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HomeMy WebLinkAboutPermit PL13-025 - SMARTLINK LLC - SPRINT TYPE 1 WIRELESS FACILITYSPRINT SE25XC333 MCQUEEN 1040 MARTIN LUTHER KING JR WY S PL13-025 L13-023 TYPE 1 WIRELESS FACILITY City otTukwila Jim Haggerton, Mayor Department of Community Development NOTICE OF DECISION TO: Allision Zike, Applicant SEBCO, INC., Owner Jack Pace, Director June 26, 2013 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 L13-023 Allison Zike of Smartlink, LLC on behalf of Sprint Wireless Type 1 Wireless Communications Facility Permit The applicant is requesting approval of a Type 1 Wireless Communications Facility Permit to replace existing panel antennas with new antennas; one new equipment cabinet will replace two existing equipment cabinets on the ground. 10400 Martin Luther King JR. Way, Tukwila WA L05-024, Installation of a wireless communication facility. L09-044, operating a wireless communication facility. Light Industrial (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. CJ Page 1 of 2 W:\Users\Courtney Johnson\wireless_telecommunication\2013_06_25_NOD_Sprint.doc 06/26/2013 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 One administrative appeal to the Hearii,g Examiner of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner decision. 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 July 10, 2013. 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 $515 plus additional fees if review time exceeds 5 hours. 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 Johnson, who may be contacted at (206) 431-3662 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 Development City of Tukwila CJ Page 2 of 2 W:\Users\Courtney Johnson\wireless_telecommunication\2013_06_25_NOD_Sprint.doc 06/26/2013 NOTIFICATION: FILE NUMBER: APPLICANT: PROPERTY OWNER: REQUEST: LOCATION: Previous PERMITS issued for Wireless facilities at this location SEPA DETERMINATION: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: ATTACHMENTS: STAFF REPORT TO THE DIRECTOR PREPARED June 22, 2013 Public Notice is not required for a Type 1 application. L13-023 Allison Zike of Smartlink, LLC on behalf of Sprint Wireless SEBCO, INC. Type 1 Wireless Facility Permit to replace existing panel antennas with new antennas. The new antennas will be housed inside a cylindrical RF- transport enclosure. One new equipment cabinet will replace two existing cabinets and will be located on the ground. The equipment cabinet will be screened by existing landscaping and a chain link fence. 10400 Martin Luther King JR. Way, Tukwila WA L05-024, installation of a wireless communications facility. L2000-04, operating a wireless communication facility. Exempt Light Industrial (LI) Light Industrial (LI) Courtney Johnson, Planning Intern A. Project site plans B. Aerial Photos FINDINGS Vicinity/Site Information Project Description: The applicant is requesting approval of a Type 1 Wireless Facilities Permit to replace three existing antennas on the rooftop and install one new equipment cabinet on the ground.. Sprint proposes to remove two existing equipment cabinets located on ground level to install one new equipment cabinet in the existing enclosure. Existing Development: The property is approximately 200,471 square feet in size and there are currently three office buildings located on the site. The site also includes a large number of parking stalls and outdoor storage. The buildings on the site are 23 feet six inches in height. Surrounding Land Uses: The subject property is surrounded by commercial and light industrial uses. The project area is bordered to the south by an on ramp to Interstate 5. Martin Luther King Jr. Way borders the property to the east. On the east side of Martin Luther King Jr. Way is a self- storage business. To the north subject property is large commercial property currently used for warehouse operations. The Lindal Cedar Homes and Interstate 5 border the property to the west. 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 stand alone Wireless Communication Facility (WCF) within the City. The applicant is proposing to replace existing antennas with new antennas located on building C. The proposed cabinets will replace two existing equipment cabinets located on the ground level, screened by a six foot chain link fence and existing landscaping. 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: Table 1 General Design Prosect 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 Sprint will maintain an active business license with the City of Tukwila 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. CT Page 2 of 4 W:\Users\Courtney Johnson\wireless_telecommunication\2013_Staff_Report_Sprint.doc 06/26/2013 5. Towers shall maintain a galvanized steel finish. X Project does Not Applicable The rooftop antennas and associated mounting hardware will be screened within a radome shroud 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. X not comply The rooftop antennas and associated mounting hardware will be screened within a radome shroud. 7. Antennas shall have the same color scheme as the structure they are located on. X The screening shroud will be painted to match the existing building conditions. 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 is or 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 exceed the existing antenna height or the zone height. 2. Antennas shall be painted to match the color scheme of the tower. X The antennas will be mounted within a radome screening shroud. 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 X Any feed lines and cables visible will be painted to match the color scheme of the building. CT Page 3 of 4 W:\Users\Courtney Johnson\wireless_telecommunication\2013_Staff Report_Sprint.doc 06/26/2013 match the tower. 5. A new cabinet shall be located within the equipment enclosure X The new cabinet is will be contained within the existing ground equipment enclosure. that was approved as part of the original application, or it will require a Type 2 decision. 6. Setbacks shall not apply when an applicant installs new antennas on an existing X New equipment installed will comply with existing standards for all new antennas and equipment cabinets. 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. Sprint has 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 06/26/2013 W:\Users\Courtney Johnson\wireless_telecommunication\2013_Staff_Report_Sprint.doc, City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION May 31, 2013 Smartlink, LLC — Allison Zike 14432 SE Eastgate Way, Ste. 260 Bellevue, WA 98007 RE: L13-023: Sprint SE25XC333 MCQUEEN Dear Ms. Zike, Your application for a Wireless Telecommunication facility for Sprint at 10400 Martin Luther King JR. Way in Tukwila is considered complete on May 31, 2013, for the purpose of meeting the state mandated time requirements. The determination of a 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. I will be contacting you soon to discuss other components or requirements of the permit process if needed. Your file number is L13-023 and your project number is PL13- 025. If you have any questions for me, please feel free to contact me at (206) 431-3662. Courtney Johnson Courtney.Johnson@Tukwilawa.gov Planning Department cc. L13-023 COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. x 1. Application Checklist (1 copy) indicating items submitted with application. x 2. Completed Application Form and drawings (5 copies). X 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8.5" by 11". Plans shall be no greater than 24" x 36". x 4. Application Fee: See attached Land Use Fee Schedule. X 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). N/A 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microshell and is to be attached to an exiting structure that is not a residence or school and does not contain a residence or a school; ii) Includes personal wireless antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest or agriculture zone; or iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. X 7. A letter from the applicant describing the proposed project and describing compliance with the City's Code requirements. N/A 8. Sensitive Area studies and proposed mitigation (if required). N/A 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Chapter 8.22, "Noise". If the application requires a Type II review these additional items are needed: X 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; N/A 11. Materials board for the screening material; N/A 12. Landscaping plan; X 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; N/A 14. If the facility is located within a residential zone, a report from a radio frequency engineer explaining the need for the proposed wireless communication facility at that location. Additionally, the applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. If the application requires a Type IV review these additional items are needed: 15. A narrative responding to the criteria at TMC Section 18.58.060. 16. The radio frequency engineer report shall include a discussion of the information required under TMC Section 18.58.070. The report shall also explain why a tower must be used instead of any of the other location options outlined in Table A. 17. Engineering Plans for the proposed tower. 18. A vicinity map depicting the proposed extent of the service area. 19. A graphic simulation showing the appearance of the proposed tower and ancillary structures and ancillary facilities from five points within the impacted vicinity. Such points are to be mutually agreed upon by the Director of DCD and applicant. All plans and photo simulations shall include the maximum build -out of the proposed facility. 20. Evidence of compliance with Federal Aviation Administration (FAA) standards for height and lighting and certificates of compliance from all affected agencies. 21. Evidence that the tower has been designed to meet the minimum structural standards for wireless communication facilities for a minimum of three providers of voice, video or data transmission services, including the applicant, and including a description of the number and types of antennas the tower can accommodate. PUBLIC NOTICE MATERIALS: 22. Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 23. Provide two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple -family buildings—e.g. apartments, condos, trailer parks --must be included (see Public Notice Mailing Label Handout). Or See attached Land Use Fee Schedule for City of Tukwila to provide labels 24. If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. smartlink DOCUMENTATION TRANSMITTAL DATE: May 28, 2013 TO: City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 FROM: Allison Zike Planning Coordinator RE: Sprint Spectrum SE25XC333 McQueen Type 2 WCF Permit Application THE FOLLOWING DOCUMENTS HAVE BEEN ENCLOSED: RECEIVED MAY 28 2013 Dt-Vf_LUI'Mf_N One (1) Application Checklist Five (5) WCF Application Form One (1) Affidavit of Ownership and Hold Harmless Permission to Enter Property One (1) NIER Report One (1) Project Description Four (4) Photo Simulations One (1) 11" x 17" Construction Drawings Five (5) Full Size Construction Drawings If you have any questions and/or concerns about the enclosed materials, please feel free to contact me at work (425)274-4444 x112, by cellular (559) 361-2717, or via e-mail allison.zike@smartlinkllc.com. Thank you. 14432 SE Eastgate Way, Suite 260 • Bellevue, WA 98007 p: 425.274.4444 • f: 425.274.4449 www.smartlinkllc.com PROJECT DESCRIPTION DECEIVED MAY 28 2013 INTRODUCTION COMMUNITY I)LVLLOPMENT Sprint is a wireless telephone company operating throughout the United States of America. Sprint is licensed to operate in the United States by the Federal Communications Commission (FCC). This proposal describes the scope of the proposed project by providing specific information regarding the project location, zoning, specifications, and required services. It is Sprint'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 coverage to Sprint's customers and provide critical communication services for emergency, business, and personal use. Project Goals The goal of the Sprint SE25XC333 McQueen site is to upgrade Sprint's existing network to provide better telephone service. Sprint 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 ■ Commercial Building Permit Sprint Spectrum SE25XC333 McQueen Page 1 GENERAL PROJECT DESCRIPTION Project Overview The applicant, Sprint, proposes to modify an existing wireless facility at 14240 Interurban Avenue South. Sprint is proposing to replace/upgrade three (3) existing antennas and install one (1) new equipment cabinet to a rooftop wireless facility. After system testing, Sprint will remove two (2) existing equipment cabinets and install one (1) new equipment cabinet. Facility Specifications ■ Antennas - Sprint is proposing to replace/upgrade three (3) existing antennas at rooftop wireless facility. Please see Sheet A-2 and A-4 for additional information. • Facility Maintenance - The facility is generally serviced once a month. One (1) to two (2) employees are on site for an average of four (4) hours of maintenance checks. This check is typically for preventive maintenance purposes. In the event of a problem, a crew is dispatched to the site immediately. Sprint Spectrum SE25XC333 McQueen Page 2 GENERAL SITE ANALYSIS Zoning General Plan Designation The site is zoned Light Industrial (LI). Sprint's proposed telecommunication facility 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 wireless communication facility requires the appropriate type of project permit review, as shown in Table A: TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility Zoning(1) Type of Facility Residential Commercial industrial Transmission tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1 Type 1(2' Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(31 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 ofway: Residential — LDR, MDR, or HDR. Commercial — 0, MUC, RCC, NCC, RC, RCM, TUC, C/LI or TICS. 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. Accordingly, Sprint 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: Splint Spectrum SE25XC333 McQueen Page 3 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. Sprint's equipment will meet all applicable noise standards. Business License Requirement According to TMC 18.58.070: 2. Business license requirement - 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. Sprint will maintain an active business license with the City of Tukwila. 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. Parking - 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. Sprint Spec/rum SE25XC333 McQueen Page 4 Finish According to TMC 18.58.070: 5. Finish - 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 rooftop antennas and associated mounting hardware will be screened within a radome shroud. 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 rooftop antennas and associated mounting hardware will be screened within a radome shroud. Color According to TMC 18.58.070: 7. Color - All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. The screening shroud will be painted to match the existing building conditions. 