. 45.137 .41.85 1.079 • A- - • < .<•,••• ruvi, a - -4croizt-to ala'4 '2'§* 48' 29,1 2; 706 -12 8 co: 7 35.00 0.313 30.00 29.38 214.1 774. 43.384 41.85 . 1.037 %A. ...or r•,....%•tod•/.:,.....,!....k• • 5 25.00 0.313 31.80 31.18 241.0 916. 45.627 41.85 1.090 \ 15.00 0.313 33.60 32.98 269.5 • 1068. • '47.578 41.85 1.137 r • my:. •c: , q.:2, • 00., 0 313 50/ 33;88..4, g84;a:iii1,48.•:,48:168.,44i.41:85.,d1:158 1 5.00 0.313 35.40 34.78 299.5 1231. .49.311 41.85 :1.178 ..;*••••,;....).ro.•••••••••• ;:av•••••••4 ,O8 1 .1 1 . „ • „„ ' 13 • •to=;.., Allowable Stress Is calculated per ElA RS222E Table 5 Page 5 .... • . 7a., : Richardson, Texas. (214) 783 -2578 ,A,44-„ -, ANCHOR BOLTS CHECK: (8) 2.25' x 119" anchor Bolts A616 @ '44:1" Bolt Circle,. then: 12 Fcpl := Mom. 44.1.0.75 -3 Anchor Bolt Capacity is: AB cap 3.976 •.8.0.6.75.1.33 AB cap = 190.4 Kips Tensii AB cap >Fcpl OKl Fy := 75 Ksi - Steel Bolts Modified Basic Development Length is: j l l ,,1 ;. :...Ld := 10.8•[ 2 Fy ,,,; Allowable Bond Stress is S := 1.33.0.6.8 Fy•1000 tress . 2.25 .71-1, . . J Requ'd Development Length: L := F 1. 1000 +9.25 ,. •S tress Ldreq = 53.9 in < Ld Provided =119 in Fcpl = 147.8 Kips fc _ := 3000. Psi - .Concrete .= 468.4 Psi..: From the analysis. THE MONOPOLE IS SATISFACTORY FOR THE PROPOSED LOADING, SheetjLofJ FOUNDATION CALCULATIONS •-.:. Richardson, ,Texas, (214) 783 -2578 FOUNDATION DESIGN: From ab ove calculations, the Wind Loads Control - USE WIND LOAD REACTIONS FOR FOUNDATION DESIGN. • SOIL PARAMETERS The Soil parameters are based on Geotechnical Report prepared by Rittenhouse -Zeman & Assoc..,Inc, dated July 8, 1991,with the following aliowabies: Allowable Bearing Capacity: clan := 20.3 Ksf -.® 48' -0" depth or lower based on 4.7D/B in tsf Ppai := 100.0 Psf / ft depth Allowable Passive Pressure ( for . 4' -25' depth). - Pp a2 := 600.0 Psf / ft depth Allowable Passive Pressure ( from 25' depth or lower). FOUNDATION BASE REACTIONS : "'' From the monopole analysis, the base reactions are as follows: Mom = 1222 ft-K - Overturning Moment Base (per Valmont) Phz = 17.5 Kips - Horiz Shear (per Valmont) Pvt = 14.2 Kips - Vertical Load (per Valmont) PIER DESIGN Design pier as a RIGID PIER. . From Base reactions, Lateral Resistance will control design. For ease Of fit of the Monopole base, Use a 6'4311 Dia Pier. We have the Following: (refer to figure) Ph := Phz 1000 Lbs - Horiz Shear Ht of Load phz Application A 48.0 ft - Depth of Pier d 6.0 ft - Dia. of Pier - The Maximum Lateral Pressure is given by 12-Ph -c 6 -Ph S1 A2 d Ad Ref: Transmission Structures (NAVFAC) Rigid Mee - Concrete Footings Formula 103-077 Then: Si = 1432.9 Psf We have the following: b2 -Ph-(A +2 -c) := 2 -Ph +S1 •A-d Then: a := A - b a2 • S1 S2 :- 4 .A • b 1000 Pbrg := Pvt d2 n 4 b = 14.7 ft a = 33.3 ft S2 = 559.5 Psf Pbrg = 502.2 Psf • .. Yam-Asir, A., Richardson, Texas, (214) 783- 2578 :..' Checking Against Allowable Soil Pressures, we have: @ Depth a/2: • S2 = 559.5 Psf • Ppl' -Peal [2 41 Ppl = 1262.5 Psf > S2 - OK @ Depth A S 1 = 1432.9 Psf Pp2 PPal 21 +Ppa2 •(A- 25) Pp2 = 15900 Psf > S1 - OK Bc .» Pbrg - Ok From Above calculations, PIER CONFIGURATION IS SATISFACTORY USE 6' -O" Dia X 48' 4" Drilled Pier Z �. &., Richardson, Texas, (214) 783 -2578 PIER REINFORCEMENT „.qtamaga,e. The Maximum Moment in the Pier is given by: SO.T OaOa TOG AN KKR 111- RvATiON • MINN DI.. 104 SECTION 's YOU. CNC M := Ph•c +a 1000 M = 1812.64ft -K Using a 48 Bar pattern for reinforcement, and the simplifying assumptions as shown in figure, we have the following: al := 1.65 dl := 64.0in For #10 Bars: AblO := l in^2 The Resisting Moment is given by: Mr := 17•Ab10-a1 •d1 For #10 Bars: Mr = 2279.9ft-K For #9 Bars: Ab9 := 1.00 inA2 The Resisting Moment is given by: Mr := 17-Ab9=al•dl Mr = 1795.2 ft-K USE (48) #10 Vert. Bars 0 5' -6" Dia. SEE ALSO COMPUTER PROGRAM FOR STEEL REINFORCEMENT DESIGN. TIE SPACING: Using #4 Ties, From UBC -88, sect. 2607.3.B, seismic Zone 3 : Tie Spacing Top & Bot: Min ( 8 Db, 24 Dt, 0.5 D ) = 10 in Length Requ: Max(1 /6 A, D)= 6 ft Remaining Length, Tie Spacing: Min (16Db, 48Dt, 1/2D) = 20 in AR PIM lLIY.POI TO 0.04 W USE #4 Ties 0 9 "O.C. for Top & Bot 6'0" & @ 18" O.C. for remaining Length ALPHA TOWER DESIGN, Inc P I E R F O U N D A T I O N D E S I G N 120' MONOPOLE, RIVERTON, TUKWILA, WA - 910088 SINGLE PIER FOUNDATION * * * D E S I G N DATA* * * LOAD HORIZONTAL SHEAR UPLIFT FIXED END MOMENT ALLOWABLE SOIL PRESSURE ALLOW SOIL PASSIVE PRESSURE, @TOP ALLOW SOIL PASSIVE PRESSURE, @BOT ALLOWABLE CONCRETE STRESS ALLOWABLE STEEL STRESS 14.22 KIPS = 17.49 KIPS .00 KIPS = 1222.50 FOOT KIPS 15.00 = 100.00 = 600.00 • 3.00 • 33.75 KIPS PER SQUARE FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT KIPS PER SQUARE INCH KIPS PER SQUARE INCH * * * P I E R DESIGN * ** THE FOLLOWING STATEMENTS INDICATE THE CONDITIONS WHICH DETERMINE THE DESIGN CONFIGURATION: BELL DIAMETER DETERMINED BY INPUT SHAFT DIAMETER DETERMINED BY INPUT PIER DEPTH DETERMINED BY INPUT UPLIFT DETERMINED USING 30' EARTH CONE METHOD PIER STEEL DETERMINED BY COLUMN TENSION, CONTROLS DEPTH PIER DIAMETER SHAFT DIAMETER BELL PIER BAR SIZE NUMBER = NUMBER BARS IN PIER = VERTICAL STEEL TIE SIZE VERTICAL STEEL TIE SPACING VERTICAL STEEL TIE SPACING CONCRETE COVERAGE REQUIRED SOIL BEARING PRESSURE ALLOWABLE SOIL BEARING PRESSURE 48.00 FEET 72.00 INCHES 6.00 FEET 10 BAR SIZE 48 CIRCULAR BAR PATTERN 4 BAR SIZE 10. IN OC - TOP &BOT 6.00 FT 20. IN OC - REMAINING LENGTH 3.00 IN CLEAR OVER VERT BARS -ACI • 7.70 • 15.00 SHAFT SOIL PRESSURE UPPER,S2 = .56 ALLOWABLE SHAFT PRESSURE UPPER = 1.66 SHAFT SOIL PRESSURE LOWER,S1 = ALLOWABLE SHAFT PRESSURE LOWER = 15.00 KIPS PER SQUARE FOOT KIPS PER SQUARE FOOT KIPS PER SQUARE FOOT KIPS PER SQUARE FOOT 1.43 KIPS PER SQUARE FOOT PIER CONCRETE STRESS ALLOWABLE CONCRETE STRESS KIPS SQUARE FOOT 1.00 KIPS PER SQUARE INCH 1.35 KIPS PER SQUARE INCH UPLIFT ALLOWABLE LOAD = 2656.12 KIPS CONCRETE VOLUME TOTAL ALL FOOTINGS = PIER VERT STEEL WEIGHT /FOOTING = PIER STIRUP STEEL WEIGHT /FOOTING = 50.27 9862.31 363.76 CUBIC YARDS POUNDS POUNDS i • CITY OF TUKWILA Department of Community Development 6300 Southcenler Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665° E -mail: tukplan @ci.tukwila.wa us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHENGTON 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. SS l dge\ fl n Orates is ficcert moat) (k- t2!}t piq arie '(he o (I?0.1107c� 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers contractors or other representatives the right to enter upon Owner's real property, located at l$ 134 (t(4h (U E & &1 (o W &8 ' 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 loss 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 •Be1(QV(t (city), 04' (state), on (Print Name) &5q6 Q 66. (Address) (5) k (Phone Number) ,2009 &I16 46, 14 15,t7 (Signature) On this day personally appeared before me {/1 ' J U (js to me known to be the individual who executed the foregoing instrument and acknowledged that he signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCR,3ORE ME ON THIS aril DAY OF VHA I NGEN NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES SEPTEMBER 29, 2011 Auger NOTARY PUBLIC a and for the S ' of Washington 4 ,2049 residing at Ee1(e- U.Q � Oft I My Commission expires on 0 T ( ' O/i • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us RECEPOD AUG 2 4 2009 COMMUNITY DEVELOPMENT WIRELESS TELE- COMMUNICATION FACILITIES NAME OF PROJECT/DEVELOPMENT: Clearwire - WA- SEA2559W08.1 ATC Southgate Park LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 13130 44th Avenue South LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 7349200345 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 Bellevue, WA 98007 Phone: (4` 5) 274 -4444 ext. 114 FAX: (425) 274 -4449 E -mail: Signature: Date: 08 -o4 -c APPLICATION