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HomeMy WebLinkAboutPermit PL15-0033 - REGAN O'KANE - SPRINT CLEARWIRE EVOLUTION / TYPE 1 WIRELESS FACILITYWIRELESS FACILITY TYPE 1 Parent Project: PL15-0033 APPROVED This File: L15-0040 \ City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 21, 2015 NOTICE OF DECISION TO: Regan O'Kane SAC Wireless 540 W Madison Avenue, 16th Floor Chicago, IL 60661 This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L15-0040, PL15-0033 Applicant: Regan O'Kane, SAC Wireless (obo Sprint/Clearwire) Type of Permit Applied for: Type 1 Wireless Telecommunications Facilities Permit Project Description: Approval of a Type I Wireless Telecommunication Facilities Permit to upgrade existing antennas, RRU radios, cabinets and associated cabling on an existing non -concealed building mounted wireless facility. No ground disturbance or expansion of the existing cabinet platform is proposed. Location: Tax Lot NO: 0003800003. This tower is located at 12200 51st PI. S., Tukwila, WA 98178. Associated Files: N/A Comprehensive Plan Designation/Zoning District: Tukwila Urban Center/ Tukwila Urban Center — Pond (TUC-P) 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. Page 1 of 3 08/21/2015 \\tukdata2k12\DCD Common$\Users\Laura\Wireless Facilities\L15-0040\L15-0040 Sprint Clearwire NOD.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Decision on Substantive Permit: The City Community Development Department has determined that the application for a Type 1 Wireless Communications Facility does comply with applicable City and state code requirements and has approved that application without conditions. 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. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must he filed with the Department of Community Development within 14 days of the issuance of this decision. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 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 $591 plus retainer. Page 2 of 3 08/21/2015 V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be allowed to present oral argument based on the information presented to the Community Development Director before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. 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 Max Baker, who may be contacted at 206-431-3662 or via email at max.baker@tukwilawa.gov 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. Department of Community Development City of Tukwila Page 3 of 3 08/21/2015 et* of J uliut[ea Department Of Community Development AFFIDAVIT OF DISTRIBUTION 1, Laura Benjamin, HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Determination of Significance & Scoping Notice Notice of Application for Shoreline Mgmt Permit Board of Appeals Agenda Packet Official Notice Mitigated Determination of Non - Significance Short Subdivision Agenda Shoreline Mgmt Permit Board of Adjustment Agenda Packet Notice of Action Other: Application Expiration Notice Was mailed to each of the addresses listed/attached on this 21st day of August, 2015 Project Name: Sprint Clearwire Evolution Project Number: L15-0040 Associated File Number (s): PL14-0033 - Mailer's signature Mailing requested by: (..7)(1,a Benjamin W:IUSERS‘LAURAUFFIDAVIT OF DISTRIBUTION.DOC Regan O'Kane, SAC Wireless (applicant) Regan.okane@sacw.com W:\USERS\LAURA\AFFIDAVIT OF DISTRIBUTION.DOC 0400 City of Tukwila Department of Community Development File Number L15-0040, PL15-0033 LAND USE PERMIT ROUTING FORM TO: 0 Building Planning Public Works Fire Dept. Police Dept. Parks/Rec Project: Sprint Clearwire Evolution Address: 16500 Southcenter Parkway Date transmitted: 07/29/15 Response requested by: 08/12/15 Staff coordinator: Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) me7/20°1-7- Plan check date: q)iComments Update date: ��1� prepared by: 0400 City of Tukwila Department of Community Development EIECEEWF 'JUL 28 2015 Tlli�vviv� PUBLIC WORKS File Number L15-0040, PL15-0033 LAND USE PERMIT ROUTING FORM TO: 0Building Planning 111 Public Works I❑I Fire Dept. Police Dept. Parks/Rec Project: Sprint Clearwire Evolution Address: 16500 Southcenter Parkway Date transmitted: 07/29/15 Response requested by: 08/12/15 Staff coordinator: Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted devellopment regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) (Plig (AC-- LiJo►2i' hA N 0 -/virvi i ,< Plan check date: Comments Update date: /29 A < prepared by: „&. 0400 City of Tukwila Department of Community Development File Number L15-0040, PL15-0033 LAND USE PERMIT ROUTING FORM TO: SI Building 101 Planning Public Works Fire Dept. Police Dept. U Parks/Rec Project: Sprint Clearwire Evolution Address: 16500 Southcenter Parkway Date transmitted: 07/29/15 Response requested by: 08/12/15 Staff coordinator: Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) l.-r• r row Plan check date: �prepared Comments Update date: 7 3 _15 by l \ City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION July 28, 2015 Regan O'Kane 540 W Madison Avenue, 16th Floor Chicago, IL 60661 Subject: Sprint Clearwire Evolution, 16500 Southcenter Parkway, Tukwila, WA 98188 L15-0040, PL15-0033 Dear Ms. O'Kane Your Wireless Telecommunication Facilities application for a Type 1 permit to make modifications to an existing wireless facility is considered complete on July 28, 2015 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 433-7166 or Laura.Benjamin@TukwilaWA.gov. Sincerely Laur Benjamin Assistant Planner awl of Jul Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Laura Benjamin, HEREBY DECLARE THAT: Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action X Other: Notice of Complete Application Was mailed to each of the addresses listed/attached on this 28th day of July, 2015 Project Name: Sprint Clearwire Evolution Project Number: L15-0040 Associated File Number (s): PL15-0033 Mailing requested by: L a Benjamin Mailer's signature: W:\USERS\LAURA\AFFIDAVIT OF DISTRIBUTION.DOC Regan O'Kane (Applicant) Regan.okane@sacw.com W:\USERS\LAURA\AFFIDAVIT OF DISTRIBUTION.DOC TUB - (CommQeci All) Statement of Justification for Sprint Site WA-SEA119 Jurisdiction — City of Tukwila, WA 16500 Southcenter Parkway Tukwila, WA 98199 Description of Proposed Use Sprint currently has a facility at 16500 Southcenter Parkway that is on -site and operational, utilizing four (4) antennas mounted \hex in three (3) sectors with a RAD center of 87' 7" with three (3) existing microwave backhaul antennas with a RAD center of FILL v IN THE BLANK on an existing 73 foot tall building with a penthouse height of 90 feet. The existing Sprint cabinet is on a platform located on the rooftop. Sprint proposes the following modifications to the existing site: 1) The removal and replacement of (4) four existing panel antennas for (3) three new panel antennas 2) The removal and replacement of (4) RRH radios mounted behind the existing antennas for (3) three new RRU radios to be mounted below the new antennas 3) Installing (4) four new equipment cabinets on existing steel platform: (1) Samsung battery cabinet, (1) MMBS equipment cabinet, (1) Purcell ancillary cabinet, and (1) PPC cabinet ANTENNAS: Three sectors currently consist of two (2) panel antennas in sector 1 and (1) panel antenna each in sectors 2 and 3, a total of four (4) existing panel antennas. Additionally, Sprint has three (3) existing microwave backhaul dish antennas. See page A-7, "Antenna Layouts," of the drawings submitted with this application for reference. Sprint proposes to replace each existing panel antenna (total of four) and the associated radios mounted behind each antenna (total of four) with (3) three new 61" panel antennas and (3) associated radio mounted below as shown on the "Cable Details" on page A-8, Detail 3 of the attached drawings at the existing RAD center of 87 feet. The dimensions of the new antennas (model number KMW-ET-Z-WM-18-65-8P) are 61" T x 12" W x 4.3" deep. See page A-9, Detail 3 of the attached drawings for specifications. CABINETS: Sprint has one (1) existing cabinet on an existing 8' 4" x 14' steel platform located against the western edge of the roof top. Sprint proposes to remove the one existing cabinet and replace it with four (4) new cabinets: (1) Samsung battery cabinet, (1) MMBS equipment cabinet, (1) Purcell ancillary cabinet, and (1) PPC cabinet. The dimensions and model information can be found on page A-10 of the attached plans. Additionally, Sprint proposes to install one (1) new work light and one (1) new GPS antenna unit to the steel platform. The new layout of the new equipment will be installed per plans, according to page A-4. Requirements for Proposed Use The site was selected because of the following: • Existing facility provides sufficient space for antennas and equipment to provide better coverage to users within the area • Upgraded facility will be the least disruptive to the community, in accordance with the zoning ordinance. Anticipated Impacts As this is an unmanned facility, the site will not generate excessive traffic; will not cause any noise, air, light or water pollution. No noise, lights, dust or vibrations will be generated. No ground work will be conducted, so additional landscaping is not necessary. There will be no environmental concerns as the radio frequency emissions will be within applicable Federal Communications Commission (FCC) guidelines. The visual impact to the adjoining properties will not be significantly altered by the replacement of the antennas or the additional equipment cabinets. None of the proposed installations will increase the current height of the structure. 