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 lighting will be on-site. Splint Spcciruin SIs2.5XC333 McQueen 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. Equipment will be located within an existing ground equipment enclosure. Height According to TMC 18.58.110: 1. Height - The proposed facility must meet the height requirements of the applicable zoning category. If the building where the facility is located is at or above the maximum height requirements, the antennas are permitted to extend a maximum of 3 feet above the existing roof line. Non -concealed building mounted facilities shall not qualify as "Rooftop Appurtenances" under TMC 18.50.080. According to TMC 18.30.080, the zone height maximum is 4 stories or forty-five feet (45'). Sprint is not proposing to exceed the existing antenna height or the zone height. Please see Sheet A-4 for more detailed elevation information. Antenna Aesthetics According to TMC 18.58.110: 2. Antenna aesthetics - The first preference for any proposed facility is to utilize flush -mounted antennas. Non flush -mounted antennas may be used when their visual impact will be negated by the scale of the antennas to the building. "Shrouds" are not required unless they provide a better visual appearance than exposed antennas. Antennas shall be painted to match the color scheme of the building(s). The antennas will be mounted within a radome screening shroud. Please see the enclosed Photo Simulations for more detailed information. Sprint Spectrum SE25XC333 McQueen Page 6 Feed Lines and Coaxial Cables According to TMC 18.58.110: 3. Feed lines and coaxial cables - Feed lines and cables should be located below the parapet of the rooftop. If the feed lines and cables must be visible, they must be painted to match the color scheme of the building(s). Any feed lines and/or cables visible will be painted to match the color scheme of the building. Cabinet Equipment According to TMC 18.58.110: 4. Cabinet equipment - If cabinet equipment cannot be located within the building where the wireless communication facilities will be located, then it must be located on the rooftop of the building. If the equipment can be screened by placing the equipment below the parapet walls, no additional screening is required. If screening is required, then the proposed screening must be consistent with the existing building in terms of color, style, architectural style and material. If the cabinet equipment is to be located on the ground, the equipment must be fenced with a 6 -foot -tall fence, and materials shall be used to screen the equipment from view. Barbed wire may be used in the TVS, LI, HI, MIC/L, and MIC/H zones. Sprint's proposed changes to existing equipment cabinets will be contained within the existing ground equipment enclosure. 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 Sprint'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. Sprint'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. Sprint has a license from the FCC to provide wireless services throughout Washington State. Sprint Spectrum SE25XC333 McQueen Page 7 A i BENJAMIN F. DAWSON III, PE THOMAS M. ECKELS, PE STEPHEN S. LOCKWOOD, PE DAVID J. PINION, PE ERIK C. SWANSON, PE THOMAS S. GORTON, PE MICHAEL H. MEHIGAN, PE RECEIVED HATFIELD & DAWSON MAY 28 2013 CONSULTING ELECTRICAL ENGINEERS TELEPHONE (206) 783-9151 9500 GREENWOOD AVE. N. cOMPAI JNI I r FACSIMILE (206) 789-9834 f)FVI_LUI'ML MA SEATTLE, WASHINGTON 98103 IL pinion@hatdaw.com �- JAMES B. HATFIELD, PE CONSULTANT MAURY L. HATFIELD, PE (1942 — 2009) PAUL W. LEONARD, PE (1925 — 2011) NON -IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS AND ENGINEERING CERTIFICATION PREPARED FOR SPRINT NEITEL Modified "McQUEEN" Facility SE25XC333 10400 MARTIN LUTHER KING JR. WAY CITY OF TUKWILA KING COUNTY, WASHINGTON MAY 2013 1 2 INTRODUCTION Hatfield & Dawson Consulting Engineers has been retained by Smartlink, LLC, to evaluate the proposed modifications to the Sprint Nextel ("Sprint") personal wireless facility "McQUEEN", site designator SE25XC333, for compliance with current Federal Communications Commission (FCC) and local guidelines regarding public exposure to radiofrequency (RF) electromagnetic fields. The Sprint facility will be modified as follows: existing panel antennas will be replaced with new panel antennas for proposed LTE operations, and the new antennas will housed inside a cylindrical RF -transparent enclosure. The facility has antennas on the rooftop of the building at 10400 Martin Luther King Jr. Way, Tukwila, in King County, Washington 98178. DESCRIPTION OF EXISTING AND MODIFIED SPRINT OPERATIONS According to information furnished by Smartlink and Sprint representatives, all of the new Sprint panel antennas will be centered at about 30 feet above grade. Thus all of the roof -mounted Sprint antennas are well above head height for persons inside nearby structures, or standing at ground level near the McQUEEN site. All of the antennas on the roof are highly directional in the vertical plane, and they project the majority of the transmitted RF energy horizontally away from the building, and well above all nearby habitable areas. Very little energy is directed downwards towards the nearest occupancies. Therefore RF exposure conditions within the building, and on adjacent properties, due to the combined contributions from all of the Sprint antennas will be well below the FCC public exposure limit, and the limits given in King County code K.C.C. 21A.26.100 "NIER exposure standards." AH of the Sprint antennas are mounted near the southeast corner of the rooftop. Places where a person could stand and be within the active aperture height of the antennas should be designated as an "exclusion zone". It is unlikely that anyone standing outside of the exclusion zone could approach near enough to the Sprint antennas to cause that person's RF exposure to exceed FCC limits. Hatfield & Dawson Consulting Engineers 3 The operation of the modified Sprint facility, in combination with any nearby wireless facilities, will NOT create significant RF exposure conditions in any occupancy, habitable area or publicly accessible area outside of the exclusion zone. RF EXPOSURE ANALYSIS Sprint RF engineers have provided the following detailed information about the modified Sprint personal wireless operations at the McQUEEN site. The modified facility is authorized to transmit within the 800 MHz Enhanced Specialized Mobile Radio (ESMR) frequency band, approximately 851 — 866 MHz, and within the Broadband Personal Communications Service (PCS) frequency band of approximately 1870 — 1995 MHz. Installation of replacement panel antennas will enable new LTE operations in the Broadband PCS frequency bands. RF power densities and exposure levels are computed in accordance with methods described in Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields, OET Bulletin 65, August 1997. Personal wireless and microwave facilities are required to comply with the FCC "Rules & Regulations" 47 CFR §1.1310, Radiofrequency radiation exposure limits. The OET Bulletin 65 describes the methods established by the FCC for predicting compliance with the FCC - specified exposure limits. The exposure limits shown in the table titled "NIER Exposure Standards (1) (6)" in K.C.C. 21A.26.100 "NIER exposure standards" are generally in agreement with FCC exposure guidelines and limits. In any case, since the FCC exposure limits supersede the limits shown in the aforementioned table, compliance is determined by comparing RF field predictions with the general population/uncontrolled environment (i.e., "Public") Maximum Permissible Exposure (MPE) limits allowed by the FCC rules, as specified in 47 CFR §1.1310. The following formula has been used to calculate the power densities at specific locations: S(mW/cm2) = 0.36 x ERP (watts) / (Distance in feet)2 Hatfield & Dawson Consulting Engineers 4 This formula is derived from Equation 9 on page 21 of OET Bulletin 65. It includes the effect of reflections. The Effective Radiated Power (ERP) in a particular direction depends on the vertical and horizontal antenna patterns. A composite vertical antenna pattern is used to determine the predicted power density. This composite antenna pattern is a worst-case envelope that encompasses the maximums of the downward lobes of the vertical patterns of the Sprint antennas. The RF exposure analysis is based on information provided by Smartlink and Sprint representatives, and known characteristics of typical wireless facilities. The analysis provides a "worst-case" model for calculating the maximum "uncontrolled" (i.e., general public) RF power density and exposure condition for a person standing at the nearest approach to the any of the roof -mounted antennas. A six-foot tall person standing at ground level near the McQUEEN building would be 24 feet or more from the center lines of any of the Sprint antennas. The Public RF exposure environment due to the proposed Sprint operations will be well below the FCC limits and the modifications to the Sprint facility will not significantly increase the Public exposure environment. Theoretical calculations and worst-case exposure predictions indicate that exposure conditions in unrestricted, publicly -accessible areas at ground level will be far less than the 100% FCC Public MPE limit due to the modified Sprint facility. It is expected that the Public exposure environment near the McQUEEN building will be less than 12.4% of the Public MPE limit due to all Sprint operations at the project site. Therefore the existing and modified Sprint wireless operations at the McQUEEN site will not have a significant environmental impact as defined by the FCC Public MPE limits. Furthermore, the modified Sprint facility will not cause any nearby existing wireless facility to exceed NIER exposure standards. Hatfield & Dawson Consulting Engineers .f 5 COMPLIANCE WITH FCC AND LOCAL REGULATIONS The FCC has determined through calculations and technical analysis that ESMR and PCS facilities, such as those operated by Sprint, are highly unlikely to cause human RF exposures in excess of FCC guideline limits in publicly accessible areas. However the proposed modifications to the wireless facility will cause areas of excessive exposure conditions on the roof deck because the center lines of the antennas are below head height for persons standing on the deck. Therefore the entire roof deck should be considered an exclusion zone for persons without RF safety training. If this exclusion zone is clearly demarcated and enforced then the modified Sprint Nextel facility will be in compliance with FCC RF exposure guidelines. COMPLIANCE WITH FCC REGULATIONS FOR RF EMISSIONS AND RF INTERFERENCE It is expected that the RF interaction between all of the Sprint wireless operations will be low enough to preclude the likelihood of localized interference caused by the modified Sprint Wireless facility to the reception of any other communications signals. All of the Sprint antennas are sufficiently high enough, and far enough removed from all occupancies, that they are unlikely to cause interference with nearby consumer receivers or other consumer electronic devices. Transmission equipment for the modified Sprint wireless facility is certified by the FCC under the equipment authorization procedures set forth in the FCC rules. This assures that the wireless facility will transmit within the desired base -station frequency bands at authorized power levels. The modified Sprint Wireless facility will operate in accordance with all FCC rules regarding power, signal bandwidth, interference mitigation, and good RF engineering practices. COMPLIANCE WITH LOCAL REGULATIONS Because the modified Sprint facility is expected to be in compliance with federal rules, it is also in compliance with local regulations concerning RF emissions per K.C.C. 21A.26.090 "Interference." Hatfield & Dawson Consulting Engineers I' 6 The following is the complete text of 47 U.S.C. § 332(c)(7)(8)(iv): "No State or local government or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." CONCLUSIONS BASED ON CALCULATIONS AND REGULATIONS The modified Sprint Wireless facility "McQUEEN", site designator SE25XC333, will be in compliance with current FCC and local rules regarding radiofrequency interference and public exposure to radiofrequency electromagnetic fields provided that access to the roof deck is positively restricted to persons who have received the benefits of RF safety training. This conclusion is based on information supplied by Smartlink and Sprint representatives, and estimates of future RF exposure conditions due to the modified Sprint facility, combined with any existing nearby wireless facilities, in specific areas with the corresponding safe exposure guidelines set forth in the FCC rules, and in King County K.C.C. Chapter 21A.26. The FCC exposure limits are based on recommendations by federal and private entities with the appropriate expertise in human safety issues. Under the Commission's rules, licensees are required to ensure compliance with the limits for maximum permissible exposure (MPE) established by the FCC. These limits have been developed based on guidelines provided by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and the National Council on Radiation Protection and Measurements (NCRP). Both the NCRP and IEEE guidelines were developed by scientists and engineers with a great deal of experience and knowledge in the area of RF biological effects and related issues. To ensure full compliance with current FCC rules regarding human exposure to radiofrequency electromagnetic fields, the Sprint transmitters should be turned off whenever maintenance and Hatfield & Dawson Consulting Engineers 7 repair personnel are required to work in the immediate vicinity of the Sprint antennas. This safety procedure should apply to all existing and future wireless transmission facilities at the project site. All instances of antenna -related work require that the subject antennas be completely deactivated. QUALIFICATIONS I am a Senior Member of the IEEE. As a partner in the firm of Hatfield & Dawson Consulting Engineers I am registered as a Professional Engineer in the States of Washington, Oregon, California and Hawaii. I am an experienced radio engineer with over 30 years of professional engineering experience whose qualifications are a matter of record with the Federal Communications Commission, and I hold an FCC General Radiotelephone Operator License PG - 12 -21740. All representations contained herein are true to the best of my knowledge. 