FOR STAFF USE ONLY Permits Plus Type P -WCF Planner: File Number: LOCI 94 `S 3 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Clearwire - WA- SEA2559W08.1 ATC Southgate Park LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 13130 44th Avenue South LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 7349200345 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 Bellevue, WA 98007 Phone: (4` 5) 274 -4444 ext. 114 FAX: (425) 274 -4449 E -mail: Signature: Date: 08 -o4 -c 13130 44th Avenue A South Water Course 2 --1°1 2pipe 3 .1.111154111 3 p ipe 4 MM. 4pipe Buffer2 Buffer3 Buffer4 --- Wetlands 2 3 I Buffer 1 Buffer2 Buffer3 Potential Wetlands Potential Wetlands Landslide 2 3 4 Image Overlay Search Results Transportation Interstates Freeways US Highways State-Local Highways Major Roads Local Roads Alleys / Dead Ends _ Other Roads Railroads Railroads County Counties State 54 CityGIS Copyriciht © 2006 All RiciPts. Reserved_ 1he information contained herein is the prorrietary proriefty ot the contributor supplied under license and may riot he approv'ed except as licensed by Digital Map Products. clear ATC SOUTHGATE PARK WA- SEA255W08.1 PROJECT INFORMATION PROJECT DESCRIPTION; CLEARWIRE PROPOSES TO REPLACE (3) EXISTING STELLA OORADUS PANEL ANTENNAS AND (3) BTS UNITS WITH (3) PANEL ANTENNAS (3) DAP HEAD UNITS, (4) DIPLEXORS (PER SECTOR). APPLICANT: CLEARWIRE, LLC 4400 CARILLON POINT KIRKLAND. WA 98033 CONTACT: ED HILL PH: (425) 216 —4730 CODE INFORMATION; ZONING CLASSIFICATION: COMMERCIAI./UGHF INDUSTRIAL BUILDING CODE: 2006 IBC CONSTRUCTION TYPE: 11-13 OCCUPANCY: S -2 JURISDICTION: CRY OF TUKWILA CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE TELECOMMUNICATIONS FACILITY TELCO COMPANY; VERIZON PH: (800) 483 -5000 POWER COMPANY; SEATTLE CITY uGHT PH: (206) 684 -6000 SITE LOCATION: (BASED ON NAD 83); LATITUDE N 4T 29' 11' LONGITUDE: W 122' 16' 38' TOP OF STRUCTURE AGL: BASE OF STRUCTURE ANSI: 26.2'(1) PARCEL NUMBER(S); 7349200345 PREVIOUS PERMIT APPROVALS LOS -078 PROPERTY OWNER: SEATTLE SMSA UNITED PARTNERSHIP P.O. BOX 7329 BELLEVIE. WA 98008 TOWER OWNER: AMERICAN TOWER 116 HUNTINGTON AVE. 11111 FLOOR BOSTON, MA 02116 (C /U) PH: (617) 375 -7500 SITE ACQUISITION REALCOM ASSOCIATES. LLC 14432 SE EASTGATE WAY STE 260 BELLEVUE, WA 98007 CONTACT: FRANK SCHABARUM PHONE: (530) 722 -0743 PERMITTING REALCOM ASSOCIATES, LLC 14432 SE EASTGATE WAY STE 260 BELLEVUE. WA 98007 CONTACT: SARAH TEISCHAW PHONE: (425) 274 — 4444 ex. 114 CONSTRUCTION. CONTACT: KEVIN KRCH PH: (425) 306 — 3909 GENERAL INFORMATION. 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE 15 PROPOSED. PROJECT TEAM PROJECT ARCHITECT PROJECT CONSULTANT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE, S., SUITE 650 SEATTLE. WA 98104 CONTACT: PAUL DANNEBERG PH: (206) 375 -3798 EMAIL PDANNEBERGOPTSWA.COM REALCOM ASSOCIATES, LLC 14432 SE EASTGATE WAY STE 260 BELLEVIJE, WA 98007 PH: (425) 274 — 4444 13134 44TH AVE S SEATTLE, WA 98168 DRIVING DIRECTIONS (FROM THE LAST INTERSTATE EXIT OR MAJOR HIGHWAY): 1 -405 SOUTH TO 1 -5. NORTH ON 1 -5 TO INTERURBAN AVE. S. IT. NORTH ON INTERURBAN AVE. S. TO S 133RD ST. LEFT ON S. 133RD ST. AND THEN A QUICK RIGHT TURN ONTO 44TH AVE S. AND ANOTHER QUICK RIGHT ONTO S. 131ST. PL SITE IS BEHIND BUILDING. APPROVAL DATE SIGNATURE CLEARWIRE: INITIAL 1 LANDLORD: SITE MOD JFO CONST: 25-13-3) FINAL CO s S /A: 3 09 -16-03 R.F.: ODD ZONING: A&E: B.H.: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REOUNE NOTE AS DRAWINGS ARE BEING RENEWED PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. AMERICAN TOWER COPORATION SITE: 83050 - RIVERTON DRAWING INDEX SHEET (CONTENTS T -1 T111.E SHEET G -1 GENERAL NOTES A -1 SITE PLAN - A-2 ENLARGED SITE PLANS A -3 ELEVATIONS A -4 COAX DETAILS RF -1 RF INFORMATION AND DETAILS RF -2 SWEEP TEST E -1 GROUNDING PLAN E -2 GROUNDING DETAILS LEGAL DESCRIPTION ALL THAT PORTION OF THE FOLLOWING DESCRIBED PARCEL °B' LYING SOUTHWESTERLY OF THE FOLLOWING DESCRIBED UNE: BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION 44 +30 ON THE FA UNE SURVEY OF PRIMARY STATE HIGHWAY N0.1 (SR99). FOSTER INTERCHANGE TO SOUTH 118T14 STREET, AND 435 FEET SOUTHWESTERLY THEREON. THENCE SOUTH 26 DEG 20 MIN EAST 280 FEET, MORE OR LESS, TO A POINT 30 FEET NORTHWESTERLY. WHEN MEASURED RADIALLY, FROM THE RELOC, SOUTH 133RD STREET CENTERUNE OF SND HIGHWAY PLAN AND THE END OF THIS UNE DESCRIPTION; PARCEL B: LOTS 11 AND 12. BLOCK 5, RIVERTON REPLAT OF LOTS 1 THROUGH 5, INCLUSNVE, FOSTORIA GARDEN TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGES (S) 40, IN KING COUNTY. WASHINGTON. ABBREVIATIONS CL APPROX BLDG BLK CLG CLR CONC CONST CONT DBL DIA DIAL ON DET DWG EA ELEV ELEC EQ EQUIP EXT FIN FLUOR FLR FT GA GALV GC GRND GYP BD AIR CONDITIONING ABOVE FINISH GRADE APPROXIMATELY BUILDING BLOCKING CEIUNG CLEAR CONCRETE CONSTRUCTION CONTINUOUS DOUBLE DIAMETER DIAGONAL DOWN DETAIL DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLOURESCENT FLOOR FOOT GAUGE GALVANIZED GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HORZ HR HT HVAC D N NFO NSUL NT BC HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDTITONING INSIDE DIAMETER INCH INFORMATION INSULATION INTERIOR INTERNATIONAL BUILDING CODE 955 POUNDS MAX MAXIMUM MECH MECHANICAL MTL METAL MFR MANUFACTURE MGR MANAGER MIN MINIMUM MISC MISCELLANEOUS NA NOT APPUCABLE NIC NOT IN CONTRACT NT5 NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PLYWD PROJ PROP PT REQ RM RO SHT SIM SPEC SF SS STL STRUCT STD SUSP THRU TNNG TYP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM ROUGH OPENING SHEET SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STUD SUSPENDED THROUGH TINNED TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VI5 VERIFY IN FIELD W/ W/O WP WITH WITHOUT WATER PROOF THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w° r e® 4400 CARILLON POINT KIRKLAND, WA 98033 PACIFIC TELECOM SERVICES, LLC see Nnt Avenue 5.. Suit. 650 Seattle. WA. 96104 Thane: (206) 342 -9000 Fax: (206) 903 -6513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT W H 00 Ln 13134 44TH AVE S SEATTLE, WA REVISIONS NO. DATE DESCRIPTION INITIAL 1 01-06- SITE MOD JFO 2 25-13-3) FINAL CO s MBK 3 09 -16-03 REVISED FCD'S ODD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T -1 GENERAL NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE 'INTERNATIONAL BUILDING CODE 2008' AND CITY CODE, SHALL MEET OR EXCEED THE STRICTER OF APPLICABLE COUNTY CODES AND REGULATIONS. LATEST EDTIONS. 2. ANTENNAS, CABINETS AND COAXIAL CABLE SHALL BE PROVIDED BY CLIENT. CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERY TO AVOID DELAYS. 3. DAMAGE TO ALL UTILITIES, LAND. DRIVEWAY AREAS, AND PROPERTY OF OTHERS, DISTURBED DURING CONSTRUCTION. SHALL BE RETURNED TO THE ORIGINAL CONDITION AT THE COMPLETION OF WORK. 4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER, TELEPHONE UTILITIES. AND THE CONSTRUCTION MANAGER TO CONFIRM THE SOURCE OF SERVICE PRIOR TO INSTALLATION OF CONDUITS. 5. EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM THE CONCRETE PAD AREA, FILL SITE TO DESIGN ELEVATION WITH CLEAN, SANDY SOIL COMPACT UNDER CONCRETE PAD TO OBTAIN NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR 5011. IN ACCORDANCE WITH ASTM D557. 6. REGRADE AROUND PAD AS REQUIRED TO ALLOW MAXIMUM 3' OF PAD THICKNESS, EXTENDING ABOVE GRADE. 7. ALL WORK SHALL BE DONE SATISFACTORY IN A PROFESSIONAL WORKMANUKE MANNER, SUBJECT TO INSPECTION DURING THE CONSTRUCTION AND FINAL APPROVAL BY THE CONSTRUCTION MANAGER. B. ANY SUBSTTIUTIONS OF MATERIALS, EQUIPMENT OR ALTERATIONS FROM THE PLANS AND /OR SPECIFICATIONS SHALL BE APPROVED BY THE CONSTRUCTION MANAGER. 9. COLOR SELECTION SHALL BE COORDINATED WITH CONSTRUCTION MANAGER. 10. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, DIMENSIONS, AND BRING DISCREPANCIES TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 11. CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY LOCATOR FOR EXACT LOCATION OF EXISTING UTIUTIES, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PR, AS NECESSARY. LOCATION OF UTILTTES SHOWN ON PLAN ARE APPROXIMATE AND FOR PIANNING PURPOSES ONLY. 12. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENT AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL THE CONDITIONS AND REQUIREMENTS OF THE PERMITS. 13. TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 14. CONTRACTOR SHALL VISIT THE PROJECT SITE TO VIEW ALL CONDSONS PRIOR TO SUBMITTING BID. ANY CHANGES DURING CONSTRUCTION VISUALLY ASCERTAINABLE PRIOR TO SUBMITTING 81D, CANNOT BE THE BASIS FOR A CHANGE ORDER. 15. COAT ALL SURFACES WITH NO-OX WHERE DISSIMILAR METALS CONTACT. 16. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY COAX REELS FROM THE SITE UPON COMPLETION OF 111E PROJECT. PROJECT NOTES: JIEINFORCFO CONCRFTF: R -1. CONCRETE: ALL CONCRETE SHALL BE re = 3,000 PSI AT END OF 28 DAYS AS DETERMINED BY ASTM C31 AND C39 AND SHALL BE NORMAL WEIGHT. R -2. PREPARATION, TESTING. AND PLACING OF CONCRETE AND REINFORCEMENT SHALL BE PER ACI -318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. LATEST EDITION. R -3. REINFORCING BARS SHALL HAVE A MINIMUM YIELD STRENGTH OF Fy = 60,000 PSI AND SHALL COMPLY WITH ASTM A615. R -4. PROVIDE MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL OF 3'. DESIGN; 0 -1. DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2006. D -2. EQUIPMENT CABINET LOADING PER CLEARWIRE STANDARD EQUIPMENT. 0 -3. DESIGN LOADS: WASHINGTON STATE A. 100 MPH WIND SPEED 3 SECOND GUST CATEGORY 2 IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY C B. ALL OTHER LOADS ARE PER ASCE 7-02 STRUCTURAL• S -1. DETAIL, FABRICATE. AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AMC, SPECIFICATION FOR DESIGN. FABRICATION AND ERECTION OF STRUCTURE STEEL FOR BUILDINGS. S -2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AJSC SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 9th EDITION. S -3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WTTH ASTM A53. TYPE E OR S, GRADE 8, Fy = 36KS1. ALL WIDE FLANGE SHAPES SHALL BE ASTM A992. GRADE 50. ALL STRUCTURAL SHAPES AND PLATE SHALL COMPLY WITH ASTM A36. S -4. WELDING: ALL WELDING IS TO BE DONE BY PRE - QUALIFIED WELDERS HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED TESTING LABORATORY. ALL WELDS SHALL BE 3/16' MINIMUM FILLET WELDS U.O.N. ELECTRODES SHALL BE E70XX. S -5. THERE SHALL BE NO FIELD WELDING. 5 -8. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE NON - EXPANSIVE, NONMETAWC GROUT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI WHEN TESTED IN ACCORDANCE WRH ASTM CODE C109. FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY -DAMP PACKING. 5 -7. ANCHOR BOLTS AND ALL- THREAD RODS SHALL COMPLY WITH ASTM A36. UNLESS OTHERWISE NOTED. ALL OTHER BOLTS AND NUTS SHALL COMPLY WITH ASTM A325. ALL BOLTS SHALL BE HOT - DIPPED GALVANIZED. S -8. ALL EXPOSED STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION PER ASTM A153 OR A123. S -9. APPLY TWO COATS OF ZINC -RICH RUST -OLEUM #2185 PAINT TO ALL FIELD DRILLED HOLES AND CUTS. GRID -GUARD EPDXY #5465 COATING SHALL BE APPUED TO ALL AREAS WHERE GALVANIZED SURFACES NEED TO BE RECONDFTONEO. INCLUDING ALL WELD AREAS. ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE ( NEC) AS WELL AS APPUCABLE STATE AND LOCAL CODES. 2. ALL ELECTRICAL (TENS SHALL BE UL APPROVED OR USTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 3. THE ELECTRICAL WORK INCLUDES AU. TABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATIONS. INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL SYSTEM. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS, AND COORDINATION OF INSPECTIONS. 5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHALL RUN IN EMT OR SCHEDULE 40 PVC (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE W WATER TIGHT GALVANIZED RIGID STEEL CONDUITS AND WHERE REQUIRED IN UQUID TIGHT FUMBLE METAL OR PVC WHERE LOCAL CODES AND SITE CONDITIONS PERMIT. 7. ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW, THWN, OR THIN INSULATION. 8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND EXISTING METER SOCKET AS LOCATED ON THIS DRAWING IN PVC, PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY. 9. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND EXISTING TELCO CABINET AND CLEARWIRE CABINET AS INDICATED ON THIS DRAWING IN PVC. PROVIDE FULL LENGTH PULL ROPE IN TELCO CONDUIT. 10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 11. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO APPLY FOR COMMERCIAL POWER IMMEDIATELY UPON RECEIVING AWARD OF BID. THE GENERAL CONTRACTOR 15 REQUIRED TO KEEP ALL RECEIPTS FROM THE POWER COMPANY ACKNOWLEDGING APPUCATION FOR POWER AND THOROUGH DOCUMENTATION OF ANY DISCUSSIONS WITH THE POWER COMPANY THEREAFTER. ALSO, THE GENERAL CONTRACTOR SHAM RECEIVE IN WRITING FROM THE POWER COMPANY AS TO WHEN THE ANTICIPATED POWER CONNECTION WILL BE COMPLETE. IF COMMERCIAL POWER 15 NOT AVAILABLE BY THE 'POWER COMPLETE' DATE AS CALLED OUT N THE SPECIFICATIONS, A GENERATOR SHALL BE SUPPUEO AND MAINTAINED BY THE GENERAL CONTRACTOR UNTIL COMMERCIAL IS OBTAINED, ALL COSTS ASSOCIATED WITH THE GENERATOR WILL BE MUTUALLY AGREED UPON BETWEEN THE OWNER AND GENERAL CONTRACTOR, IN THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO TAKE THE NECESSARY MEASURES AS DESCRIBED HEREIN TO SECURE POWER BY THE POWER COMPLETION DATE. THEN ALL COSTS ASSOCIATED WITH THE GENERATOR SHALL BE BORNE BY THE CONTRACTOR. GROUNDING NOTES: 1. AN ANTIOXIDANT COMPOUND SHALL BE APPUED TO ALL EXTERIOR, ABOVE GRADE. MECHANIC. GROUND CONNECTIONS. 2. CONTRACTOR SHALL SUPPLY ALL MATERIAL. LABOR. A140 EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS INTENDED HEREIN UNLESS OTHERWISE NOTED. 3. ALL EXTERNAL GROUND CONDUCTORS SHALL BE #2 AWG, BARE, SOUR, TINNED COPPER UNLESS OTHERWISE NOTED. 4. ALL GROUND CONNECTIONS SHALL BE MADE WITH EXOTHERMIC WELD PROCESS UNLESS OTHERWISE NOTED OR APPROVED. ALL CONNECTIONS SHALL BE MADE AT DESIGNATED LOCATIONS ON THE EQUIPMENT. 5. EXACT LOCATION OF GROUND RODS AND GROUND CONNECTION POINTS SHALL BE DETERMINED IN THE FIELD, ADJUST LOCATIONS AS REQUIRED TO KEEP GROUND CONNECTIONS AS SHORT AS POSSIBLE (9' MIN. BEND RADIUS AND 90 DEGREE MAX BEND ANGLE). ALL BELOW GRADE GROUNDING SHALL BE INSPECTED AND APPROVED BY CONSTRUCTION MANAGER PRIOR TO BACKFIWNG. 6. AU. GROUND COMPONENTS SHALL BE INSTALLED WRHIN THE CONFINES OF THE FENCED AREA. ANY METALUC ITEMS WITHIN 8' OF THE GROUND RING SHALL BE BONDED TO THE GROUND RING. GROUNDING REQUIREMENT NOT SHOWN ON PLANS ARE WAVEGUIDE HATCH COVER / PLATE, CABLE TRAYS, SUPPORTS. SERVICE PANELS, DISCONNECT SWITCHES. HVAC UNITS ETC. THESE ITEMS MUST BE GROUNDED. 7. ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER THAN 18'.SHALL BE PROTECTED AND SUPPORTED BY A 3/4' PVC SCHEDULE 80 CONDUIT SLEEVE MOUNTED WITH CUC -STRAP SUPPORTS FROM 6' BELOW FINISHED GRADE TO 6' FROM FINAL CONNECTION. 8. ALL GROUND RODS SHALL BE DRIVEN STRAIGHT 00WN, PERPENDICULAR TO FINISHED GRADE, SUITABLE PROTECTION SHALL BE PROVIDED ON END OF RODS TO PREVENT MUSHROOMING WITH GROUND DURING INSTALLATION. 9. GROUND CONDUCTORS SHALL NOT COME IN CONTACT WITH THE SLAB OR TOWER EXCEPT AS DESIGNATED. 10. THE UTILITY NEUTRAL / GROUND BOND IS TO BE MADE IN THE METER OR MAIN DISCONNECT SWITCH, NOT IN AM. 11. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT, CONNECTIONS TO VARIOUS METALS SHALL BE A TYPE AS TO NOT CAUSE A GALVANIC OR CORROSIVE REACTION AREA SHALL BE REPAINTED FOLLOWING BONDING. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w're® 4400 CARILLON POINT KIRKLAND. WA 98033 PACIFIC TELECOM SERVICES, LLC 500 Dnt Aims. 5, Salt. 050 S.MI., WA. 98104 Phone: (209) 342 -9000 Fa:: (208) 905 -9513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT ATC SOUTHGATE PARK CO m rn REVISIONS NO. DATE DESCRIPTION INDIA/ 1 04-011-09 SITE MOO JFO 2 05 -I0-00 FINAL CDs WOK 3 09 -I9-09 REVISED FCD'S COD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G-1 2`` / `Nf �/ \ Q / 24' /QQQ r I EXISTING ATC FENCED PARCEL# COMPOUND 7349200340 EXISTING CMU WALL EXISTING CONCRETE SUB EXISTING EQUIPMENT SHELTER % el, EXISTING CLEARWIRE SITE \F SUPPORT CABINET MOUNTED ON b \ CONCRETE SLAB ON GRADE POLE W/ \ b EXISTING UTILITY \ \ WITHIN EXISTING ATC \ COMPOUND TO BE RELOCATED TRANSFORMER \ \ PARCEL{ 2513200134 EXISTING OVERHEAD UTIUTY UNES EXISTING TREES (TYP) OCIS1NG 120• -0' MONOPOLE EXISTING UTILITY POLE W/ TELCO BOX PROPERTY UNE EXISTING UTILITY FRAME EXISTING FENCE W/ SEATTLE ACCESS CATES \ SMSA PARCEL# 0,0 7349200345 EXISTING GRAVEL \ ��• ACCESS DRIVEWAY • S 133RD ST PROPERTY LINE CLEARWIRE PROPOSES TO REPLACE (3) EXIST1NG PANEL STELLA ANTENNAS WITH (3) PANEL ANTENNAS IsI b rb surmy 0 LEGEND — - - — - - — - - — SUBJECT BOUNDARY UNE — - — - — - — - — RIGHT -OF -WAY CENTERUNE RIGHT OF -WAY UNE ADJACENT BOUNDARY UNE SECTIONAL BREAKDOWN UNE - o•- ••- ••- ••- •• -••- OVERHEAD POWER UNE - o- a -o -e.- BURIED POWER UNE BURIED GAS UNE - =- ..- ..- W - > -..- OVERHEAD TELEPHONE UNE - =- m•- BURIED TELEPHONE UNE - •- •- •- •- •- •- • -• -•- BURIED WATER UNE -• -• -• -• -• -• -• -• -• - BURIED SANITARY SEWER BURIED STORM DRAIN DITCH UNE/FLOW UNE ROCK RETAINING WALL VEGETATION UNE O 0 o e - - CHAIN UNK FENCE O 0 0 0 0 6 WOOD FENCE TRANSFORMER FIRE HYDRANT ) UGHT STANDARD IN GATE VALVE POWER VAULT LB WATER METER ® UTILJTY BOX A FIRE STAND PIPE O U11LTTY POLE ❑ CATCH BASIN, TYPE 1 E- POLE GUY WIRE ® CATCH BASIN, TYPE 11 8:1 GAS VALVE a SIGN O GAS METER a BOLLARD TELEPHONE VAULT • MAIL BOX O TELEPHONE RISER 234.21 SPOT ELEVATION VICINITY MAP 24'x38' SCALE: 1' = 20' -O' 11'x17 SCALE: 1' = 40 -0 20.15 10 . r0- 0. SITE PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w °re® 4400 CARILLON POINT KIRKLAND, WA 98033 PACIFIC TELECOM SERVICES, LLC 066 9tr.1 Anne. 3.. 50I. 650 5.061.. WA. 98104 Men.: (208) 342 -9000 Fo.: (206) 903 -8513 RECEP/ED SEP 16 2009 COMMUNITY DEVELOPMENT o LLi 10 REVISIONS N0: DATE DESCRIPTION INITIAL 1 04 -01-09 SITE MOD JFO 2 05 -I8-09 FINAL Coo IRK 3 09 -16-09 REVI5ED FCD'S CDD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER Al THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w• r e® 4400 CARILLON POINT KIRKLAND, WA 98033 PACIFIC TELECOM SERVICES, LLC 568 Fist Avenue S.. Suit. 650 5.018., WA. 90104 Phone: (206) 342 -9000 Fax: (206) 903 -6513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT REVISIONS NO. \ EXISTING AT&T WIRELESS LUCENT _ S O� 1 �`\ & \\ \ \ \ ♦ ♦ ♦ ♦♦ \\ \\ \ ♦♦ \ \. \ \\ \ • \1 ♦ ♦♦ \ ♦ \ \\ ♦ ♦ ♦♦ \ ♦ ♦♦ \ \\ `- EXISTING EQUIPMENT SHELTER EXISTING ICE BRIDGE EXISTING 120' -0" MONOPOLE CLEARWIRE ANTENNA 0 EXISTING ACCESS GATE O O d • \\*.\\ .' '''• ''' • • EXISTING CONC SLAB EXISTING BTS EQUIPMENT • EXISTING CLEARWIRE PANEL ANTENNA TO BE REPLACED WITH NEW PANEL ANTENNA `• //\ / ��' \ / 1 \ / / \ \ v EXISTING i t) AStk■---e \ EXISTING AT &T WIRELESS LUCENT Ac,BINEr ice\ .�• `(^I Oh • a/ \, \ \ \ \ \ \♦ ♦ ♦♦ \ ♦♦ • \ \ \ \\ \ 1 ♦1 \\ ♦♦ \\ • ♦.♦ \ ♦ ♦♦ • \ `EXISTING EQUIPMENT SH0.TER EXISTING ICE BRIDGE EXISTING 120' -0' MONOPOLE Fig ....... dal.* w s.o Pnsd O O • (/' 9, 1. GENERAL CONTRACTOR TO INSTALL (4) DIPLEXERS AND (1) DAP HEAD PER SECTOR. 2. GENERAL CONTRACTOR TO INSTALL (6) RUNS OF 5/16' FIBER CABLE AND (3) RUNS 5/16' POWER CABLE. P. ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING MONOPOLE E. DAN HEAD UNITS ARE TO BE INSTALLED NEXT TO EXISTING BTS UNITS 5. THE DIPLIXORS AND BTS UNITS WILL BE REMOVED AT A LATER DATE EXISTING CONC SLAB EXISTING BTS EQUIPMENT ® PROPOSED CLEARWIRE W • • / \ / �•.,� I �♦ ��, \ \ ♦ \\ ,,t'A), DAP HEAD UN _CABINET SF1. 3j �A` jelt,/ a .��/ ® ON \ A� EXISTING CLEARWIRE P. 7 PROPOSED , PANEL CABINET _\ilk SITE SUPPORT CABINET SITE NC SUPPORT CABINET EXISTING CLEARWIRE LEASE AREA ACCESS GATE A � SITE SUPPORT \ , STING CLEARWIRE / LEASE AREA / / EXISTING ACCESS GATE it>ti c 24'x36• SCALE: 3/8' - 1' -0' PROPOSED ENLARGED SITE PLAN 2 24'x36• SCALE: 3/8' 11-07- SCALE 3/16" - 1.--o- EXISTING ENLARGED SITE PLAN 1 11'x17' SCALE: 3/18' 1' -O' 3 2 1 0 3' 2 ■ 1' -0' 3 1 0 3' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w• r e® 4400 CARILLON POINT KIRKLAND, WA 98033 PACIFIC TELECOM SERVICES, LLC 568 Fist Avenue S.. Suit. 650 5.018., WA. 90104 Phone: (206) 342 -9000 Fax: (206) 903 -6513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT REVISIONS NO. DATE DESCRIPTION INITIAL I 04-069 SITE MOD JFO 2 05 -1619 FINAL CDs N8K 3 09 -16-09 REVISED FCD'S COD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TITLE ENLARGED SITE PLANS SHEET NUMBER A-2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLASURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w° r e® 4400 CARILLON POINT KIRKLAND. WA 98033 arc PACIFIC TELECOM SERVICES. LLC 768 F0.1 Anna. S.. cull. 650 Sable. WA. 98104 Phone: (206) 342 -8000 Fa. (206) 903 -6513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT oo CD cn c0 co w rn Q rO V J V REVISIONS EXISTING OMNI ANTENNA T•P •F a STING MONOPOLE .. noIEs: 1. GENERAL CONTRACTOR TO INSTALL (4) OIPID(ERS AND (1) DAP HEAD PER SECTOR. 2. GENERAL CONTRACTOR TO INSTALL (6) RUNS OF 5/18• FIBER CABLE 3. ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING MONOPOLE 4. DAP HEAD UNITS ARE TO BE INSTALLED NEXT TO EXISTING BTS UNITS 5. THE DIPLIXORS AND BTS UNITS WILL BE REMOVED AT A LATER DATE EXISTING OMNI ANTENNA TOP OF EXISTING MONOPOLE :6 1 EXISTING ANTENNAS W/ REFLECTORS TJOSTINO IXEARWIRE STELIA PANEL _ j'(0 • ii I �. ' I 720' -0" AGL wi RAD-CENTER OF CLEARWIRE ANTENNA ARRAY. AFO 1. 120 —0 AGUE EXISTING ANTENNAS W/ REFLECTORS it ■ I - C:I RAD- CENTER OF CLEARWIRE ANTENNA ARRAY. hI I -4 RR�1I rtQ 105• -0" AGL RAD- CENTER OF CLEARWIRE MICROWAVE DISHES . i++ PROPOSED CLEARWIRE PANEL ■I ` 113 105' -0" AGL V RAD- CENTER OF CLEARWIRE MICROWAVE DISHES 0 II* `V 101 -0 Act: ' ANTENNAS (TYP OF 3) a1 PROPOSED CLEARWIRE DAP HEAD UNIT MP OF 3) TO BE MOUNTED •�/ 101' -0- AGL ANTENNAS TO BE REPLACED IXISTIND CLEARWIRE BTS UNTE TO , BE REMOVED AT A LATER DATE EXISTING CLEARWIRE MICROWAVE DISHES MOUNTED BELOW PANEL ANTENNAS EXISTING ANTENNAS ANTENNAS W/ REFLECTORS W/ REFLECTORS EXISTING FENCE EXISTING °- 1 Jr, l I— ' IBHIPI I —I _j ,_m I - I III EXISTING 120' -0' MONOPOLE EXISTING EQUIPMENT SHELTER EXISTING CLEARWIRE EQUIPMENT CABINET ON GRADE SLAB NE XT TO EXISTING BTS UNIT EXISTING CLEARWIRE MICROWAVE DISHES MOUNTED BELOW PANEL ANTENNAS EXISTING ANTENNAS EXISTING ANTENNAS W/ REFLECTORS BY OTHERS EXISTING FENCE EXISTING I — --- —I ' I lil lu -I !J III ' ' - III EXISTING 120' -0" MONOPOLE EXISTING EQUIPMENT SHELTER EXISTING CLEARWIRE EQUIPMENT CABINET ON CONCRETE SLAB ON GRADE RETAINING WALL _— __ RETAINING WALL IIIIIIIIIII................ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET .:;: •:::::. �:. �::.Iti:�: i {; :i 4:: ?Oil: :: iiiiiii: is i }: TI:.S •: :; ....... ... .:: Qi:SSOi:• }:O:•:v:::...:........ ...............: .....:: I::�:::::: :::•: { {ii ": �'I .._;:,•.,;.: .::•,....... ...................... ,.. :.......;;:.._:_::.: :..::_...:.:_ I.: : ::• i:::; v::.�r. •:I = -,I ;• .................:::: I•:. �.::•: t•:::•:;• i:•. It:;•: I.:::::. �:. �:::::!•::::::.: ....... -.... - -. v::::::::::.-................- �>::•:::•::•:::• l:• i:•>:•:::•:.;•::::: 1:.;;.:.:<•; �:::::• 1 .::....:... ..�.......:- ..... ... . r: • ?•:: . -::::. �.. ......;..:::•::::::::::.:..:.. :•.... Iw.