1 Responses to TMC 18.58.110 Non -concealed Building Mounted Development Requirements 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. �-IVo increases in height are proposed. GPS antenna addition is in compliance with the above requirement. 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). Per plans, the antennas and radios are to be painted to match the penthouse walls. Antenna mounts will not change and are still flush mounted to the penthouse wall. 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). ...All cables will follow existing routes along the roof top, below the parapet. 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. Proposed equipment will be at or below parapet wall on the existing steel platform. Alternative Sites Considered As Sprint is making use of an existing facility on a structure, it was not necessary to eliminate other existing structures. Proposed Facility Plan See enclosed attached drawings. Other Information If you have any further questions or comments concerning this application, please feel free to contact me at 815-814-4657, or via email at: regan.okane@sacw.com. I thank you in advance for your kind courtesies and attention with respect to this application. 2 / 1 WIRELESS July 15, 2015 JUL 20 2015 Cit of Tukwila Community Y Development Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Sprint Telecom Site Modifications — WA-SEA119E14.1/SE82XC032 —16500 Southcenter Parkway To Whom It May Concern: SAC Wireless, on behalf of Sprint, is requesting necessary approvals to modify/install telecom equipment in previously Zoning-Approved/Permitted Sites in your jurisdiction. The proposed work includes replacing existing antennas, radios, and cabinet equipment for new, upgraded makes and models. The building at 16500 Southcenter Parkway is the site Sprint has determined requires upgrades to increase its network. The upgrades will be beneficial to Sprint customers in the Tukwila area by offering faster data transfer speeds, fewer dropped calls, and higher capacity. Enclosed please find the following for the site: • (1) Application Checklist • (4) Type 1 Review Applications • (1) Letter of Proposed Work and Compliance • (1) Notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property • (4) Sets of Construction Drawings • (1) Check for $591.00 for application fee We greatly appreciate your help with this proposed Sprint upgrade. Please forward receipts or application notices to myself using my contact information below. Please let me know if you have any questions or concerns. Best Regards, Regan O'Kane O'Kane Zoning & Permitting Specialist I C: 815-814-4657 SAC Wireless 1540 West Madison Street 16th Floor, Chicago, IL 60661 Regan.okane@sacw.com site development, architecture & engineering, construction 540 West Madison Street 16th Floor, Chicago, IL 60661 T 847.944.1600 swnJ sJcw com 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. / 1. Application Checklist (1 copy) indicating items submitted with application. 7 2. Completed Application Form and drawings (5 copies). ‘/ 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 1/2" x 11". Plans shall be no greater than 24" x 36". 4. Application Fee: See Land Use Fee Schedule. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microcell and is to be attached to an existing structure that is not a residence or school and does not contain a residence or a school; 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. 7. A letter from the applicant describing the proposed project and describing compliance with the City's Code requirements. 8. Sensitive Area studies and proposed mitigation (if required). 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Chanter 8.22, "Noise". If the application requires a Type 2 review these additional items are needed: 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; 11. Materials board for the screening material; 12. Landscaping plan; 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; 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. \\deptstorelCity Common\Teri'Revisions In Progress\Wircicss Communication Facility-ian201l.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning If the application requires a Type 3 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 notice board fee (see Land Use Fee schedule) 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. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 24. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. WIcptstoreCity Common\Tcri\Re\isions In Progress\Wucless Communication Facility-Jan2011.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 16500 Southcenter Parkway Tukwila, WA 98188 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 Toss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Tukwila JUL 20 2015 Communty Development (city), WA (state), on July 1st ,20 15 Jim Davis (Print Name) 16500 Southcenter Parkway Tukwila, WA 98188 (Address) 206-777-3388 direct 206-293-5531 mobile (Phone Number) I i (Signature) On this day personally appeared before me \Icy \) ��S1N.� to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TOO laCWILME ON THIS \ S.-C.' DAY OF - , 20 466, rf GOC Re iptigehariutil Si .. g() , .OTARY PUB 1C in and fort a State of Washington oe� ?siding at \S©\z. ZSt\•Ai''%., 1 S�F , gMy Commission expires on Q \" ' - \\depue\C tority Common\Teri\Rcvisions Of tii liication Facility-Jan20l I.docx hff111ttt\\���x`x��r 1:(0 CITY OF TUKWILA ,s\,�o.ELESS TELE- Department of Community Development rs 6300 Southcenter Boulevard, Tukwila, WA 98188 ;COMMUNICATION Telephone: (206) 431-3670 FACILITIES APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-WIRE Planner: Application Complete Date: Application Incomplete Date: File Number: L / 6 -- j66 r) Project File Number: �/ Other File Numbers: C�3 NAME OF PROJECT/DEVELOPMENT: Sprint Clearwire Evolution Swapping out ,,u.(4Jndnnnsocak0lm,enE(llWwim ufltnbncipllh(7Jmennu(3)Wog,(IJnuxlyicdlingr4)4)Wurym mcc.Mneµmim ing BRIEF DESCRIPTION OF PROJECT: CIRCLE TYPE - I TYPE 1 TYPE 2 TYPE 3 (PUBLIC HEARING NOTICE RQD) LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 16500 Southcenter Pkwy Tukwila, WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 6437300020 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: Regan O'Kane Address: 540 W Madison Avenue, 16th Floor, Chicago, IL 60661 Phone: (312) 971-7830 E-mail: regan.okane@sacw.com Signature: FAX: (312) 971-7830 Date: 07/01/2015 \\deptstore')Cily Common\Terfaevisions In Progress\Wireless Communication Facility-Jan2011.docx Spri nth PROJECT INFORMATION COUNTY: SITE NAME: SITE NUMBER: AUGMENT ID: PARCEL SITE ADDRESS: LATTTUOE: LONGITUDE: GROUND ELEVATION: PROPERTY OWNER: LEGAL DESCRIPTION: APPUCANT: KING TUKWILA DOUBLETREE SE82XCO32 WA—SEA119E14.1 6437300020 16500 SOUTHCENTER PKWY TUKWILA. WA 98188 47- 27' 15.000* N (HAD '83) 122' 15' 38.730* W (HAD '83) *35' AMSL (NAVD '88) CHA SOUTH CENTER LLC 551777 16500 SOUTH CENTER PARKWAY SEATTLE. WA 98188 NEW PARCEL B OF BINDING SITE PLAN FOR OUTBACK STEAK HOUSE. ACCORDING TO THE PLAN THEROF RECORDED IN VOLUME 184 OF PLANS, PAGE 36, RECORDED UNDER RECORDING NUMBERS 9802041490 AND 9802041491, IN KING COUNTY, WASHINGTON SAC WIRELESS ON BEHALF OF SPRINT PROJECT CONSULTANTS PROJECT MANAGEMENT: SITE ACQUISITION & ZONING: SURVEYOR: ARCHITECT: STRUCTURAL ENGINEER: ELECTRICAL ENGINEER: RAUL GARCIA RGarciaOmorrison hershfield.com 160-0 WILLOWDALE DRNE, SUITE 203 FREDERICK. MD 21702 PHONE: (973) 698-1922 SAC WIRELESS 540 W. MADISON STREET, SUITE 1600 CHICAGO, IL 60661 TEL• (312) 809-8013 DUNCANSON COMPANY, INC. KEVIN J. WALKER, P.LS. 145 SW 155th STREET, Suite 102 BURIEN, WA 98166 TEL• (206) 244-4141 kevinOduncansonco.com ROBERT LARA. AIA rlaraOmorrisonhershfield.com PHONE: (954) 577-4655 WA UCENSE#: 8259 YAN WAN. P.E ywanOmorrisonhershfield.com PHONE: (954) 577-4655 WA LICENSE#: 44138 JASON CEGUA. P.E jcegliaOmorrisonhershfield.com PHONE: (954) 577-4655 WA LICENSE#: 52513 washington7 ir 1.40. P CALL 811 WWW.CALL811.COM CONTRACTOR TO CALL TO VERIFY UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO DIGGING SITE NAME: TUKWILA DOUBLETREE SITE NUMBER: SE82XC032 AUGMENT ID: WA-SEA119E14.1 ADDRESS: 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 JURISDICTION: TUKWILA SITE TYPE: BUILDING PROJECT TYPE: SPRINT CLEARWIRE EVOLUTION VICINITY MAP LOCATION MAP y ` :... SITE SIT �u ylw A .404 NOT TO SCALE @{ � e- -say • MJ, a .11k • a � NOWT SCALE 1I O SCOPE OF WORK VOTING SPRINT EQUIPMENT TO BE MODIFIED AS FOLLOWS: • (1) SPRINT EQUIPMENT CABINET TO BE REMOVED • (4) SPRINT PANEL ANTENNAS, INNERDUCT AND CABLES TO BE REMOVED • (4) SPRINT RRUs TO BE REMOVED • (1) EQUIPMENT STEEL PLATFORM TO BE REUSED 8FW SPRINT SITE' INI;I ITS• • (3) 2500 MHz PANEL ANTENNAS TO BE INSTALLED. • (3) 2500 MHz RRUs • (1) 2500 FILTER. SECTOR 3 • (1) MMBS EQUIPMENT CABINET AND (1) BBU CABINET • (1) ANCILLARY CABINET • (1) PPC W/ATS CABINET • (1) AUX HYBRID CABLE FOR 2500 MHz • (1) GPS ANTENNA • (6) MW CABLES THE FOLLOWING SHAH RF SPRINT SUPPI IF0. • MMBS AND BATTERY CABINETS, BATTERIES • HYBRID POWER/FIBER CABLES AND JUMPERS, SQUID/JUNCTION, SPARE FIBER STORAGE, ETC. BETWEEN MMBS AND RRUs. FILTERS, COMBINERS AND SIMILAR EQUIPMENT • PPC CABINET • ANTENNAS • ANCILLARY MICROWAVE CABINET • GROUND BARS • SURGE ARRESTORS DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS Et COSTINO DIMENSIONS ! CONDITIONS ON THE JOB SITE & SHALL YEDIM Y NOTFY THE ARCHITECT OR ENGINEER M WRITING OF NIY OISCREPANCES MORE PROCEEDING WITH THE WORN OR HE RESPONSMLE FOR SATE DIRECTIONS DIRECTIONS TO SITE: TAKE 520 EAST THEN GET ONTO 1-405 SOUTH. TAKE SOUTHCENTER BLVD EXIT, THEN FOLLOW THE RAMP BACK AROUND THEN TAKE A RIGHT ONTO SOUTHCENTER BLVD. FOLLOW SOUTHCENTER BLVD SOUTH. JUST PAST STRANDER BLVD YOU WILL SEE THE DOUBLETREE HOTEL BEHIND THE OUTBACK STEAKHOUSE OUR SITE IS ON THE ROOF. SPECIAL NOTES , 1. ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH CURRENT SPRINT CONSTRUCTION INSTALLATION GUIDE 2. EXISTING CONDITIONS WILL BE CHANGED & VERIFIED IN FIELD. IF SIGNIFICANT DEVIATIONS OR DETERIORATION ARE ENCOUNTERED AT THE TIME OF CONSTRUCTION, A REPAIR PERMIT WILL BE OBTAINED & CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY. 3. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL iMMEDWTELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 4. THESE DRAWINGS ARE FULL SIZE & SCALEABLE ON 22'X34' SHEET SIZE & ARE NOT REDUCED IN SIZE. 5. STATEMENT THAT COMPLIANCE WITH THE ENERGY CODE IS NOT REQUIRED. —SCOPE OF WORK DOES NOT INVOLVE MODIFICATIONS TO EXTERIOR ENVELOPE OF BUILDING. HVAC bra 1EMS OR ELECTRICAL UGHTING. INDEX OF DRAWINGS SHEET DESCRIPTION T-1 TITLE SHEET SP-1 SPRINT SPECIFICATIONS SP-2 SPRINT SPECIFICATIONS A-1 SITE PLAN A-2 ROOF REMOVAL PUN A-3 NEW ROOF PLAN A-4 EQUIPMENT LAYOUT A-5 EXISTING ELEVATION A-6 FINAL ELEVATION A-7 ANTENNA LAYOUTS A-8 CABLE DETAILS A-9 ANTENNA AND RRU DETAILS A-10 EQUIPMENT CABINETS AND H—FRAME DETAILS S-1 STRUCTURAL NOTES S-2 PLATFORM LAYOUT AND DETAILS E-1 ELECTRICAL ROOF PLAN E-2 ELECTRICAL EQUIPMENT PLAN E-3 ELECTRICAL SINGLE—UNE AND PANEL SCHEDULES E-4 ELECTRICAL DETAILS E-5 GROUNDING PLAN E-6 GROUNDING DETAILS Lica-coo REV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tl CODE COMPLIANCE WASHINGTON STATE BUILDING PERFORMANCE STANDARDS WITH FOLLOWING CODE REFERENCES: • 2012 INTERNATIONAL BUILDING CODE • 2012 INTERNATIONAL MECHANICAL CODE • 2012 INTERNATIONAL FIRE CODE • 2014 NATIONAL. ELECTRIC CODE (NFPA-70) CURRENT CITY & LOCAL ORDiNANCES THE APPROVALS DISCIPLINE: SIGNATURE DATE LANDLORD: Sprint • RIME OOCI.4l O' ME CON ILOMPL NO PE THE BOLE PROPERTY Or OMIT MO MC' MOT M: REPRODUCED, OROOMMIED OR BkffiTMILITm MDOUf THE COMM MIMI =OBIT OF BPWIf. 540 W. MADISON ST. 18TH FLOOR CHICAGO, IL 00881 WIRELESS 312.895.49R A NOKIA'. COMPANY MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1389 www.monisonhershfield.com MH PROJECT NUMBER: 7140050.01 DESCRIPTION 90Ht REMO 100X PERMIT DATE 6Y 06/06/15 RY 06/24/15 RII NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ±P REV. A 0 TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME TITLE SHEET SHEET NUMBER T-1 V:\PROJECT\714 SERIES\7140050 — SAC WIRFIFCS — SPRINT\7 — TOWER SITES \ EVOLUTION \WA—SEA119 SE82)(C032 TUKWILA DOUBLETREE \DRAWINGS \7140050.01_WA—SEA119E14.1_CONSTRUCTION DRAWINGS_FINAL REV 0_06.23.15.DWG — 9443246 — jgardiner THESE OUTUNE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS. INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. SECTION 01 100 — SCOPE OF WORT( THE WORK; SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, AND PORTIONS THEREOF. PRECEDENCE - SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE CONSTRUCTION DRAWINGS , INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE. SITE FAMIUARITY: CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS. FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. ON —SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DRAWINGS. SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. C. MARK THE FIELD SET OF DRAWINGS IN RED. DOCUMENTING ANY CHANGES FROM THE CONSTRUCTION DOCUMENTS. METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION• CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0568 B. CABLE LABEUNG EN-2012-00 C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS SECTION 01 200 — COMPANY FURNISHED MATERIAL AND EOUIPMENT COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. SECTION 01 300 — CELL SITE CONSTRUCTION( NOTICE TO PROCEED: NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF WORK ORDER. SITE CLEANLINESS - CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. SECTION 01 400 — SUBMITTALS & TESTS ALTERNATES: AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. TESTS AND INSPECTIONS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS AND PROJECT DOCUMENTATION. B. CONTRACTOR SHALL ACCOMPUSH TESTING INCLUDING BUT NOT UMITED TO THE FOLLOWING: 1. COAX SWEEPS AND FIBER TESTS PER LATEST VERSION OF TS-0200 ANTENNA UNE ACCEPTANCE STANDARDS. 2. AGL, AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA USING A COMMERCIAL MADE —FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF TESTING. 4. ALL TESTING REQUIRED BY APPUCABLE INSTALLATION MOPS. C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT UMITED TO THE FOLLOWING: 1. AZIMUTH, DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS ANTENNALIGN ALIGNMENT TOOL (AAT) 2. SWEEP AND FIBER TESTS 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIAUZED EQUIPMENT 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION PDF SCAN OF REDLINES PRODUCED IN FIELD B. A PDF SCAN OF REDLINE MARK—UPS SUITABLE FOR USE IN ELECTRONIC AS —BUILT DRAWING PRODUCTION 7. UEN WAVERS FINAL PAYMENT APPUCATION REQUIRED FINAL CONSTRUCTION PHOTOS 5. a. 9. 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS DOCUMENT REPOSITORY OF RECORD) 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKUSTS: SPRINT WILL PROVIDE SEPARATE GUIDANCE SECTION 11 700 — ANTENNA ASSEMBLY. REMOTE RADIO UNITS AND CABLE INSTALLATION( SUMMARY - THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRU'S AND CABLE EQUIPMENT, INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. ANTENNAS AND RRU'S: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE CONSTRUCTION DRAWINGS. FIBER CABLE; FIBER CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS. JUMPERS AND CONNECTORS; FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS. JUMPERS SHALL BE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. SUPER —FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE, MIN LENGTH FOR JUMPER SHALL BE 10'-0". REMOTE ELECTRICAL TILT (RET) CABLES: J/E TO INSERT SPECIFICATION( MISCELLANEOUS; INSTALL SPUTTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. ANTENNA INSTALLATION: THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. A, THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1 DEGREE. 8. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE DRAWINGS. FIBER CABLE INSTALLATION: A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S SPECIFICATIONS FOR BENDING RADIUS. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDUNG AND INSTALLATION. 1. FASTENING MAIN FIBER CABLES: ALL CABLES SHALL BE INSTALLED INSIDE MONOPOLE WITH CABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER. 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: a. FIBER: SUPPORT FIBER BUNDLES USING 1/2" VELCRO STRAPS OF THE REQUIRED LENGTH 0 18" OC. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL. 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. 4. CABLE INSTALLATION: a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURERS RECOMMENDED MAXIMUM BEND RADIUS. NOTE: GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE AU. ROOF PENETRATIONS WITH BUILDING'S ROOFING COMPANY 4.16 asOdsqa Sprint' TESE 00CUMENIS ME COMMON. NO 8 M Gold FROMM W OPISR 810 WO. NW SITHOUT oalmR fl 03143EMT OF. ��J WIRELESS A NOKIA' COMPANY 540 W. MADISON ST. 10TH FLOOR CHICAGO. IL 80801 312.895.4977 ASE m• MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.monisonhershfie d.com NH PROJECT NUMBER: 7140050.01 i DATE 8Y REV. 06/05/15 NM A 08/24/10 RI 0 d .. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME SPRINT SPECIFICATIONS SHEET NUMBER SP-1 kP CONTINUE FROM SP-1 5. GROUNDING OF TRANSMISSION UNES: ALL TRANSMISSION UNES SHALL BE GROUNDED AS INDICATED ON DRAWINGS. 6. FIBER CABLE COLOR CODING: AU. COLOR CODING SHALL BE AS REQUIRED PER LATEST VERSION OF TS 0200. 7. FIBER CABLE LABEUNG: INDIVIDUAL FIBER AND DC BUNDLES SHALL BE LABELED ALPHA -NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1 WEATHERPROOFING EXTERIOR CONNECTORS AND FIBER CABLE GROUND KITS: A ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. 1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE WRAP OF 2" ELECTRICAL TAPE EXTENDING 2" BEYOND TUBING. PROVIDE 3M COLD SHRINK CXS SERIES OR EQUAL. 2. SELF -AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF SELF -AMALGAMATING TAPE 2" BEYOND CONNECTOR. APPLY A SECOND WRAP OF SELF -AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2" WIDE ELECTRICAL TAPE EXTENDING 2" BEYOND THE SELF -AMALGAMATING TAPE. 3. 3M SUM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE. SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS (MMBTS) AND RELATED EQUIPMENT SUMMARY: A. THIS SECTION SPECIFIES MMBTS CABINETS. POWER CABINETS, AND INTERNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS. BASE BAND UNITS. SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI) CONTRACTOR, SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS 8. DC CIRCUIT BREAKER LABELING A. NEW DC CIRCUIT IS REQUIRED IN MMBTS CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRU BEING SERVICED SECTION 26 100 - BASIC ELECTRICAL REQUIREMENTS SUMMARY: THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. QUALITY ASSURANCE: A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND USTINGS ARE AVAILABLE IN THE INDUSTRY. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT. C. MANUFACTURERS OF EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS. SUPPORTING DEVICES: A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND USTINGS ARE AVAILABLE IN THE INDUSTRY. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT. MANUFACTURERS OF EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS. SUPPORTING DEVICES: A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING. 1. AWED TUBE AND CONDUIT 2. B-UNE SYSTEM 3. SUNISTRUT DIVERSIFIED PRODUCTS 4. THOMAS & BETTS B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS: 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. 2. POWER -DRIVEN THREADED STUDS: HEAT -TREATED STEEL, DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOUD MASONRY. 6. MACHINE SCREWS, WELDED THREADED STUDS. OR SPRING -TENSION CLAMPS ON STEEL 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL STRUCTURES. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. 3. SUPPORTING DEVICES: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH NEC. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: D. ENSURE THAT THE LOAD APPUED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE PROOF TEST LOAD. E. USE VIBRATION AND SHOCK -RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS. ELECTRICAL IDENTIFICATION: A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION UGHTING EQUIPMENT SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PLANELOAD. SECTION 26 200 - ELECTRICAL MATERIALS AND EOUIPMENT CONDUIT; A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1. FEDERAL SPECIFICATION WW-C-581 AND SHALL BE USTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBUC OR WHEATLAND. B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE FOR DIRECT BURIAL AS APPUCABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWEEP RADIUS ELBOWS. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS AND CEILING. EMT SHALL BE MILD STEEL ELECTRICALLY WELDED, ELECTRO-GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND, OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. C. D. E LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT. FITTINGS SHALL BE METAWC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH ON FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL- F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). HUBS AND BOXES: A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. HUB SHALL INCLUDE LOCKNUT AND NEOPRENE 0-RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. B. CABLE TERMINATION FITTINGS FOR CONDUIT 1. CABLE TERMINATIONS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0-Z/GEDNEY OR EQUAL BY ROX TEC. 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR THE PURPOSE PRODUCTS BY ROXTEC. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAB SERIES OR EQUAL. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL. E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D", CROUSE-HINDS, COOPER, ADALET, APPLETON, 0-Z GEDNEY, RACO, OR APPROVED EQUAL. SUPPLEMENTAL GROUNDING SYSTEM A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON THE DRAWINGS. SUPPORT SYSTEM WITH NON-MAGENTIC STAINLESS STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS EXCEPTED AS OTHERWISE NOTED. B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. C. STOLEN GROUND -BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. EXISTING STRUCTURE: A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED OR DE -ENERGIZED AND CAPPED IN THE WALL. CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL CEILING. OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. CONDUIT AND CONDUCTOR INSTALLATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANUKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEIUNG UNES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. C. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL ROOF PENETRATIONS WITH BUILDING'S ROOFING COMPANY_ 1.41‘ %CiDe/0(- Sprint TIESE 000.1MEIITI ,1E COFmnrL no ME TIE SOL PROMO,' W MONT NC 1W CT t aF1A01CSO. 9051510089 OR IEmnMOutm armor TIE COMPS warm canDIT O* STMT. c r WIRELESS A NOKIA`. COMPANY 540 W. MADISON ST. 18TH FLOOR CHICAGO, IL 50661 312.895.49n A5E rr. MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.monisonhershfield.com MH PROJECT NUMBER: 7140050.01 DESCRIPTION BOX REVIEW /00% PEA16T DATE 06/05/15 06/24/15 BY REV. RM A Rid 0 NOT FOR CONSTRUCTION UNLESS LABELED fiONSTUORDNit i TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME SPRINT SPECIFICATIONS SHEET NUMBER SP-2 1 EXISTING 20'-0" WIDE SITE ACCESS ROAD EXISTING PROPERTY LINE (TYP.) 9 AMNd N31N33H1f10S EXISTING 25'-0" WIDE SITE ACCESS ROAD d t 01' 25' 53" W 200.65' APN: 2623049021 N 89' 45' 58" W 255.51' `ASPHALT PARKING S 89' 45' 58" W 197.67' EXISTING ROOFTOP SUBJECT PARCEL ZONING: TUC EXISTING BUILDING E}- 10 N w -�0 N SPRINT EQUIPMENT LOCATION APN: 2623049104 1 — S 89' 45' 58" E 350.00' EXISTING EQUIPMENTS (BY OTHERS) ( EXISTING PENTHOUSE APN: 2.6230491.02 sP APN: 6437300020 EXISTING TREE (TYP.) `ASPHALT PARKING so... S 89' 45' 58" E 407.84' Lkve n� .44 EXISTING BUILDING EXISTING & PROPOSED SPRINT ANTENNAS -OD 3 nib APN: 2623049005 58" W 600.0 APN: 2623049062 Sprint THOLE,AK ora 1HE ]OIL PIOQIY OF OMR WI WY ROIL RD'IICOOLU, D®11YOED OR IFDE11-IRED SIC 540 W. MADISON 5T. 10TH FLOOR CHICAGO, IL 60861 WIRELESS 312.805.4977 A NOKIA' COMPANY A&E m• MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhersh6eid.com MN PROJECT NUMBER: 7140050.01 DESCRIPTOR DALE BY REV. 00% REVIEW O0/05/15 RM A 100X POSIT 00/24/15 MI 0 • P • NOT FOR CONSTRUCTION UNLESS LABELED NSTU610tMET ET p ✓ TUKWILA DOUpLETR et' SE82XC03?�� FG AUGMENT I.D. ` » 7 �J V • WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME SITE PLAN SHEET NUMBER A-1 SITE PLAN UMW SCALE 1132"-1'-0" (24x111) (OR) 1/04'-1'-0" (11x17) 1 NOTE: ALL EXISTING SPRINT EQUIPMENT, ACCESSORIES TO BE REMOVED OUTUNE OF EXISTING BUILDING„ f OUTUNE OF CARPORT ROOF BELOW EXISTING STEEL PLATFORM TO REMAIN AND BE REUSED LOWER ROOF EXISTING SPRINT EQUIPMENT CABINET & GPS TO BE REMOVED / MAIN ROOFTOP 5 EXISTING SPRINT PANEL ANTENNAS AND RRU'S TO BE REMOVED (2) ANTENNAS & (2) RRUS IN SECTOR 1 EXISTING ANTENNA ARRAY MOUNTED ON PENTHOUSE WALL (BY OTHERS) EXISTING 17'—O' HIGH PENTHOUSE FROM ROOF LEVEL EXISTING ANTENNA ARRAY MOUNTED ON PENTHOUSE WALL (BY OTHERS) EXISTING SPRINT PANEL ANTENNA AND RRU TO BE REMOVED. (1) ANTENNA do (1) RRU IN SECTOR 3 UPPER ROOF — EXISTING MW CABLES TO BE REPLACED NCH NEW MW CABLES (1 CABLE PER MW DISH TOTAL OF 6) SECTOR 1 AZ=0' /BUILDING ROOF EXISTING ANTENNA ARRAY MOUNTED ON PENTHOUSE WALL (BY OTHERS) EXISTING SPRINT MW DISH MOUNTED ON PIPE MOUNT TO REMAIN (3 ON SECTOR 1) EXISTING MW DISH (BY OTHERS) EXISTING STAIRWAYS EXISTING SPRINT MW DISH TO REMAIN (1 ON SECTOR 2) EXISTING SPRINT PANEL ANTENNA AND RRU TO BE REMOVED (1) ANTENNA & (1) RRU IN SECTOR 2 EXISTING SPRINT MW DISH TO REMAIN (2 ON SECTOR 3) EXISTING SPRINT INNERDUCT AND CABLES SERVICING PANEL ANTENNA TO BE REMOVED (TYP.) LET COS J Q Sprint' DF=E WOMEN" AIt CCIOQMVL wo ME 111E 104E PIp11061T OF VIIT AID WO NOT S RAIWUCID, OWED 04E NFDQIIiUIm UMW TIC COMO IMMIX 0300D1T OF W. WIRELESS A NOKU'CAMPAWY 540 W. MADISON ST. 16TH FLOOR CHICAGO, IL 60601 www.sacw 312.695.4an A&E m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel 425.451.1301 Fax: 425.451.1369 www.monisonhershfiekl.com MH PROJECT NUMBER: 7140050.01 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET • TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME ROOF REMOVAL PLAN SHEET NUMBER A-2 RP ROOF REMOVAL PLAN SCALE: 3/3 =1•- (24(310 (aq 3/3$ =r-0 01x17) 1 OUTLINE OF EXISTING BUILDING—'. EXISTING STEEL PLATFORM TO REMAIN AND BE REUSED OUTLINE OF CARPORT ROOF BELOW INSTALL NEW SPRINT EQUIPMENT CABINETS. REFER TO SHEET A-10 FOR DETAILS L MAIN ROOFTOP SECTOR 1 AZ = 350' EXISTING ANTENNA ARRAY MOUNTED ON PENTHOUSE WALL (BY OTHERS) EXISTING 17'-0" HIGH PENTHOUSE FROM ROOF LEVEL EXISTING ANTENNA ARRAY MOUNTED ON PENTHOUSE WALL (BY OTHERS) INSTALL NEW SPRINT 2500 RRU BELOW NEW 2500 ANTENNA ON EXISTING PIPE MOUNT. REFER TO DETAIL 7/A-9. PAINT TO MATCH EXISTING BUILDING (TYP. OF 1 PER SECTOR TOTAL OF 3) INSTALL (1) NEW FILTER ON SECTOR 3 INSTALL NEW MW CABLES (1 CABLE PER MW DISH TOTAL OF 6) INSTALL (1) NEW HYBRID CABLE FOR 2500 MHz ON NEW CABLE SUPPORT, FOLLOW EXISTING SPRINT ROUTE REFER TO DETAIL 2/A-8 EXISTING AC & EXHAUST VENT INSTALL NEW SPRINT 2500 ANTENNA MOUNTED TO PENTHOUSE WALL ON EXISTING PIPE MOUNT REFER TO DETAILS 5/A-8 & 3-A/9 (TYP. OF 1 PER SECTOR TOTAL OF 3) EXISTING PIPE MOUNT TO REMAIN SECTOR 2 110. /BUILDING ROOF EXISTING ANTENNA ARRAY MOUNTED ON PENTHOUSE WALL (BY OTHERS) EXISTING SPRINT MW DISH MOUNTED ON PIPE MOUNT TO REMAIN (TYP. OF 3) EXISTING SPRINT MW DISH MOUNTED ON PIPE MOUNT TO REMAIN (TYP. OF 1) EXISTING STAIRWAYS EXISTING SPRINT MW DISH TO REMAIN EXISTING SPRINT MW DISH TO REMAIN IciwooYo I 1 LC • CV E o Ear --Io> 9 U 0 3 • •a `ONORTH Sprint' ,� NM MO NE 9E flOERIY fl AID — !Yf s REPR9WMn. �Wm Olt 1Eaati'IIB91m ME OF . sr,- W I R E L E S S A NOKIA' COMPANY 540 W. MAOISON 5T. 18TH FLOOR CHICAGO, IL 60681 312.895.49n 5. A&E rr. MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.monisonhershfield.com MH PROJECT NUMBER: 7140050.01 TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-S EA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME NEW ROOF PLAN SHEET NUMBER A-3 :o0P NEW ROOF PLAN SC LE 3/32'-1'-0' (2406) (00 3/s' -l'-o' (»■17) 1 OR DISCLOSURE 0 9'-10" / ALL NIGPO Sprint)• Fig 30LE 00a010115 FROMM ME OF C MEVfl01 !PRINTAND nW NE INC VOX NOT SE ANTENNA. DETAIL 9/A-9 INSTALL NEW WORK LIGHT. SEE DETAIL 3/E-3 INSTALL NEW SPRINT BATTERY CABINET (BEYOND). REFER TO DETAIL 2/A-10 INSTALL NEW SPRINT MMBS REPROOLCED. 