13 May 2013 V David J. Pinion, P.E. Hatfield & Dawson Consulting Engineers 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 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I ain the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 10400 Martin Luther King Jr. Way 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. }�j EXECUTED at B. G,_i `- (city), %AS (state), on /A 4Y 2- 0- , 20 1 .2 3 LOt r..3C. (Print Name) (Address) 1 -i -C3 2 0 , M 8,1,`Ses+1 St - 3 20 S r 1t- , 0124 q / (Phone Number) Pr-esrt� (Signature) On this day personally appeared before me i m F II "e V to me known to be the individual who executed the foregoing instrument and acknowledged he/she signed th same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN:T4 BEFORE ME ON THjS 2 DAY Ofr\ y � , 20 1 NOTARY PUBLIC in and for the State of Washington residing at vt_ —r My Commission expires on c71L '1 l RE DIVED MAY 28 2013 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 (;()IJt�: i r 1)LVLLU''ML-.tMT WIRELESS TELE- COMMUNICATION FACILITIES NAME OF PROJECT/DEVELOPMENT: Sprint SE25XC333 McQueen LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 10400 Martin Luther King Jr. Way LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0323049026 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: Smartlink, LLC - Allison Zike Address: 14432 SE Eastgate Way, Ste 260, Bellevue, WA 98007 Pho (425) 274-4444 x112 E-mail: allison.zike@smartlinklIc.com FAX: (425) 274-4449 Signature: all Date: 05-I23 l t 3 L 13-023 APPLICATION FOR STAFF USE ONLY Permits Plus Type P-WCF Planner: iov i/1 File Number: L/ –�,na3 Application Comple a (Date: ) Project File Number: � L( 7- — / Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Sprint SE25XC333 McQueen LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 10400 Martin Luther King Jr. Way LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0323049026 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: Smartlink, LLC - Allison Zike Address: 14432 SE Eastgate Way, Ste 260, Bellevue, WA 98007 Pho (425) 274-4444 x112 E-mail: allison.zike@smartlinklIc.com FAX: (425) 274-4449 Signature: all Date: 05-I23 l t 3 L 13-023 a 4 CALL TOLL FREE: 811 2 WORKING DAYS BEFORE YOU DIG Sprint ALL WORK AND MATERIALS SEMI BE PERFORMED 4 N )ILSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOJERNNG AUTHGRMES. NOTHING N THESE PLANS IS 10 BE CONSTRUCTED TO PERMIT WORN NOT CONFORMING TO THESE CODES. BUIIDWGNWELLx4G CODE STRUCTURAL CODE PLUMBING CODE MECHANICAL CODE ELECTRICAL CODE FNF UNE SAFETY CODE IBC 2008 (STATE WADING CODE. WAG CHAPTER 6160) MC 2009 (S TA BULGING OOOE, WAC CHAPTER 5161) IBC 2009 (STATE BUILDING CODE. RAC CHAPTER 5160) UPC 2009 (STATE BUILDING COOS. MAC CHAP TER 5166 AND 5167) N C 2039 (STATE BUILD/NG COOE.MAC CHAPTER 5162) • 2006 (LAWS. RULES & REG. FOR INSTALLING EL AYRES a EQUIP. (WAC)296.48110 NC 2008 (STATE BUILDING CODE. WAC 4014.111611 51-54 ACCESSIBILITY REQUIREMENTS: FACBATY IS UNMANNED MO NOT FOR HIISAN ILAWTATIO HAMOCAPPEO AOCSc S RE0UR(584TS ARE NOT REWIRED N ACCOROANL. WITH THERM BC BUBDNC COOS. s %CODE BLOCK 5PRNT PROPOSES TO ROOMY AN EXISTING UNMANN/20111E031AAMICATIONS ROLRY REMOVE (3) DUSTING PANS. ANTENNAS (I PER SECTOR) INSTALL (SINEW FMLN MITSMASH PERSECT0R) REMOVE (1) EQUIPMENT CABINET (AMR TESTIGR8AONESEOOMOCARET) INSTALL (1) NEW MESCAS►0T INSTALL (1) NEW ABU MEET REMOVE ALL EXISTING SPRAT AITBMADOAXIALCABLES INSTALL (3) NEW HYORG FIBER OPTIC CABLES USING EXISTING COAX ROME (1 PER SECTOR) INSTALL (3) MARKUS (1M5 SITE IS DESIGW.7W FOR HOT WWII 4. PROJECT DESCRIPTION I APPROVAL SIGNATURE DATE SITE ACQUISITOR MANAGER TITLE MEET CONSTRUCTION MANAGER GENERA. NOTES ME MANAGER GENERAL NOTES PLAN OR CONSULTANT SIGNAGE. NOTES 6 AfBREVWTIO S RF AMNA494 ENLARGED $RE RAN RF ENGNEHR ENLARGED E0(APMEM PLANS PROPERTY OWNER ENLARGED ANTENNA PLANS (ALL SECTORS) SPRINT REPRESFMATNE EXISTING AMI NEW SCA/114 ELEVATORS AAV MANAGER EQUIPMENT DETALS SIGNATURE BLOCK THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE NETWORK VISION MMBS LAUNCH Mc UEEN 2 SEXC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY LATITUDE: 47.50880833 / 470 30' 31.709" (2C) LONGITUDE: -122.2791444 / -122° 16' 44.92" (2C) AREA MAP of 5 T � j.r 1.1610 41. �1 l aw.• 0 1 VICINITY MAP 9 FROM SEA TAC INTERNATIONAL AIRPORT: TO SITE: HEAD SOUTH ON DEPARTURES DR 0.4 61 CONTINUE ONTO AIRPORT EXPRESSWAY 1.3 MI KEEP RIGHT AT THE FORK AND MERGE ONTO WA615 E 1.5 MI TAKE THE INTERSTATE 5 N EXIT ON THE LEFT TOWARD SEATTLE 0.5 M MERGE ONTO 15142.51.9 TAKE EXIT 157 FOR ML KING WAY 0.4 M MERGE ONTO MARTIN LUTHER KING JR WAY S DESTINATION WILL BE ON THE RIGHT 0.4 M 10400 MARTIN LUTHER KING JR WAY S SEATTLE. WA 96176 DRIVING DIRECTIONS ROOF TOP (TRI -POD TOWER) WEST WASHINGTON MARKET 4. SHEET DESCRIPTION • 7., TITLE MEET 54 GENERA. NOTES T4 GENERAL NOTES 74 SIGNAGE. NOTES 6 AfBREVWTIO S 4.4 ENLARGED $RE RAN Ad ENLARGED E0(APMEM PLANS .44 ENLARGED ANTENNA PLANS (ALL SECTORS) M EXISTING AMI NEW SCA/114 ELEVATORS A4 EQUIPMENT DETALS A4 EQUIPMENT 0ETABS Aa EQUIPMENT PETALS RR/ ANTEN:A AND CABLE COLOR COC O*DETAL3 E-4 ONELNE DIAGRAM a POWER PM4EL SCHEDULE 0-2 ELECTRICALOET5S EJ ORO1647640 a ROUTING PLANS E-1 GROWLING RISEROPLRMA E.3 GROU40640 DETAILS SHEET INDEX 4. I APPLICANT: GENERA. DYNAMOS ON BEHALF OF SPRINT 77 -A- STREET NEEDHAM, A4402494 CONTACT: TBD PHONE 4: TB0 PROPERTY INFORMATION: PROPERTY OWNER ADDRESS: CONTACT: PHONE 8: TOWER OWNER: STE O: ZONING CLASSIFICATION LIGHT INDUSTRIAL a0 CONSTRUCTION TWE: OCCUPANCY: JURISDICTION CRY OF Tt. KWLA CURRENT USE: UNMANNED WIRELESS TELECOMAUMCATION3 FACLITY NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY ASSESSOR PARCEL NUMBER (S) 0323049026 LEASE AREA: 204 SO. FT. PROJECT SUMMARY k-13 -QZ3 RECEIVED I4AY 28 2013 ENGINEER: SMARTUNK.LLC 14432 SE EASTGATE WAY, SUITE 250 BELLEVUE, WA 98007 CONTACT: SMARTLINK, 110 PHONE 8: (425) 274-4444 x146 EMAL vbxLetsconueismarlinkle.00m STRUCTURAL ENGINEER SMARTUNK, LLC 14432 SE EASTGATE WAY, SUITE 280 BELLEVUE. WA 88007 CONTACT: VLAD DIACONU PHONE B: (425) 2744444 x146 EMAIL• vied.iswRlGww16We.mm SITE ACO. PROJECT MANAGER: SMARTUIE, LLC 14432 SE EASTGATE WAY, SUITE 280 BELLEVUE, WA98007 CONTACT: IAICHAEL SLOTEMAKER PHONE 4: (205) 214.0954 EMAIL: mFlis.t CONSTRUCTION MANAGER: GENERAL DYNAM)CS 1000 124111 AVE NE, SUITE 203 BELLEVUE, WA98005 CONTACT: ED MARQUEZ PHONE 8: (426) 7364991 EMAIL: ed#ertmaNPART09dLoom ZONING/PROJECT MANAGER SMARTLIIK. LLC 14432 SE EASTGATE WAY. SUITE 200 BELLEVUE, WA 08007 CONTACT: ALLISON 51KE PHONE 8: (426) 274-4444 x112 EMAIL: aison.zkeernarfi*k.o m AAV MANAGER: GENERAL DYNAMICS 1000 124TH AVE NE. SUITE 200 BELLEVUE, WA 88005 CONTACT: STEVE LEUPOLD PHONE 8: (425) 6235782 EMAIL ot4ven.la pdd KiLeam RF ENGINEER: STA NETWORK SERVICES 1000124TH AVE NE BELLEVUE, WA 88005 CONTACT: MIKE LEE PHONE 4: (425) 201-3751 EMAIL: miu2JeeCcta.samwQ6611 PROJECT TEAM Sprint GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 SE E*SIGATE MAY, SURE 250 894EWE WA 860076101 TEL: (425) 274.4144 FAX (425) 2744448 A 0.1241 1675 C061RJC11011 0991796 KSH YD 0 01Ao 195 0981 MCBON 00.1796 K5H 40 0 01.11-3 KK OIAI. KSH w REV. GATE REVISION DRAWN 67 04(0. BY EXPIRES 1.1 '203:6 PROJECT INFORMATION NETWORK VISION PARRS LAl1NCN McQUEEN SE25XC333 T1'C. JW N0.: SE25XC333 DRAWN BY: CHECKED BY: DATE SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 REV_ 2 s GENERAL CONSTRUCTION NOTES 1. ALL VARA SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALLOTTER APPLNABLE CODES AND ORONANCES. 2. CONTRACTOR SHALL CONSFRUCTSITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRAT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION ISTHE RULING DOCUNEMAND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH COLISTiBOTOR 3. CONTRACTOR SKILL VISIT TLE JOBSITE AND SHALL FAMILIARIZE HMISELF WITH ALLCONDLTONS AFFECT/1G TIE TEE WORK AND SHALL MAKE PROVSIONSAS TO THE COST THEREOF. FIELD COFDRONS AND O9HSICMNE COWIN/DIGTHAT THE WORK MAY BE ACCOAPUSHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT 1011E M ENEM OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK NO CONVERSATION WILL BE AWARDED BASED ON CAW OF LACK OF DpMEDGE OF FIELD CONCK ONS. L PLANS ARE NOT TO BE SCALED. THESE PIANS ARE INTERCO) TO BEA DIAGRAMMATIC OUTLINE ONLY ISLES OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON ME DRAWEE. 5. 01 IONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EOUPMEM IS REQUIRE) CLEARMEE THEREFORE R IS CRITICAL TO FELD VERIFY DIMENSIONS STOLID THERE BE ANYCLE5TIONS RE- GADDING THE CONTRACT DOCUMENTS. ERASING COMMONS HORS MOOR DESIGN RENT. THE CONTRACTOR STALL BE RESPONSIBLE FOR OB INNING TENDRIL L DETAILS ARE INTENDED TO SHOW DESIGN MEM. MO0FICATIONS MAY BE REQUIRED TO SUNT JOB °PENSIONS OR COIDRIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK 7, CONTRACTOR SHALL RECEIVE CARIRCATON N WRITING MND SHALL RECEDE N WRITING AUTHORIZATION TO PROCEED BEFORE STARINGWORK ON ANY RENDS NOT CLEARLYDERFED OR OBNTFED BY THE CONTRACT DO CIKENTS 8. CONTRACTOR SHILL. SUPERVISE AND DIRECT TIE WORK USING THEBEST CONSTRUCTION SOLE AND ATTEMPT:. CONTRACTOR SHALL BE SOLELY RESPONND:LE FOR OOHS/RUCTION MEANS, METHODS TECHNIQUES. SWUN3ICESMID PROCEDIAES AND FOR COORDINATING AU. PORTIONS OF THE WORKU/DER CONTRACT. UNLESS OTHERWISE NOTED. S. CIETRACORSHAL BE RESPOSELE FORME SPEW OF THE WORK AREA, ADJACENT AREAS AND SUMAC OCCUPANTS TINT ARE LNELYTO BE AFFECTED BY THE WORK UNDER TMS COMPACT. WORK SHALL CONFORM TO ALL OSHA REMELT/ENE 10. CONTRACTOR SNAIL COORDINATE HIS WORK YATHTHE SIPERMEMENT OF BUILDINGS B ORGUNDSAND SGEDu.E MS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE 1. CONIRACIOR SMILE RESPONSIBLE FOR COORONAING HIS WORK WITH THE WORK Of OTHERS AST MAY RELATE TORADO EQUIPMENT, ANEMIAS AND ANY OTTER PORTENNS OF THE WORK. 12 MISTRAL' MOMENT MATERIALS N ACCORDANCE MMTHAANUFACIURERS R(DOLN3DATOLG UNLESS SPECIFICALLY NOIGSTED OTHERWISE OR WHERE LOCAL CODES OR REGLIAT10U8 TME PRECEDENCE. 1S, MATE NECESSARU4404 ITIS TO PROTECT EXISTING SURFACES. EOUPMENT, IMPROVEMENTS, PHIL ETC ADDRTMEDLATELY HEPAR ANY DAMAGE THAT OCCURS DURING CONSTRUCTOR. 14. N DRILLING NOTES WTO C 0ILiIETE WHETHER FOR FASTENING 0R ANCHCRNG PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS. ETC., IT MUST BE CLEARLY WD£RST000 THAT REINFORCING STEEL SHALL MOT BE ORLLED 510. CUT OR DAMAGED UNDER ANY CIRCUMSTANCES RIMLESS NOTED OTHERWISE). LOCATIONS OF REVOKING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE LUST BE SEARCHED FOR BY APPROPRIATE TEMPOS AND EQUIPMENT. 15. REPAIR ALL EJ05ING WALL SIRFAES DAMAGED DINING CONSTRUCTION SUCH THAT THEY MATCH AID RED NVOIH ADJACETSUIRFAIES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED AND FRE 000E 55750VED MATERIALS 17. KEEP CONTRACT AREA CLEAT HAZARD FREE, AND DISPOSE OF ALL OAT, DEBRIS AND RUBBISH. EDUIPIgJT NOT SPECF1EDAS REMANND ON THE PROPERTY OF THE OMER SHALL BE REMOVED. LEAVE PREASES IN CLEAT CONDITION AND FRE FROM PAM SPOTS, DUST, OR SEDGES OF MY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAOIMNNGAU. RIAS UNTIL COMPLETION OF CONSTRUCTION. 18.MINMN BBD RADIUS OF ANTENNACABLES SHALL BE IN ACCORDANCE WITH CABLE UPAUFACERERS RECOMLEM ATIONS 19. ALL DUMP IACTIVESEWER. WATER GIRLS. ELECTRIC AND OTTER URRIES, WHICH INTERFERE W1TH ME EMOTION OF THE YAOHL SHALL BE REMOVED MOOR CAPPED. PLUGGED OR °THERESEDISCONTINED AT PDMS WHICH WILL NOT MERFEREWITH THE EXECUTION OF TIE WEE SUBJECT TOME APPROVAL OF THE ENGINEER MCONTRACTORSHALL MIAAZE DISTURBANCE TO FJUSTNG SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES. F REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH jREDICTONAL CRSTATE AND LOCALOUIORIES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED mai LOCAL REGULATORY AUTIPETES. 2L LIGHT SHADED IDES AND NOTES MAY REPRESENT WORK PREVIOUSLY GONE DARK SHADED LINES AND NOTES MAI REPRESENT THE SCOPE 05 WORK FOR THIS PROJECT. CONTRACTOR STALL VERIFY F DOSING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING COMMONS EMT METE FROM THE DRAWINGS PRIETO BEGINNING CONSTRUCTION. 22. CONTRACTOR SXMLSECURE ALL NECESSARY PERMITS ANDER WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE- M ADd11CN, CONTRACTOR SHALL PROVIDE ALL NECESSARY (OCONATON AND SCEDUING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL AN TALL ELECTRICAL WORK 'TWAT Ell ANYALL CONSTRUCTION SHNJ, BE NACCOMA CE WTH DRAWINGS ANY/ALL APPLICABLE SPEOFIOttONS. F ANY PROBLEM ME ENCOIMIFRED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTOR MEAGER AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF 011E PROBLEMS. AND SHALL NOT PROCEED WITH 111AT PORTION OF THE WOK, UNTIL THE 'CONSTRUCTION MANAGER HAS DIRECTED THE CORRECTIVE / CTONSTOBE TAXER 2. ELECTRIC'. CONTRACTOR SHALL VISIT THE JOB SITE AND FAHLARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECING ELECTRICAL ANO COMNUNCATON INSTN.LATON AND MAKE PROVSONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUP, UGHT FIXTURES. ETC, THAT ARE PART OF TIE FINAL STEER SPALL BE VERNED BY THE CONTRACTOR PRIOR TO THE SUBMITTAL OF HIS BD. FAILURE TO COMPLY WITH TIE PARAGRAPH WILL N NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR ACOMPLETE AND WORKING SYS194. 3. ALL WORK SHALL BE PERFORMED INACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER B TELEPHONE COMPARES HAVING JUORISDICT10N AND SHALL INCLUDE OUT NOT BE MUTED T0: A U.- IIDERWTRITERS LABORATORES A NEC -NATIONAL ELECTRICAL CODE G NEW-NATONAL ELECTRICAL MANUFACTURERS ASSOC. D.OSHA -OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC - INTERNATIONAL BUILDING CODE F. NEPA-NATIONAL FIRE MOSS 4. 0O NOT SCALE ELECROCAL DRAWINGS. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AFD CONFIRM WITH 'CONSTRUCTION MANAGER ANY SDES AND LOCATORS WHEN FEE2E0. 5. EXISTING SERVICES:) NTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF OOT. 6. CONTRACTOR SHALL PAY FOR AFIYIALL PERMITS, FEES. INSPECT/MS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO TIE WORK BEGNNNG 0R ORDERING EQUIPMENT. 7. THE TERM PROVIDE' USED N CONSTRUCTION DOCUMENTS MND SPECIFICATIONS, INDICATES TINT TIE CONTRACTOR SHALL FURNISH AND INSTALL 5. CONTRACTOR SHALL CONFIRM WITH LOCAL. UTILITY COMPANY ANY/ALL RECUREL ENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONCUR ENTRY, SEE OF TRANSFORMERS. SCHEDULED DOWNTIME FOR THE OWNER'S CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER PRIOR TO6EGNNNGANY WORK 9. MINIMUM WIRE SIZE SHALL BE 612 AWG NOT NCWDNG CONTROLWANG. UNLESS NOTED ETERNISE ALL CONDUCTORS SHALL BE COPPER WITH TIME INSULATION. 10.OUTLET 607ES SHALL 8E PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. E. IT IS NOT THE ITEM OF THESE PLANS TO SNOW EVERY MINOR DETAIL OF TE CONSTRUCTOR CONTRACTOR I5 EXFECTEO TO FURNISH AND INSTALL ALL ITEMS FOR ACOMPLETE ELECTRICAL SYSTEM AFD PROVIDE ALL REQUIREMENTS FOR THE EMINENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SWILL BE COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LCBSEO ELECTRICAL CONTRACTOR IN AFNST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER 14. ALL WORK SHALL BE COORDINATED WITH OTTER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEEAMIALL MATERIALS AND WORK TO BE FREE FROM DEFECTS FORA PEROD OF NOT LESS THAN TWO YEARS FR011 DATE OF CUSTOMER'S ACCEPTANCE 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WI11Oift ANY ADDRIOHALCHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE PFSTAUATKN. WHICH MAY HMS BEEN DAMAGED THEREIN WITHN 4B HOURS 17. AOE TUATE AND REQUIRED LIABIJTY INSURANCE SHALL BE PROVDED FOR PROTECTION AGAINST PUBLIC LOSS AND NWTIALL PROPERTY DAMAGE FOR THE °E ATON OF WORK. 18. PROVDE ATO INSTALL CONDUIT, CONDUCTORS, PILL WIRES BOXES. LAVER PLATES AND EWES FOR ALL OUTLETS AS NDTCATED. 19. DITCHING AND BACK ENL' CONTRACTOR SHALL PROVUE FOR ALL UNDERGROUND INSTALLED CONDOR AND5OR CABLES IICLWI G EXCAVATION AND BACKFLU NG AND COMPACTION. REFER TO NOTES AND REOUREMENTS. EXCAVATION, AND BAQ(F1JJNG. 20. MATERIALS, PRODUCTS NO EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SMALL BE NEW AFD STALL APPEAR ON THE LST OF UL APPROVED REAS AND SHALL MEET OR EXCEED THE IEOUREMENTS OL THE FEC, NEA%AND IEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG NFOPMATON OF ANY4ALL UGHTING FIXTURES. SWATCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORN IS THE ELECTRICAL CONTRACTORS RESPONSOUTY AND SHALL BE INCLUDED IN THE COST FORRO151 AND PERFORMED TO THE SAT ISFACION OF TIE 'CONSTRUCTION MANAGER UPON FINAL ACCEPTANCE 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES ALL ELECTRICAL WIRING SHALL BE THE RESPONS)I.ITY OF THE ELECTRICAL CONTRACTOR N. DISCONNECT SWITCHES SHALL BE HP. RATED HEAVYETUTY.OUICKTWE MID WICK BREAX ENCLOSURES. AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECINE COATING OF AN AFR7OXIDE COMPOUND SUCH AS NOAKIOE A' BY DFAPBORNE CHEMICAL CO. COAT ALL ME SURFACES BEFORE CONNECTING. G. EXPOSED COPPER SURFACES, NCIUDIN0 GROUND BARS, SHALL BE TREATED -ND SUBSTITUTIONS. 26. RACEWAYS CONDUIT SHALL BE SCHEDULE 40 PVC,1EETINIG OR DEEDING TEMA TC2" 1998 CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUTIS AND PROVIDE TWO SEPARATE PILL STRINGS -200185 TEST POLYETHYLENE COD. ALL CONCUR BENDS SHALL BE A MINIMUM OF 2 FT, RADIUS. RGS CONDUITS WHEN SPEC PIED, SHALL MEET U.4 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH TETE EC OR 'GOLD CALM. 27. SUPPORT CF ALL ELECTRICAL WORK SHALL BE AS REOARED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 967: CONDUCTIVITY COPPER WITH TYPE THWN 'MOWER, 600 VOLT. COLOR COOED. USE SOLID CONDUCTORS FOR WIRE UP TO AND DELUDING NO. 6 AWG USE STRANDED CONDUCTOR FOR WIRE ABOVE N0.6 AWG. 29. CONNECTORS EMPOWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE NSLLATED TWIST -ON CONNECTORS FOR NO, 10 AVM AND SMALLER. USE 50 0551.0SS MECHANICAL TERMER. LUGS FOR NO 6 AVE AND LARGER 30, SERVICE: 240/120Y, SNGLERASE 3 WIRE ERECTIONS AVALABLE FROM UTILITYCOMPANY, OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE CONTRACTOR SHALL PROVIDE EMPTY CONDUITS DUTS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32. ELECTRICAL MET TELCO RACEWAYS TO BE BURIED A MINIMUM OF 7 DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE ATA DEPTH OF 17 BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS CAUTION TAPE TO READ 'CAUTION BURIED EUECTRHC OR 'CAUTION BURIEDTELECOMT. 