�:,; i:• i:•i:::I.i>:•i:•:;;tt•::•i:•r.: i:•;:..I ...... :- :.;;::;I::::::;:: .:>:;:::t:•::oll'•: ;::: • GRADE rI 27 -0 AMSL I I I I I I I I 27' -0' AMSL I I I I 24•x36• SCALE: 1/8• >• ,• -o• PROPOSED WEST ELEVATION 2 24 "x36• SCALE: 1/8• ■ - ,• -o• .. ■ �� EXISTING WEST ELEVATION I 1 11'x17• SCALE: 1/,6' ■ 1' -0 8 6 4 2 0 8' 11•317• SCALE 1/16• _ 1' -0• 8 6 4 2 0 B' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLASURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w° r e® 4400 CARILLON POINT KIRKLAND. WA 98033 arc PACIFIC TELECOM SERVICES. LLC 768 F0.1 Anna. S.. cull. 650 Sable. WA. 98104 Phone: (206) 342 -8000 Fa. (206) 903 -6513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT oo CD cn c0 co w rn Q rO V J V REVISIONS NO. DATE DESCRIPTION INITIAL 1 06-01 -40 SITE MOO AFO 2 W -16-01 FINAL CDs MBx 3 09 -16-09 REVISED FCD•S COO NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ELEVATIONS SHEET NUMBER A-3 ANTENNA CABLING: 1) ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY THE CONTRACTOR. 2) THE DESIGN IS BASED ON THE EMSS REPORT, SIGNED AND APPROVED BY ENGINEERING. 3) THE CONTRACTOR SHALL VERIFY THE ACTUAL LENGTHS OF CABLES BEFORE INSTALLATION. 4) ALL TIE WRAPS SHALL BE CUT FLUSH WITH THE APPROVED CUTTING TOOL FOR SAFETY AND PROTECTION. 5) THE ANTENNAS WILL BE FED BY RF CABLES WHICH MAY BE RUN OUTSIDE OR INSIDE THE TOWER DEPENDENT UPON SITE CONDITIONS AND ENGINEERING DRAWINGS. 6) ALL SITE CABUNG SHALL MAINTAIN MAXIMUM CABLE SEPARATION REQUIREMENTS AS TO THE TYPE OF CABLE AND FUNCTION. THIS IS DONE TO PROTECT DAMAGE; AS WELL AS: TO PREVENT THE INDUCTION OF CURRENT INTO THE CONDUCTORS FROM MAGNETIC UNES OF FLUX CREATED FROM POWER AND CURRENTS THROUGH THE CABLES. 7) CABLES SHALL BE PROTECTED FROM DAMAGE MD SHALL HAVE THE MINIMUM BEND RADIUS FOR THE SIZE AND MANUFACTURER OF THAT CABLE. IN THIS CASE THE MINIMUM BEND RADIUS IS 100MM. 8) SLACK SHALL BE LEFT IN THE CABLES LEAVING THE EQUIPMENT TO THEIR TERMINATION POINTS. THIS IS DONE IN ORDER TO PROVIDE STRESS RELIEF ON THE CABLES AND CONNECTIONS IN THE EVENT OF SEISMIC ACTIVITY. 9) ALL CABLES SHALL BE ROUTED AND INSTALLED IN A MANNER AS TO PROTECT THE CABLES FROM DAMAGE OF SHARP EDGES OF HARDWARE AND WHERE CABLES ARE ROUTED DOWN THE TOWER. 10) CABLES SHALL BE SUPPORTED A MINIMUM OF EVERY THREE FEET EXCEPT FOR INSIDE MONOPOLES AND LATTICE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS RECOMMENDED FIBER SUPPORT ACCESSORIES SHALL BE USED IF REQUIRED. 11) CABLE BRIDGE SYSTEM SHALL BE USED AS AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA AND MICROWAVE CABLES. 12) DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE CABLE PORT. ANTENNA CABLING x3 NOTES( 24'6' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE NOTES: 1) ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY THE CONTRACTOR. 2) THE DESIGN IS BASED ON THE EMSS REPORT, SIGNED AND APPROVED BY ENGINEERING. 3) THE CONTRACTOR SHALL VERIFY THE ACTUAL LENGTHS OF CABLES BEFORE INSTALLATION. 4) ALL TIE WRAPS SHALL BE CUT FLUSH WITH THE APPROVED CUTTING TOOL FOR SAFETY AND PROTECTION. 5) ALL SITE CABUNG SHALL MAINTAIN MAXIMUM CABLE SEPARATION REQUIREMENTS AS TO THE TYPE OF CABLE AND FUNCTION. THIS IS DONE TO PROTECT DAMAGE. AS WELL AS, TO PREVENT THE INDUCTION OF CURRENT INTO THE CONDUCTORS FROM MAGNETIC UNES OF FLUX CREATED FROM POWER AND CURRENTS THROUGH THE CABLES. 6) ALL CABLES SHALL BE PROTECTED FROM DAMAGE AND SHALL HAVE THE MINIMUM BEND RADIUS FOR SIZE AND MANUFACTURER OF THAT CABLE. 7) SLACK SHALL BE LEFT IN THE CABLES LEAVING THE EQUIPMENT TO THEIR TERMINATION POINTS. THIS IS DONE IN ORDER TO PROVIDE STRESS REUEF ON THE CABLES AND CONNECTIONS IN THE EVENT OF SEISMIC ACTIVITY. 8) ALL CABLES SHALL BE ROUTED AND INSTALLED IN A MANNER AS TO PROTECT THE CABLES FROM DAMAGE FROM SHARP EDGES ON HARDWARE AND WHERE CABLES ARE ROUTED DOWN THE TOWER. 9) ALL CABLES SHALL BE SUPPORTED A MINIMUM OF EVERY (3) FEET EXCEPT FOR INSIDE MONOPOLES AND LATTICE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURERS RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. 10) A CABLE BRIDGE SYSTEM SHALL BE USED AS AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA AND MICROWAVE CABLES. 11) DRIP LOOPS ARE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE CABLE PORT. jICROWAVE CABLE DISTANCES FQUIPMENT DISTANCE MANUFACTURER PART NUMBER REDUNE UP TO 300' BELDEN 7919A CATS REDUNE UP TO 200' ANDREW FSJ1-75 1/4' SUPERFLEX 75 OHM REDUNE 201' TO 300' ANDREW LDF4 -75A 1/2' HEUAX 75 OHM DRAGONWAVE 0' TO 250' COMMSCOPE SFX500 DRAGONWAVE 251' TO 350' COMMSCOPE FXL540 DRAGONWAVE 351' TO 700' COMMSCOPE FXL780 DRAGONWAVE OVER 700' COMMSCOPE CONTACT ENGINEERING MOTOROLA (ORTHOGON) UP TO 300' BELDEN 7919A CAT5 MICROWAVE COAX[ 24'x36' SCALE: NOT TO SCALE J 11'x17' SCALE: NOT TO SCALE NOTES: THE FIBER OPTIC CABLE COMES PRE - MANUFACTURED WITH HUBER - SUHNER CONNECTORS INSTALLED ON EACH END. THE AVAILABLE LENGTHS ARE 20M. 40M, 60M, 80M, 100M. THE POWER CABLE COMES PRE - MANUFACTURED WITH AN AMPHENOL CONNECTOR FOR USE AT THE DAP HEAD END ONLY. THE OTHER END OF THE CABLE IS BARE. THE AVAILABLE LENGTHS ARE 20M, 40M, 60M, 80M, 100M. A UNIQUE COMBINED POWER & FIBER OPTIC CABLE (INTEGRATED CABLE 071903 -1) HAS BEEN DEVELOPED TO MAKE RUNNING CABLES EASIER AND MAY BE MADE AVAILABLE IN THE FUTURE. THE POWER CABLE IS LONGER THAN THE FIBER CABLE TO PREVENT THE FIBER CABLE FROM BEING DAMAGED. INSTALL THE POWER AND FIBER OPTIC CABLE FROM EACH DAP HEAD TO THE EQUIPMENT CABINET ATTACH THE CABLE END TO THE CONNECTORIZ ED POWER AND FIBER DAP HEAD CONNECTORS. EACH CABLE SHALL HAVE A SERVICE /DRIP LOOP AT EACH END OF AT LEASE ONE FULL LOOP NOT SMALLER THAN 6' IN DIAMETER. EXTRA CABLE SHALL BE LOOPED AT THE EQUIPMENT CABINET. CABLE SHALL BE ROUTED FROM EACH DAP HEAD UNIT, ALONG THE ANTENNA MOUNT IN ULTRA -TIGHT NON - METAWC / UQUID TIGHT / FLEXIBLE CONDUCT / SUB -DUCT STRUCTURE TO PROTECT THE CABLES FROM EACH INDMDUAL SECTOR. INSTALL TWO 2'0 FLEXIBLE CONDUITS. THE FIRST 2' CONDUIT IS USED TO RUN ALL FIBER AND POWER OPTIC CABLES. THE SECOND 2' CONDUIT IS INSTALLED DURING THE INITIAL INSTALLATION BUT IS RESERVED FOR FUTURE GROWTH / USE. THEN USE OF A KELLEM GRIP PROVIDES ACCEPTABLE CABLE SUPPORT THE RF CABLES SHALL BE RUN SEPARATELY OUTSIDE OF THE FLEXIBLE CONDUIT OTHER CABLE RUNNING OPTIONS MAY BE USED BASED ON SITE SPECIFIC REQUIREMENTS. THE INSTALLER SHOULD CONSULT WITH THE CLEARWIRE PROJECT MANAGER WHO WILL WORK WITH THE TOWER OWNER TO DEVELOP AN APPROPRIATE METHOD PER SITE. FOR CASES WHERE PROTECTIVE CONDUIT IS NOT INSTALLED, THE USE OF VALMONT MICROFLECT CUSHION HANGER OR APPROVED EQUAL IS RECOMMENDED AS A WAY TO PREVENT DAMAGE TO THE FIBER OPTIC CABLES. CABLE LENGTH CABLE TYPE 0' - 10' COMMSCOPE SFX 500 10' - 40' COMMSCOPE FXL 540 40' - 80' COMMSCOPE FXL 780 (7/8'0) 80' -120' COMMSCOPE FXL 1480 -1 (1- 1/4'0) 4 FIBER ODC PLUG HUBER- SUHNER 84024249 I�A� 1_1)1 CUSHION HANGER ASSEMBLY 3/8'0 SCREW 7/16'0 HOLE FOR 3/8'0 HARDWARE 3/4'0 HOLE 4 FIBER ODC PLUG HUBER - SUHNER 84024249 AMPHENOL ALO6F13 -71S 4 FIBER ODC PLUG HUBER- SUHNER 84024249 1213 THIS END NO CONNECTOR 4 FIBER ODC PLUG HUBER - SUHNER 84024249 AMPHENOL ALO6F13 -71S THIS END NO CONNECTOR DAP UNIT COAX 24'x36' SCALE NOT TO SCALE 2 11'.17' SCALE: NOT TO SCALE PROPOSED CLEARWIRE 3'0 CONDUIT' RUN FOR PROPOSED ETHERNET COAX RUN FROM EXISTING SITE SUPPORT CABINET TO PROPOSED ANTENNAS COAX ROUTING a4'x�T6' SCALE: 1' a 1' -0' 1 11 x17 SCALE: 1/2 ., 1' -0' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w °re® 4400 CARILLON POINT KIRKLAND, WA 98033 PACIFIC TELECOM SERVICES, LLC 556 FlnO A,.,,,. 5.. Sort. 650 5.oN1.. WA. 98104 PM6.: (206) 342 -9000 Fox: (206) 903 -8513 ppC r-t, •- SEP 16 2009 COMMUNITY DEVELOPMENT ATC SOUTH O GO to REVISIONS NO. DATE OESCRIPIION INIML I 01-08-09 SITE MOD JFD 2 05 -16-09 FINAL CD. LIDX 3 09 -I6-09 REVISED FC D'S COD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE COAX DETAILS SHEET NUMBER A -4 HUAWEI DAP HEAD NOTE: THE TILT KIT (737 978) IS USED WITH THE MOUNTING KIT WHICH ALLOWS 0 TO 15 DEGREES OF DOWNTILT ANGLE. KATHREIN ANTENNA MALE DIN CONNECTORS DOWNTILT ADJUSTMENT NOT USED 24'x36" SCALE: NOT TO SCALE 10 11'x17' SCALE: NOT TO SCALE 1.78" iai NOT USED 24'x37' SCALE: T NOT TO SCALER 11'x17" SCALE: NOT TO SCALE MANUFACTURER: CLEARCOMM MODEL # CCDP- 671 -1W LENGTH: 6.40" WIDTH: 9.06" THICKNESS: 1.78" WEIGHT: 4.5 LB DIPLEXOR SPECIFICATION 6 24'x36" SCALE: 3" = 1' -0" 11'x17' SCALE: 1 -1/2" = 1' -0 MANUFACTURER: HUAWEI MODEL 6 RRU3702 WIDTH: 14.0" DEPTH: 4.7' HEIGHT: 18.9' WEIGHT: 44 LB WW II111111'11.1 1111111 1111 MUM 13 ❑ a 13 14.0' DAP SPECIFICATION 2411 §17 SCALE: 3/4" .. 