0111110INCED m WM= TIE p°MmY WW1 =MIT OF OMIT. 540SEID CHICAG WWW.SOc. �L 60661 WIRELESS 312.895.4gn A NOKIA"COMPANY O l l INSTALL NEW SPRINT ANCILLARY CABINET AYE MORRISON 10900 NE BELLEVUE,TH 1.1301WA 425.451.1301 W JE T MH PROJECT � BI PI HERSHFIELD STREET,WA 8 SUITE 810 98005 .1 Fax: 425.451.136E ekl.com s NUMBER: NUMBER: 7140050.01 i / LEASE AREA ` 8'-4" 9` ,' / ` .��� MECHANICALLY ATTACHED TO H-FRAME. INSTALL NEW SPRINT PPC CABINET. REFER TO DETAIL 8/A-10 O . _� 1 REFERTO DETAIL 5/A-10 EQUIPMENT / ,1' PLATFORM INSTALL NEW SPRINT GPS ANTENNA. REFER TO DETAIL 9/A-9 INSTALL NEW WORK LIGHT. SEE DETAIL 3/E-3 INSTALL NEW SPRINT PPC CABINET. REFER " ,c4" TO DETAIL 6/A-10 2 INSTALL NEW SPRINT UTILITY H-FRAME (TYP.). REFER TO DETAIL 3/A-10 - — PPIATTFFOORRM. REFER TO INSTALL NEW SPRINT , SHEET S-2 FOR DETAIL UTILITY H-FRAME REFER TO DETAIL 3/A-10 TOP OF EXISTING PLATFORM EXISTING I -BEAM EL t74'-10" A.G.L. / o FTON OOOi REViN 1000 PERM • • NOT FOR LABELED aTe Mn REV. 06/06/15 RY A 06/24/15 RM 0 • • • t P 11\, ,_ {_ CONSTRUCTION UNLESS _ AS CONSTRUCTION SET �• TOP OF EXISTING ROOF GRADE EXISTING COLUMN \ 1 EL. ±73'-1" A.G.L. V �j '�jJ' // /jT J��///////////////// // // //////////// INSTALL (1) NEW HYBRID EXISTING MW CABLES TO BE REPLACE CABLE FOR 2500 MHz ON WITH NEW MW CABLES NEW SLEEPERS. REFER (1 CABLE PER MW DISH TOTAL OF 6) TO DETAIL 2/A-8 \ \ LU, - �~ I� INSTALL NEW SPRINT - 3 % �7" ANCILLARY CABINET. -\ ANCILLARY REFER TO DETAIL o I _ CABINET _ _ -. _ _ _ -- 5/A-10 IN PPC 1• a. r"-11 / 1474tgeS 4 SCALEt/2•-t'-0' (24�e) 4TFORM 6" I. 2'-4" 1,9" L I INSTALL NEW SPRINT SECTION 2 2 •c--------: IL / CABINET. INSTALL NEW SPRINT BATTERY CABINET. REFER TO DETAIL 2/A-10 Al INSTALL NEW SPRINT MMBS EQUIPMENT CABINET. REFER TO DETAIL 1/A-10 +'�, I I INSTALL NEW GPS ANTENNA. REFER TO DETAIL 9/A-9 INSTALL NEW WORK LIGHT. SEE DETAIL 3/E-3 INSTALL NEW SPRINT PPC CABINET. REFER TO DETAIL 6/A-10 INSTAL NEW SPRINT ANCILLARY I CABINET MECHANICALLY ATTACHED TO H-FRAME. REFER TO DETAIL `O a �I - ] 1 DETAIL 2/A-10 . INSTALL NEW SPRINT _ vo , /1{ a 1e ! 4S 8I0NAL7' r 1 �n w a MMBS EQUIPMENT a .4 la: in UV MMBS �\ �% CABINET. REFER TO DETAIN 1/A-10 PI I I d. \ 0�� i ��jo/ © TUKWILA DOUBLETREE r , 5/A-10 - I�'I ° S E82XC032 N it J i Do V ; L, EXISTING I -BEAM ° • o, _ n n AUGMENT I.D. WA-SEA119E14.1 • i _ TOP OF EXISTING PLATFORM EXISTING MW CABLES TO EL ±74'-10A.G.L. U U U U U U U EXISTING EQUIPMENT PLATFORM NORTH DL SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 REPLACED WITH NEW MW CABLES (1 CABLE PER MW DISH TOTAL OF 6) s- TOP OF EXISTING ROOF GRADE EL. ±73'-1" A.G.L. 11 SHEET NAME EQUIPMENT LAYOUT 0- J (_', L JJ/l7 //l////i ll/l////////////////. INSTALL (1) NEW HYBRID EXISTING COLUMN ESLEEPERS. FOR 2500� TO 1 ' t'' ' . NEW F_( n DETAIL 2/A-8 `rv, CV ` T - /0 ♦' /0 E- 0 b V �7/ U c • ' SHEET NUMBER q-4 $ $ 1 1'� (24 sows 1� t•-(24r36) 3 SECTION 3 (OM ,/. -,•-0• (hill) EQUIPMENT LAYOUT I� can ,/. -r-o• (than 1 :ORP La CC 0 -.1 CC 0 La CC C7 0 4! 40 40 8 . 0 0 TOP OF EXISTING EXISTING PARAPET EL. ±80. —I" A.G.L. TOP OF EXISTING ROOF GRADE EL. ±73' —1" A.G.L. EXISTING BUILDING 4GROUND LEVEL EL. 0-0" A.G.L EXISTING SPRINT EQUIPMENT CABINET TO BE REMOVED EXISTING MW CABLES TO BE REPLACED WITH NEW MW CABLES (1 CABLE PER MW DISH TOTAL OF 6) --- INSTALL (1) NEW HYBRID CABLE FOR 2500 MHz. AND (6) NEW CABLE FOR EXISTING MW DISHES I IL!!! I 1. ; I 1L ! EXISTING PENTHOUSE DUSTING SPRINT ANTENNAS TO BE REMOVED AND REPLACED ON EACH SECTOR (2) LOCATED ON SECTOR 1. (1) LOCATED ON SECTOR 2. AND (1) LOCATED IN SECTOR 3, TOTAL OF 4) TOP OF UPPER PENTHOUSE c" EL. ±90.-1" A.G.L. RAD CENTER OF EXISTING SPRINT PANEL ANTENNA ihni / EL. ±87' —7" A.G.L. s[-r •"—^ —;•!!!-• •r= TOP OF EXISTING ANTENNAS EL. ±98.-0" A.G.L. EXISTING ANTENNA ARRAY (BY OTHERS) MOUNTED ON PENTHOUSE WALL TO REMAIN (rP.) EXISTING SPRINT MW DISH ANTENNA TO REMAIN (TYP.) J ! ! I{ if- . [1.11 ! ! — • I. [ . ! —171[1—i r : •; [---[[ a' 7 1 1 _ 1..L •: [ [ [ [ _.___.. 11 1-• I— • • r i• 1 !! •! i! • ! ;1 I !! • E; L [.] Ti .; „ 11 ir-11- II 71 --111-11 _ [h. I 11 t! I Z. Lc Sprint' MEE 002010EMI COMMENOM. AND ME ME SOLE PRCIERIT Of SPRINT AND WY MOT OE IEPRCOUCED, OISSEIMIIEED OR REDISIROUIED IIIIMIUT 680UPI= 0140400001186 OP SPRINT. t01, ‘ft•L..toi• WIRELESS A NOKIA-. COMPANY 540 W. MADISON ST. I6TH FLOOR CHICAGO, IL ems!! www.mcw.com 312,8954977 .• IP' MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel 425.451.1301 Fax 425.451.1369 www.morlisonhershfiekl.com MH PROJECT NUMBER: 7140050.01 DESCRIPTION 00X REVIBV 100X MOAT DATE 0005/15 06/24/15 BY REV. Rif A RM 0 p C iNTPn NOT FOR NSTRUCRON uNtrar. LABELED AS CONSTRUCTION SET TUKWILA DOUBLETREE S E82XC032 AUGMENT WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME EXISTING ELEVATION SHEET NUMBER A-5 EXISTING SOUTH ELEVATION SCALBI/Ermr—r (24x36) (CR or-r-o- (1107) 1 INSTALL NEW GPS ANTENNA TOP OF EXISTING EXISTING PARAPET EL *80.-1" A.G.L. TOP OF EXISTING ROOF GRADE EL. t73'-1" A.G.L. V EXISTING BUILDING INSTALL NEW WORK LIGHT. SEE DETAIL 2/E-3 INSTALL NEW SPRINT MMBS EQUIPMENT CABINET. INSTALL NEW SPRINT BATTERY CABINET (BEYOND) INSTALL NEW SPRINT ANCILLARY CABINET MECHANICALLY TO H-FRAME INSTALL NEW MW CABLES (1 CABLE PER MW DISH TOTAL OF 6) MOUNTED ON NEW SLEEPERS INSTALL (1) NEW HYBRID CABLE FOR 2500 MHz. EXISTING PENTHOUSE NEW SPRINT 2500 ANTENNA ON EXISTING PIPE MOUNT. 1 PER SECTOR TOTAL OF 3) TOP OF UPPER PENTHOUSE EL ±90'-1" A.G.L. aw• RAD CENTER OF NEW SPRINT PANEL ANTENNAS FOR ALL SECTORS di EL ±67•-7' A.G.L. YY INSTALL NEW SPRINT 2500 RRU BELOW NEW 2500 ANTENNA ON EXISTING PIPE MOUNT. (TYP. 1 PER SECTOR TOTAL OF 3) 1-- ••I • �II • it L L _ = �' �1• L C__,[� I 1 I I i I if I TOP OF ANTENNAS EL. ±98'-0" A.G.L. 111 EXISTING ANTENNA ARRAY (BY OTHERS) MOUNTED ON PENTHOUSE WALL TO REMAIN (TYP.) EXISTING SPRINT MW DISH ANTENNA TO REMAIN (TYP.) r 1 FT II 1-1-7-17771 11 nil I['.[ -'I -i _.I If - 5- T 7 I GROUND LEVEL s EL. 0'-0" A.G.L ; I 1 6. .1 `I e E E 0 U Sprint' THESE OCKUMENI1 ARE CdF100RYi MO PRE TIE ]OIL FNPTRIY Of fll NID NA NOT RE �LMtT IEPMOOUCED. OEO OR REINST0MF0 MOUT 11E OMER 1EETRN OONSERT OF SPRINT. WIRELESS A NOKIA' COMPANY 540 W. MADISON ST. 16TH FLOOR CHICAGO, IL 80881 312.895.4977 m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.monisonhershfiekl.com MH PROJECT NUMBER: 7140050.01 DOCPoPIION O0X REVIEW 100X PUT DATE 8Y REV. 00/06/15 RM A 00/24/16 RM 0 '-� lfi1 -1-r- NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 09 F TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 jrSHEET NAME FINAL ELEVATION SHEET NUMBER A-6 FINAL SOUTH ELEVATION L SCALE: 1/1111•-0' (24x36) (OR) 1/111%1•-0• (11x17) 1 cc U LJ cn tn 3 — R N 5 EXISTING SPRINT PANEL ANTENNA 0 87'-7" R.C. TO BE REMOVED 0: o� Na II IV INSTALL NEW SPRINT 2500 ANTENNA 8N'-r R.C.R C. ON PIPE Sprint T - nz 6oaxn Nw.F1rm o N aF E C+ flT N4 NaE »E Na ra rar a 1416r MOUNT.•'I TAIL. REFER TO DETAILS 3/A-8 de 3-A/9. PNNT TO MATCH EXISTING BUILDING INSTALLNEW SPRINT 2500 RRU BELOWREPRODUCED NEW ANTENNA ON EXIST. PIPE MOUNT. REFER TO DETAIL 3/A-8 & 7/A-9 SECTOR 1 AZ=350' y I \� << l INSTALL (1) NEW HYBRID CABLE / FOR 2500 MHz AND (3) NEW — - -- CABLE FOR O(ISTING MW DISHES+``I �'� RIONSTREARED wnaur nc m+ass w1mv1 c s1mr. OK ST. 16TH FLO � � 540 W. NA LOOR CHICAGO, IL 60661 WIRELESS 312.895.4977 A NOKIA COMPANY J - .t. -- —n,r_111111111111 AaE MORRISON 10900 NE 8TH BELLEVUE, 425.451.1301 www.morrisonhershfield.com MN PROJECT rol STREET, NUMBER: HERSHFIELD SUITE 810 WA 98004 Tel: Fax: 425.451.1369 7140050.01 wi -- EXISTING SPRINT MWe- L— _._ _ -. LOCATED ON SECTOR 1 �� Ir ��T._ DISH MOUNTED ON Nov. EXISTING SPRINT RRU TO BE REMOVED / ` ELEVATOR PENTHOUSE ANTENNA ARRAY PIPE MOUNT TO REMAIN (TYP.) (3 LOCATED ON SECTOR 1) I '' ICI 1! I �; 1 li I i _ I� -- PIPE MOUNT TO /, � EXISTING REMAIN `/ /II / \ /� �, / `ELEVATOR PENTHOUSE / `ELEVATOR PENTHOUSE INSTALL NEW SPRINT 2500 RRU BELOW 7 NEW ANTENNA ON EXIST. PIPE MOUNT. REFER TO DETAIL 7/A-9 II ` I r II I LI� I iI II Y•1 M•ri ;j /h .,,I' I I �t I yI i II 1 f 'iJ Sec "1Z 'T2 110 INSTALL (1) NEW HYBRID CABLE FOR 2500 MHz AND (1) NEW CABLE FOR EXISTING MW DISHES LOCATED ON SECTOR 2 INSTALL NEW SPRINT 2500 RRU BELOW NEW ANTENNA ON EXIST. DESCRIPTION are ER Rel. ROS REVEW 0e/06/15 ION A 100% PEW 00/24/13 RE 0 ' �..i II 3 '•1� 1 1 ‘� J r ` NOT FOR CONSTRUCTION UNLESS LABELED AS CON CTION SET G EXISTING MOUNTED ON PENTHOUSE WALL (BY OTHERS) EXISTING BE EXISTING MOUNTED r ` REMOVED V II -� ]jI,.J.7 `'J �` SPRINT RRU TO SPRINT MW DISH ON PIPE MOUNT TO 4 4 kk,�a:V! A t 1 i ` ( •r R 1 O W IE ,S4' - ,�, 1-7 t7 "• �7 sStONi�Ll� ELEVATQR PENTHOUSE ; I I REMAIN (TYP.) (1 LOCATED ON SECTOR 2) SECT A2\OR2 TUKWILA DOUBLETREE PIPE MOUNT. REFER TO DETAIL 3/A-8 & 7/A-9 INSTALL (1) NEW FILTER ON SECTOR 3 I I II INSTALL NEW SPRINT 2500 ANTENNA O 87'-7" R.C. ON MST. PIPE MOUNT. REFER TO DETAILS 3/A-8 & 3-A/9. PAINT TO MATCH EXISTING 1 ;+EXISTING SPRINT PANEL /70 SE82XC032 EXISTING SPRINT RRU TO BE REMOVED EXISTING SPRINT PANEL ANTENNA 0 87'-7" R.C. TO BE REMOVED ^, i•C' ��o o j ANTENNA 0 87'-7" R.C.MOUNT TO BE REMOVED / EXISTING SPRINT MW DISH MOUNTED ON PIPE MOUNT TO REMAIN (2 LOCATEDTED ON SECTOR 3) NORTH AUGMENT I.D. WA-SEA119E14.1 I I I1 2 INSTALL (1) NEW HYBRID CABLE FOR �' 2500 MHz AND (2) NEW CABLE FOR EXISTING MW DISHES LOCATED ON SECTOR 3 BUILDING 'S , INSTALL NEW SPRINT 2500 ANTENNA O) �� 1" 0 87'-7' R.C. ON EXIST. PIPE MOUNT. REFER TO DETAILS 3/A-8 3-A/9. PAINT TO MATCH EXISTING BUILDING 1..._ 1.: I F COIc (_.js ��E F -' NORTH a & E Eo TD- a SITE ADDRESS 16500 SOUTHCENTER PWW1'4p• TUKWILA, WA 98188 SHEET NAME 1 ANTENNA LAYOUTS SHEETNUMBER A-7 ANTENNA tiew swam 3/4"nr-o' (24A3O) 1 vera 3/4.41'-0* (24i36) NEW ANTENNA LAYOUTS (OR) 3/8%.1'-0' (M17) 2 EXISTING LAYOUTS (OR) 3/8"-1'-0' (11017) CO(t BREAKOUT CYLINDER ==ss 11111111�/ 1-� 11111111� �: AUXILIARY HYBRID CABLE CABLE BENDING RADIUS 20 x CABLE DIAMETER (DURING OPERATION) 25 x CABLE DIAMETER (DURING INSTALLATION) 1.2 Lbs PER FT. CABLE WEIGHT POWER CABLES FIBER OPTIC CABLE LOOSE TUBE (24F) COPPER CONDUCTOR CONDUCTOR INSULATION OUTER SHEATH WRAPPING ALUMINUM CORRUGATION RIP CORD INSTALL NEW CABLE WITH SNAP —IN HANGERS NEOPRENE PAD EXISTING ROOF ROOF CEMENT SECTION NOT TO SCALE ,I 1 INSTALL NEW UTILITY CONDUIT(S) WITH MICROFLECT SNAP —IN HANGERS MIN. 1/2" THK. GALV. STEEL. (VALMONT PN B1542-11 OR APPROVED EQUIVALENT). 