34. ALL BOLTS SHALL BE STAINLESS STEEL ANTENNA & COAX NOTES 7. VERIFY EACH COAXAL CABLE LENGTH, DIAMETER RWTNG,COLCR CODING AND ALLAPPUIT9%NCES TI GDT. ECEIVED 2. THE LA70MUM COAXIAL CABLE LENGTH MD CORRESPONDING COAXIAL CABLE DIAMETERS SHOWN ON SHEET AM. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR COISTRUCTON. ACTUAL ANTOAN CABLE LENGTH (S) MUST BE VERIFIED. COAXAL CABLE SHALL BE PROVIDED BY CDR. 3. ALL COAX CABLES MEI USE GROUND OTS, GROUNDED AS FOLLOWS: A NEAR ANTENNA RAO CENTER ELEVATION. B. MDOE OF TOWER (1/0449GHT OF ANTEHN). F CABLE RLN E OVER 207 C. BOTTOM OF TOWER D. AT MASTER GROUND BAR 74' FROM CABINET MAY 28 2013 i. Df_'J( 41 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND PETALLED BY CONTRACTOR 6. AU CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF.1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS 6. BANDING SHALL BE N ACCORDANCE VATH SHEET M, RF -1 AND AS FOLLOWS: A. MAN LINE COLOR BANDS SHALL BE 7 WEE. MAINTAIN i' SPACING BETWEEN COLORS B. FREOLENCY COLOR BANDS SHALL BE 7 WOE WITH NO SPACE BETWEEN COLORS. C. JULPER COLOR BANDS DWI BEI' WIDE WITH P SPACE D. STMT COLOR BANDS 7 BEYOND WEATHERPROOFING E. START SELECTOR COLOR NEXT TO END CONNECTORS 7. FINAL COAXAL ANTENNA CAKE SITES SHALL BE DETERMINED BY OD RF ENGINEER SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GO 8. SEE CONSTRUCTON MANAGER FOR ANTENNA SUPPORT ASSEMIV Y TYPE B. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESONE0 SUPPORT STRUCTUREAT OISTANCFS NOT TO EXCEED TOR THE CABLE MANUFACTURES SPECIFICATIONS, WHEREVER 15 LESS, WITH HARDWARE SPEWED N THE COAXAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVDE AT LEAST G OF SLACK IN THE AWN COAXIAL CABLES AT THE ANTENNA MOUNTING EYEVATONTO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING DIAMETER. COLOR COOING. AHD ALL APPIRLTBIANCESIWTH GDR. 2. THE MIRE CABLE AND DIN ETER LENIN IS SHOWN ON A4. EXCESS DOLE LENGTHS TO BE DRESSED N A MANNER PPFROVED BY GCIT. CABLES CANNOT BE CR TO FR. 3. HYBRID CABLE ETERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PERSNISUNO'S (SPRINTS) SPECIFICATIO S. 4. EXCESS TOP 15 HYBRID CABLE FIBER JUIPERSTO BE MESSED NA MANNER APPROVED BY GOT. CARET SE COXED, MUST SE SECURED TO TOWER MOUNTS.. 5. ALL MAN CABLES SHALL BE COLOR 000E AS SHOWN ON SHEET RF -1 8 N ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BEN ACCORDANCE WITH SIEET M,RF-1. A MAIN LITE COLOR BANDS SHALL BE 2' YAM. MAINTAIN 1' SPACING BETWEEN D. AL PERCOLOR BANDS SHALL BE I' WIDE WITH 1' SPACE. C. START COLOR BANDS Y BEFORE MAN GABLE END. 7. FILL HYBRID CABLE SIZES SHALL BE DETERMINED BY GO RF ENGINEER SEE HERD CABLE SCHEDULE SHEET 11F-1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GOAT. L ALL. HYBRID CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3'MORIZOHTALLY OR 1'TONICALLY. OR THE CARE MAWFACTURERS SPECIFICATIONS, WHICHEVER IS LES5. TRH HARDWARE SPECIFIED N THE HYBRID CABLE ROVING DETAILS O THE SUPPLED STRUCTURAL SUPPORT. SITE WORK NOTES 1. 00 NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LIMNS OR LEASE LIES, UNLESS OTNERYWSE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM 0RAWNG. 3. SIZE, LOCATION AND TYPE OF AM UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON ASEURT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UIJTES, FACILITES. CONDMOS. AND THEIR 01LEFSONS SHOWN ON PIANS HAVE BEEN ROTTED FROM AVAILABLE RECOROS.THE ENGINEER AND OTTER ASSUME NOT RESPONSELITY WHATSOE MI AS TO THE SUFFCENCY ORACCURACY OF THE INFORMATION SHOWN ON THE PINES 0R THE MANNER OF TITER REMOVAL ORADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETE RLRING SACT LOCATION OF ALL EXISTING UTLREBAAD FACILITES PRIOR 70 START 0F CONSTRUCTION. CONTRACTOR CHHAU. ALSO OMAN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTUIIES. 5, CONTRACTOR SIALL VERIFY ALL EJJSTRD UTILOTES BOTH HORIZONTALLY ME VERTICALLY PRERTO START OF CONSTRUCTOR ANT DISCREPANCIES ON DOUBTS AS 10 THE N1EN4PRETATION OF RAMS SHALL BE IIMEDIATELY REPORTED TO THE AROITECTIEUKINEE R FOR RESOLUTION AND INSTRUCTOR AND NO RATHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS DECKED ANDCORIECTED BY THE ARCNRECTENGNEER. FALURE TO SECURE SUCH INSTRUCTION MENUS CONTRACTOR WUJ. HAVE WORKED AT METER OWN REAM 035055E 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT UNE FOR WIRY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRICTOR 7. ALL MEWAN O H70SING UTILITY STRUCTURES ON SITE AND N AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJSTEDTO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADIFNG/8FTHE SITE WORK AREA IS TO BE SMOOTH AND CONTNUOUS N SLOPE MID IS TOFEATHER INTO EXISTING GRADES AT DEGRADING L10T5. 9. ALL TEMPORARY EXCAVATIONS FOR ME INSTALLATION OF FOUNDATIONS, UTILITIES. ETC., SHALL BE PROPERLY LAD BACK OR BRACED IN ACCORDANCE WITH PROPER OCCUPATIONAL SAFETY MD HEALTH ATENISTRATON (OSHA) REQUIRE/TENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SWILL BE COMPACTED TO 957E O AVEMEI STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO RE ACHIEVED BY RUSE WITH APPROVED CLEAN FILL AND COMPACTED TO 95'4 OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACEDI44 UNMET UFTS. THE LIFT TRIMNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER T IM 10 HORIZONTAL TO 1 VERTIGO. SWILL 8E PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY AGEOTECHNKAL ENGINEER 1/. CONTRACTOR SHALL CLEAN ENTIRE SITE DIMLY AFTER CONSTRUCTION SUCH THAT NO PAPERS TRISH WEEDS. BRUSH CR ANY OTHER DEPOSITS WLL RERAN ALL MATERIALS COLLECTED DIR IN6 CLEANING OPERATIONS SHALL BE DISPOSED OF OFFSITE BY THE GENERA. CONTRACTOR. 15. ALL TREES MO SHRUBS WHICH ARE NOT N DIECTOOIFLCT WITH THE IMPROVEMENTS SIWLLLE PROTECTED BY THE GENAL CONTRACTOR 16. ALL ME WORK SHALL BECARFFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY. TELEPHONE COMPANY, AND ANY OTHER UIIUTY COMPARES HAVING JURISOCRON OVER MIS LOCATOR. Sprint) GENERAL DYNAMICS WIRELESS SERVICES smartlink 44432 SE EASTGATE WAY. SUITE 250 BELLEVU= WA 801074440 1EL• (425) 2744444 509( (425) 2744449 A 04.12-u 10014OONS 645415E ONANNGS KSH VD A 0320.13 .Ori CONSTRICTION ORANINGS KSH YD 01.11-13 SOS CONSTORAWIR4ICCAON KSH w REV. GATE REVISION DRAWN BY END. BY EXPIRES j,.701E. PROJECT INFORMAT10Nt NETWORK VISION MEE LAUNCH McQUEEN SE25XC333 / : - jT .❑ 1i,J._ • '' -N.)1 : A JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: DATE: SHEET TIRE: GENERAL NOTES SHEET NUMBER: T-2 REV_ 2 1. !3 -023 3 FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SWLLL BE OF UNDISTURBED SDIIS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WIT IO T TIE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROIN0 WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF BOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 851. OF TIE MIRED PROCTOR MAXIMUM OFR DENSITY FOR THE BOIL IN ACCORDANCE WITH ASTM 01557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL F INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH. THE UNSATISFACTORY SOL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER 8E REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION &TALL BE FILED WITH CONCRETE OF THE SAME TYPE SPECIFIED FON THE FOUNDATION, CRUSHED STOIC MAY BE USED TO STABIJZETHE BOTTOM OF TIE EXCAVATIO!. ANY STONE SUBBASE MATERIAL F USED. SHALL NOT SUBSTITUTE FOR REQUIRED THICIOIESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH. DONIS AND SO FORTH PRIOR TO BACK FLUNG. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY. WC AND GRAVEL OR SOFT SHALE FREE FROM CLODS OR LARGE STONES OVER 2 IT MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL FILL &WERIALSAND FOUNDATION BACK FlLL SHALL BE PLACED MAXIMUM V TIICK LIFTS BEFORE =FACTION EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED 70 NOT LESS THAN 95% OF THE HOOFED PROCTOR MAXNUM DRY DENSITY FOR SOL, IN ACCORDANCE WITH ASTM 01557. 6. NEWLYPLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72185 PRIOR TO BACK FLUNG 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POEITNE DRAINAGE AND PREVENTSTA7DNC WATER. THE FINAL (FINISH) ELEVATION OF SWI FOUNDATIONS SHALL SLOPE AWAY NALLDIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHUT BE A MA78MUM OF NOES ABOVE FINAL FINCH GRADE ELEVATION. PROVIDE SURFACE ELL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUITED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL L BE COVERED WITH GEOTEXTKE FABRIC TYPE: TYPAR.3(01 A51INUFAZIURED BY `CONSTRUCTION MATERIAL 1400,2393341" 0R AN APPROVED EQUIVALENT, SHOWN ON PUNS. THE GEOTEXTLE FABRIC SHALL BE BLACK N COLOR TOCONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN I FON OUThEE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEMA PERIMETER WHICH EVER IS GREATER ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF N ZEEP COMPACTED 51 ONE ON GRAVEL AS SPECIFIED. LE FOCI TYPE NO. 57 FOR FENCED COMPOUND: FDOT TYPE NO. FOR ACCESS DRIVE AREA 9. N ALL AREAS TO RECEIVE PLL, REMOVE ALL VEGETATION. 10PS044. DEBRI5, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PLOW STRIP OR BREAKUP SLOPED SURFACES STEEPER THAN 1 VERTICAL T04 HORIZONTAL SUCH THAT FILL LATERAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. I& WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FLL MATERIAL. SCARIFY THE GROUND SURFACE TO DEPTH RE -MIRED. PULVERIZE. MOL57URECONDI ION AND/OR AERATE THE SOBS. AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OFM.S. 11. N MEAS WHICH EXISTING GRAVEL SURFACING 5 REMOVED OR DISTURBED WRONG CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GAVEL SURFACING AND RESTORE TO TIE SAME TNCRESS AND COMPACTION AS SPECIFIED. ALL RESTOREDGRAVEL SURFACING SHALL BE FREE FROM ODRRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING NAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS Of ORGANIC MATTER OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE FURNISH ANY ADORIOALGRAVEL. RESURFACING MATERIAL AS NEEDED TO PROV E8AFULL DEPTH COMPACTED SURFACE TFROIGHOUT SITE. 11 GRAVE SUBSURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AM SUB -GRADE ELEVATIONS BEFORE GRAVEL SURFACING 55 RACED ANDAR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS N THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING NAMED. SHALL NOT BE USED FOR FLUNG DEPRESSIONS N THE SUB•GRADE. 14. PROTECT EXISTING GAVEL SURFACING AND SUB -GRADE IN AREAS WHERE EQUIPMENT LOADS WALL OPERATE 16. DAMAGE TO EXISTING STRUCTURES AND/OR UTLMES RESULTING FROM CONTRACTORS NEGLIGENCE STALL BE REPARED ARDOR REPLACED TO THE OWNERS SATISFACTION AT NO ADOROALCOST TOTHE CONTRACT. 16. ALL SURABLE BORROW MATERIAL FOR BACK FILL OF THE SITE 5111%1 BE INCLUDED IN THE BID. EXCESS TOPSOLAND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFFSITE AT LOCATIONS APPROVED BY GOVERING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED 5115. 8E DONE IN ACCORDANCE WRH ISSUED PERMITS. THE CO.YITACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FCR AREAS N VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SWILL BE RESPONSIBLE FOR CONSTRUCTION AND MARTrEI4ANCE OF EROSION AND SED*EIITATDN CONTROLS WRING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES. ROADWAYS ARO WATERWAYS AND SMALL BE MAINTAINED IN PACE THROUGH FINAL JURISDICTIONAL INSPECTION S RELEASE OF SITE. 1 CONTRACTOR SHALL NSTNUCONSTRUCT ALL NECESSARY SEDATE/BOLT CONTROL FEMME AND PROTECTIVE MEASURES WITHIN THE LIUTTS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENTSHALL BE ALLOWED TO BUT THE PROPERTY. THE CONTRACTOR IS REPSOlSBLE FORTAKNG ADEQUATE MEASURES FORCONTROLUVG EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED N ANY AREAS SUBJECT TO EROSION. S. THE CONTRACTOR S RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWAS1REAM SIDE OF SITE CROWE ANY DAMAGE TO ADJACENT PROPERTY AS ARESU.T OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE & CONTRACTOR SHALL BE RESPONSIBLE FOR DALLY INSPECTIONS AND ANY REPARS OF ALL SEDIMENT CONTROL MEASURES O4CLUDNG SEDMENTI REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERI6TTEDAND BE HELD TOA MINIMUM. TREES SHALL BE REMOVED ONLY AS NECESSARY FOR CONSTRUCTION & SEEDING SAND MULCHING AND/OR SDDOING OF THE SITE SHALL BEACCOMPUSHEDA1S SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CON4TRACTORSHALL PROVIDE ALL EROSION ANDSEDRIB4TATION CONTROL MEASURES AS REWIRED BY LOCAL COUNTY NM STATE CODES AND ORDINANCES TO PROTECT E1BANIQEMS FROM SOL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SET IN STREAMS AND DRNMIGE PATHS LEAVING DE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES. STRAW BALE SEDNBNT BARRIERS. AND CHECK DAMS. 10. RP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN. HARD. SOUND. DURABLE. UNFORM N OUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE THIN. ELONGATED OR LAMINATED PIECES. DISINTEGRATED MATERIAL, ORGANIC MATTER OL, ALNAU, CR OTHER DELETE RDUS SUBSTANCE& STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE ACCORDANCE WITH THE LATEST EDITION OF THE NSC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: WSWIPES: ASTM AWL 93 KSI ANGLES, BMS CHANNELS: ASTM A36, 36 KSI NCS SECTIONS ASTM 500, 46161 PPE SECTION& ASTM A53E. 55 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XXELECTRODES AND WELDING SHALL CONFORM TO RISC. WHERE FILLET WELD SUES ME NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABIEJ24 IN THE NSC %UNIALCF STEEL CONSTRUCTION. PLANTED SURFACES SHALL BE TOUCHED UP. 4. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 518' IOMETER ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 6. FELD MODIFICATIONS ARE TO BE COATED WITH DNC ENRICHED PAINT. CONCRETE MASONRY NOTES 5. CONCRETE MASONRY UMTS SHALL BE MEDIUM WEIGHT LINTS CONFORMING TO ASTM 030, GRADE N•1, (WW1 SOO PSI MEDLA4 WEIGHT (I 15 PCF). 2. MORTAR SHALL BE TYPE'S' (MINIMUM 1.930 PSI AT 26 DAYS). 3. GROUT SHALL HAVE A M1249L*4COMPRESSIVE STRIOTH OF 3,000 PSI AT 2S DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL 0R EMBEDDED ITEMS AND. ALL 011.5 N RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLO GROUTED. 6. ALL HORDONTAL REINFORCEMENT SKILL 85 PLACED N BOND BEAM OR UN1EL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL CO4SSTRUCTION JOINTS SKILL BE FORMED BY STOPPING THE GROUT POUR 1-1R' BELOW TDP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOC( SHALL BE 'DEEP cur MARS. 8. PROVDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT.FTS IN EXCESS OF NO' OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH AMECHANICAL VIBRATOR 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS -SEE NOTES ODER STRUCTURAL CONCRETE NOTES' FOR REQUIREMENTS. ENTS. 12. PROVOEONE BAR DIAMETER (A MINIMUM OF 112) GROUT SEWER MAN REINFORCING AND MASONRY UNITS. 13. LOW LFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH UFT GROUTED CONSTRUCTION WAY BE USED N CONFORMANCE WNHPROECT SPECIFICATIONS AND SECTION 21011.1 OF U.B.C. 15. ALL CELLS N CONCRETE BLOCKS SHALL BE FRIED SCUD WITH GROUT, EXCEPTAS NOTED N THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BEN VERTICAL ALIGNMENT, DOWELS N FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAIN :1G REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT CF UNITS, LAYING PATTERN AND JOIN! TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM NITROUS AMOUNTS OF DUST, UI.PS, SHALE, ALKALI OR ORGANO MATERIAL 19. BRICK SHALL CONFORM TO ASTM Cot AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. AL1 CONCRETE WORK SHALL BE N ACCORDANCE WITH THE ACI 301-05. ACI 31845AND THE SPECIFICATION FOR CAST•N-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE AUNUUNCOLPRESSIVE STRENGTH 160000 PSI AT 28 DAYSUNLESS NOTED OTHERWISE 3. R6NFORCNG STEEL SMALL CONFORM TO ASTM A615. GRADE 60. DEFORMED WLESS NOTED OTHERWISE WELDED CORE FABRIC SHALLCONFORM TO ASTM A185 YIELDED STEEL VIRE FABRIC 581553 NOTED OTHERWISE SPLICES CLASS'S' AND ALL HOOKS SKILL BE STANDARD UNLESS NOTED OTHERWISE 4. THE FOLLOWING WNDII8M CONCRETE COVER SWILL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON CRAVINGS CONCRETE CASTAGAINST EARTH_..