1:1' 5 0 1 13.0" ANTENNA MOUNTINGI- 24'x38" SCALE: NOT TO SCALE 8 11 "x17' SCALE NOT TO SCALE MANUFACTURER: KATHREIN PART 6 84010054 LENGTH: 48.0" WIDTH: 13.0" DEPTH: 3.0" WEIGHT: 35 LBS ANTENNA SPECIFICATION^ 24'x3 SCALE: 1 -1/2' = 1' —O 11 x17 SCALE: 3/4' 1 —O A CAUTION Beyond this point: Radio frequency fields at this site may exceed FCC rules for humon exposure. For your safety. obey oil posted signs and site guidelines for working In radio frequency environments. • awn.. ue 0.1.01 s•..ea.. o.r. 0 M. r CLEARWIRE ANTENNA INFORMATION NO. SECTOR ANTENNA BAND # AZIMUTH MODEL QTY. DOWNTILT RAD CENTER FT. AGL COAX LENGTH (±) A RED 1 60' REVISED FC D'S 1 0 105' -0' 145' -0" B BLUE 2 180' 1 0 105' -0" 145' -0' C YELLOW 3 300' 1 0 105' -0" 145' -0' NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET OPS ANTENNA LOCATION OPTIONS: (1) EQUIPMENT CABINET; (2) ANTENNA MAST; (3) H— FRAME: FIELD VERIFY LABEL MARKING SHALL BE PLACED AT: 1. WITHIN 12' OF CABLE AT BOTH ENDS 2. AT /NEAR TOWER MGB 3. PRIOR TO ENTRY INTO THE CABINET FOR A CABLE SUPPORT BRIDGE *COORDINATE BACKHAUL INSTALLATION WITH FINAL DIGS RF SIGNAGEN ANTENNA SCHEDULE 24"x36" SCALE: NOT TO SCALE 3 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11 "x17' SCALE NOT TO SCALE 2 PROPOSED CONFIGURATION PROPOSED CLEARWIRE HUMID RRU3702 DAP HEAD MOUNTED BEHIND PANEL ANTENNA PROPOSED CLEARWIRE KATHREIN PANEL ANTENNA (4) PROPOSED CLEARWIRE CLEARCOMM WIMAX / EXPEDIENCE DIPLEXERS MOUNTED BACK TO BACK IN PAIRS EXISTING CLEARWIRE BTS — RELOCATE ON MOUNTING STANCHION AS REQUIRED FOR TEMPORARY USE — REMOVE BY END OF 2009 EXISTING CONFIGURATION EXISTING MOUNTING STANCHION EXISTING CLEARWIRE STELLA DORADUS PANEL ANTENNA TO BE REPLACED WITH KATHREIN PANEL ANTENNA EXISTING CLEARWIRE BTS UNIT TO BE RETAINED TEMPORARILY AND REMOVED BY END OF 2009 ANTENNA CONFIGURATIONj" 24 "x3 §" SCALE: 3 8" = 1' -0' 1 11'x17 SCALE: 3/16' 1' -0' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w°re® 4400 CARILLON POINT KIRKLAND, WA 98033 PACIFIC TELECOM SERVICES, LLC 388 FUN Avow. 5.. One, 650 5.031e, WA. 98104 Phone: (208) 342 -9000 Cm: (206) 903 -8513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT ATC SOUTHGATE PARK WA- SEA255W08.1 REVISIONS NO. DATE DESCRIP110N INITIAL 1 04-0849 SITE MOD JFO 2 05 -15-09 FINAL COO NU 3 09 -16-09 REVISED FC D'S COD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF INFORMATION AND DETAILS SHEET NUMBER RF -1 EQUIPMENT SPECIFICATIONS: 1) BINOCULARS OR SPOTTING 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 CALIBRATION A) MATCHED LOAD (50 OHM TERMINATION AT PCS /ESMR FREQUENCIES) B) SHORT LOAD C) OPEN LOAD 4) PLOTTER /PRINTER OR LAPTOP PC WITH CABLING 5) PRECISION DIN —TYPE TERMINATIONS FOR SWEEP ICS lb 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 —CBS (NOTE: WHEN USING THE ANRITSU SITE 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 OMDE THE PEAK AND VALLEY MEASUREMENTS BY (4) TO GET THE CORRECT INSERTION LOSS. IF THE SITE MASTER MODE IS SET —UP TO MEASURE CABLE LOSS YOU MUST DIVIDE THE PEAK AND VALLEY MEASUREMENTS BY (2) TO GET THE CORRECT INSERTION LOSS. THE MATHEMATICAL MODEL FOR RL OF EACH CABLE ASSEMBLY (JUMPER, OR MAIN LINE) IS PROVIDED BELOW: 1) CONVERT ALL COMPONENTS VSWR'S TO REFLECTION COEFFICIENT:\ REEF COEFF = (VSWR- 1) /(VSWR +1) 2) CALCULATE FEEDER ATTENUATION FACTOR: ATT FACTOR = DP(—(ATTENUATION (DB /100FT)*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 RSS (ROOT SUM OF THE SQUARES) OF REFLECTIONS FROM STEP 3 RFF = (REF1"2 +RET2"2 +REF3"2+ )".5 7) CALCULATE EXPECTED SYSTEM VSWR AND RETURN LOSS: VSWR - (1 +RFF) /(1 —RFF) RET LOSS — — 20•LOG 10(RSS) TEST EQUIPMENT SUITES OPTION A OPTION @ WILTRON SITE/ASTER 5331 CABLE AND ANTENNA ANALYZER OR EQUIVALENT EQUIPMENT SPECTRUM ANALYZER WITH PLOT STORAGE CAPABILITY (800MHz -2.1 GHz RANGE) OR APPROVED EQUAL SPECTRUM ANALYZER (FOR PORT —TO —PORT TESTING) SIGNAL GENERATOR (800MHz -2.1 GHz RANGE) SIGNAL GENERATOR (FOR PORT —TO —PORT TESTING) DIRECTIONAL COUPLER (40 dB DIRECTMTY OR BETTER) 2 EITHER FFT CAPABILITY FOR THE SPECTRUM ANALYZER OR TDR EQUIPMENT SWEEP TEST PROCEDURE; PREUMINARY VISUAL INSPECTION PRIOR TO TRANSMISSION LINE TESTING, A VISUAL INSPECTION IS TO BE PERFORMED TO VERIFY THAT THE CELL SITE IS 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 PREPARATION VERIFY THAT ALL TEST PERSONNEL AND EQUIPMENT ARE PRESENT, INCWOING TOWER CREW FOR ANTENNA MAST ACCESS. TESTING SEQUENCE 1) VERIFY THAT THE CORRECT BOTTOM JUMPER IS PRESENT (IF APPUCABLE) AND OF THE PROPER LENGTH AND NOTE IN THE CHECK OFF SHEET 2) VERIFY THAT THE CORRECT TOP JUMPER IS PRESENT OF APPUCABLE) AND OF THE PROPER LENGTH AND NOTE IN THE CHECK —OFF SHEET. 3) VISUALLY CHECK FOR ANY EXCESSIVE JUMPER STRESS CAUSED BY 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 —LINE OR JUMPERS. EXIT CRITERIA VERIFY THAT THE CABLE AND ANTENNA ARE PROPERTY INSTALLED AND FREE FROM ANY OBVIOUS DEFECTS. FEED UNE INSERTION LOSS TEST; TEST THE INSERTION LOSS VALUES ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY RANGE (TO AVOID RE— CALIBRATION FOR DISTANCE —TO —FAULT TEST). TEST PREPARATION 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 MANUFACTURER'S 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 MANUFACTURER'S EQUIPMENT. 7) VERIFY THAT THE DISPLAY WILL SHOW INSERTION LOSS (CALLED CABLE LOSS ON THE SITE MASTER); OR MEASURE RETURN LOSS THEN DMDE BY 2. 8) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION) 9) PERFORM SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION UNES. EXIT CRITERIA ALL TRANSMISSION UNES IN AU. SECTORS HAVE INSERTION LOSS LESS THAN OR EQUAL TO THE MAXIMUM ALLOWABLE THRESHOLD. CABLE ATTEN. CABLE LENGTH INSERTION LOSS (dB /FT) (FT) (dB) BOTTOM JUMPER: X MAIN FEEDUNE: X TOP JUMPER: X CONNECTOR PA PAIRS S R (dB) X 0.14 BOTTOM JUMPER MAIN FEEDUNE LOSS (dB) LOSS (dB) TOP JUMPER LOSS (dB) IF TOP AND BOTTOM JUMPERS ARE NOT APPLICABLE TO YOUR CABLE CONFIGURATION, ENTER (0) LOSS FOR THESE INSERTION LOSS (dB) CONNECTOR MAX. INSERTION LOSS (dB) LOSS (dB) FEED I INE DISTANCE —TO —FAULT TEST 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 IS A LOSS OF THE INTENDED TRANSMIT POWER AND IS CALLED "THE RETURN LOSS' BY MEASURING THE TIME REQUIRED FOR NE SIGNAL TO TRAVEL TO THE POINT OF ANOMALY AND BACK, ONE CAN DETERMINE THE ANOMALY'S DISTANCE FROM THE POINT OF ORIGINATION OF THE SIGNAL THE RETURN LOSS VALUES OF THE FEED LINE COMPONENTS ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY BAND. THIS TEST USES DISTANCE TO FAULT MEASUREMENTS TO DETERMINE THE RETURN LOSS ASSOCIATED WITH EACH CONNECTOR PAIR AND CABLE COMPONENT OF THE TRANSMISSION FEED UNE. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUES LISTED BLOW. IF THE VALUE OF THE RETURN LOSS DOES NOT MEET THIS VALUE, THEN THE APPLICABLE ANTENNA TRANSMISSION UNE 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. ENTRANCE CRITERIA — PASSED PRELIMINARY VISUAL INSPECTION — PASSED FEED LINE INSERTION LOSS TEST TEST PREPARATION 1) INSTALL A 7/16 DIN 50JAATCHED LOAD INTO THE CONNECTOR AT THE ANTENNA END OF TRANSMISSION FEED LINE TOP JUMPER 2) VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE MATCHED LOAD MATCHES THE MANUFACTURER'S RECOMMENDATIONS 3) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE FOR THE ASSIGNED FREQUENCY BAND USED IN THE MARKET. ENSURE THAT THE TRANSMITTED SWEEP FALLS WITHIN THE 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 MANUFACTURER'S 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 TESTING SEQUENCE NOTE MEASUREMENTS OF THE RETURN LOSS AND THE DISTANCE CORRESPONDING TO EACH CONNECTOR PAIR. ALSO NOTE THE LOWEST RETURN LOSS 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 LINE FROM THE BEGINNING OF THE ATP. PERFORM THE SETUP AND MEASUREMENTS FOR ALL REMAINING LINES EXIT CRITERIA All TRANSMISSION UNE COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD. MINIMUM COMPONENT RETURN LOSS VALUES COMPONENT RETURN LOSS (dB't CONNECTORS 2 30 CABLE 2 45 ANTENNA SUBSYSTEM RETURN LOSS TEST; THE RETURN LOSS VALUES OF THE ANTENNA SUBSYSTEM COMPONENT (NOT TO INCLUDE TRANSMISSION FEED LINE CONTRIBUTIONS) ARE TO BE OBTAINED FOR THE COMPANY'S ASSIGNED FREQUENCIES IN YOUR MARKET. THESE VALUES SHOULD BE REFERENCED TO THE 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 BE REPEATED FOR EACH CARRIER FREQUENCY IN USE AT THE SITE. ENTRANCE CRITERIA VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY REFERENCING THE ANTENNA SWEEP ANALYSIS FOR YOUR MARKET BY CONTACTING RF ENGINEERING. — PASSED PRELIMINARY VISUAL INSPECTION — PASSED FEED UNE INSERTION LOSS TEST — PASSED FEED LINE DISTANCE —TO —FAULT TEST TEST PREPARATION — BTS RECEIVE FREQUENCY TEST CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO NE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION RECEIVE FREQUENCIES USED IN YOUR MARKET. 1) CALIBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S 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 LINE CONNECTOR WITH THE ANTENNA MATCHES THE MANUFACTURER'S RECOMMENDATIONS. TEST EQUIPMENT CONNECTION TESTING SEQUENCE — BTS RECEIVE FREQUENCY TESTS 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 CALCULATED, THEN THE TEST HAS FAILED. TEST PREPARATION — BTS TRANSMIT FREQUENCY ILSIS 1) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO NE BASE STATION TRANSMIT FREQUENCIES USED IN YOUR MARKET. 2) SET TRANSMIT POWER TO TEST EQUIPMENT 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. TESTING SEQUENCE — BAS TRANSMIT FREQUENCY ItsIS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE IN THE PROVIDED WORKSHEET IF NE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED, THEN NE TEST IS FAILED. PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION UNES. EXIT CRITERIA ALL ANTENNAS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD. TRANSMISSION SYSTEM RETURN 1OSS TEST; THE RETURN LOSS VALUE FOR THE AGGREGATE TRANSMISSION LINE AND ANTENNA SYSTEM (INCLUDING WEATHER PROOFING) IS TO BE OBTAINED FOR BOTH NE 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 THE RETURN LOSS IS LESS THAN THE DESIGNED VALUE, THEN THE SYSTEM FAILS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THE ATP. ENTRANCE CRITERIA — VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY CONTACTING RF ENGINEERING — PASSED PRELIMINARY VISUAL INSPECTION — PASSED FEED LINE INSERTION LOSS TEST — PASSED FEED LINE DISTANCE —TO —FAULT TEST TEST PREPARATION — BTS RECEIVE FREQUENCY TESTS 1) VERIFY THAT ANTENNAS ARE CONNECTED TO THE APPROPRIATE FEED LINE 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 UNE 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 NE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION). 6) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO NE BASE STATION RECEIVE RF FREQUENCIES USED IN YOUR MARKET. 7) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT. 8) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS. THE SWEEP TESTS PROVIDE A MEANS OF DETERMINING THE CONDITION OF NE TRANSMISSION SYSTEM. IT IS IMPORTANT TO MAINTAIN A VALUE OF RETURN LOSS THAT IS AS LOW AS POSSIBLE TO MAINTAIN THE SYSTEM INTEGRITY. IT IS ALSO VITALLY IMPORTANT TO REALIZE THE PROPER TEST CONDITIONS WHEN ANALYZING NE SYSTEM. THE BEST RETURN LOSS FIGURES WILL ALWAYS OCCUR WHEN THERE IS A 50 OHM LOAD PRESENT AT THE END OF THE TRANSMISSION LINE RATHER THAN AN ANTENNA. IT IS ALSO IMPORTANT TO COMPARE SWEEP RESULTS USING THE SAME EXACT SETUP. THAT IS IF THE MEASUREMENT WAS MADE WIN AN ANTENNA THE COMPARED RESULTS MUST BE MADE WITH THE SAME ANTENNA OR ONE WITH VERY SIMILAR RETURN LOSS CHARACTERISTICS. IF NE RESULTS WERE OBTAINED WITH A 50 OHM LOAD THEY MUST BE COMPARED WITH A 50 OHM TERMINATION. TESTING SEQUENCE — BTS RECEIVE FREQUENCY TESTS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER NE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE TRANSMISSION SYSTEM IS 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 IS MOST LIKELY FAULTY). IF REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANTENNA/ANTENNA CONNECTION RE —TEST THE TRANSMISSION UNE FROM NE BEGINNING OF NE ATP. TEST PREPARATION — BR TRANSMIT 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 EQUIPMENT DEFAULT — CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT — VERIFY THAT THE DISPLAY WILL 5110W RETURN LOSS — VERIFY RETURN LOSS VALUES TESTING SEQUENCE — BTS TRANSMIT FREQUENCY TESTS — 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 AND REPLACE THE SUSPECT COMPONENT. (NOTE: AT THIS POINT, IF ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED, THE ANTENNA CONNECTION IS MOST LIKELY FAULTY). IF REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANTENNA /ANTENNA CONNECTION, RE —TEST THE TRANSMISSION UNE FROM THE BEGINNING OF THE ATP — PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION LINES EXIT CRITERIA ALL ANTENNAS AND COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD VALUE. — PASSED PRELIMINARY VISUAL INSPECTION — PASSED FEED LINE INSERTION LOSS TEST — PASSED FEED LINE DISTANCE —TO —FAULT TEST — PASSED ANTENNA SUBSYSTEM RETURN LOSS TEST FINAL VISUAL. INSPECTION: ENTRANCE CRITERIA PASSED ALL ELECTRICAL TESTS. TESTING SEQUENCE 1) VERIFY THAT NE RADOMES 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 MAGNETIC NORTH. MEASURE MECHANICAL DOWN —TILT 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. LE., 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 COOING 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 CODING SCHEME). 6) VERIFY THAT APPROPRIATE TAGS ARE ATTACHED TO THE TOP AND BOTTOM OF THE FEED LINE SYSTEM MD 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 UNES 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 CRITERIA SUCCESSFUL COMPLETION OF THE ANTENNA SWEEPING ATP CONNECTORS P/F SECTOR 11 SECTOR #2 SECTOR #3 WEATHER PROOFING P/F SECTOR $1 SECTOR #2 SECTOR #3 WEARER PROOFING P/F SECTOR ®1 SECTOR #2 SECTOR #3 ANTENNA P/F SECTOR II SECTOR #2 SECTOR #3 BTS, DAP, OR RRU UNIT COLOR CODING TAG ANTENNA DOWN TILT AND ORIENTATION SECT4E ANgNNA DOWN-TILT ORIENTATION SIDE TILT SECTOR 1 TXO /RXO JFO 2 05-WM RX1 WOK 3 09-45-IN SECTOR 2 TXO /RXO RX1 SECTOR 3 TXO /RXO RX1 ANTENNA COLOR CODING TOP JUMPER COLOR CODING COLOR CODING GROUNDING STRAP TRANSMISSION UNE BOTTOM JUMPER COAX COLOR CODE P/F SECTOR #1 SECTOR #2 SECTOR 13 COAX CABLE P/F SECTOR '1 SECTOR /2 SECTOR /3 GROUNDING SECTOR 11 SECTOR g2 SECTOR ®3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear were® 4400 CARILLON POINT KIRKLAND, WA 98033 PACIFIC TELECOM SERVICES, LLC 568 Olsl A•.na. S.. Safi. 650 Seattle. WA. 66104 Phan.: (206) 342 -9000 Far. (205) 903 -8513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT ATC SOUTHGATE PARK m ID DI LAT 3 6 REVISIONS NO. DATE DESCRIPTION INITIAL 1 04-06 SITE MOD JFO 2 05-WM FINAL CO9 WOK 3 09-45-IN REVISED FCO'S COD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SWEEP TEST SHEET NUMBER RF-2 GROUNDING KEYED NOTES: • 0 COMPRESSION TYPE CONNECTION O d2 AWG ANTENNA MOUNT GROUND TO EXISTING GROUND BAR O EXISTING MONOPOLE GROUND BAR ABBREVIATIONS AWG BCW DWG EMT GEN IGR IMC MOB PCS PTS PVC RCS RWY TYP AMERICAN WIRE GAUGE BARE COPPER WIRE DRAWING ELECTRICAL METALLIC TUBING GENERATOR INTERIOR GROUND RING (HALO) INTERMEDIATE METAWC CONDUIT MASTER GROUND BAR PERSONAL COMMUNICATION SYSTEM POWER TRANSFER SWITCH RIGID (SCH. 40) POLYVINYL CHLORIDE CONDUIT RIGID GALVANIZED STEEL RACEWAY TYPICAL ELECTRICAL SYMBOLS GROUND BAR GROUND ROD WITH ACCESS e CHEMICAL GROUND ROD • GROUND ROD DISCONNECT SWITCH '04 • • METER CIRCUIT BREAKER CADWELD TYPE CONNECTION COMPRESSION TYPE CONNECTOR GROUNDING WIRE -.