4" x 4" PVC U.V. RESIST. SLEEPER INSTALL NEW CABLE WITH MICROFLECT SNAP —IN HANGERS GROUND WIRE NEOPRENE PAD EXISTING ROOF ROOF CEMENT HYBRID CABLE 2500 DETAIL SSE N.T.S. 1 ROOF MOUNTED CABLE SUPPORT DETAIL SCALE N.T.S. 2 EXISTING PIPE MOUNT NEW SPRINT 2500 MHz PANEL ANTENNA. REFER TO DETAILS 3/A-9 (8) RF JUMPERS 2500 BREAKOUT CYLINDER WITH 3 PAIRS FIRMLY SECURED TO STRUCTURE WALL (1) 2500 HYBRID CABLE FROM MMBS CABINET EXISTING ANTENNA MOUNT 7/EXISTING PENTHOUSE / WALL NEW FILTER. REFER TO DETAIL 5/A-9 EXCESS FIBER JUMPER FROM BREAKOUT CYLINDER TO BE NEATLY COILED AND SECURED, DC CABLES MAY BE CUT TO LENGTH BEFORE CONNECTION TO RRU SECURE EXCESS COAX JUMPERS TO MOUNTING PIPE BELOW ANTENNA COIL ANY EXCESS FIBER/DC JUMPERS IN A HORIZONTAL PLANE UNDER THE ANTENNA PIPE MOUNT. PERMANENTLY SUPPORT COIL WITH STAINLESS STEEL HANGERS INSTALL NEW SPRINT 2500 RRU ON EXISTING ANTENNA PIPE MOUNT 2500 BREAKOUT CYLINDER WITH 3 PAIRS FIRMLY SECURED TO STRUCTURE (1) 2500 HYBRID CABLE & MW CABLES FROM MMBS CABINET INSTALL NEW SPRINT 2500 ANTENNA ON EXISTING PIPE MOUNT. REFER TO DETAILS 3/A-9 (TYP. OF 1 PER SECTOR, TOTAL OF 3) g•-00 (40 a� E J Q o Eo U Sprint • 1FQC 000U EN81 ARE COIsmnML No NE DE ]ore PROPERTY er 081en 4 C r4r IWT 08 IEP006UCm, ab541iNlED OR 8800o0eiTD •R11OUT DE EVROS 'MOON OONSOR Cr MO T. JLJ WIRELESS A NOKIA ° COMPANY 540 W. MADISON ST. 10TH FLOOR CHICAGO, IL 60661 9 WWW. 312.895.4977 ■ r • MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www. morrisonhershfiekl.com NH PROJECT NUMBER: 7140050.01 rDESCRIPTION 904 REVEW 05/05/15 RM A 100X PEW 06/24/15 RN 0 DATE 8Y REV. p P., (•\1 L7L--- F NOT FOR CONSTRUCTION UNLESS LABELE?_ COpISTUCTION SET' • a TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME CABLE DETAILS SHEET NUMBER A-8 ANTENNA AND RRU MOUNTING DETAIL SCALE N.T.S. 3 NEW CABLE ROUTING SCALE N.T.S. 4 NOT USED SCJOE N.T.S. 5 W CO 0 0 5- 0 41 w K rc 0 rc U 3 - CC 0 0 0 tn CC K a. ¢Z¢ Ei f/1 "o 0 14.17" / Sprint}• • • 12.09" 0 \ _____ •coaaoo°' \ NU�cr CITIE E OR manineurea ,>ECONNOR OF. — — 0) m 12.0" 0 \ (;Fi S 540 W. MPDISON ST. CAG �.W FLOOR PLAN VIEW FRONT VIEW DSBJ — DSSS2006A vim,/ sacw.cca WIRELESS 312.893.49n A NOKIA' COMPANY FREQUENCY RANGE 2496-2690 MHz W/ BRACKET WEIGHT 22.05 Lbs PIM 10900 NE 8TH BELLEVUE, 425.451.1301 www.mortisonhershfield.com MH PROJECT pro HERSHFIELD STREET, SUITE 810 WA 98004 Tel Fax: 425.451.1369 NUMBER: 7140050.01 MOMFILTER SOLE6 FILTER SPEC. NT 5 NOT USED N.T.S.MORRISON "N. 8.03" 15.03 � "S 4.3" I I I 1 2.0" I •I X X X Xtri PLAN VIEW SIDE VIEW FRONT VIEW I• • 1 \ \ TOT InCs/O 0 DESCRIPTION °ATE 9Y REV. 90% RENEW 06/05/15 RN A loos PERMIT 68/24/16 RN 0 •••' , 11\1 �Ji NOT i`OR TON UN6ESS.../ LABELED AS CONSTRUCTION SET cd III N 15.03" 1. • ( PLAN VIEW SIDE VIEW FRONT VIEW KMW — ET—X—WM-18-65-8P ANTENNA SAMSUNG — RRH-68 FREQUENCY RANGE 2496-2690 MHz ANTENNA WEIGHT 36.4 Lbs BRACKET WEIGHT 11.6 Lbs FREQUENCY RANGE 2496-2690 UNIT WEIGHT 59.75 RRH BRACKET WEIGHT 12.32 MHzI Lbs Lbs TOTAL WEIGHT 48 Lbs 72.07 Lbs " e ___ «" wA "off`:_ [Y 4+ `; t �`r`S'/ONAL 1 NOT USED 8 2500 MHz RRU SPEC. NSCALES 7 2500 MHz ANTENNA SPEC. 3 NOT USED GPS ANTENNA co I .-. GPS ANTENNA MOUNTING BRACKET GPS ANTENNA. MODEL #=o.��o GPS—TMG—HR-26N I ■ SET SCREW ID I Z/ I iv \ Z I, GPS ANTENNA WITH SUP FILTER MOUNT GPS ANTENNA TUKWILA DOUBLETREE \ I FIXING PIPE PIPE TO PIPE CLAMP {--- ° �» , .• 2496-2690'r' 2496-2690 496-2 2496-269Q' — 1 /2"0 CABLE 415. O4' O S E82XC032 , •'i •o 0 O 0 0 Q' t ` ♦. ♦ J AUGMENT I.D. WA-S EA119E14,1 RET (AISG) IS INTERNAL KMW — ET— X—WM-18-65-8P NOTES: JUL 20 2015 community SITE ADDRESS 16500 SOUTHCENTER PKWY ; TUKWILA, WA 98188 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1" DIAMETER, SCHEDULE 40, GALVANIZED STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES, 8'—O" IF MOUNTING TO INSTALL MMBS—BBU) 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 BE DEBURRED. 2. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. SWEEP TEST PER TS-0200. 4. ATTACH GPS MOUNTING PIPE TO PLATFORM HANDRAIL OR CABLE SUPPORT BRIDGE STRUCTURE USING (4) 8MMx15MM SS BOLTS AND (4) 1" PIPE STRAPS. GPS TO BE MOUNTED A MINIMUM OF 2'-0" ABOVE STRUCTURE. j SHEET NAME f ANTENNA AND I RRU R R U DETAILS SHEET NUMBER A_ 9 ANTENNA NOT USED 2 SCALE 9 GPS ANTENNA MOUNTING DETAIL PORT LAYOUT (ANTENNA BOTTOM) N 4 , 8.0" / 27.56" • \ \ MCV N �— I. 24.80" �i M BOLT HOLES�j (0 N J O / // / // / Nn �// / N • CO \ \ 27.56" 1' PLAN VIEW FRONT VIEW WEIGHT W/0 DU SHELF WEIGHT OF (4) DU SHELVES TOTAL 553 Lbs 222.5 Lbs 775.5 Lbs 32.43" SIDE VIEW BACK VIEW MMBS EQUIPMENT CABINET SCALE N.T.S. 1 • REFER TO DETAIL 1/A-4 NEW GALVANIZED 1-5/8" UNISTRUT SUPPORT MATERIAL W/ END CAPS. FIELD VERIFY SPACING NEW 3-1/2" STD GALV. SCHD. 40 POST. (TYP. OF 2) REFER TO DETAIL 1/A-4 FOR ACTUAL LAYOUT NOTE: UTILITY EQUIPMENT NOT SHOWN FOR CLARITY PROVIDE (4) 1/2"0 A235 BOLTS TYP. /16" re) .SECTION A —A \--EXISTING BEAM. REFER TO STRUCTURAL SHEETS (TYP.) NEW 3 1/2" 0 (4" O.D.) STD GALV. POST W/ END CAP NEW 6"x9"x1/2" BASE PLATE (TYP.) 1-1/2" MMBS OR BATTERY CABINET CABINET TIE DOWN (4) 1/2"0 A325 BOLTS EXISTING BEAM. REFER TO STRUCTURAL SHEETS (TYP.) PLAN VIEW k 27.56" c FRONT VIEW WEIGHT W/0 BATTERY BATTERY (MAX.) TOTAL FULLY LOADED 370 Lbs 2407.8 Lbs 2777.8 Lbs 40.25" 36.46" 30.56" n • • 4, 29.23" X 27.56" SIDE VIEW BACK VIEW SAMSUNG BATTERY CABINET SCALE N.TS. 2 WEIGHT = 370 Lbs 7.54,25" x • CO M SIDE VIEW zir-covo FRONT VIEW PURCELL ANCILLARY CABINET SCALE N.TS. 5 POWER PROTECTION CABINET — POWER SECTION WEIGHT = 175 Lbs PLAN VIEW �12.28 L SIDE VIEW (0 4, 30.18" k FRONT VIEW Sprint' 11403E 90CIacRN1 NE COMFICEPOW. MO ME RE asE PRCPD(rc OF EMMY MO Mb *Tr ME RLSR 0*Nfn, 911IF)N(RD1 CR Rm(0' lrn MEW IRE EVROS RIVEN C91@MT OF SPRINT. (:::2�L..:1J WIRELESS A NOKIA' COMPANY 540 W. MADISON ST. 16TH FLOOR CHICAGO, IL 03681 312895.4W7 A&E m� MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com MH PROJECT NUMBER: 7140050.01 DESCRIPTION DATE 8Y REV. SOS RENEW 06/05/15 RM A 100* PERMIT 00/24/15 RM 0 NOT LABaz CS N3T TfN TI0UM E TUKWILA DOUBLETREE L 1 w E P 'y SE82XC032 AUGMENT I.D. • WA-SEA119E14-'► C) r ., SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME EQUIPMENT CABINETS AND H-FRAME DETAILS SHEET NUMBER A-10 UTILITY H—FRAME DETAIL SCALE M.T.S. 3 CAB. CONN. DETAIL SCALE N.T.S. 4 PPC CABINET SCME IITS 6 • STRUCTURAL GENERAL NOTES STRUCTURAL STEEL NOTES 1. THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OF THE STRUCTURE, AND SHALL BE READ IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 2. USE ONLY THE LATEST ISSUE OF ANY GOVERNING CODES, STANDARDS OR REGULATIONS REQUIRED OR MENTIONED IN THE FOLLOWING NOTES. 3. ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE, SHALL COMPLY WITH THE REQUIREMENTS OF THE NOTED BUILDING CODES AND REFERENCE STANDARDS. 4. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 5. FOR DETAILS AND DIMENSIONS NOT GIVEN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN TRADES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING STRUCTURES AFFECTED BY THIS CONSTRUCTION. ON ANY NEW STRUCTURE OR PORTION THEREOF, DO NOT EXCEED THE DESIGN LOADING INDICATED ON THESE DRAWINGS. 8. ALL DESIGN LOADING INDICATED ON THESE DRAWINGS ARE SPECIFIED (UNFACTORED) LOADS, UNLESS OTHERWISE INDICATED. 9. ALL CONNECTION FORCES AND BRACING FORCES SHOWN ON THESE DRAWINGS ARE THE CRITICAL UNFACTORED FORCES UNLESS OTHERWISE INDICATED. 10. DO NOT SCALE THE DRAWINGS. 11. THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD CORPORATION AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION. DESIGN CRITERIA NOTES DESIGN DATA: 2012 WASHINGTON STATE BUILDING CODE W/AMENDMENTS ULTIMATE WIND SPEED =110 MPH (ASCE 7-10) RISK CATEGORY =11 EXPOSURE =0 SEISMIC LOADS: Si =0.542 SDI =0.542 Ss .1.453 Sos =0.969 SITE CLASS IMPORTANCE FACTOR SEISMIC DESIGN CATEGORY =D =1.0 D EQUIPMENT PLATFORM DESIGN LOADING DEAD LOADS: BBU CABINET 2,778 LBS MMBS CABINET 776 LBS ANCILLARY CABINET 370 LBS PPC CABINET 175 LBS LIVE LOADS: PLATFORM LIVE LOAD 20 PSF SNOW LOADS: GROUND SNOW LOAD 20 PSF MATERIALS STRUCTURAL WF STEEL ONLY A992 (50 KSI) STRUCTURAL STEEL A572 (50 KSI) ANGLES & PLATES A36 HSS STRUCTURAL TUBING A500 GRADE B (46KSI) STEEL PIPE A501 OR A53 GRADE 8 HIGH STRENGTH BOLTS A325 N OR SC CLASS A WELDING ELECTRODES E70XX 1. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES: AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDING AISC CODE OF STANDARD PRACTICE. 2. FABRICATOR AND WELDERS MUST BE CERTIFIED TO APPLICABLE SECTIONS OF ANSI/AWS D1.1 — STRUCTURAL WELDING CODE — STEEL. 3. ALL WELDS NOT SHOWN ON DESIGN DRAWINGS SHALL BE SUCH AS TO DEVELOP 100% OF STRENGTH OF THE BASE METAL. 4. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS CONFORMING TO "RCSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 5. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. UNLESS GREATER REACTIONS ARE INDICATED ON THE DRAWINGS, CONNECTIONS SHALL BE DESIGNED TO SUPPORT AT LEAST ONE HALF OF THE TOTAL UNIFORM LOAD CAPACITY OF THE GIVEN MEMBER. 