__...3 N. CONCRETE EXPOSED TO EARTH OR WEATHER: 88 ANC LARGER-- 115 AND SMALLER M W1VF.....___...1 121E CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SMAS AND WALL.- -AM N. BEAMS AHD COLUMINE_-.__112 N. 5. A 314' CHAMFER SHALL BE PROVIOED AT ALL EXPOSED EDGES OF CONCRETE URO. N ACCORDANCE WITH AC 361 SECTION 4.2.4 6. ROLES TO RECEIVE E7PANSICNYEDGE ANCHORS SHALL BE 1/P LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO HAAMWACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EX3SR1D HEBAR WHEN ORIONS HOLES N ELEVATED CONCRETE STABS. 7. USE AND INSTALLATION Of CONCRETE EXPNNSI054RVE GE ANCHOR SHALL BE PER ICBG & mmuF4CTURFRSW81 1ENRECOMNENOEOPROCEDM E C E IV E D !MAY 28 2013 .. ..✓A PV4I_.I4 I WEATHERPROOFING NOTES 19 WEATHERPROOFING CONNECTORS AND GROUND KITS: A ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFB) USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE CONE NACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION ORAS Shown ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). F N0 DIRECTION IS PROVIDED, WEATHERPROOFING MIDST 8E LONE PER THE FOLLOPMIG INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED NTOCOLD SHRINK AND COMPLETELY WRAPPED WITH 2 NCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXMATELY 15' AND EXTEONG PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW: 06 2. THE COAXIAL CABLE CONNECTION OR GROUND IIT CAN BE WRAPPED WITH LAYERS OF ELECTRICA UBUTYL RUBBER:ELECTRICAL TME AS DISCUSSED BOLW4: OR 3. THE COAIBAL CARLECONECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF RD NCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINI(INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE SPACERS AS NEEDED. BLACK ELECTRICAL TAPE 2NCHES WOE 2. REWIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND ORYTHE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. M1*887 THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCITES ABOVE THE CONNECTION AS THE 59209ED STARTDIMENSON FOR THE COLDSHRWC STEP 2: SLOE THE COLO SHRINK TUBE OVER THE PRE CONNECTORIZEO END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF ALIGN THE TWO SPACER HALVES 'ars ADHESIVE PORTIONS FACING EACH OTHER PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL. BE PLACED NEXT TO THE CORRECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SDE STEP 4: SLOE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECRU/ STARTDIMENSION MARL HOLD THE COD SHREW TUBE AND COAXIAL CABLE IN ONE HAND S0 THAT THE ECCE OF COLD SHRINK TUBE SIN UNE YATH THE MARL STEPS: WITH YOUR FREE HAND. NEON REMOVING COLD SHRINK TUBE CORE TIE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACKED CORD AWAY FROM 114E TUNE STEP6: USE BOTH HANDS TO CONTINUE THE 18M IDING PROCESS AS THE COLDS: RIKTUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL TIE CORES COMPLETELY REMOVED ANO THE COLD SHRINK LUBE IS I4STAUIED. STEP 7: EXCESS COLD SWINK TUBE EXTB4D540 TAD INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT N PLACE EXCESS COLD SHIBNK TUBE CAN BE CAREFULLY OUT OFF WITH A KNEE STEP 8: WRAP OVER THE COLD SHRINK TUBE VATH ONE LAYER OF BLACK ELECTRICAL TAPE,2INCH WIDTH, OVERLAPPING EACH ROW BY 112 INCH, TNS 70P LAYER MUST BE WRAPPED USING ASHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE EN'OS ARE IN THE UPWARD DIRECTION, CREATING A SHINGLED EFFECT WITH THE TAPE 60 WATER WILL EE REFEU.EDAND NOT ALLOWED TO COLLECT AND POOL. TNS TOP DYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (TIE TAPE WIDTH) PAST THE COLD SWINT TUBE ONTO THE UNDERLYING CABLE TOPE SHALL M WRAPPED SO THAT NO WOOS OR NR POCKETS ARE PRESENT. TAPE SHALL BE CLT WITH A SHARP KNEE F BUM RUBBER TAPE I STAUATON PROCEWAE 1. REOUAREDMATULIA&%ACKELECTRICAL TAPE 2 NCH WIDE AHO BUTYL RUBBER TAPE 2103 INCHES COME. 2. REQUIRED TOOLS:KNFE OR SCISSORS STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXAL CABLE AND CONNECTOR TO REMOVE AU. GREASE MD DIRT. WRAP CONNECTOR/ GROUND IIT WITH IWO LAYERS CF SLACK ELECTRICAL TAPE:2 NCH WIDTH OVBBAPPING EACH ROW BY APPROXNATELY 1.21N31. THESE LAYERS OE TAPE MUST BE YIRIPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR POCKETS ARE PREZ. E T AND MUST EXTEND I INCH PAST THE CONNECTORIGROUND KR ON EACH SIDE. TWO ROWS SMALL BE APPUED. ONE 1N EACH DIRECTION. WITH HEMP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2. WRAP COHECTORIGROUNO KRWITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW 8Y APPROXIMATELY 172 NCR THE BUM RUBBER TAPE MUST EXTED 2 TO 3INCHES ME TAPE WWII) PAST IRE ELECTRICAL TAPE AND COME N GOOD CONTACT%TM TIE UNDERLYING CABLE. ON CONNEECTDRS, WHEN WEATHERPROOFING FROM THE MAIN LNETO THE JUMPER BLED UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS Ate AIR POCNL£TS DOWN TO THE SMALLER DIAMETER CABLE STEP 3: WRAP CONNECTOR/GROUND KIT WITH 2 LAYERS OFOLACK ELECTRICAL TAPE 2 NCH WIDTH OVERLAPPING EACH ROW ST 1INICH. THESE LAST 2 LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED S0 THAT THE ENDS ARE N TIE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WWI BE REPEALED AID NOT ALLOWED TO COLLECT AND POOL THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND 2 WOES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AR POCKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED 0R STRETCHED. ALL TAPE SWILL DE CUT WITH ASHARP KNIFE ORSCISSORS. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE 1.5 INCHES WOE AND SIAM ELECTRICAL TAPE: 2 NOES WIDE 2 REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO RELIOVE ALL GREASE AND DIRT, STEP 2: START WRAPPING SSP -AMALGAMATING TME ON THE CAELEAT LEAST 21NCHES FROM THE CONNECTOR/ ROUND KIT. MACE SURE TAPE S STRETCHED TIGHT DURING THIS APPLICATION. STEP 3: WHILE STRETCHING TAPE, COME ONE WRAP OF DE TAPE AROUND THE CABLE MACRO SURE THE TAPE S WRAPPED ONTO ITSELF. THE TAPE WLL ONLY ADHERE TO ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP 6175 NCH WIDE) LAYERS. STEPS: WRAP OVERAND PAST THE CONNECTOR/GROUND KR AT LEAST 2INCHES. STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE WRAP THE TAPEAT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UIDERLYND SE49'AMA1GAAIAING TAPE USING THUMB PRESSURE STEP 7: 2 ROWS OF SELF•MNLGAMATIHGTAPE SHALL BE APPLIED IN THIS MANNER N ALTER/WING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE N AN UPWARD DIRECTION CREATING ASHFIGLED EFFECT WITH THE TAPE SO WATER WTLL BE REPELLED. STEP 6: WRAP OVER SELF•AMALGAMATING TAPE WITH 2 LAYERS OF BACK ELECTRICAL TAPE:2 NCH WONT OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENOS ME N THE UPWARD 048601N CEEAT9NG A SHINGLED EFFECT WITH THE TAPE SD WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AM POOL THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND IWO INCHES (THE TMEWIDTI PAST THE SELFAMALGMATNG TAPE ONTO THE UWERLYING CABLE. ALL LAYERS OF TME SHALL BE WRAPPED SO THAT NO VOIDS CR NR POCKETS ARE PRESENT. THE UST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH ASHARP KNIFE OR SCISSORS, Spri nt GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 8=_ EASTGATE WAY. SUITE 250 BE LEVUE WA 96C07463 T9.:(425) 2744444 FAX (425) 274.4149 A 04.1b0 1031 CONSIRUCHd1 DRAWINGS KSH VD A' \ 0120.0 1031 COIISTRUCIDZN DRAY(NG6 KSH VD 01.11.5 80% CONSDMNC4ON DRAWINGS KSH YD REV. DATE REVISION DRAWN BY CHID. BY EXPIRES 1.1 PROJECT MNFORMATIONE NETWORK VISION M*6S LAUNCH McQUEEN SE25XC333 O JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: DATE: SHEETTIRE GENERAL NOTES SHEET NUMBER T-3 4_i3 -d23 REV_ 2 RECEIVED MAY 28 2013 (;(AJitA(1N1 i Y I)FVILLUt'MI_NT ABBREVIATION DEFINITION AB. ABV. ACOA ADD'L A.F.F. A.F.C. ALUM. ALT. ANT. APPRX. ARCH. AWG. BLDG. BUT. BM B.N. BTCW, B,97 F, BA U CAB. CANT. C.I.P. CLC. CLR. COL. CONC. CONN. CONST. CONT. DBL. DEPT. D.F. DIA. OIAG. DIM. DWR. OWL. EA EL. ELEC. ELEV. EMT. E.N. ENG. 00. EXP, EXST.(E) EXT, ANCHOR BOLT ABOVE ANTENNA CABLE COVER ASSEMBLY ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ALUMINUM ALTERNATE ANTENNAAPPROXIMATE(LY)) ARCHITECT(URAL) AMERICAN WIRE CAUCE SOLOING BLOCK BAKING BOUNDARY NAILINC EARE BOTTOM OF DFOOTINGR WIRE BACK-UP CABINET CABINET CANTILEt R(ED CAST IN P(A CEILING CLEAR COLUMN CONCRETE CONNECTION(OR) CONSTRUCTION PENNYCONiNUOUS T(NAILS) DOUBLE DEPARTMENT DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DRAWING(S) DOWEL(S) EACH ELEVATION ELECTRICAL ELEVATOR ELECTRICAL METALUC TUBING EDGE NAIL ENGINEER EQUAL EXPANSION EXISTING EXTERIOR ARRRFVIATION FPB. F.F. F.G. FIN. FIR. FON. F.O.C. F.O.M. F.O.S. F.O.W. FTC.) G. GA. CI. G.F.I. GLB.(CLU-IAM) GPS GRNO. HDR. HOR. HT. CGB. IN.(') LB.. L.F. L. MAS. MAX. M.8. L ECH. MFR. MIN. MISC. MIL (N) NO.(+) N.T.S. 0.0. 0PNC. PP C PCS PLY. "PC PRC DEFINITION FABRICATION(OR) FINISH FLOOR FINISH GRADE FINISH(ED) FLOOR FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE FOOT(FEET) FOOTING GROWTH (CABINET) CAUCE GAU'AMZE(D) GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GLOBAL POSITIONING SYSTEM GROUND HEADER HANGER HEIGHT ISOLATED COPPER GROUND BUS INCHCES) INTERIOR POUND(S) LAG BOLTS (FOOT) LONG(RUDINALI MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANECUE METAL NEW NUMBER NOT TO SCALE ON CENTER OPENING PROPOSED PRECAST CONCRETE PERSONAL COMMUNICATION SERVICES PLYWOOD WER PRIMARYPRADIO CABINET LNET f1BBREVIATIT,N DEFINITION P.S.F. P.S.I. P.T. PV/R. QTY. RAD(R) REF. FEINF. F.EQ'O. RCS. RRU. SCH. SHE. SIM. SPEC. ED. STD. STL. STRUC. TEMP. THK. TMA T.N. T.O.A. T.O.C. T.Q.F. T.O.P. T.O.S. T.O.W. TYP. U.G. U.L. U.N.O. V.I.F. W wf W. W.P.WT. e POUNDS PER SQUARE FOOT POUNOS PER SQUARE INCH PRESSURE TREATED POWER (CABINET) QUANTITY RADIUS REFERENCE REINFORCEMENTONC) REQUIRED RIGID GALVANIZED STEEL RADIO REMOTE UNIT SCHEDULE SHEET SIMILAR SPECIFIC ATION(S) RE STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY TNICK(NES$ TOWERMOUNTED AMPUFIR TOE NNL TOP OF ANTENNA TOP OF CURB TOP OF FOUNDATION TOP OF PLATE (PARAPET) TOP OF STEEL TOP OF WALL TYPCAL UNDER GROUND UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VERIFY IN FIELD H(WIDTH) WITWOOD WEATHERPROOF CENTERLINEHT EN PLATE Sprint GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 85 EASTAATE WAY. SUITE250 BE LEVIIE WA SBBDT449:3 T9. (425)2744444 FAX:(425)2T4-444a ABBREVIATIONS 1 HAZARDOUS MATERIAL STORAGE AREA NOT USED 2 HAZARDOUS MATERIAL SIGNAGE 3 REQUIRED NEPA SIGNAGE IN CASE OF EMERGENCY --- CALL 1-866-400-6040 SITE NUMBER: SE25XC333 SITE NAME: McQUEEN EMERGENCY CONTACT SCNAGE CAUTION Beyond this point: Radio frequency fields at this site may exceed FCC rules fur human exposure. Fan you sare15 ancy al lasted siuns and Ate BuldelinW' tot 4011,ir0 k1 Nadia trpueney envknnmeNei 0•0 Radio frequency fields beyond this point may exceed the FCC general public exposure limit. Onley Lill 30510J 511Ins arta six guidelines Pot wurkir9 In tmho Mendency envkonU90Uts. AWARNING Beyond this point: Radio troquency lIelds at thls site exceed the FCC rules for human cApOSUIQ. Fa Mut Na obey all Nostra signs cad site DI.tcetmes not mations, in I0dio eegUMty en,i onments eeuld 1esult in sawus'q,n y. SITE IDENTIFICATION SIGNAGE 4 RF SIGNAGE 5 A A 01.12.13 03-20.13 102% CONSTWCIION DRAWINGS 100. Ca(ST(AIC3ON ORAW0NGs KSH KSH VD VD A 01-11-13 aDY CONSTRUCTION DRAWINGS KSH YD REV. DATE REY610N ORAWN BY GEO. BY EXPIRES PROJECT INFORMATION NETWORK VL5ION A/AIBS LAUNCH McQUEEN SE25XC333 14 JOB NO.: SE25XC333 DRAM BY: CHECKED BYt DATE: SHEET TITLE SIGNAGE, NOTES & ABBREVIATIONS SHEETNUMBER T-4 REV.: 2 WARNING THIS FACILITY CONTAINS CORROSIVE LIQUID TOXIC LIQUID CLASS 1 WATER REACTIVE LIQUID HAZARDOUS MATERIAL STORAGE AREA NOT USED 2 HAZARDOUS MATERIAL SIGNAGE 3 REQUIRED NEPA SIGNAGE IN CASE OF EMERGENCY --- CALL 1-866-400-6040 SITE NUMBER: SE25XC333 SITE NAME: McQUEEN EMERGENCY CONTACT SCNAGE CAUTION Beyond this point: Radio frequency fields at this site may exceed FCC rules fur human exposure. Fan you sare15 ancy al lasted siuns and Ate BuldelinW' tot 4011,ir0 k1 Nadia trpueney envknnmeNei 0•0 Radio frequency fields beyond this point may exceed the FCC general public exposure limit. Onley Lill 30510J 511Ins arta six guidelines Pot wurkir9 In tmho Mendency envkonU90Uts. AWARNING Beyond this point: Radio troquency lIelds at thls site exceed the FCC rules for human cApOSUIQ. Fa Mut Na obey all Nostra signs cad site DI.tcetmes not mations, in I0dio eegUMty en,i onments eeuld 1esult in sawus'q,n y. SITE IDENTIFICATION SIGNAGE 4 RF SIGNAGE 5 A A 01.12.13 03-20.13 102% CONSTWCIION DRAWINGS 100. Ca(ST(AIC3ON ORAW0NGs KSH KSH VD VD A 01-11-13 aDY CONSTRUCTION DRAWINGS KSH YD REV. DATE REY610N ORAWN BY GEO. BY EXPIRES PROJECT INFORMATION NETWORK VL5ION A/AIBS LAUNCH McQUEEN SE25XC333 14 JOB NO.: SE25XC333 DRAM BY: CHECKED BYt DATE: SHEET TITLE SIGNAGE, NOTES & ABBREVIATIONS SHEETNUMBER T-4 REV.: 2 PROPERTY LIVE ACCESS TO SPRINT SITE FROM PUBLIC RIGHT -OF WAY S. 104TH PL. PROPERTY LINE EXISTING BUILDING MARTIN LUTHER KING (N) SPRINT ANTENNA AREA SEE ENLARGED ANTENNA PLAN. � vv (E) SPRINT UNDERGROUND TRENCH TO EQUIPMENT AREA (APPROXIMATELY B3' RUN) (N) SPRINT (3)1-114.0 HYBRID. ROUTE (1 PER SECTOR) (E) SPRINT ICE BRIDGE (r4• X 2,01 APN: 0-323049026 ±2'-6 (N) SPRINT EQUIPMENT & LEASE AREA (LEASE AREA • 204 SO FEET) SEE ENLARGED EQUIPMENT PLAN. PARKING LOT w NOTES 1. ALL (E) SPRINT COAX CABLES AND ANTENNAS ARE 70 BE REMOVED FROM THE SITE. 2. IF PRESENT,ALL (E) CLEARWIRE ANTENNAS. MICROWAVE DISHES AND COAX CABLES TO REMAIN. PAINT NOTES PAINT NOTES: 1. (N) SPRINT EXPOSED ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 2. (N) SPRINT EXPOSED ANTENNA SUPPORT EOUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. RECEIVED MAY 28 2013 •(;f i'Ji1Ji) Jt I 1 I)I VI-LU1'ML-Nf Sprint_A GENERAL DYNAMICS WIRELESS SERVICES smartlink 14132 8E EASTGATE WAY SUITE2AO BELLEVUE WA 690074493 181.: (425) 2744444 FAX: (425) 2744449 042.3 103% CONSTRUCTION DRAWPAR 6811 VD A IDaa3 10014 CONSTRLCTION DRAWN= K8H YD A 01.11.3 00% IONSTRUCRON ORAW635 KSH 60 ENLARGED SITE PLAN 22Y34.6CILLE1•=S0,0• 11017• SCALE: r.60.0• DATE REVISION 1111911 DRAWN BY EXPIRES PROJECT INFORMATION NETWORK VISION IAMBS LAUNCH McQUEEN SE25XC333 Ir, r (1'ER n1f , IF r'(NJ, rI( Iv JOB NO.: SE25XC333 DRAWN BY: -4 CHEOKE0 BY: DATE: SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-1 L l 3 -02-3 REV.: 2 L3 13'-6" • S tint0 •- p � EitglIP 12._0. 12'-0" ice• I O1 GENERAL DYNAMICS WIRELESS SERVICES "'. `O 8 ®'� rn_ o � . ELEC © ` 41 \_ ELEC., +�� smartink TE WAX SUITE Me 14432 S_ EASTGAWA MC07.6493 T8. (425) 444 FAX 1,29)2744449 .r. 01 11W 4'-a" l 11U 1Li ___ 0 o �� r ®p 4-6 ,O TN MN ® rrs '•�•�' is.Jo �, TN MN J 0, r, r, �! A 041243041243 'uAC AT �LUgL'110N KSH VD A¢Lmn KSH VO 01 11-ss 902 ORANINOS K&1 VO EXISTING EQUIPMENT PLAN 27X3.7 SCALE: 1+4•=+'O' 'EAT SCALE: ,e=ra 1 INTERIM EQUIPMENT PLAN 27x9,'SCs�F•iµ•=1•-0• nx+rSCALE: ,e=ra En 2 REv DATE REVISION DRAWN BY CHID. BY a 3 r r o , MN �r 13'-6" KEYED NOTES: OAF pDIAco J~ of WA SA, AQ. Or-, I• GO IT I I t W .h RFG 11 sTE07 �S,0NAL v n \44 i+ A��,(t' T _I EXISIING TTEMS TO BE REMOVED FOR HOT SWAP 0(E) SPRINT EQUIPMENT AREA 0 (E) SPRINT TELCO CABINET ® (E) SPRINT PTC CABINET ,0 (EI ICE6RIDGE 0 (E) 6.7 CHAIN LINK FENCE © (E) SPRINT POWER CABINET TO BE REMOVED 0 (E) SPRINT MODCELL CABINET TO BE REMOVED T 8U CABINET TO BE RD4OVEO 0 (E) SPRIN8 OS (5) PARKING LOT AREA 1p (N) HYBRID ROUTE- 11 (E) SPRINT CABLE TRAY . SPRINT IAMBS CABINET COMM ANTENNA 3TOTAL, 1PER SECTOR POWER CABINET 1 BBU CABINET 0 MOA- CCABINET'rr COMA- 1 COAX CABLE -, 3 TOTAL, 1 PER SECTOR42710 NOTES 1.CONTRACTOR TO OBTAIN A STRUCTURAL ANALYSIS AND SIGNED AND SEALED CONSTRUCTION DRAWINGS PRIORTO 2. CONTTMCTORTOREPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. EXPIRES + '74.0:-..] �� 12'-O" p, PRO.fECT.�FORMATMkt NETY AAK VLSIONNMBS LAUNCH McQUEEN SE25XC333 '(1n i,•'�' r_' U T..i ) nl{ • ! J •.. 