— REPRESENTS DETAIL NUMBER —REFERENCE SHEET NUMBER GROUNDING NOTES: 1. CONTRACTOR SHALL CAREFULLY REVIEW GROUNDING NOTES AND CONSULT WITH TOWER OWNER FOR SITE SPECIFIC CONDITIONS IF THERE SHOULD BE ANY FURTHER CLARIFICATIONS NEEDED 2. CLEARWIRE GROUNDING LEADS COMING FROM BOTH ANTENNAS AND COAX GROUND KITS SHALL BE DIRECTED TO A DEDICATED CLEARWIRE BUSS BARS AND SHALL BE LOCATED UP ON A GWEN POLE OR TOWER NEAR THE BOTTOM OF ANTENNAS BEING DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE AND / OR ANGLE ADAPTERS (E.G. PIROD / VALMONT GROUNDING BUSS BAR PART NUMBER B2981 [ CLEARWIRE CONSTRUCTION MANAGER SHALL CONFIRM BUSS BAR PART PRIOR TO CONTRACTOR PURCHASE OF PART] BEING ANCHORED TO A MOUNTING BRACKET KIT FOR 82372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER 81852 OR EQUIVALENT (W /O CHERRY INSULATORS)). 3. ANCHORING OF CLEARWIRE UPPER BUSS BAR SHALL NOT EMPLOY THE USE OF DRIWNG, WELDING OR CUTTING INTO THE EXISTING POLE OR TOWER (ALL NEW ATTACHMENT BRACKETS SHALL BE CLAMPED OR MECHANICALLY FASTENED TO POLE OR TOWER). 4. CLEARWIRE ANTENNA AND COAX GROUND LEADS SHALL TERMINATE AT UPPER BUSS BAR W/O INSULATORS AT THE NEAR ANTENNA LOCATION WITH LEADS NOT CONTINUING DOWN THE POLE SHAFT OF TOWER LEG (TOWER STRUCTURE SHALL SERVE AS GROUNDING MEDIUM IN ORDER TO ENSURE THAT ALL EQUIPMENT ON THE TOWER IS ON THE SAME GROUND POTENTIAL MAINTAINING ONE COMMON GROUND PLANE). 5. A SECOND CLEARWIRE BUSS BARS ]SfIIi STAND OFF INSULATORS (E.G. PIROD / VALMONT GROUNDING BUSS BAR PART NUMBER 62981 [ CLEARWIRE CONSTRUCTION MANAGER SHALL CONFIRM BUSS BAR PART PRIOR TO CONTRACTOR PURCHASE OF PART] BEING ANCHORED TO A MOUNTING BRACKET KIT FOR 82372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER 81852 OR EQUIVALENT [yaw STANDOFF CHERRY INSULATORS]) SHALL BE ADDED AT THE BASE OF THE TOWER TO CAPTURE ANY ADDITIONAL TOWER SURFACE LIGHTNING RESIDUAL SHEETING WITH A DEDICATED CLEARWIRE GROUND LEAD BEING DIRECTED TO GROUND AND ATTACHED TO THE EXISTING TOWER GROUND RING (FINAL LOCATION OF BOTTOM OF TOWER GROUND BUSS BAR SHALL BE APPROVED BY TOWER REPRESENTATIVE PRIOR TO INSTALLATION). 8. CLEARWIRE GROUND LEAD FROM LOWER CLEARWIRE BUSS BAR SHALL BE NO. 2 OR 2/0 AWG WIRE AND SHALL ATTACHED TO EXISTING POLE / TOWER GROUND RING WITH PARALLEL THRU WIRE MOLD (EG. PIROD / VALMONT PART NUMBER 171791 OR EQUIVALENT). 7. CLEARWIRE GROUND LEADS MAY NOT BE ATTACHED TO EXISTING GROUND RINGS WITH ANY CONFIGURATION OTHER THAN THE 'PARALLEL THRU WIRE MOLD' WITH THE LEAD SWEEPING INTO THE GROUND RING IN THE CONFIGURATION SHOWN ON THE GROUNDING PLAN. 8. CLEARWIRE GROUND LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS AN ESTABUSHED GROUND BUSS BAR POSITIONED AT THE TOP OF A NONCONDUCTIVE POLE OR STRUCTURE (E.G. WOOD UTILITY POLES, PRE -CAST CONCRETE POLES. BUILDINGS, FIBERGLASS STRUCTURES, ETC.) SHALL EMPLOY THE USE OF SEPARATE GROUND LEAD CONDUCTORS RUNNING DOWN THE POLE OR STRUCTURE TO A BUSS BAR AT THE BASE OF THE POLE OR STRUCTURE AND FURTHER RUNNING INTO AN EXISTING GROUND RING. w.m by e. ow* W w ....r IT..,u.} 24'x36' SCALE 1' = 11'07' SCALE: 1/2' = 1' -0' 1 I. • GROUNDING PLAN [ 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w °re® 4400 CARILLON POINT KIRKLAND, WA 98033 PACIFIC TELECOM SERVICES, LLC 568 FlN Arenoe S, 5411. 650 5.981e, WA. 98104 Phony. (206) 342 -9000 Po:: (206) 903 -8513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT ATC SOUTH 00 LC) REVISIONS NO. DATE DESCRIPTION INITIAL 1 0406- SITE MOD JRO 2 61 -Ie-09 FINAL CO9 MBx 3 ® -16-09 REVISED FCD'S COO NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING PLAN SHEET NUMBER E-1 • • ■ NO. DATE #6 AWG FROM ANTENNA CABLE GROUND KIT GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER liii 1111 I 11 .1FO 1 I 05-I8-09 0 O ED O O Mg NMI INV ' MIMI 'TWO BE SERVICE HOLE LUG, OR EXOTHERMIC WELD TO USED WITH #2 AWG BCW TO BUILDING GROUND OR GROUND RING CONDUCTOR SHALL BE EUMINATED ' GROUND BARS AT BOTTOM SHALL ONLY USE EXOTHERMIC GROUND WHEN TO OF TOWERS /MONOPOLES WELDS. GROUND BAR IS ELECTRICALLY BONDED METAL TOWER /MONOPOLE STRUCTURE NOT USED NOT USED NOT USED GROUND WIRE INSTALLATION 24 "x36" SCALE NOT TO SCALE 12 11 "xI7' SCALE: NOT TO SCALE 24'x36• SCALE: NOT TO SCALE 11 11 "x17" SCALE NOT TO SCALE 24 "x36• SCALE: NOT TO SCALE 1 0 11 "x17" SCALE NOT TO SCALE 24'x36" SCALE NOT TO SCALE 9 11 "x17' SCALE NOT TO SCALE 0 ( 7/16• r ` BAR, OR CONFIGURATION. ON NUMBER NEWTON -8 OR BRACKET. OR HHCS -1 OR BE STRUCTURE. BE fir° ?npyi® p. '- 3'' 0 0 0 J MIL 1) COPPER GROUND CAT. NO. 8 -6142 DOUBLE LUG VARY BASED 2) INSULATORS, 3) 5/8" LOCK WASHERS, CAT. NO. 3015 4) WALL MOUNTING CAT NO. A -6056 5) 5/8 -11 X 1" CAT NO. 3012 8) INSULATORS SHALL TOWER /MONOPOLE STRUCTURE SHALL - p 0 1/4 "x APPROVED OF INSTRUMENT NEWTON APPROVED NEWTON APPROVED BOLTS, APPROVED EUMINATED PER o 1' 4"x (ACTUAL GROUND INSTRUMENT NEWTON CONNECTION MANUFACTURERS 20 ", NEWTON INSTRUMENT CO. EQUAL HOLE CENTERS TO MATCH NEMA GROUND BAR SIZE WILL CONNECTIONS) CAT. NO. 3061 -4 OR APPROVED EQUAL CO. EQUAL INSTRUMENT CO. EQUAL INSTRUMENT CO. EQUAL WHEN BONDING DIRECTLY TO TO TOWER /MONOPOLE RECOMMENDATIONS. NOT USED 0 Q NOT USED / NOT USED V TYPICAL GROUND BAR J 24 "x36' SCALE NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 24 "x36' SCALE: NOT TO SCALE 11•x17' SCALE: NOT TO SCALE 24"x36" SCALE NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 24'x36" SCALE: NOT TO SCALE 11'x17" SCALE: NOT TO SCALE TO NNAS (TYPICALLY) COAX TO ANTENNA STANDARD GROUND MONOPOLE (� C ANTENNA GROUND BAR OF 3) "�. 0� ��I TYPE TA, , TYPE NC TYPE SS 12" TO 24" WEATHERPROOFING Rx2 Y Y Txl/Rx, KIT (TYP) �. COAX JUMPER i : GROUND KR (TYP) . ��, 120' MAX. •4; ANTENNA CABLE o KIT (TYP) `� AWG (PROVIDED WITH ,�� I III WITHOUT INSULATORS, BONDED DIRECTLY TO SEE TOP OF MONOPOLE. SEE NOTE ANTENNA GROUND BAR WITHOUT INSULATORS. BONDED DIRECTLY TO BOTTOM OF MONOPOLE. SEE NOTE GYP) TYPE VN _���� �M_— ' CONNECTOR WEATHERPROOFING I KR (TYP) SEE NOTE 2 �7 �I L , C� TYPE VS TYPE PT WEATHERPROOFING KR 1 GROUND KTf TYP) GROUND COAX CABLE (TYP FOR ALL) I � .I �j (SEE NOTE 3) CABLE GROUND KIT #6 AWG �' �t ANTENNA GROUND BAR, WITHOUT INSULATORS. TYPE TYPE W VB #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO H COAX TO SHELTER VIA TRAY OR ICE BRIDGE � EXOTHERMIC WELD MONOPOLE FOUNDATION BONDED DIRECTLY TO TOP OF MONOPOLE OR TOWER. ANTENNA CABLE TO BTS EQUIPMENT (TYP) `• �� TYPE GT �` „4'1 4 TYPE GY K\`' , \ TYPE GR \ - ��!! IWE GL GROUND BAR). SEE NOTE 1 B 2 CABLE CONNECTOR I I NOTES. / . -� TO GROUND RING 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. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUND RING #2 AWG BCW SOLID ¢¢ -- -� -- - - - - -- - -4 TINNED (TYPICAL 4— i NOTE: NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUND CABLE CONNECTIONS -A- CADWELD GROUNDING CONNECTIONS ,-.1- CABLE GROUND KIT CONNECTION ANTENNA CABLE GROUND - MONOPOLE 1 24'x36" SCALE NOT TO SCALE 11•x17" SCALE: NOT TO SCALE 4 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE - 11 "x17" SCALE: NOT TO SCALE 2 24"x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w °re® 4400 CARILLON POINT K IRK LAND, WA 98033 PACIFIC TELECOM SERVICES, LLC 566 FRO Menu. 5.. Son. 650 5.o111., WA. 98104 PI,00.: (206) 342 -9000 Pox: (206) 903 -8513 RECEIVED SEP 16 2009 COMMUNITY DEVELOPMENT CD REVISIONS NO. DATE DESCRIPTION INOWL 1 04-06-06 SITE MOD .1FO 2 05-I8-09 FINAL COs MOK 3 09 -16-09 REVISED FCD'S COD NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2