6. UNLESS LARGER MEMBER FORCES ARE INDICATED ON THE DRAWINGS, ALL CONNECTIONS FOR TRUSS MEMBERS. BRACING, LACING AND SIMILAR MEMBERS SHALL BE DESIGNED FOR ONE—HALF THE ALLOWABLE TENSION FORCE IN THE MEMBER BUT NOT LESS THAN 6 KIPS. 7. IN ALL CASES CONNECTIONS SHALL MEET THE REQUIREMENTS OF AISC 360. 8. FABRICATOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND/OR ERRORS ON THE DESIGN DRAWINGS IN TIME TO PREVENT ANY FABRICATION ERRORS. 9. CONTRACTOR SHALL SUPPLY SIX PRINTS OF SHOP DRAWINGS FOR REVIEW BY THE ENGINEER PRIOR TO COMMENCING FABRICATION. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR IN ANY WAY FROM HIS RESPONSIBILITY FOR ACCURACY AND FIT. 10. SURFACE PREPARATION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST ISSUE OF STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION FOR COMMERCIAL BLAST CLEANING SPPC—SP6. 11. ALL STEEL SHALL BE HOT DIP GALVANIZED TO MEET THE REQUIREMENTS OF ASTM STANDARD SPECIFICATION A123 WITH FIELD TOUCH DIP WITH ZINC RICH PAINT AFTER CONSTRUCTION. 12. PROVIDE BUTTER COAT OF GROUT BETWEEN ALL CONCRETE AND STEEL SURFACES, UNO. 13. ALL STEEL GRATING SHALL BE ATTACHED TO STEEL MEMBER WITH TACK WELD OR SADDLE CLIP. MINIMUM THREE FASTENERS PER SPAN PER SUPPORT. 4/5"--aavo c E = Ec E oc UC Sprint 1HESE DOCUMENTS ARE CONFIOENIPL AND ME THE 504E PROPERTY OF SPRRNT MD HAY HOT BE REPRODUCED, 1NS0DRN11TD 0R RmismmUIED WITHOUT 11E WHIM 'AB10! CONSENT OF SPRINT. SeTh."wc WIRELESS A NOKIA" COMPANY 540 W. MADISON ST. 1BTH FLOOR CHICAOO, IL 80861 www..cw.CR111 312.895.4177 AOE Irm MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1389 www.monisonhershfehl.com MH PROJECT NUMBER: 7140050.01 DESCRIPTOR DATE DV REV. 90% REVIEW 00/05/18 DT A ISSUED FOR PERMIT 00/24/15 DT 0 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME STRUCTURAL NOTES SHEET NUMBER S-1 THE INFORMATIpN CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 17-9" 4'-4" / 8•-4" 5'-1" / 3'-4" 1'-8" 3'-4" / (E) HSS4x4 TYP. / _ / f N `.y,/' \iS `\ W8x10 W8x10 W8x10( / ILI 1' kI-----'9 ob • ' /'l I.0 N 1 \ © 0) I CV ! W8x10 W8x10 W8x10 I `.t z la STEEL PLATFORM co M 1 }"x(}" IGALV. STEEL GRA11NG ! W8x10 e W8x10 W8x10 ~ t0 i y�`6'//' + I ' vk+k / 1 / (E) W1Ox22 / 3 " 3 .alai // '(,A+Ai Si `�. �6 \ LJ / 8'-8" (GRATING) / NORTH L3 3 x3 Y2xY4x0'-6", TYP. (2) 34"0 A325 BOLTS TYP. W8 TYP. (E) W8 L3 ) x3 ) xW4x0'-6" (2) 34"0 A325 BOLTS TYP. W8 (E) W8 DETAIL SCALE 1-1/2'41'-0" (22x34) (OR) 3/4"-1'-0' (11x17) 2 DETAIL SCALE: 1-1/2"-1'-0" (22x34) (CR) 3/4"-1'-0" (11x17) 3 1 1/2" W8 3" 1 1/2" (2) 3/4"0 A325 BOLT L4x4 TYP. DETAIL SCALE: 1-1/2"-1'-O" (22x34) (OR) 3/4"-1'-0" (11x17) 4 LiscYa PLATFORM FRAMING PLAN SCALE: 1/2"-1'-0" (22x34) ,.(910. 1/4'-1'-O' .(11x17) 1 Sprint; THESE OOCIWENIS ARE COHMODOW. AND ARE THE SOLE PROPERTY Of SPRINT MO MAY NOT BE RFPR000CED, DISSD8NRT0 0R REMSMORED MROUT THE EXPRESS WRITTEN CONSENT OF SPRINT. sr0 WIRELESS A NOKIA" COMPANY 540W. MADISON ST. 16TH FLOOR CHICAGO, IL 60661 WWW.-aY.Dan 312.e85.4877 ME re° MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1389 www.monisonhersblleld.com MH PROJECT NUMBER: 7140050.01 085000TION DATE BY REV. 90% REVIEW 06/05/15 DT A FOR Raw o6/24/15 DT 0 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKW' TUKWILA, WA 98188 SHEET NAME PLATFORM LAYOUT & DETAILS SHEET NUMBER S-2 REFERENCE NOTES NEW SPRINT POWER PROTECTION CABINET (PPC). THE PPC CONTAINS A 200A RATED, 120/240V-10-3W LOAD CENTER (PANEL 'PP1') AND (2) 200A-2P MAIN CIR. BREAKERS MECH. INTERLOCKED FOR MANUAL TRANSFER TO GEN. PLUG. O2 NEW SPRINT ANCILLARY CABINET FOR MICROWAVE BACKHAUL TELCO SERVICE O3 NEW SPRINT MMBS CABINET. O NEW SPRINT BBU CABINET. O5 NEW (3) #3/0 AWG CU. AND (1) #6 AWG CU. GROUND IN 2' EMT INDOORS AND RMC OUTDOORS ANEW (3) #10 AWG CU. AND (1) #10 AWG CU. GROUND IN RMC. O7 NEW (3) /3 AWG CU. AND (1) #8 AWG CU. GROUND IN RMC. ®6 NEW 2' RMC FOR DC POWER TO ANCILLARY CABINET. ®NEW 1-1/2" RMC FOR FIBER AS REQUIRED BY SPRINT. GENERAL NOTES 1. RE -USE EXISTING CONDUIT WHERE POSSIBLE BY CODE. 2. NO SURVEY WAS PERFORMED OR PROVIDED AT THE TIME OF THESE CONSTRUCTION DRAWINGS. THEREFORE, ALL DISTANCES SHOWN ON DRAWINGS MUST ME CONFIRMED WITH A SURVEY DRAWING OR VERIFIED IN FIELD PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO FIELD LOCATE LOCATION OF PROPOSED BUILDING POWER SOURCE AND ANY CONDUIT ROUTES TO AND FROM THAT SOURCE. P9ir� - bMf=�F� EXISTING JUNCTION BOX WITH EXISTING CONDUITS ROUTED TO LOWER FLOORS. ROUTE CONDUIT DOWN TO ELECTRIC ROOM ON 2ND FLOOR. FOLLOW EXISTING CONDUIT ROUTE. SEE SINGLE UNE DIAGRAM ON 1/E-3 L/.S-a4yd NOTE: VERIFY EXACT LOCATION OF EXISTING EQUIPMENT ON 2ND FLOOR IN FIELD Id'7 CNA c fuE o E > 00 a a� Sprint' ITICX OOCUIEIOS ARE CEROO R11LL AIO ARE TIE SOLE PROPERTY Of SPORTY NO WY JOT K REPNOOUCED. OESEVIORTE0 CR REOS1RRUIEO Nf1101R TIE DOMES warn. MOW Of WOW. WIRELESS A NOKIA'COMPANY 540 W. MADISON ST. 16TH FLOOR CHI OIL 60661 312.895.4977 pi• MORRISON HERSHFIELD 10900 NE RTH STREET, SURE 810 061EVUE, WA 9E004 Tit 425.451.1301 Esc 4Z5.451.1339 www.nwsignr tiskl mn MH PROJECT NUMBER: 7140050.01 DESCRIPTION 90% MEW 100i pew NI REV. NM A N M 0 NOT AJ�ILESS_ LAB 0t157PyU, ON SET n TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 J SITE ADDRESS 16500 SOUTHCENTER PKWIf TUKWILA, WA 98188 SHEET NAME ELECTRICAL ROOF PLAN SHEET NUMBER E-1 REFERENCE NOTES ELECTRICAL ROOF PLAN SCALE: 1/6.4,1'--0- (24x36) (OR) /16'.41•-4Y (11x17) 1 REFERENCE NOTES O NEW SPRINT POWER PROTECTION CABINET (PPC). THE PPC CONTAINS A 200A RATED, 120/240V-10-3W LOAD CENTER (PANEL "PP1") AND (2) 200A-2P MAIN CIR. BREAKERS MECH. INTERLOCKED FOR MANUAL TRANSFER TO GEN. PLUG. p NEW SPRINT ANCILLARY CABINET FOR MICROWAVE BACKHAUL TELCO SERVICE p NEW SPRINT MMBS CABINET. O NEW SPRINT BBU CABINET. 0 NEW (3) #3/0 AWG CU. AND (1) #6 AWG CU. GROUND IN 2" EMT INDOORS AND RMC OUTDOORS O6 NEW (3) #10 AWG CU. AND (1) #10 AWG CU. GROUND IN 1" RMC. 0 NEW (3) 13 AWG CU. AND (1) #8 AWG CU. GROUND IN 2" RMC. O NEW 2" RMC FOR DC POWER TO ANCILLARY CABINET. ®NEW 1-1/2" RMC FOR FIBER AS REQUIRED BY SPRINT. GENERAL NOTES 1. RE -USE EXISTING CONDUIT WHERE POSSIBLE BY CODE. 2. NO SURVEY WAS PERFORMED OR PROVIDED AT THE TIME OF THESE CONSTRUCTION DRAWINGS. THEREFORE, ALL DISTANCES SHOWN ON DRAWINGS MUST ME CONFIRMED WITH A SURVEY DRAWING OR VERIFIED IN FIELD PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO FIELD LOCATE LOCATION OF PROPOSED BUILDING POWER SOURCE AND ANY CONDUIT ROUTES TO AND FROM THAT SOURCE. INSTALL NEW WORK LIGHT. SEE DETAIL 3/E-3 = = © / SEE SHEET E-1 plj� p` �_ p - PWR FOR CONTINUATION 1 T ) AND LOCATION u u u u u u u Lf5aoYa c E E> u a> Sprint' THESE 002ILEMS ME COM M:NM MO ME TIE SC1E PFRT OF SPENT MO VAT NOT OE REPROOLOEC. NSSEMM1ED 0R REOISTR0U1ED NOHOW TIE ESPRESS *WM CONSENT OF SAW. 540 W. MADISON ST. 18TH FLOOR CHICAGO. WWW.sOC,v 60661 312.895.4977 AlE m. MORRISON HERSHFIELD 10900 NE QTH STREET, SUITE 810 BELLEVUE, WA 98004 TM: 425.451.1301 Ft 425.451.1889 www.EYlMM0.mr MH PROJECT NUMBER: F140050.01 OEShFICN 10% ROAM 100* PERMIT OME M REV. 00/06/10 NM A 00/24/15 RN 0 NOT FOR ON O UUNL LABELED ON U 0 MORRISON P SPFIEI D TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PI TUKWILA, WA 98188 SHEET NAME ELECTRICAL EQUIPMENT PLAN SHEET NUMBER E-2 REFERENCE NOTES ELECTRICAL EQUIPMENT PLAN SCALE: 1/2...1.-0. (241c30) I1 „(CO a/.4-1'-0' (11x17).,. .... 120/208V-3o-4W, 500A RATED, PANEL Sprint) „Ese RPRODUCED.osE REPRODUCED. • NW, DOCUMENTS 1,E EXPRESS ME Canoon•L 169 nann, AND ME 1HE MY, NOT D onRWISTRWT COMM, a SPRIR. NEW PANEL "PP1" 200A, 120/240-10-3W, 60Hz, 200A M.C.B. BUS VA BUS BUS VA A 8 LOAD WRE 91D COND AMPS A 8 AMPS CCND CND WIRE LOAD A B • 0 7000 NEW MMBS CABMET /3 /B 2" 100 1 2 80 1" 1110 /8 SURGE ARRESTOR (*) ISTING "H" EQUIPPED WITH A 500A-3R MAIN CIR. BREAKER LOCATED IN THE 2ND FLOOR ELECTRIC ROOM EW 200A-2P BRANCH CIRCUIT BREAKER FOR �{ / 5a0,sn FLOOR `":`�Ncw"".�' WIRELESS 3,2.895.4en ANOKw"COMPANY 0 7000 3 • 4 180 - �� GROWTH CABINET - - - 80 5 • 8 20 3/4" 112 112 GFl RECEPTACLE (s) - 7 • 8 15 - - - SPARE (•) - 400 NEW BBU CABINET /10 /10 i' 20 9 • 10 - - - - SPACE - Z-EX SPRINT. PROVIDE A MECH. ATTACHED ENGRAVED LABEL INDICATING "SPRINT MAIN" 400 11 • 12 - - - - SPACE - •- BOO NEW WORK LIGHT /12 /12 3/4 20 13 • 14 - - - SPACE - - SPACE - - - - 1S • • 18 - - - - SPACE - AXE MORRISON 10900 NE eTH BELLEVUE, 425.451.1301 www. nariwt,wshf MH PROJECT Pll STREET, NUMBER: II HERSHFIELD SUITE 810 WA 93004 TO: FSC 42e. 51.13e9 de.odn 7140050.01 - SPACE - - - - 17 • 18 - - - - SPACE - - SPACE - - - - 19 • • 20 - - - - SPACE - - SPACE - - - - 21 • 22 - - - - SPACE - - SPACE - - - - 23 • 24 - - - - SPACE - TOTAL VA. BUS A 8180 Bus 8 7400 CONNECTED VA: 15580 ANPEREs: BUS A 68 BUS 8 62 TOTAL 65 RATED VOLTAGE • 120/208 0 120/240 0 277/480 1 PHASE. 3 WRE BRANCH POLES 012 018 ❑ 20 ■ 24 ❑ 30 ❑ 36 ❑ 42 RAZED AMPS 0 100 ■ 200 .0 4NXF CABNE7 ■SURFACE 0 FLUSH °�"""0M OWE ° Re'' RCS REVIEW 06/05/15 RM A 10051 PERMIT 06/14/15 RM 0 . RI M f -r- F-�, 1 1 V J{ 1f NOT FOR CONSTRUCTION UNLESS--.. " LABELED AS CONSTRUCTION SET EW (3) #3/0 AWG CU. AND (1) #6 AWG GROUND IN 2" EMT INDOORS AND RMC OUTDOORS FULL NEUTRAL BUS ■GROUND BUS ■HINGED DOOR ❑KEYED DOOR LATCH ENCLOSURE TYPE NEMA-3R BRANCH DEVICES 0 FUSED • CIRCUIT BREAKER e7--"-14 0 FEED 1HRU LUGS MAIN 200A ■ BREAKER 0 FUSED SIITCH ALL NEW BREAKERS MUST MATCH HAVE A MINIMUM AIC RATING OF 42,000 AMPS SYMMETRICAL NEW 200A RATED, 208V, 3W� NOTE (•) a FACTORY INSTALLED ALL OTHER CIRCUIT BREAKERS TO BE PROVIDED BY CONTRACTOR EMON DMON "SUBMETER" IN 2ND FLOOR ELECTRIC ROOM COORDINATE LOCATION IN FIELD NEW (3) #3/0 AWG CU. AND (1) #6 AWG CU. GROUND IN 2" EMT INDOORS AND RMC OUTDOORS MN.E 2 JUL AC PANEL SCHEDULES 01� J MOItaL S Q (( 500 WATT UTHONIA QUARTZ FLOOD UGHT MOGUL SOCKET MOUNTIN l Q 9 +(�A 52513 G'I$'j'E1iti ilk III MANUFACTURERS CABLE OR OTHER CABLE SUITABLE FOR EXTENDED SUNUGHT EXPOSURE METALLIC CABLE TERMINATION FITTIN 3" STD. STEEL POST WEATHER PROOF 60 MIN. ROTARY TIMER UGHT SWITCH• 3/4" RGS CONDUIT FOR (3 ' i I 0 NEW SPRINT 200A RATED. NEMA-3R EW 200A RATED GENERATOR RECEPTACLE (PRE -CONFIGURED WITH PPC) s s, rCd�IAL 120/240V-10-3W PPC CABINET CONTRACTOR TO REMOVE THE NEUTRAL� TO GROUND BOND INSIDE PPC 200A }---) i L� • 200A T FACTORY INSTALLED CABLE TUKWILA DOUBLETREE 100A/2P. BOA/2P (•) #72 ELECTRICAL RUN i� 11 EXOTHERMIC WEL. J E a °D f ,, i i I • 3>,c ` , O Gt? !