1.. ., fIli'• MAI; ,.Illi) 7 i1 2 y RECE'VED 99 MAY 28 2013 cc miniJNi I Y DI-VI_LU1 "ENT Q (N) © NW CABINET © �•.., 0'4—, TELCO EtF 10 N \��\ OE -`- s' 2" - +3 (N) SPRINT BATTERY ©a „ (E) COAX TO BE REMOVED 15 (E) SPRINT H•FRAME WITH (N) GPS JOB NO.: SE25XC333 0 1•_1• �� I �.� 0t 9 ,3 ORAWN BY: I CHEOXED 8'h. DATE SHEET TIRE: ENLARGED EQUIPMENT PLANS "" TN MN JS 12 JQ• I -,— SHEET NUMBER A-2 REV.: 2 SCALE: Pr. 10=7 wmt 3 PLAN KEY NOTES 4 FINAL EQUIPMENT PLAN 11•x17.4CA, F: VO•=1.0" 4' 3• T 1• Cr ,' / i7--/')2 L3 TN MN ^ rJ I 0 EXISTING MOUN17NG PLANES ANGLES ALPHA 345°Sprint)o GAMMA HRAOVED TO To BE REMOVED —�� it•$ '� �'� '',, �� ` `.` `. ` �` (� SPRINT CDMA ANTENNAS ` ` (3) TOTAL, C PER SECTOR • lY) BE REMOVED `1.` 'R" SECTOR 4'>@�I�\ GENERAL DYNAMICS WIRELESS SERVICES ,7,i smar�t1ink 14432 S--_ EASTGATE WAY. SUITE 260 BEJ.EW_ WA 90007fi493 TEL: (425) 274.4444 FAX 0127/4440 -I '� / i NI-: •/ 'All MMS MMS MEM MISSMMSr. TR SPRINT ANTENNA I'.,..I'..mil TRFPOD FRAME ATTACHED TO ROOF NOMIIIMMIMEM IIIIMIMi MA Mos mom Now TN MN 3 •l+ A 04120240-13041243'�� OS IKAI KSH VO Aos ' MSH VD Q 01-+143 6016 GONSTRUCRON DRAWINGS K5i VD REV• DATE REVISION 11 . DRAWN BY CHKD. BY 22-x34- SCALE: 3F • TJ)' i 1 22YJ4' SCALE: 174'=1'-0' 2 INTERIM ANTENNA PLAN (NOT USED) 11•417'SCALe1/8'4 :o- 4' 3• r 1' 6• 4' EXISTING ANTENNA PLAN 11":1rSCALE: &IV•ra z• DD AACpm (N) SPRINT NV 19007.11-M ANTENNA ® 1900 MHz EQUIPMENT y¥S Fr y `°F ss` G OF'6, j� '' �I/ Z CP (,'` 42719 Rr�C I STY��� `441 ONA L T''� �5 RRU / HYBRID CABLE SCHEDULE SECTOR RRU MODEL RRU FREQUENCY HYBRID LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER ALPHA RRH-P4 (1 )I900MFtr 130• 0.98" 1/2' 5 9$' COMMSCOPE IRET AISGV2.0 BETA RF(I,p4 (1)190DMHz 130' 098' 1/2' 5 9$' COMMSCOPE IRETASGJLO GAMMA RRH-P4 (1)1900MHz 130• 0.98" 1/2" 5' 9$' COMMSCOPE IRETAISGVLO W' i e Z H 4/4"411111111141111441111ki z ',` `��` ^ 1 NV ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCYMFR.MODELQUANTITY''`.`ALPHA1800 ANTENNA ANTENNA ANTENNA AZIMUTH RAD CENTER ANT. SIZE EJECT TILT MECH TILT MHzRFS APXVRR73C,A201 (PER SECTOR)0• 30'-0'54.8'-0'WA BETA 1900 MHz COMMSCOPE HBXX-9014DS-AZM1 (PER SECTOR) 120'30'-0' 50.9' -9° WA,� EXPIRES • I,' GAMMA 1900 MHz RFS APXVRRI3-C-A20 1 (PER SECTOR) 240° 30'-0' 54.8' -3' WA PROJECT MFORMATXMk NETYYORK VISION MMES LAUNCH MCQUEEN SE25XC333 , ' Z Li 6I• ,f f TU-.b'.'t A, v1: `;,,I7 ril s.; c ,ITN ^�Aj Y 28 2013 • `�" MUN • COMI 1 Y DEVELOPMEN _/� \-. �- (0)96-HADOME PROVIDED BY OTHERS ' ` ��� (N) SPRINT 190081Hz RRU UNIT ♦ (S)TOTAL. (1)PER SECTOR) —�_ 4.411110,4\A ifill An '/.'` �} ♦ . nA,��` `•• '4�\\ /'� �' (N) SPRINT NV 1000MHzANTENNA ®® t �MM�MI�MM�MI_VMGLI�MM���� 111 Neer� \ El/ `` 7� 1 I�� % ;�.‘RECEIVED `�,��' �� (E) SPRINT ANTENNA TRIPOD FRAME ATTACHED TO ROOF I WITH NEW ONO-STRUT BRACING FOR JOB NO.: SE25XC333 0 7MM�MMMIM�MMM[1�MM��MM��: RRUS (N) SPRINT NV 1900MHz ANTENNA 2.6 DRAWN BY: CHECKED BY: DATE: t`1 \C ,V; ' TN MN YE . iS • Q' P. (I ' I` v7 SHEET TIRE: ENLARGED ANTENNA PLANS (ALL SECTORS) NOTES 1.STRUCTURAL PROVIDED BBYYALL ROOFTOPS. GENERAL DYNAMICS. POLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRn's.6 NEW CABINETS/TEMPORARY LAT CFORM. ANALYSIS MUST BE PERFORMED 2. EXISTING ANTENNAS ARE COMA UNLESS NOTED OTHERWISE. 3. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRH'a WHICH SHALL BE MOUNTED ON THE POPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 11A-5. 4. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTEE. BEFORE RELOCATION OF ANTENNAS. 5. ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR AND TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS. EXISTING TOWER D TOWER FOUNDATION MUST BE ANALYZED BYA UCENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOAOS. (REFER TO STRUCTURAL CALCULATIONS TO ENSURE THAT THE TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OR MODIFICATION OF TOWER SHALL 8E MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEERI SHEET NUMBER: /� ^ J REV: 2 ' 22-‘34' SCALE: ,u'•1.0' _ = 3 FINAL ANTENNA PLAN (HOT SWAP) 11T-SCALe is=1a 1� 4' 3' 2' 1' D' 4' ...--/f) ? 0. A TCP OF (E) SPRINT COMA ANTENNAS V ELEV, 33'47. AGL RAD CENTER OF (E) SPRINT COMA A WTENNAS V ELEV. 300' AGL V(E) BUILDING ROOF DECK ELEV. 24,8" AGL �61061644(Ri H ADE ELEV. irtr REF. (E) SPRINT COAX ROUTE (E) SPRINT CDMA ANTENNAS (3) TOTAL, (1) PER SECTOR TO BE REMOVED FOR HOT -SWAP (E) RADOME TO BE REMOVED (E) BUILDING PAINT NOTES PAINT NOTES: 1. (N) SPRINT EXPOSED ANTENNAS A140 MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2. (4) SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. NOTES 1. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN SEE ANTENNA PLAN SHEETS FOR EXISTING AND TEMPORARY INTERIM CONFIGURATION. 2. EXISTING TOWER INVENTORY PROVIDED BY OTHERS 3. ALL (N) ANTENNA. RRU. AND CABLING WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEALED STRUCTURAL TOWER/POLE, SPRINT PLATFORM AND FOUNDATION REPORT IN ACCORDANCE WITH AU. APPLICABLE LOCAL. STATE, AND FEDERAL CODES MATCHING THE DESIGN DEPICTED ON THESE DRAWINGS HAS BEEN PROVIDED. 4. ALL (E) SPRINT COAX CABLES AND ANTENNAS ARE TO BE REMOVED FROM THE SITE 5. IF PRESENT, AU. (8) CLEARWIRE ANTENNAS. MICROWAVE DISHES AND COAX CABLES TO REMAIN. 6. (N) SPRINT N/ ANTENNAS ARE TO BE INSTALLED SO THAT THE TOP OF THE (N) ANTENNA ALIGNS WITH THE TOP OF THE (E) SPRINT COMA ANTENNAS THAT ARE TO BE REMOVED. (N) SPRIT NV IDOOMHz ANTENNA (3) TOTAL, (1) PER SECTOR $TOP OF 04) SPRINT NV ANTENNAS ELEV, 34'.10" AGL gar �RAD CENTER OF (N) SPRINT NV ANTENNAS ELEV. 31240* AGL $ (E) BUILDING ROOF DECK REV. 24,8" AGL (N) 3B` RADOME PROVIDED BY OTHERS (N) SPRINT 1000MHz RRU UNIT (3) TOTAL. (1) PER SECTOR) (E) BUILDING (N) SPRINT HYBRID ROUTE FINISH GRADE ELEV. IT.0 REF. • RECEIVED MAY 28 2013 ( .0iIt)141I Y Di /i LUV'MLNT EXISTING SOUTH ELEVATION 22',04' SCALE: ILS = 1'-0' )1',1T Cf.! F• 416'.1'48 6 4' 2' D' 8' 1 NEW SOUTH ELEVATION 22'136 SCALE. 1!r 1'W I1Y1 r SCALE: V1V-1'-0' ...I. ..-- >r 6 4' Y D' MT 2 Sprint? GENERAL DYNAMICS WIRELESS SERVICES 14432 SE EASTGATE WAY, SUITE 260 Ba.LEVUE WA W00T8113 TEL: (425) 274.4444 FAX: (425) 274446 0412.13 1071 CONSTN10I10N KSH VO A' \ /3-20-13 103% CONS1RUOIIDN ORAY4I.6 KSH VD A "\ 01-11-13 4% EQBTRUCT ON DRAWNOS KSH VD REV. DATE REVISION DRAWN BY CH(0. BY EXPIRES PROJECT INFOWWATKIt 11. t✓� NEOAORK VISION MISS LAUNCH McQUEEN SE25XC333 :AN A'I:ILA.'aVA9,,1' Y' JOS NO.: SE25XC333 DRAWN BY: CHECKED BY: DATE: SLEET TITLE: EXISTING AND NEW SOUTH ELEVATIONS SHEET NUASEft A-4 REV. 2 L/ -c2 3 NOTES: 1. NEW ANTENNA TO BE MOUNTED TO r I (NOM) SCH 40 PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST 512E AND SCHEDULE AND UPGRADE F REQUIRED. 2. PROVIDE CROSSOVER PLATE KIT BY SITE PRO 1 OR APPROVED EQUAL, SIZE AS REQUIRED. 3. ANTENNA AND RRU CABLING TO BE CONNECTED PER RF DATA SHEET, PROVIDED BY RF ENGINEER 4. SPRINT GC TO FIELD VERIFY EXISTING CONDITIONS OF TRFPOO MOUNTING HARDWARE PRIOR TO ORDERING OR INSTALLING NEW RADOME-NOTIFY ENGINEER OF ANY DISCREPANCIES. NEW 3r DNMETERRPDOME NEW 2-3/8' OD ANTENNA MOUNTING PIPE NEW SST TOWER STANDOFF ANDREW TYPE SST -34 WAX BLOCK SUPPORT TO ANTENNA MOUNT PPE OR MOUNT WITH BLOCKS NEW RET CABLE NEW JUMPER CABLE NEW STAINLESS STEEL HANGER CLAMP(SHALL BE SOFT) SHALL SOLELY BIND TERMINATION CLOSURE :.TWO POINTS SHALL BE FIXED BEFORE RRU CONNECTION CLOSURE AND ROLLED CABLE F•'i .,--_--- .. WITH ROOF STRUCTURES OR OTHERUCH MATERIALS BENDING RADIUS OF ROLLED CABLE SHALL BE LARGER THAN REQUIREMENTS OF SPECIFIC PRODUCT. CLAMP DETAIL I I I I i NEW MOUNTING HARDWARE ANTENNA MOUNTING PIPE (SEE NOTE 1) NEW PANEL ANTENNA NEW PIPE MOUNT HARDWARE CONTRACTOR SHALL USE ADEQUATE HARDWARE THAT FITS WITH AN EXISTING FRAME NEW HYBRID FREQUENCY CABLE NEW NYBRD BREAKOUT UNIT. CONTRACTOR SMALL MOUNT WITH ADEQUATE HARDWARE TO EXISTING FRAME. (TYP OF 1 PER SECTOR) /—" NEW JUMPER (TYP) NEW 4" STAINLESS STEEL CLAMP, ANDREW PART 0316703 OR AN APPROVED EQUAL (TYP OF 2 PER BREAKOUT UNIT) NEW 190008* RRU NEW UNISTRUT BRACING SUPPORT FOR RRU TO SPAN FROM (E) TRIPOD LEG TO (E) TRIPOD LEG. CONNECT TO (E) LEG AS REQUIRED. SPRINTS GENERAL CONTRACTOR TO VERIFY LENGTH PRIOR TO CONSTRUCTION NEW 741BRIO FANOUT CABLE FROM NEIV RF CABINET (TYP OF 1 PER SECTOR) SUPPORT BY HOISTING GRIP EVERY 200 (E) ROOF TOP SUPPORT HYBRID CABLE WITHIN 17 OF BREAKOUT UNIT ECE1VEr) NAY 28 2013 t7T 11 1 (..i1'ML-141 RECTIFIER UADU 5) CPRI CABLE 4) POWER CABLE RF -ANTENNA 3) RRH-P4 GROUND CABLE MGB 1) MGB GROUND CABLE FEEDER LINE GROUND CABLE (GROUND KIT/7/8 IN FEEDER I: FErEc LINE OR MORE) TGB i 2) TGB GROUND CABLE _L TGB AND GROUND KIT ARE USED IN CASE OF THE 7/8 IN. FEEDER LINE OR MORE 27434' SCALE: NOT TO SCALE 11-41r SCALE: NOT TO SCALE NOT USED 3 22'304" SCALE: NOT TO SCALE SAM MAT SCALE: NOT ToSCALE SUNG MMBS WIRING DIAGRAM 4 Sprint= GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 SE EASTGATE WAY. SUITE 250 BELIEVUE WA 910074493 18.: (425) 274.4444 FAX: (425) 2744449 TOP VIEW PROPOSED SAMSUNG MOUNTING BRACKET AND HARDWARE 7 DIA. MOUNTING PIPE LEFT SIDE VEW PER RRU TECHNOLOGY REQUIREMENTS FRONT VIEW PROPOSED SAMSUNG MOUNTING BRACKET AND HARDWARE DIA MOUNTING PPE 27434• SCALE NOT TO SCALE 11"417 SCALE: NOT TO SCALE 22Y34' SCALE: NOT TO SCALE 1 11 1T SCALE NOT TO SCALE STAND-OFF DETAIL 1900MHz ANTENNA DETAIL 1 GPS.TMR4552& 3A UNIT GPS(84*MOWT ANTENNA MOUNT ATTACHED TO 1'04V.81IER PPE 1' DA (50440) STARLESS STEEL OFGALV PPE MINIMUM OF 75% OR 270° IN ANY DIRECTION GPS — OBSTRUCTIONS MUST BE BELOW 15° )TOTES: 1. THE OPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 70. SCH. 40. GALVANIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE NA MOUNT ENO. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MN. OF Ir, 8 Lr HF MOUNTING TO NEW MMBSBBU) USING A HAND OR ROTARY PPE CUTTER TO ASSURE A SMOOTH AND (MN. OF 18'.84' IF MOUNTING TO NEW MMBSBBU) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL SE OEBURRED. 2. ITIS CRITICAL THAT THE GPS ANTENNA I5 MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 7 OF LEVEL 3. OD NOT SWEEP TEST OPS ANTENNA A 4. ATTACH GPS ROUTING PIPE 70 NEW NM8888U USOKI (4) 644444164444 SS BOLTS AND (4) 1' PTFE STRAPS. GPS TO 8E MOUNTED A MN. OF 2'-0' ABOVE MMBS8BU CABINET. .1.1 .i4 RRU POLE INSTALLATION DETAIL 5 27434' SCALE: NOT TO SCALE 11'x17 SCALE: NOT TO SCALE GPS UNIT PIPE MOUNT & REQUIREMENTS 2 22"7434' 51'M 0: NOT TO SCALE tr :1r SCALE. NOT TO SCALE 1900 MHZ RRH-P4 MECHANICAL SPECIFICATIONS 6 04.`2.73 7O3%CONSTWCDOM DRAWINGS VO A' \ 0}7617 1031 CONSTWCTION DRAWINGS KSH YD 01.1141 048 CCWSTWG110N DRAWINGS KSH YD REV. OATS REVISION DRAWN BY EXPIRES 11'.2015 PROJECT INFORMATION: NETWORK VISION MMES LAUNCH McQUEEN SE25XC333 . •.f t1 JOB NO.: SE25XC333 DRAWN 8Y: CHECKED 8Y: DATE: SHEET TIRE EQUIPMENT DETAILS SHEET NUMBER A-5 1,15- Z3 REV.: 2 1-6 re' 74' 0 7 MIN 30' MAX LTi � :vgrr 717, 4.4' I• ANCHOR BOLT HOLE (TYP) rl MA' rC ANCHOR BOLT LAYOUT 2 f ITEM SPECIFICATIONS CAPACITY MAX. 4 BATTERY STRINGS BBU CABSET AIR-CONDITIONER/COOLING COOLING WITH FAN FOR EMERGENCY MODE (MCLEAN 720 HVAC) SOUND LEVEL 659A ©I Sr 7l(H) x 41.25(0) x 27..37W) SIZE INCH 1800(H) 9 1048(0) x 700(W)11u0 CABINET WEIGHT 370183 PER BATTERY 529 LDS STRING WEIGHT NARADA 190AH (12801190) BATTERY AGM TYPE (VRLA) AC POWER 220VAC, 3.5AMP TYP. 14.4AMP STARTING DC POWER 10A MAX 13480VC AC INPUT CIRCUIT BREAKER BATTERY BREAKER 94 BATTERY BREAKER 43 BATTERY BREAKER 42 BATTERY BREAKER 81 BATTERY CABLE TERMINAL GROUND BAR CABLE ENTRANCE 22234' SCALE: NOT TO SCALE 1 TOT SCALE: NOT TO SCALE MMBS & BBU TYPICAL LAYOUT 1 27234' SCALE: NOT TO SCALE 11-21T SCALE: NOT TO SCALE BBU CABINET 2 Sprint) 4112,0 GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 SE EASTGATE WAY. SURE260 BELLEVUE WA 9403743493 TEL:(425)2744444 FAX: (425) 274-4449 BAC( VEER TOP VIEW 74' SIOE VIEW poTTOM VIEW 27 FRONT VIEW MISS EOUPMENTMEI0H78 0104311I086 1629x700119169120»87048 x 29.58, x 40.1(37A)n 251kg (55308 RIO WSIELF I 3009(1W:4 Du SHELF C') • P 1 Ei s a 2'3' FROM VIEW P E9 445.1 I B' MDUNTINO II 4 4 SEC110N 9 N 3'b' 3-41- 7-T 16 SIDE VIEW ra' SECTIONA \C TOP YRM LIFTTNO LUGS BOTTOM VIEW TOP VIEW 22234' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE MMBS MECHANCIAL SPECIFICATIONS 3 22'x34' SCALE: NOT TO SCALE 11-117 SCALE: NOT TO SCALE BBU MECHANCIAL SPECIFICATIONS 4 0.12.13 1630 CONSTW4CI011 KEA VO A 0380.1 10311 CONSTR4C90N ONAwMOs 881 Vo 01.11.13 11016 CCOMMULTION 1a4W K5H VD REV. DATE REVISION DRAWN SY GOD. BY EXPIRES __.'Z.L$1 PROJECiuNFORMATIOM NETWORK VISION MMES LAUNCH McQUEEN SE25XC333 IL 3,1'. JOB NO.: DRAWN BY: SE25XC333 CHECKED BY: DATE: SHEET TIRE: EQUIPMENT DETAILS SHEET NUMBER: A-6 413 023 REV.: 2 BBU EOUPIENI VJEIGIIT 8088119101'8 09U CABINET 1BOt70 1016L63Oymv70.6N x 20.08. x 40.107.Oj' BBU CABSET 10a9(37000)w/O BATTERY I 11364 WITH BATTERY SIDE VIEW ra' SECTIONA \C TOP YRM LIFTTNO LUGS BOTTOM VIEW TOP VIEW 22234' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE MMBS MECHANCIAL SPECIFICATIONS 3 22'x34' SCALE: NOT TO SCALE 11-117 SCALE: NOT TO SCALE BBU MECHANCIAL SPECIFICATIONS 4 0.12.13 1630 CONSTW4CI011 KEA VO A 0380.1 10311 CONSTR4C90N ONAwMOs 881 Vo 01.11.13 11016 CCOMMULTION 1a4W K5H VD REV. DATE REVISION DRAWN SY GOD. BY EXPIRES __.'Z.L$1 PROJECiuNFORMATIOM NETWORK VISION MMES LAUNCH McQUEEN SE25XC333 IL 3,1'. JOB NO.: DRAWN BY: SE25XC333 CHECKED BY: DATE: SHEET TIRE: EQUIPMENT DETAILS SHEET NUMBER: A-6 413 023 REV.: 2 • MANUFACTURE(: RFS MODEL- APXVRR/3(.420 WEIGHT: 393 L55 DIMENSION& 51.5' X 13.8' X 4.3' FREQUENCY: REFER 70 RF DATA SHEET ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHAT SIDE MANUFACTURER COAMSCOPE MOOEI: HBXX-901403-A2M WEIGHT. 29.78 LBS DIMENSIONS: 50.8` K 123' X6.5' FREQUENCY: REFER TO RF DATA SHEET RF CONNECTOR 8.5' TOP BOTTOM RF CONNECTOR. TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET BOLT HEX M12 X 110--s BOLT HEX M12X110 PIPE MOUNT SCREW HEX M12 X 110 WASHER FLAT M12 WASHER SPRING MI2 BEAM TILT ASSEMBLY (N) ANTENNA MANUFACTURER RFS MODEL: AMP45.2 MOUNTING KIT WEIGHT: 7.5 LBS ANCHOR SCHEDULE BOLT DIA. HOLE DIA 'E- EMBEDMENT 318' 378' 2' 172' 1/2' 3' 518' 518' 3 1/8' 314' 3/4' 33/4' EXISTING CONC.-N N SLAB EQUIPMENT CABINET HILTI KWIK BOLT -TZ USE S.S. KB -TZ FOR OUTDOOR APPUCATION NOTES 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OR CUT REBAR OR TENDONS SHALT. BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECIAL INSPECTION IS REQUIRED FOR (1111.11 KW IK BOLT -TZ PER ESR -1917) CONCRETE EXPANSION ANCHORS AGAINST SEISMIC. 3, INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. 4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS. 27+34' SCALE NOT TO SCALE 1111r SCALE NOT TO SCALE DROOM COMSEAL -MARKER:ROXTEC -PM:COMSEAL 16/16 r ANTENNA DETAIL 1 22'434' SCALE: NOT TO SCALE 11"41r SCALE: HOT TO SCALE ANTENNA DETAIL 2 27134' SCALE: NOT TO SCALE 11'417" SCALE: NOT TO SCALE RFS MOUNTING KIT 3 22'X34" SCALE: NOT TO SCALE 11'4r SCALE: NOT TO SCALE CABINET ANCHOR DETAIL 4 Sprint GENERAL DYNAMICS WIRELESS SERVICES smartlink 144325E EASTGATE WAY.SUOE260 BELLEW E WA 980074493 711.: (425) 5144444 FAX (426) 2744449 f MUDROOM DETAIL ENLARGED TO SHOW NOTES NEW M O8'T U CABINET 0 0 MUDROOM 0 0 000000 EOUIPLE4T PAD REAR VIEW S66M BLOCK FOR UDA GPS SURGE ARRESTOR BATTERY #1 —J RRH GAMMA RRH BETA UDA OR BH CABLE GPS CABLE 2' LB HOUSING INTO MUDROOM 2' HEAVY WALL COUPUNG 2' SEAL TITE STRAIGHT _. r,.. CONNECTOR 2' SEAL TITE FLEXIBLE CONDUIT TO NEW EQUIPMENT 2' SEAL TITE STRAIGHT CONNECTOR 2' LIQUID TIGHT CONDUIT FOR HYBRID CABLE PM N8436 2' HEAVY WALL CONDUIT COUPLING PORT LAYOUT DETAIL ENLARGED TO SHOW NOTES O f NEW MMBSN3BU CABINET 2' SCH 80 PVC FROM TELCO BOX INTO MUDROOM 2' HEAVY WALL CONDUIT O 0 0 O BATTERY NO AC/GROUND RRH ALPHA EQUIPMENT PAD SIDE VIEW MANUFACTURER COMMSCOPE MODEL: 600899A-2 WEIGHT: 8.49 LBS EQUIPMENT TO BE INSTALLED PER MANUFACTURERS SPECIFICAITONS BEAM TILT ASSEMBLY 27131' SCALE: NOT TO SCALE 11'x1r SCALE: NOT TO SCALE COMMSCOPE MOUNTING KIT 6 22X34' SCALE: NOT TO SCALE 11sAr SCALE: NOT TO SCALE NOT USED 7 27434- SCALE: NOT TO SCALE 11s11r SCALE: NOT TO SCALE HYBRID AND TELCO LINE SUPPORT DETAIL 5 22434' SCALE: NOT TO SCALE 11'07' SCALE: NOT TO SCALE NOT USED 8 22'834' SCALE: NOT TO SCALE 11'x1r SCALE: NOT TO SCALE RECEIVED NOT USED 9 A 04.12-13 102% CONVIROCAOM 9RANNG9 ASH VD A 91.29.13 1033% GONSIRUCl/]I KSH W A 014143 90%CONSYKKIX:01 DRAWN= KSH VO REV. DATE REVISION DRAWN BY crow. BY EXPIRES PROJECT INFORMATION NETWORK VISION LIMBS LAUNCH McQUEEN SE25XC333 w. 1 RUNT! , • 1 'tl ; ; : . t<1.141(!'jr JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: GATE SHEET TOLE EQUIPMENT DETAILS SHEET NUMBER A-7 REV_ 2 0 1111 7P_ • r r MUDROOM DETAIL ENLARGED TO SHOW NOTES NEW M O8'T U CABINET 0 0 MUDROOM 0 0 000000 EOUIPLE4T PAD REAR VIEW S66M BLOCK FOR UDA GPS SURGE ARRESTOR BATTERY #1 —J RRH GAMMA RRH BETA UDA OR BH CABLE GPS CABLE 2' LB HOUSING INTO MUDROOM 2' HEAVY WALL COUPUNG 2' SEAL TITE STRAIGHT _. r,.. CONNECTOR 2' SEAL TITE FLEXIBLE CONDUIT TO NEW EQUIPMENT 2' SEAL TITE STRAIGHT CONNECTOR 2' LIQUID TIGHT CONDUIT FOR HYBRID CABLE PM N8436 2' HEAVY WALL CONDUIT COUPLING PORT LAYOUT DETAIL ENLARGED TO SHOW NOTES O f NEW MMBSN3BU CABINET 2' SCH 80 PVC FROM TELCO BOX INTO MUDROOM 2' HEAVY WALL CONDUIT O 0 0 O BATTERY NO AC/GROUND RRH ALPHA EQUIPMENT PAD SIDE VIEW MANUFACTURER COMMSCOPE MODEL: 600899A-2 WEIGHT: 8.49 LBS EQUIPMENT TO BE INSTALLED PER MANUFACTURERS SPECIFICAITONS BEAM TILT ASSEMBLY 27131' SCALE: NOT TO SCALE 11'x1r SCALE: NOT TO SCALE COMMSCOPE MOUNTING KIT 6 22X34' SCALE: NOT TO SCALE 11sAr SCALE: NOT TO SCALE NOT USED 7 27434- SCALE: NOT TO SCALE 11s11r SCALE: NOT TO SCALE HYBRID AND TELCO LINE SUPPORT DETAIL 5 22434' SCALE: NOT TO SCALE 11'07' SCALE: NOT TO SCALE NOT USED 8 22'834' SCALE: NOT TO SCALE 11'x1r SCALE: NOT TO SCALE RECEIVED NOT USED 9 A 04.12-13 102% CONVIROCAOM 9RANNG9 ASH VD A 91.29.13 1033% GONSIRUCl/]I KSH W A 014143 90%CONSYKKIX:01 DRAWN= KSH VO REV. DATE REVISION DRAWN BY crow. BY EXPIRES PROJECT INFORMATION NETWORK VISION LIMBS LAUNCH McQUEEN SE25XC333 w. 1 RUNT! , • 1 'tl ; ; : . t<1.141(!'jr JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: GATE SHEET TOLE EQUIPMENT DETAILS SHEET NUMBER A-7 REV_ 2 • TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING SECOND RING THIRD RING A GREEN NO TAPE NO TAPE B GREEN GREEN NO TAPE G GREEN GREEN GREEN FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE FREQUENCY COLOR CODE FIRST RING SECOND RING 800 MHz YELLOW GREEN 1900 MHz YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 800 MHz RET RET N/A 800 MH2 *45' ANT 1 WHITE 800 MHz -45' ANT 0 BLUE 1900 MHz PCS1 -45' ANT 0 BLUE PCS1 445° ANT 1 WHITE PCS2 -45' ANT 2 GREEN PCS2 445° ANT 3 BROWN RET RET RED SUPPLIER SAMSUNG FIBEROPTICS ASIA TAI TYPE LENGTH TOTAL WEIGHT WEIGHT/LF TOTAL WEIGHT WEIGHT/LF (FT) (KG) (LBS) (KG) (LBS) (KG) (LBS) (KG) (LBS) TYPE 1 80 13 28 0.2 0.5 19 41 0.3 0.7 75 18 35 0.2 0.5 22 49 0.3 0.7 90 19 42 0.2 0.5 26 57 0.3 0.7 TYPE 2 105 30 66 0.3 0.6 29 65 0.3 0.7 120 34 75 0.3 0.6 33 73 0.3 0.7 135 38 85 0.3 0.6 46 101 0.3 0.7 150 43 94 0.3 0.8 51 112 0.3 0.7 185 47 104 0.3 0.6 55 122 0.3 0.7 TYPE 3 180 69 161 0.4 0.8 72 160 0.3 0.7 195 75 164 0.4 0.8 78 173 0.3 0.7 210 80 177 0.4 0.8 85 187 0.3 0.7 TYPE4 225 89 196 0.4 0.9 102 224 0.3 0.7 240 95 209 0.4 0.9 109 239 0.3 0.7 255 101 222 0.4 0.9 115 254 0.3 0.7 TYPE 5 270 133 293 0.5 1.1 122 270 0.3 0.7 285 141 310 0.5 1.1 152 335 0.3 0.7 300 148 326 0.5 1.1 160 353 0.3 0.7 315 155 342 0.5 1.1 168 371 0.3 0.7 330 163 359 0.5 1.1 176 388 0.3 0.7 SUPPLIER TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 TOTAL LENGTH -114'-9.95" -180'-5.35' -21T-3.05' -262'.5.80" -328'-1' -420'4)" -550-0' HYBRID POWER CABLE CONFIGURATION AWG 101 PAIR AWG 12 3 PAIR AWG 81 PAIR, AWG 10 3 PAIR AWG 61 PAIR, AWG 81 PAIR, AWG 10 2 PAIR AWG 61 PAIR, AWG 8 3 PAIR AWG 41 PAIR, AWG 61 PAIR, AWG 8 2 PAIR AWG 41 PAIR, AWG 6 3 PAIR AWG 21 PAIR. AWG 4 3 PAIR CABLE DIAMETER 0.98" 1.06" 1.18' 1.18"11.25' 1.25' 1.56' 1.69' BENDING RADIUS 11.81" 12.99" 15.35" 17.71' 17.71' 18.00"130.00" 21.00'/35.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE DU CABINET (POWER CABLE TERMINAL MAX SIZE AWG 4) 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE RRU POWER CABLE SPEC AWG 8.0.57~0.60' AWG 10, 0.45'-0.48" 8 AWG CABLES 4 PAIRS NON USE POWER AND OPTIC CABLE PROTECTION 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE SUPPLIER TESSCO TYPE LENGTH TOTAL WEIGHT (FT) (KG) (L85) 1 0.73 1.6 TYPE 6 1000 732 1613 420 402 887 1 1 22 TYPE 7 1000 1006 2218 550 553 1220 HYBRID AND JUMPER CABLES COLOR CODING (4) PAIR COPPER TOHRU (6) FLIER CABLES (4) PAIR COPPER TO CABINET (6)RDERCABLES 1 HYBRID CABLE TYPE 2 SPACE 2'TAPE 6FSONO RING1' SPACE 2' TAPE THIRD RING 2 SPACE BETWEEN 2. TAPE FIRST RING TAPE SECOND RING r TME FIRST RING WORD COLOR CODE BETWEEN RINGS ,Wpru.ANFAwslaaq BETWEEN 61625 11.001XMLI'w=Teft1 HYBRID CABLE COLOR CODE AND FREQUENCY COLOR COOS FREaENCY COLOR CODE FREQUENCY COLOR CODE 7 SPACE FROM END r TAPE RNG 1' SPACE 2' TAPE RING 1' SPACE 2' TAPE RING OF ORENI4 TC1RJNDER r TAPE FIRST RING, t- SPAC[.. E 2' TAPE SECOND RING NYIRIDCOLOR CODE ?SPACE 2 -TAPE THIO RING 2' SPACE BETWEEN 2' TME FIRST RING FIRST RING \ --- FREQUENCY COLO, CODE TME (SEE TABLE FOR DETAIL) r TME SECOND RING NO SPACE BETWEEN CABLE 2' SPACE FROM END BETWEEN F0409 SECOND RNC AwS,aHrnu BETWEEN 1602 THIRD RING 6.WANaNAW�tP:TaU E THREE TEAF-S WRAP TAPE AROUND MIN (TIP) 7 TAPE RING 1 -SPACE 7 TME RING HYBRIO COLOR (ADE TAPE (SEE TABLE FOR DETAL) HYBRID CABLE I 0 CABINET l' SPACE , 2' TAPE RINO O BREAICOUT CYLINDER FIRST RING HYBRID COLOR CODE TAPE FREQUENCY COLOR CODE TAPE (SEE TABLE FOR DETAL) (SEE TABLE FOR OETAL) NOTE: 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR WEATHERPROOFING. OR BREAK-OUT CYLINDER. WITH 1" SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR CODE' TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 7. EACH 2" COLORED TAPE(S) SHALL BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2' SPACE. HYBRID CABLE CONNECTION AT CABINET 1 RRU CONNECTOR 54' SPACE BETWEEN CABLE CODE A110 FREQUENCY COLOR CODE 3/4. TAPE NO SPACE BETWEEN CABLE 34' TAPE FIRST RING BETWEEN RINGS SECOND RING ECORING THIRD RING CABLE B 1' SPACE FREQUENCY COLOR 0006 3N• TAPE SEGO 6649 FREDUENCY COLOR COOS RINGS WRAP TME AROUND CABLE THREE TINES MN ITYP) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAIL) HYBRID CABLE TO CABINET sun 51160 RING Naw Y4'TAPE FIRST RING FREQUENCY COLOR CODE 314' TAPE 6EDQRD RNIO FREQUENCY COLOR CODE FROM ANTENNA 2 FROMRRU H- .41 3{? SPACE BETWEEN CABLE CODE AND FREQUENCY COLO, CODE 544 TAPE r SPACE THIRD RPM CABLE JUMPER CABLE CONNECTION AT RRU AND ANTENNA ANTENNA CONNECTOR HYBRID CABLE COLOR SCHEME DETAIL 3 Sprint) GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 55 EASTGATE WAY. SUITE 260 BELLEW= WA 900074493 TE.: (425) 2744444 FAX (425) 2744449 A 08.12.13 106 CONSIRUCRON NRAWNGS KSH VD A CO -21)43 106 00N3TRUCIO11 DRAWINGS K5(1 VD A 01.14.13 909 CONs7RDCN0N DRAWINGS KSH VD REV. OATS REVISION DRAWN 8Y CH/CD. 8Y EXPIRES 1.1. '24,1.s PROJECT INFORMATION: NET W OTB( BISON MOS LAUNCH McQUEEN SE25XC333 ql I' ;A ,I1:, L).1 `I )L, i_IL' I 1 JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: DATE: SHEET TIRE ANTENNA AND CABLE COLOR CODING DETAILS SHEET NUMBER RF -1 1-13-623 REV. 2 ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE. LAWS. AND CORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE UNE TO THE METER SASE. WHEN REQUIRED, POWER SERVICE REQUIREMENT IS COMMERCIAL AC NOMINAL 1201208 VOLT OR 120)240 VOLT. SINGLE PHASE WITH 200 AMP RATING. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE UNE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS ANO PER LOCAL UTILITY COMPANIES SPECIFICATIONS. WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 5. LOCAL POWER COMPANY SHALL PROTIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED N A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE P/C SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHAH BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 7. All TELCO CONDUIT LINES SHALL BE 4- SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE FENCED AREA NEAR UTILITY POLE (IN FENCED AREA). OR END CAP OFF ANO PROVIDE MARKER STAKE PANTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 8. CONDUITS INSTALLED. AT PCS EQUIPMENT ENDS, PRIOR TO THE EQUIPMENT INSTALLATION SHALL SE STUBBED AND CAPPED AT 6• ABOVE GRADE OR PLATFORM. IF SERVICE UNES CANNOT BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 9. THE SPRINT CABINET. INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR CONTRACTOR LS TO INSTALL BREAKERS) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 11.02 WIRE TO BE UTILIZED N ELECTRIC SERVICE RUNS EXCEEDING 100'. 12. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BD. ANY QUESTIONS ARISING DURING THE 81D PERIOD N REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK. OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT IIP DURING THE 610 PER100 WITH THE PROJECT MANAGER FOR CLARIFICATION. NOT AFTER THE CONTRACT HAS BEEN AWARDED. 13. LOCATION OF EQUIPMENT. CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH.N. 14. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FELD CONDITIONS. 15. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. ELECTRICAL NOTES (CONT) 16. ALL CONDUITS SHALL BE MET WITH BEND$ MADE N ACCORDANCE WITH NEC TABLE 346.10. NO RIGHT ANGLE DEVICE SHALL BE USED OTHER THAN STANDARD CONDUIT ELBOWS WITH 12- MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2. OR LARGER. 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 18. ALL WIRE SHALL BE TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (167 DEGREES F), 98' CONDUCTIVITY. MINIMUM 012. 19. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J -BOXES. EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS. ACTION CRAFT. BRADY. OR APPROVED EOUAL. 20. ALL NEW MATERIAL SHALL HAVE A U.L LABEL 21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES. STARTERS, AND EQUIPMENT CABINETS. 24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY ANO ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 25. AU. DISCONNECT SNATCHES AND OTHER CONTROLUNG DEVICES SHALL BE PROVIDED WRN ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGERS APPROVAL. 26. ALR. ELECTRICAL DEVICES AND NSTAIJAT1ONS OF THE DEVICES SHALL COMPLY WITH AMERICANS WITH 'ISA&UTIES ACT (ADA) AS ADOPTED BY THE APPLICABLE STATE. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL. OR STRUCTURE. FII. FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 28. ELECTRICAL. CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFED WITH THE OWNERS REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN. AS SHOWN ON THESE DRAWINGS). 29. LOCATION OF ALL OUTLET. BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNERS REPRESENTATIVE PRIOR TO ROUGH -N. SITE NUMBER: TBD MODEL NUMBER: TBD VOLTAGE: 240V(120 PHASE: 1 MAIN BREAKER: 100 AMP BUSS RATING: 100 AMPS WIRE: 3 MOUNT: SURFACE NEUTRAL BAR: YES NC: TBD ENCLOSURE TYPE: NEMA 3R N TO GROUND BOND:TBD GROUND BAR: TBD PANEL STATUS: EXISTING INTERNAL TVSS: TBD CKT LOAD DESCRIPTION 1 x010 I p ma a. @ '-6t= mW ID 6 -I ma ma LOAD DESCRIPTION CKT 1 SAMSUNG MMBS 100 2 NEW ON 2 100 NOT LABELED 2 3 SAMSUNG MMBS 100 2 NEW ON 2 100 NOT LABELED 4 5 SAMSUNG BBU 15 1 NEW ON 1 20 NOT LABELED 6 7 N/A N/A BLANK NIA ON 1 20 NOT LABELED 8 9 WA N/A BLANK N/A ON 1 20 NOT LABELED 10 11 N/A NIA BLANK N/A ON 1 15 NOT LABELED 12 13 N/A N/A BLANK NIA ON 2 100 NOT LABELED 14 15 N/A N/A BLANK N/A ON 2 100 NOT LABELED 18 17 WA N/A BLANK N/A OFF 1 20 NOT LABELED 18 19 WA N/A BLANK N/A OFF BLANK WA N/A 20 21 N/A N/A BLANK N/A OFF BLANK WA WA 22 NOTES: 1. PRIOR TO CONSTRUCTION, SPRINTS GENERAL CONTRACTOR IS TO FIELD VERIFY EXISTING POWER CONDITIONS TO CONFIRM THAT THE EXISTING MAIN AC PANEL WILL FEED TIE NEW NETWORK VISION EOUIPMENT. 2. SPRINTS GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAL SUB PANEL OFF THE PPC CABINET MIGHT 8E REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. Sprint' GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 SE EASTGATE WAY. SUITE 260 BELLEVUE WA 96C074443 TEL (425) 2744444 FAX: (425) 2744449 PANEL SCHEDULE 3 ELECTRICAL NOTES 1 TO EXISTING UTILITY POWER SOURCE 200A EXISTING SERVICE GROUND CIRCUIT SCHEDULE NO FROM TO CONFIGURATION 1 SOURCE METER CENTER EXISTING 2 METER/DSC TRANSFER SWITCH & LOAD CENTER EXISTING 3 TRANSFER SWITCH & LOAD CENTER GENERATOR RECEPTACLE EXISTING 4 TRANSFER & LOAD CENTER SUB -PANEL PROPOSED MMBS CABINET (3) #2 AWG, (1) #8 GND IN 2' CONDUIT 5 TRANSFER & LOAD CENTER SUB -PANEL PROPOSED BBU CABINET (3) #10 AWG, (1) #10 GND IN 1" CONDUIT 20)A u) --d o 0 ^ n 100A o� o 0 � c•-• 16A EXISTING 200A METER/DISCONNECT SWITCH EXISTING 200A GENERATOR RECEPTACLE TRANSFER SWITCH & LOAD CENTER n o-- o o-- 0-0 a o -o o -- v -o o - o --o o EXISTING LOADS (REFER TO PANEL SCHEDULE PROPOSED MMBS CABINET PROPOSED BBU CABINET 7 0 0 NEW MMBS CABINET ti 0000 0 0 SEAL TITE CONNECTION ( = 2" SEAL TITE FLEXIBLE CONDUIT FROM STUB UP TO EQUIPMENT (6'-0' MAX) 2" HEAVY WALL COUPUNG 2" SEAL CITE STRAIGHT CONNECTOR 2" DIAMETER SCH 80 PVC TO STUB UP AT EQUIPMENT LOCATION TYPICAL EQUIPMENT POWER CONDUIT CONNECTIONS 4 2" SEAL TATE 90' CONDUIT CONNECTOR PART # 500007 OR EQUIVALENT NEW EQUIPMENT `2" SEAL TITE FLEXIBLE CONDUIT ELECTRICAL ONE LINE DIAGRAM 2 SEAL TITE CONDUIT CONNECTION 5 A 03.12.13 103% CONSIRUCIION DRAWINGS KSH VD A 03.7433 113% CONSTPLCRON DRAWINGS KSH 50 01.11.13 93%CONS1RUGDGN DRAWINGS KSH VO REV. DATE REVISION CM(O. BY EXPIRES _.%26;5 PROJECT INFORMATKXt NETWORK VISION MMES LAUNCH McQUEEN SE25XC333 JOB NO.: SE25XC333 DRAWN BY: CHECKED 81: DATE SHEET TIRE ONE -LINE DIAGRAM & POWER PANEL SCHEDULE SHEET NIAEER: E-1 REV.: 2 G <� -(()2$ 1 LEFT DIN RAIL SERVICE LIGHT SMOKE DETECTOR GROUNDING BAR 66 BLOCK GROUND BUS BAR PUNCH -OUT CABLE HOLE Spri nt , alrilliki LI I GENERAL DYNAMICS WIRELESS SERVICES L Cl 34U - I 1�- �, RIGHT DIN RAIL ° 60 __ 966 ^A1"� .i ��� 3274-_ I� 11°4lllllllllllllllllll "` , ° ° �,.......k° ° Imma44rlr_� BLOCK , 30U - _ vv;O:o:,v_v.o:0;��� So _ NEW -d `� 28U - ._ SkS000,.0:0::0:0;A --^� SUPPORT PLATE ° LOAD BREAKERS ON LVLD FI -013 ° � `' AP• smart 144sz s=_ TASTDATE wAr, 5740E BELLEVUE WA 9X074486 TEL: (420 2744444 FAX (420 2744449 n k ao L- I l� I, '•i Li; r0 822U 40 — HOLE I, ( - IIIA/ I 1= -, I' jilt ` 1ST GROUP OF DC SPOs 3 :} ns/ �i w 3e"Lvy�•i 0 ( g C Q30 I 18U 14U -�'20U = - -_ , 2ND GROUP OF DC SPDs SUPPORT FOR BSDU RECTIFIERS ( �- 20 ° ��� . 10 _ ! ° I ���, ••••-•••••••• 14U 12U t0U 8U 6U 4U 2U - - -e -_ - _ - - I, I .4 libilimmes 1%.,.—.—...1 �' POWER 3RD GROUP OF DC SPDsPOLY 1/0 MONITOR CORE t_ _ J :��s all u�rre PHASER AND POLYPHASER BRACKET MOUNTING BRACKET GPS CABLE POLYPHASER SURGE PROTECTOR OR WIN CABLE AC POWER CABLE GROUND CABLE DOOR WITH 2X FAN AND FILTER /� �///_/��� ,4,44„ '^'�•1p1C10N CRAVINGS KSH VD +� m+c DRAWINGS KAI w //„"\ `RE p, -,4n 90% CONSYRUCSOR DRAWINGS KSH VO - DATE 4 S~ o���S A¶ �" �E"'s'm4 DIACo OF WAS,/ 4_4'6. Or, �� LY 42110 .G1 SI SOv TONAL ��`c. DRAM 4 444 BY 15 MMBS-BBU ELECTRICAL DETAILS 1 MUDROOM ELECTRICAL DETAIL 2 NEW BBU CABINET NEW MMBS CABINET LOAD CENTER PROPOSED MMBS-BBU MUOROOM (SEE NOTE 2) EXISTING TELCO DEMARC AT PPC (SEE NOTE 3) EXISTING TELCO DEMARC (HOFFMANBOX) (SEE NOTE 1) 0 0 0 5 4 0 3 2 000 1 0 EXPIRES it 2Gi 11110 AWG / 1 SEE ELECTRICAL ONE PROJECT INFORMA11ON NETWORK VISION MAAS LAUNCH McQUEEN SE25XC333 I - - , .1-1 LINE DIAGRAM i #sAWG i DC CABLING WITHIN HYBRID CABLES S SECTOR 1 PRE MANUFACTURED �\\� �\ -\1 (3) BLACK SHIELDED 24 AWG `� CATSe IN EXISTING CONDUIT \w �` (6) BLACK SHIELDED 24 AWG CAT5e IN PROPOSED 2° CONDUIT NOTES: 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. 2. CONTRACTOR SHAD- INSTALL RJ -45 ENDS ON ALL (6) RUNS OF CAT5E INTO MMBS-BBU MUDROOM. 