( 1 E o E5> . •—•• f SE82XC032 B0A/2P 20A/1P (•) l• •,~^• •. �. 15A/1P (') . :;—= AUGMENT I.D. WA-SEA119E14.1 ~ ; NOTE (•) . FACTORY INSTALLED ALL OTHER CIR. BREAKERS TO BE PROVIDED BY CONTRACTOR (••) x CONTRACTOR TO PERFORMA 30 DAY LOAD STUDY USING A TRUE RMS METER PER NEC E 220.87 TO DETERMINE ADDITIONAL SPARE CAPACITY ON EXISTING PANEL "H". EXISTING PLUS NEW LOAD SHALL NOT EXCEED CAPACITY OF EXISTING PANEL "H" NOTIFY MHC IN CASE OF DISCREPANCY ' SITE ADDRESS 16500UKWILA, WA 98188 , TO NEW PPC CABINET IL.I... 0 L "...7 j a1 0 N N 9N . ; ' . 1-1 2' If y" ,, a ME SHEET NAME ELECTRICAL SINGLE -LINE AND PANEL SCHEDULES V!-1i 11111 * • = 3 16 ' ( ) TINNED COPPER (BSTCW) O 4) 1/2"0 325 BOLT TO GROUND RING EXPANSION ANCHORS SECTION A 3" STD. SCH. 40 GALV. STEEL POST /«COtip NUMBER E-3 I 1 LE I 3 WORK LIGHT DETAIL I KSCAIX SINGLE LINE DIAGRAM Na HOLD DOWN CLAMP FASTENED TO 4" x 4" WITH 1/4" x 1" LONG LAG SCREWS FIBER CONDUIT POWER CONDUIT 4" x 4" x 12" (FOR CONDUIT) PVC SLEEPERS. INSTALL EVERY 6'-0" WHEN MOUNTED ON ROOF. SET ON RUBBER ROOF PAD. MICROFLECT #B1585 & #B1637 W —J W Git?'///////////%I( HILTI HDI-P DROP -IN • ANCHOR FOR CONCRETE OR HILTI HCI-WF/MD FOR WOOD/METAL CEILING EXISTING CEIUNG 1/2" THREADED ROD ATTACHED TO CEIUNG P2864 FLAT PLAT FITTING WASHER FULL STRAP SUPPORT WITH LAG SCREWS CONDUIT (TYP) P1000 UNISTRUT EQUIPMENT PLATFORM SUPPORT BEAM BEAM CLAMPS 5/8" GALV. THREADED UNISTRUT PIPE STRAP 12" P1000 UNISTRUT CONDUIT (TYP) RODS'° L`a 0 E E a Eti U CONDUIT SUPPORT ON SLEEPERS SCALE 1 CONDUIT SUPPORT AT CEILING N.T.S. 2 CONDUIT SUPPORT UNDER PLATFORM N,TS 3 MAX. SPACING EXISTING WALL 12" P1000 UNISTRUT OR APPROVED EQUAL UTILITY CONDUITS W/UNISTRUT CLAMPS ATTACH W/(2) 3/8" 0 EXPANSION ANCHORS (MIN EMB. DEPTH = 1 5/8") i EXISTING INTERIOR WALL/FLOOR EXISTING BUILDING EXTERIOR WALL CONTRACTOR TO PROVIDE FIRE STOPPING MATERIAL NEW CONDUIT WEATHER PROOF SEALANT ALL AROUND NOTE: WHEN CORING INTO EXISTING WALL / FLOOR, CONTRACTOR TO REPAIR ALL OPENING TO EXISTING CONDITION, AND MAINTAIN ALL EXISTING FIRE RATINGS. PROVIDE 5/16 DRILLED HOLE IN CONCRETE WALL FOR 1/4" x 2" HILTI QUICK BOLT CABLES TO EQUIPMENT PROVIDE DUCT SEAL T BE PAINTED TO MATCH PROVIDE 1/4" x 2" SELF TAPPING SCREWS CABLES TO EQUIPMENT PROVIDE DUCT SEAL TO BE PAINTED TO MATCH • L" PROVIDE PORT 1/2 WIDER THEN INSTALLED CABLES PROVIDE ENTRY PANEL ANDREW OR APPROVED SITE PRO KITS CABLE TO ANTENNA PROVIDE BOOT KIT FOR CABLE ENTRY 8" THICK CONCRE WALL OR CMU PROVIDE PORT 1/2 WIDER THEN INSTALLED CABLES PROVIDE ENTRY PANEL ANDREW OR APPROVED SITE PRO KITS CABLE TO ANTENNA PROVIDE BOOT KIT FOR CABLE ENTRY 8" THICK GYPSUM BOARD WALL Sprint' THESE DOCUMENTS ME CONROENmm0L NR] ME 111E SCSI PROPERTY OF SPRINT AND WY NOT 9E REPROCNC0D, 06SENHS1ED OR Rm6TPY1R® "1110UT 11E E]01E3S WRITTEN CONSENT OF SFRNE. STN" L.ORJ WIRELESS A NCKIA'COMPANY 540 W. MADISON ST. 18TH FLOOR CHICAGO. L 60681 312 895.4977 AaE rr MORRISON HERSHFIELD 10900 NE 5TH STREET, SURE 810 BE LLEVUE, VA 98004 Tet 425.451.1301 Roc 425.451.1369 wwamAaoMaMT6alA.DDm MH PROJECT NUMBER: 7140050.01 iwwwmA SON REVIEW 1001< PERMIT muE 05/05/15 06/24/15 w R. II A RN 0 R I NI NOT FOR CONSTRUCTION UNLESS' — LABELED AS CONSTRUCTION SET i 20.5 TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME ELECTRICAL DETAILS SHEET NUMBER E-4 0 CONDUIT SUPPORT ON WALL 4 WALL PENETRATION DETAIL SCALE N,T.S. 5 CABLE WALL PENETRATION N.T.S.SCALE 6 L /s'-aoqa (STING SPRINT ANTENNA GROUND BAR TO BE RE —USE BY SPRINT NEW #2 AWG UV RATE STRANDED TINNED JACKETED COPPER CONDUCTOR BONDING RRU TO GROUND BAR (TYP.) RE —USE EXISTING OR PROVIDE NEW #2 AWG SOUD TINNED COPPER CONDUCTOR BONDING ANTENNA PIPE TO GROUND BAR (TYP.) NEW SPRINT RRU (TYP.) NEW SPRINT PANEL ANTENNA (TYP.) TYP. ANTENNA SECTOR GROUNDING PLAN 1 NOTE: EQUIPMENT GROUNDING PLAN IS TYPICAL AND THE EQUIPMENT LAYOUT SHOWN IS SIMILAR TO THIS STTE FOR EXACT EQUIPMENT LAYOUT SEE SHEET E-2 #2 AWG STRANDED INSULATIED COPPER GROUND CONDUCTOR NEW MASTER GROUND BAR n n ANCILLARY CABINET • .�cr4R—o== n UTILITY H—FRAME #2 AWG STRANDED INSULATIED COPPER GROUND CONDUCTOR TO EXISTING UGHTING PROTECTION SYSTEM OR COLD WATER MAIN. COORDINATE IN FIELD 011. ANCILLARY CABINET MW DISH RADIO (TYP.) MW DISH ANTENNA (TYP.) SECTOR-1 N CABLE GROUND KIT 0*— (TYP.) #6 AWG STRANDED INSULATED GND WIRE (•) 2500 MHz FIBER CABLE MP.) 800/1900 MHz HYBRID CABLE (TYP.) MW CABLE (TYP.) BBU CABINET MMBS CABINET #2 SOLID COPPER TINED GROUND WIRE TO EXISTING LIGHTNING PROTECTION SYSTEM. BUILDING STEEL OR COLD WATER MAIN. COORDINATE IN FIELD MW DISH ANTENNA (•) INSTALL MOUNTING PIPE (TYP) INSTALL ANTENNAS OW) RF JUMPER CABLES #2 AWG STRANDED INSULATED GND WIRE (TYP.) PANEL LOAD CENTER EXISTING SECTOR GROUND BAR (TYP.) EXISTING GROUND SYSTEM (•) SURGE ARRESTOR #6 STRAND INSULATED GND WIRE (TYP) /2 STRAND INSULATED GND WIRE (TYP) MASTER GROUND BAR SECTOR-2 N CABLE GROUND KIT (•) MW DISH ANTENNA (TYR) SECTOR-3 N reJI Q J N cE Eo L/rc10 t/cl NOTE REFER. TO SHEET A-7 FOR EXACT QUANTITY AND TYPE OF ANTENNAS AND RADIOS NOTE: IF BONDING TO EXISTING BUILDING LIGHTNING PROTECTION SYSTEM CONNECT USING A U.L APPROVED LPS CONNECTOR SO AS NOT NO VIOLET THE U.L LABEL OF BUILDING LPS Sprint' MESE Dot 0415 Met ELROVp11PL AM ARE 1HE SOLE PROPEI15 OF Sow ARu 1Mx NOT OE REPRODLCCD. ORMORIM1ED OR REDKIROuTED WHOM TE ESPIE55 TROTTER CONSORT of flT. sad.; WIRELESS A NOKN'COMPANY 540 W. MADISON ST. 16TH FLOOR CHICAGO. L 60661 312.895.4917 ma MORRISON HERSHFIELD 10900 NE STH STREET, SUITE 810 BELLEVUE, VIA 9E004 TO: 425.451.1301 FFE 423,451.1369 w�nv. rtI01NRr1U W MO -DDT 14F4 PROJECT NUMBER: 7140050.01 comm. •0% REYES 100X PERIIR ORIE It RLY. 06/05/15 RM A 0•/44/15 1st o d r- NOT FOR' CONSTRUC41dN iiCENLEiS LABELED AS CONSTRUCTION SET TUKWILA DOUBLETREE SE82XC032 AUGMENT I.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME GROUNDING PLAN SHEET NUMBER E-5 EQUIPMENT GROUNDING PLAN SCE N.T.S. 2 GROUNDING SINGLE LINE DIAGRAM SOME 3 N.T.S. WIRE SIZE BURNDY LUG BOLT SIZE /6 AWG GREEN INSULATED YA6C-2TC38 3/8' — 16 NC S 2 BOLT /2 AWG SOUD TINNED YA3C-2TC38 3/8" — 16 NC S 2 BOLT /2 AWG STRANDED YA2C-2TC383/8" — 16 NC S 2 BOLT #2/0 AWG STRANDED YA26-2TC38 3/8" — 16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N 1/2' — 16 NC S 2 BOLT BURNDY GROUND LU (SEE TABLE FOR SIZE AND MODEL) NUT (TYP. LOCK WASHER (TYP. GROUND BAR BOLT (TYP.)— ' 411 BURNDY TWO HOLE LUG WIT LONG BARREL FOR 16 AWG STRANDED OR EQUIVALENT BARE WIRE TO BE NO—OX AT BOTH ENDS 16 AWG STRANDED GREE INSULATED EAT SHRINK (CLEAR) ROUNDING CONDUCTOR 2 HOLE. LONG BARREL TINNED SOUD COPPER LUG (TYP.) lS: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, CR NO—OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. GROUND LUG CONNECTION MMBS CABINET SALE N.TS 1 HEX BOLT FLAT WASHER FLAT WASHER LOCK WASHER NUT INSTALLATION NOTES! 1. BOLTS, WASHERS AND NUTS SHALL BE STAINLESS SLLEL 2. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF WO EXPOSED THREADS. 3. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 4. APPLY COOPER —SHIELD COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 5. ALL METAL ELECTRICAL EQUIPMENT SHALL BE EXTERNALLY GROUNDED (PAINTED METAL SURFACES MUST HAVE SMALL SECTION OF PAINT REMOVED BEFORE INSTALLA11ON AND SHALL BE SPRAYED UGHTLY WITH CLEAR COAT LACQUER FINISH) FLAT SURFACE GROUNDING DETAIL ANCILLARY/AAV CABINET SCN E 2 N.T.S. INSTALL THE FOLLOWING GROUND LEADS: AT TOWER TOP GROUND BAR 1. HYBRID CABLE GROUND KITS. 2. ALL MICROWAVE GROUND. 3. ANY MICROWAVE RADIOS HEADS (1 PER UNIT). 4. GROUND TO TOWER (TYP. OF 1) 5. RRUFS. 6. FILTERS. DIRECT BOLT MOUNTING BRACKETS 10"x2"x1/4" COPPER GROUND BAR. BAR SHALL BE CLEANED, POLISHED AND A NON —OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED GROUND BAR 2500 RRH POWER FINAL CONNECTION PER OBM INSTALL INSTRUCTION ) 20A ) 20A ) 20A ) 20A )20A )20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 20A ) 25A ) 25A )25A ,20A ) 20A ) 20A I I I l I I I I I I l I I I I I l I I I I l I I F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 SALE N.T.S. L /Ci-00$10 3 Sprint MESE ODCUNENR NNE COMOODOW un ME IN C SOLE PIIOR.N+ a SNORT No MCi NOT NE REPNoa,Cm. DKIDONME5 OR 60 .nED MTNOW nc EERE4i MTIREM CONSENT OF SPNNT. WIRELESS A NOKU1'COIPANY 540 W. MADISON 5T. 113TH FLOOR CHI GO`w 581 weeNsaorm 312 895./911 Ale MORRISON HERSHFIELD 10000 NE CH STREET, SURE 610 BELLEVUE. Pk N004 Tel 425.451.1301 FUc 425451.13 9 www.mml4afMlYiea.can LAN PROJECT NUMBER: 7140050.01 OLSCRPUON WOE PC REV. SOX RONDA 100X Moir 00/05/15 PM A 00/24/1O a 0 3 NOT FOR CONSTRUCTION I1 LESS LABELED AS CONSTRUCTpN SET TUKWILA DOUBLETREE SE82XC032 AUGMENT E.D. WA-SEA119E14.1 SITE ADDRESS 16500 SOUTHCENTER PKWY TUKWILA, WA 98188 SHEET NAME GROUNDING DETAILS SHEET NUMBER E-6 BASE BAR DETAIL SONE N.T.S. 4 Attn: Regan O'Kane SAC Wireless 540 W. Madison, Floor 16 Chicago, IL 60661 e 4