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET. Jae No.: SE25XC333 S SECTOR 2 REFER TO HYBRID CABLE SPECS S SECTOR 3 DRAWN BY: CHECKED BY: DATE: DC POWER ELECTRICAL NOTES: SHEET TOLE: ELECTRICAL DETAILS MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2.75 IN) MMBS PORT LAYOUT MAXIMUM CABLE LENGTH DISTANCE IS 900MM (35.43 IN). PPC WEATHER PROOFING TAPE KIT, COLD SHRINK SHALL NOT CONDUIT # USAGE WEATHER PROOFING SHALL INCORPORATE BE USED. 0 BATTERY ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48VDC POWER DISTRIBUTION PANEL, TO 1 AC/GROUND SHEET NUMBER: C /� E F REV- 2 AND FROM NEW BBU CABINET. 2 RRU SECTOR 1 -48 VDC CABLES BETWEEN NEW MMBS CABINET & RRU'S ARE FACTORY ASSEMBLED AND EQUIPPED 3 RRU SECTOR 2 WITH ONE PRE -TERMINATED END. 4 RRU SECTOR 3 ALL FIELD INSTALLED OC CABLING SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET 5 BATTERY INSULATED. TELCO RISER DETAIL 3 DC POWER DIAGRAM 4 .-, �.n -, a NOTES 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. r- U� yT CLE Q ELEC. 131 . - •� SprintY LL, Nu -4c GENERAL DYNAMICS Lt, WIRELESS SERVICES smartlink 14432 SE EASTGATE WAY. SUITE 260 BE LEVUE WA S40074493 TEL: (425) 274-4444 FAX' (425) 2744449 0112.13 103% CONSTRICTION ORAVINGS KSH VD 0 033043 173% CONSTRGTION ORANN05 KSH VD 01.11.3 Sou C011151AvINP01I ORMWDS KSH VD EQUIPMENT GROUNDING & ROUTING PLAN (INTERIM) 22934• SCALE: 31r a 1.4• 11917• SCALE: 3'1r= 14y 2' r o• r 1 EQUIPMENT GROUNDING & ROUTING PLAN (FINAL) 22934• SCALE: 31r =1•a 1191r SCALE: VIE •l' -O r r o• r 2 REV. O Q 00 0 0 10 11 KEYED NOTES: (E) SPRINT EQUIPMENT AREA (E) SPRINT TELCO CABINET (N) SPRINT 200A ELEC PANEL (8) SPRINT DISCONNECT SWITCH (E) POWER CABINET TO 8E REMOVED (E) SPRINT BATTERY RACK TO 8E REMOVED (E) SPRINT MOOCELL CABINET TO BE REMOVED (E) GABLE LADDER (ABOVE) (N) SPRINT 82 AWG GROUND FROM (N) IAMBS. CONNECTED TO (E) SPRINT MASTER GROUND BAR (N) SPRINT BBU CABINET SPRINT NTINT WG GROUND FROM (N) BBU CABINET. CONNECTED TO 12 (N) SPRINT POWER ROUTE 13 (14) SPRINT TELCO ROUTE 14 (14) SPRINT 02 AWG GROUND FROM (N) SPRINT GPS ANTENNA TO (E) MASTER GROUND BAR 16 (N)GROUND BAR 1B MECHANICAL LUG CONNECTION, TYP. 17 ANTENNA GROUND BUSS BAR NEAR ANTENNA MOUNTS. SEE DETAIL HES FOR GROUND BAR CONSTRUCTION. SEE DETAIL 6 & 71E-5 FOR GROUND WIRE CONNECTIONS. AND SEE DETAIL 6(E-5 FOR HYBRID GROUNDING. 16 (N) 46 AWG GROUND FROM ANTENNA GROUND BUSS BAR TO TIE INTO (E) SHELTER GROUNDING SYSTEM 19 48 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUSS BAR ® 46 AWG GROUND FROM RRU UNITS TO ANTENNA GROUND BUSS BAR ©1 (E)POWER (SPRNT) CABINET CONNECTED TO EXISTING SPRINT MASTER GROUND BAR ® (E) FINAL GROUND LEAD FROM MASTER GROUND BAR TO EXISTING EQUIPMENT GROUND RING • (NI SPRINTMMBS 24 (8) MASTER GROUND BAR (E) SPRINT MOCEU. CABINET CONNECTED TO EXISTING SPRINT MASTER GROUND BAR GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES. FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE LANG MFRS PRACTICES. 3. ALL GROUND OONNECIIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER 7Hk/4ITHWN. ALL GROUND WRE SHALL. BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRFI FCS. LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERA. ELECTRIC: GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING. 7. NOTIFY CONSTRUCTION MANAGER B THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. ALL EXISTING GROUND BARS, WIRES S CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALT. BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REOURED BY. SYMBOL • s DESCRIPTION GROUND BAR MECHANICAL CONNECTION CADWELD CONNECTION FIELD VERIFY& TIE INTO (E) GROUNDING SYSTEM 1 . 1 GROUNDING NOTES 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION (•P','A', 101°. •r) WITH 1• HIGH LE: IERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL. INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. AU. HARDWARE SHALL BE STAINLESS STEEL 318 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL COAT ALL SURFACES 42111414 ANTIOXIDANT COMPOUND BEFORE MATING. 5. NUT 8 WASHER SHALL BE PLACED ON 1148 FRONT 510E OF THE GROUNDING BAR AND BOLTED ON THE BACK 510E. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 8. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER 9. SUPPLIED AND INSTALLED BY CONTRACTOR. 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2)X2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO TIE PROPOSED TOWEL FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER (APPLICABLE TO NEW TOWERS). 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION. AND CONNECTION ORENTARON. THE SUBCONTRACTOR SWILL BE RESPONSIBLE PCR INSTALUNG ADDITIONAL GROUNDING BARS *S REQUIRED, PROVIDING 5014 SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NONMETALLIC, UQUID TIGHT. ANTENNA GROUNDING PLAN (FINAL) 22934' SCALE: 114• • 1'.O 11.817• SCALE: 117 a l'45 IND MN MIR 4' 3' 2' 1' 7 4' 3 GROUNDING KEY NOTES 4 GROUNDING NOTES & GROUNDING LEGEND 5 DATE REVISION DRANK BY EXPIRES 11.."2011,7 PROJECT INFORMATION NEIV1ORK VISION PINES LAUNCH McQUEEN SE25XC333 }f.,.. ..RII1,_ I -1i` JCB NO, SE25XC333 DRAWN BY: CHECKED 01": L l DATE SHEET mu: GROUNDING AND ROUTING PLANS SHEET NURSE& E-3 REV.: 2 IIm r_ ` ii ` \ .,u O1i• " ' TELCO eEIEC. �..� =I II I I III II ©1 � Ih ...r / �IT1 I , 1 I II_1 J 1III IL J R n. r- U� yT CLE Q ELEC. 131 . - •� SprintY LL, Nu -4c GENERAL DYNAMICS Lt, WIRELESS SERVICES smartlink 14432 SE EASTGATE WAY. SUITE 260 BE LEVUE WA S40074493 TEL: (425) 274-4444 FAX' (425) 2744449 0112.13 103% CONSTRICTION ORAVINGS KSH VD 0 033043 173% CONSTRGTION ORANN05 KSH VD 01.11.3 Sou C011151AvINP01I ORMWDS KSH VD EQUIPMENT GROUNDING & ROUTING PLAN (INTERIM) 22934• SCALE: 31r a 1.4• 11917• SCALE: 3'1r= 14y 2' r o• r 1 EQUIPMENT GROUNDING & ROUTING PLAN (FINAL) 22934• SCALE: 31r =1•a 1191r SCALE: VIE •l' -O r r o• r 2 REV. O Q 00 0 0 10 11 KEYED NOTES: (E) SPRINT EQUIPMENT AREA (E) SPRINT TELCO CABINET (N) SPRINT 200A ELEC PANEL (8) SPRINT DISCONNECT SWITCH (E) POWER CABINET TO 8E REMOVED (E) SPRINT BATTERY RACK TO 8E REMOVED (E) SPRINT MOOCELL CABINET TO BE REMOVED (E) GABLE LADDER (ABOVE) (N) SPRINT 82 AWG GROUND FROM (N) IAMBS. CONNECTED TO (E) SPRINT MASTER GROUND BAR (N) SPRINT BBU CABINET SPRINT NTINT WG GROUND FROM (N) BBU CABINET. CONNECTED TO 12 (N) SPRINT POWER ROUTE 13 (14) SPRINT TELCO ROUTE 14 (14) SPRINT 02 AWG GROUND FROM (N) SPRINT GPS ANTENNA TO (E) MASTER GROUND BAR 16 (N)GROUND BAR 1B MECHANICAL LUG CONNECTION, TYP. 17 ANTENNA GROUND BUSS BAR NEAR ANTENNA MOUNTS. SEE DETAIL HES FOR GROUND BAR CONSTRUCTION. SEE DETAIL 6 & 71E-5 FOR GROUND WIRE CONNECTIONS. AND SEE DETAIL 6(E-5 FOR HYBRID GROUNDING. 16 (N) 46 AWG GROUND FROM ANTENNA GROUND BUSS BAR TO TIE INTO (E) SHELTER GROUNDING SYSTEM 19 48 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUSS BAR ® 46 AWG GROUND FROM RRU UNITS TO ANTENNA GROUND BUSS BAR ©1 (E)POWER (SPRNT) CABINET CONNECTED TO EXISTING SPRINT MASTER GROUND BAR ® (E) FINAL GROUND LEAD FROM MASTER GROUND BAR TO EXISTING EQUIPMENT GROUND RING • (NI SPRINTMMBS 24 (8) MASTER GROUND BAR (E) SPRINT MOCEU. CABINET CONNECTED TO EXISTING SPRINT MASTER GROUND BAR GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES. FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE LANG MFRS PRACTICES. 3. ALL GROUND OONNECIIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER 7Hk/4ITHWN. ALL GROUND WRE SHALL. BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRFI FCS. LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERA. ELECTRIC: GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING. 7. NOTIFY CONSTRUCTION MANAGER B THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. ALL EXISTING GROUND BARS, WIRES S CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALT. BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REOURED BY. SYMBOL • s DESCRIPTION GROUND BAR MECHANICAL CONNECTION CADWELD CONNECTION FIELD VERIFY& TIE INTO (E) GROUNDING SYSTEM 1 . 1 GROUNDING NOTES 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION (•P','A', 101°. •r) WITH 1• HIGH LE: IERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL. INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. AU. HARDWARE SHALL BE STAINLESS STEEL 318 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL COAT ALL SURFACES 42111414 ANTIOXIDANT COMPOUND BEFORE MATING. 5. NUT 8 WASHER SHALL BE PLACED ON 1148 FRONT 510E OF THE GROUNDING BAR AND BOLTED ON THE BACK 510E. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 8. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER 9. SUPPLIED AND INSTALLED BY CONTRACTOR. 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2)X2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO TIE PROPOSED TOWEL FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER (APPLICABLE TO NEW TOWERS). 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION. AND CONNECTION ORENTARON. THE SUBCONTRACTOR SWILL BE RESPONSIBLE PCR INSTALUNG ADDITIONAL GROUNDING BARS *S REQUIRED, PROVIDING 5014 SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NONMETALLIC, UQUID TIGHT. ANTENNA GROUNDING PLAN (FINAL) 22934' SCALE: 114• • 1'.O 11.817• SCALE: 117 a l'45 IND MN MIR 4' 3' 2' 1' 7 4' 3 GROUNDING KEY NOTES 4 GROUNDING NOTES & GROUNDING LEGEND 5 DATE REVISION DRANK BY EXPIRES 11.."2011,7 PROJECT INFORMATION NEIV1ORK VISION PINES LAUNCH McQUEEN SE25XC333 }f.,.. ..RII1,_ I -1i` JCB NO, SE25XC333 DRAWN BY: CHECKED 01": L l DATE SHEET mu: GROUNDING AND ROUTING PLANS SHEET NURSE& E-3 REV.: 2 M ANTENNA SECTOR 1 1900 MHz SPRINT ANTENNA '1 at • • 10AWG HYBRID CABLE INTERNAL 1 GRDWRE TO BE TRIMMED TO FIT AND ATTACHED TO GRND. BAR m COAX JUMPER DCI FIBER ANTENNA SECTOR 2 1900 MHz SPRINT ANTENNA • HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRND. BAR 10 AWG WQ Z W COAX JUMPER ANTENNA SECTOR 3 1900 MHz SPRINT ANTENNA 0I 'KI HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO ORND. BAR DC 1 FIBER 10 AWG I-- e K iw f PROPOSED GPS UNIT • COAX 46 AWG WITH WEATHERPROOFING NEW MMBS CABINET 1 #2 AWG _ --- ------_#2AWG----- • - T T fI /..—#B AWG COAX JUMPER EMMBS GND BAR AT BOTTOM OF TOWER HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW BBU CABINET COAX JUMPER LEGEND • • CGB MGB EXOTHERMIC CONNECTION MECHANICAL CONNECTION COLLECTOR GROUND BAR MASTER GROUND BAR GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS. WELDING, METAL. TOOLS. ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24' BENDING RADIUS. 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH TWO (2) COATS OF OALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). 3. ALL ELECTRICAL 8 MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 0.5 HMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOWS: A. ONE (1) COPY TO OWNER REPRESENTATIVE 8. ONE (1) COPY TO ENGINEER C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT ENCLOSURE 8. ALL RADIO EQUIPMENT AND UTILITY CABINET GROUND LEADS TO BE 42 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 7. FOR ADDITIONAL GROUNDING NOTES - SEE SHEET E-1. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL 6E GREEN JACKETED. ALL GROUND WIRES PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. GROUNDING RISER DIAGRAM 1 Sprint GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 5= EASTGATE WAY. SUITE 260 BELLEW E WA 900074493 1a: 1475) 2144444 PAX: (423) 2744449 A 04.10.12 19311 COMST UC1UN ORAWNGS KSH VO A 0340.13 1101 CONSOM.CTI N DMW1g5 KSH VD 01-11.13 40% CONSTRUCTIM ORAWINLIS KSH VD REV. DATE REVLSON DRAWN BY EXPIRES s '2'✓L. PROJECT INFORMATKkt NETNXX0(VSION MISS LAUNCH McQUEEN SE25XC333 r:r! IF, • JOB NO.: SE25XC333 DRAWN 81: CHECXED BY: DATE SHEET 111LE: GROUNDING RISER DIAGRAM SHEET NUMBER E-4 L./3 -O23 REVS 2 a • L NOTES: 1. DO NOT INSTALL CABLE GROUND KR ATA BEND. AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE 6 PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER) RRU TO ANTENNAS CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 TOTAL OF 6 LINES PER SECTOR IF THE SITE HAS BOTH 800 6 1900 �.WEATHERPROOFING 7'i KIT (TYP.) STANDARD GROUND KIT (TYP.) (SEE OEM 65) CONTRACTOR TO VERIFY THAT THE GROUND BAR IS GROUNDED TO TIE TOWER OR RING ANTENNA CABLE TO SHELTER (TYP.) ANTENNA GROUND AWG BAR SIMILAR TO K16.057. MOUNT GROUND BAR NEAR TOP OF MONOPOLE. TOWER OR WAVEGUDE LADDER. 12'10 24' ANTENNA CABLE 'ElM11111MMENWI♦ WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT 66 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 8 2) 211YJ MAX CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUNO BAR 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO•HOLE LUG. 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT. COLD SHRINK SHALL NOT BE USED. EXTERNAL TOOTH z 81nIAMETER S/S NUT S/S LOCK WASHER SIS FLAT WASHER INSPECTION WINDOW RFAUIRED FOR AU. INTERIOR TWO -HOLE CONNECTORS BUTT CONDUCTOR INSULATION UP AGAINST THE CONNECTOR BARREL 1l MIN 7711.1 CLEAR HEAT SHRINK TINNED COPPER GROUNDING EAR SIS FLAT WASHER XIS BOLT (1 OF 2) 'DO NOT DISCONNECT' TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS CLEAR HEAT SHRINK L8 HOUSING FOR ELECTRIC CONDUIT 2' MUD FOR 2' 116)11 2"UDUID Y CONDUIT tHEW ABNEo TIGHT COUPL •CABINETH_ 0118711 CABLES 08438 CONNE LIQUD rrn i� GROUND • I i TIGHT 1 1..z‘„Ni COUPLING nu I I IIr'I 1 - NIL milll� \ 2' LOUD TIGHT Y RGS - '\COUPUNG 088711 NC CONDUIT Y RGS DC CONDUIT TO NEW IAMBS CABINET EXISTING GROUND RING MGB 02 TINNED BCW RING EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY. MAY VARY. 2' PORT WI ADAPTOR 2' RGS NC CONDUIT Y LIQUID TIGHT 08435 S2 GREEN TYP COAX GROUNDING 1 CABLE GROUNDING 2 TWO HOLE LUG 3 CABINET GROUNDING SCHEMATIC 4 TYPE SS TYPE HS TYPE TA TYPE HA TYPE 07 TYPE VS TYPE GR TYPE GL WG TYPE PG RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, TNHWTHWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER 0 c OO 0© 0 0 0 0 112 TINNED GROUND FROM ANTENNNRRU MOUNTING PIPE j HYBRID CABLE GROUND LEAD o 0 0 0 oQ O 0 0 0 QO O O O 0 O 0 0 0 0 0 TWO.HOL.E LUG, BOLTED TO GROUND BAR USING 3/V-16 x 1 1/4'STNNLESS STEEL HEX HEAD BOLTS ANO HARDWARE. s�EXISTING 4'1112'0114' TINNED GROUND SAR 6 CONNECTIONS. NOTE: 'PROVIDE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAN 'CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. TYPICAL EXOTHERMIC WELD CONNECTIONS STRANDED CU VNWIRE WITH GREEN. 630V.NR THHNWN INSULATION. r \\ T SIZE AS SPECIFIED GROUND BARON WALL, - FLOOR OR ON ANTENNA TOWER 0 O O © O 000 O e O 0 0 5 GROUND BAR CONNECTIONS 6 GROUND LEADS TO EACH SECTOR GROUND BAR CNCABLE GROUND LEADS O 0 0 0 0 0 0 0 0 0 0 0 00.0 O QO O 0 0 0 0 0 0 0 0 0 0 0 0 0 OQ``O���OQ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTE: 'PROVIDE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR • GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION TW WHOLE LUG, BOLTED TO GROUND BAR USING 318-16 x 1 1/4 -STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. EXOTHERMIC WELD WITH 02 AWG SOUR TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V. THHWIHWN INSULATION TO ANTENNA STRUCTURE. BUILDING. RING GROUND OR MOB 0 EXISTING GROUND BAR 6 CONNECTIONS MASTER GROUND BAR CONNECTIONS 7 NOT USED 8 Sprint) GENERAL DYNAMICS WIRELESS SERVICES smartlink 14432 SE EASTGATE WAY. SUITE260 BELLEVUE WA 998074493 TEL: (425) 2744444 FAX: (426) 2744449 aazu TOSS GONSTRIJCION DRAWINGS KS11 vD A' m¢o•13 HOS CONSTRx:110N DRAWINGS KSH VO A' \ 01-11-U 9014 CONSTRUCTION DRAWINGS KSH vD REV. DATE REVISION DRAWN BY C1(0. BY EXPIRES PROJECT lNFORMATOIE NETWORK VISION IAMBS LAUNCH McQUEEN, SE25XC333 X11 ,n.i' 1 KIli .1 t V' -o! ,` JOB NO.: SE25XC333 DRAWN BY: CHECKED BY: DATE: SHEET TITLE: GROUNDING DETAILS SKEET NUMBER E-5 L13-02-3 REV.: 2 Sprint RECEIVED MAY 3. 2013 TUKWILA PUBLIC WORKS RECEIVED McQUEEN MAY 282013 SE25XC333 C,C):,JA0I41 i r OEVLLOI'MLNT CURRENT VIEW #1 LOOKING NORTH A Cida] ('orpnrale PROPOSED I!M BRADLEY IMAGING 0> L/3 -023 Spri nt) McQUEEN SE25XC333 CURRENT VIEW #2 LOOKING WEST PROPOSED NM BRADLEY IMAGING GI L -1).23 Sprint McQUEEN SE25XC333 CURRENT VIEW #3 LOOKING NORTHEAST ON S. BOEING ACCESS RD. PROPOSED L13-02-3 IIM BRADLEY IMAGING 0> Sprint McQUEEN SE25XC333 •S'}�..'�-� Vi!*.�YS f."[.iOL. r. Aif+f�� .. a_:T �.. Y-• CURRENT VIEW #4 LOOKING EAST ON 1-5 OFF RAMP • PROPOSED Lfl3 IM BRADLEY IMAGING V