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Home My WebLink AboutPermit PL18-0065 - TMOBILE - WIRELESS FACILITYTMOBILE 3523049037 PARENT FILE PL18-0065 THIS FILE L18-0076 WIRELESS FACILITY/TYPE 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 18, 2018 NOTICE OF DECISION TO: Weston Jorgenson, Powder River Development Services LLC, OBO T-Mobile King County Solid Waste, Owner King County Assessor, Accounting Division Agencies with Jurisdiction All Parties of Record 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: L18-0076; PL18-0071 Applicant: Weston Jorgenson Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: The applicant is proposing modifying antenna equipment on an existing monopole and, at antenna level, remove two (2) SBNHH-1D65C-SR antennas, two (2) TMBXX-6516-A2M, eight (8) diplexers, two (2) FRLB, two (2) FRIG, two (2) FHFB, and three (3) t-arm sector frames and install one (1) low profile antenna platform, two (2) AAFIA antennas, two (2) FFHH-65C-R3, two (2) AHLOA, and relocate all other equipment to new low -profile antenna sector platform. At ground level, remove one (1) ultrasite cabinet, two (2) FSMF, and three (3) FBBC and install one (1) FCOA, two (2) AMOB, three (3) ABIA, one (1) ASIA, one (1) ABIL, and one (1) ASIK. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. This proposal is not considered a substantial change under the Tukwila Municipal Code 18.58.200.7, and falls within the guidelines for an eligible facilities modification. Location: Parcel 3523049037- located at 18800 Orillia Rd South, Tukwila, WA 98188 Associated Files: PL18-0065 Comprehensive Plan Tukwila Valley South (TVS) Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Designation/Zoning District: Tukwila Valley South (TVS) II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the application for a Wireless Telecommunication Facility does comply with applicable City and state code requirements and has approved this application with the following condition. 1. The applicant must apply for a business license to operate the wireless facility at this location. 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 To appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision. 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner costs will be passed through to the appellant. 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 Meredith Sampson who may be contacted at (206)431-3661 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. Dep City i rt of Community Development f Tukwila Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report PREPARED October 18, 2018 NOTIFICATION: Notification is not required for a Type 1 land use application. FILE NUMBER: L18-0076; PL18-0065 APPLICANT: Weston Jorgenson, American Tower Corporation/T-Mobile c/o Powder River Development Services, LLC Agent PROPERTY OWNER: King County - Solid Waste REQUEST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify antenna equipment on an existing monopole and, at antenna level, remove two (2) SBNHH-1D65C-SR antennas, two (2) TMBXX-6516-A2M, eight (8) dipiexers, two (2) FRLB, two (2) FRIG, two (2) FHFB, and three (3) t-arm sector frames and install one (1) low profile antenna platform, two (2) AAFIA antennas, two (2) FFHH-65C-R3, two (2) AHLOA, and relocate all other equipment to new low - profile antenna sector platform. At ground level, remove one (1) ultrasite cabinet, two (2) FSMF, and three (3) FBBC and install one (1) FCOA, two (2) AMOB, three (3) ABIA, one (1) ASIA, one (1) ABIL, and one (1) ASIK. LOCATION: Parcel 3523049037- located at 18800 Orillia Rd South, Tukwila, WA 98188 ASSOCIATED PERMITS: Electrical permits issued through the City of Tukwila will be required for service alteration for any other electrical service work that is anticipated but not noted on the plans, per article 85.12 (B), Washington electrical code. Building and mechanical permits are required for scope of work stated on the submitted plans. SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN Tukwila Valley South (TVS) DESIGNATION: ZONE DESIGNATION: Tukwila Valley South (TVS) STAFF: Meredith Sampson, Assistant Planner ATTACHMENTS: Project Plans for Permit L18-0076 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Page 2 • • Vicinity/Site Information FINDINGS Project Description The applicant is proposing modifying antenna equipment on an monopole by, at antenna level, removing two (2) SBNHH-1D65C-SR antennas, two (2) TMBXX-6516-A2M, eight (8) diplexers, two (2) FRLB, two (2) FRIG, two (2) FHFB, and three (3) T-arm sector frames and installing one (1) low profile antenna platform, two (2) AAFIA antennas, two FFHH-65C-R3, two (2) AHLOA, and relocating all other equipment to new low - profile antenna sector platform. At ground level, removing one (1) ultrasite cabinet, two (2) FSMF, and three (3) FFBC. Installing one (1) FCOA, two (2) AMOB, three (3) ABIA, one (1) ASIA, one (1) ASIK. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. This proposal is not considered a substantial change under the Tukwila Municipal Code 18.58.200.7, and falls within the guidelines for an eligible facilities modification. Existing Development This telecommunications facility is preexisting. Surrounding Land Uses Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: Tukwi(aWA.gov • Page 3 The property is zoned Tukwila Valley South (TVS). Surrounding parcels to the north, south and east of this parcel are also zoned within the TVS zone. Interstate 5 runs to the west of this parcel, and parcels beyond that to the west fall within the jurisdiction of SeaTac. Background In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides location and design requirements for the placement of WCF within the City of Tukwila. In 2016 the city adopted amendments to this ordinance in compliance with the Federal Spectrum Act. Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co - locations and utilizing existing structures are favored over the development of new standalone WCF within the City. TABLE A Type of Porcnit Required, Based on Type of Wireless Communication Facility Zonirg(1) Type of Facility Residential Comrade tndustrilal Addlng antennas to an existing tower a utiity PQia Type Uzi Type 11: Type 1(21 Eligible facilities modification Type t Type t Type 1 Utility pole co4locaton Type 2 Type 2 Type 2 Concealed buirrmg attached Type 2(31 Type 21 Type 1 Nan -concealed builtng adarhed Type 2(4I Type 2 Type 1 New lbws or height adjustment request Type 341 Type 3 Type 3 (1) Zoning for any private/public property or right-of-way Residential — LDR, MDR, or HDR Commercial — 0, MUO, RCC, NCC, RC, RCM, TUC, C/LI or TVS Industrial - LI, HI, MIC/L, or MIC/H (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. The applicant is proposing to modify the antenna equipment on an existing monopole by, at antenna level, removing two (2) SBNHH-1D65C-SR antennas, two (2) TMBXX-6516-A2M, eight (8) diplexers, two (2) FRLB, two (2) FRIG, two (2) FHFB, and three (3) T-arm sector frames and installing one (1) low profile antenna platform, two (2) AAFIA antennas, two FFHH-65C-R3, two (2) AHLOA, and relocating all other equipment to new low - Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 4 profile antenna sector platform. At ground level, removing one (1) ultrasite cabinet, two (2) FSMF, and three (3) FFBC. Installing one (1) FCOA, two (2) AMOB, three (3) ABIA, one (1) ASIA, one (1) ASIK. This site will be a modification to the property and falls within an Eligible Facilities Modification of the Tukwila Municipal Code. Per TMC 18.58.200.7C. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Table 1 (See TMC 18.58.070 for further details) General Requirements Project does comply Project does not comply Not Applicable Notes 1. Generators or other devices which will create noise must comply with TMC 8.22 regarding noise. x 2.Business License Requirement X Applicant will obtain a business license for the property before modification 3.Only safety signage must be placed on the WCF. X 4. Accommodations for parking for maintenance personal must be provided. X This modification does not affect parking. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. X 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. X 7. Antennas shall have the same color scheme as the structure they are located on. X Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov • Page 5 8. WCF poles and towers shall only have safety lights if required by a government agency. X 9. No advertising is permitted on WCF X 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X Table 2 (See TMC 18.58.090 for further details) Adding Antennas to Existing WCF Towers Development Standards Project Does Comply Project Does Not Comply Not Applicable Notes 1. The height must not exceed the height that was approved at the time of the original monopole construction X 2. Antenna shall be pained to match the color scheme of the tower X 3. No limit to the number of antennas the may be located at an existing tower X 4. Feed Tined and coaxial cables are located within the tower X 5. Any exposed feed lines or cables will be painted to match the tower X 6. Cabinet equipment is located within the equipment enclosure X Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 7. Setbacks will not apply when installing antennas to an existing tower X CONCLUSIONS 1. The proposed modifications to the existing WCF will not significantly alter the conditions that currently exist and will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity. 2. As demonstrated in Table 1, the project meets all applicable development standards for a Type 1 WCF. 3. The proposed modifications will not alter the surrounding land uses in terms of traffic and pedestrian circulation, building or site design. 4. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. 5. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type 1 Wireless Telecommunications Facility permit with the following condition: 1. The applicant must apply for a business license to operate the wireless facility at this location. INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. A building and mechanical permit are required for the site work. Please note that the installation of an emergency power disconnect switch is required for Fire Department use. If this cannot be done, please provide a non -ionizing electromagnetic exposure levels report for Roof Top Modeling. Contact Don Tomaso at 206-971-8723 to get more information about permit requirements for the power disconnect switch or non -ionizing electromagnetic report. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov eitii of ufuoita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Shana Markstrom, HEREBY DECLARE THAT: Notice of Application X 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 Other: Was mailed to each of the addresses listed/attached on this 19TH day of OCTOBER, 2018 Project Name: TMOBILE Project Number: PL18-0065 Associated File Number (s): L18-0076 Mailing requested by: MEREDITH SAMPSON Mailer's signature: C:\USERS\DCD-ADMIN\DOCUMENTS\iMAILINGSU FIDAVIT OF DISTRIRUTION.DOC 1J/ 2 T /Y1l•/ l'J3g2M111.1; D. USPS 1 IEMAIL 1,2 1 1 1 1 OWNER KC WASTEWATER TREATMENT ENVIRO PLANNING -OAP APPLICANT AGENT AGENT AGENT AGENT [HANDLING KC ASSESSOR'S OFFICE ACCOUNTING DIVISION CITY OF TUKWILA DEPARTMENT TUKWILA HISTORICAL SOCIETY TUKWILA HISTORICAL SOCIETY 1 NOD 2 STAFF REPORT 201 S JACKSON ST., MS KSC-N SEATTLE W 98104 me WESTON.JORGENSON@POWERRIVERDEV.COM 500 4th AVE, RM# 709A SEATTLE W 98104 Christie.Most@kingcounty.gpv ANA.LE@TUKWILAWA.GOV tukwilahistsociety@tukwilahistory.or& rcwieser@comcast.net 404,4S1 Powder River Development Services, LLC 408 S Eagle Road, Suite 200 Eagle, ID 83616 POWDER RIVER (208) 938-8844 office (208) 938-8855 fax Development Services, LLC www.powderriverdev.com August 17, 2018 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 Subject: Type 1 Wireless Telecommunication Facilities Zoning Application Site No: 414339 / SE03858A / Bow Lake Site Address: 18700 Orillia Road South, Seattle, WA 98188 Parcel # 3523049037 Dear Community Development, Powder River Development Services is representing American Tower Corporation (ATC) regarding the T- Mobile network expansion project on an existing wireless communication facility in the City of Tukwila, referenced above. Scope of Work: AT ANTENNA LEVEL: REMOVE (2) SBNHH-1D65C-SR ANTENNAS, (2) TMBXX - 6516- A2M, (8) DIPLEXERS, (2) FRLB, (2) FRIG, (2) FHFB, AND (3) T-ARM SECTOR FRAMES AND INSTALL (1) LOW PROFILE ANTENNA PLATFORM, (2) AAFIA ANTENNAS, (2) FFHH-65C-R3 AND (2) AHLOA. RELOCATE ALL OTHER EQUIPMENT TO NEW LOW -PROFILE ANTENNA SECTOR PLATFORM. AT GROUND LEVEL: REMOVE (1) ULTRASITE CABINET, (2) FSMF, AND (3) FBBC AND INSTALL (1) FCOA, (2) AMOB, (3) ABIA, (1) ASIA, (1) ABIL, AND (1) ASIK There will be no increase to the existing tower height and there will be no expansion to the existing compound square footage, and therefore will not be a 'substantial change'. All work will be performed within the guidelines/requirements of city code. Enclosed Submittal Documents: • (1) completed WCF application • (1) WCF application checklist • (4) sets of construction drawings • (1) signed/notarized affidavit form • (1) check of $319.74 Upon approval of our application please email me a copy of the approval documents (Owen.Nasonpowderriverdev.com) and further instructions if necessary. With approval, I will move forward with building permit process. If you have any question or need more information, please let me know. Resj ectfully, Owen Nason Powder River Development Services, LLC 208-501-7049 RECEIV0 AUG 27 Liii8 Commury Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. 1 am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 18800 Orlllia Road South, Tukwila Washington for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any Toss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Se6/1/Q (city), _ (state), on M 2(! , 20 /7 (Print Name) Anthony O. Wright, Director (Addres$aclllties Management Division (Phone Number (Signatur RECEIVED AU6 27 21118 Community Development to me known to be the individual who executed the foregoing instrument and acknowledged that he/sh signid the same as his/her voluntary act and deed for the uses and purposes mentioned therein. On this day personally appeared before me SUBSCRIBED AND SWORN TO BEFORE ME ON THIS '40 DAY OF glQ Y PUBL C in and frr th State of Washington residing at My Commission expires on 1depIsmre\City Common \reri`KvbyUuly 26 2015%.W'ireless Communicannn Pacility06-04-1S do:x r20/7 1� 414339 5E03858A COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application. You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre - application meeting or at the time of application submittal. Application review will not begin until it is determined to be complete. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Check items submitted with application Information Required. - Additional materials may be required. APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. X I. Application Checklist (1 copy) indicating items submitted with application. X 2. Completed Application Form and drawings (5 copies). X 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x II". Plans shall be no greater than 24" x 36". X 4. Application Fee: See Land Use Fee Schedule. X 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). N/A 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a 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. X 7. A letter from the applicant describing the proposed project and describing compliance with the City's Code requirements stated in TMC Section 18.58. Include statement whether the proposal is considered a "substantial change" or not as defined by the FCC rules and TMC Section 18.58.200. N/A 8. Sensitive Area studies and proposed mitigation (if required). N/A 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Section 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, W:\@SHAREPOINT FOLDER RESTRUCTURE \Refcrcncc\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPI.ICATIONS\DRAFT Wireless Communication Facility.docx 414339 SE03858A Check items submitted with application Information Required. - Additional materials may be required the applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. If the application requires a Type 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: (Necessary for Type 3) 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 sho property within 500 ft. of the subject lot. 99 9 '1- tab AUG 27 2018 Commun y Development W:\CiSHAREPOINT FOLDER RESTRUCTURE\Rcfcrcnce\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication Facility.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 414339 SE03858A WIRELESS TELE- COMMUNICATION FACILITIES APPLICATION FOR STAFF USE ONLY Planner: File Number: L1y_ (5 Application Complete Date: Project File Number: 4JJ _ Oat Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: T-Mobile cell tower mod 414339 SE03858A BRIEF DESCRIPTION OF PROJECT: Replace antenna equipment on existing cell tower. L700 CIRCLE TYPE : TYPE2 TYPE3 Public Hearing Notices and Hearing Examiner Fees Apply. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 18800 Orilla Road South, Tukwila, WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 3523049037 DEVELOPMENT COORDINATOR : AUG 27 2U18 Commur'.v Development 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: American Tower Corporation / T-Mobile c/o Powder River Development Services, LLC Agent: Owen Nason A uth Eagle Road, Ste 200 Eagle, ID 83616 Phone: 262-385-3175 E-mail: owen.nason@powderriverdev.com Signature: Date: 3/27/2018 W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication Facility.docx T • •Mobile• SITE INFORMATION TOWER MANAGER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 SITE ADDRESS: 18700 ORIWA RD. S SEATTLE, WA 98188 COUNTY: KING LATITUDE: LONGITUDE: GROUND ELEVATION: OCCUPANCY TYPE: ZONING JURISDICTION: ZONING CODE: PARCEL NUMBER: POWER PROVIDER: TELCO PROVIDER: 47.43322' —122.26966' 277' AMSL UNMANNED CITY OF TUKWILA TVS 3523049037 PUGET SOUND ENERGY CENTURYLINK CONTACT INFORMATION A&E SERVICES: POWDER RIVER ENGINEERING SERVICES, LLC. 408 S. EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: TODD HILL PHONE: 406.595.2233 EMAIL: todd.hillOpowderriverdev.com SITE ACQUISITION: POWDER RIVER DEVELOPMENT SERVICES, LLC. 408 S. EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: OWEN NASON PHONE: 208.938.8844 EMAIL: owen.nasonOpowderriverdev.com APPLICANT: T—MOBILE WEST LLC 19807 NORTH CREEK PKWY BOTHELL, WA 98011 CONTACT: MICHAEL REED PHONE: 425-753-0525 EMAIL: MIKE.REED1610T—MOBILE.COM TOWER CONTACT: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 CONTACT: SCOTT ALPHA PHONE: 208.972.9969 EMAIL: scott.alphaOomericantower.com ATC ASSET #: 414339 SITE NAME: BOW LAKE TRANSFER/ USWES SITE NUMBER: SE03858A FILE NAME: 414339 SE03858A L700 FCD REV 0 081718 LOCATION: 18700 ORILLIA RD. S, SEATTLE, WA 98188 47.43322, -122.26966 60' MONOPOLE L700 VICINITY MAP SITE PHOTO Bryn Mawr )M Shorewood Boulevard Park*. t5kyway N! Renton Burien , sTa I r.vrila'� E 2, 1 � ��2 122.269676 ut Kent East Rentoi Highlands 4. NOT TO SCALE.I CAL': DRIVING DIRECTIONS DIRECTIONS FROM SEATAC INTERNATIONAL AIRPORT: DEPART AIRPORT (SOUTH). TAKE RAMP RIGHT FOR WA-518 EAST TOWARD SEATTLE / TACOMA. TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARD PORTLAND / TACOMA. 1-5 SOUTH TAKE THE S. 1B8TH ST EXIT (EXIT 152). STAY LEFT CROSS UNDER 1-5 PROCEEDING EAST. TAKE 2ND LEFT AFTER 1-5 OVER PASS. DRIVE NORTH INTO TRANSFER STATION COMPLEX. SITE IS LOCATED ON LEFT HAND SIDE. LOCK COMBO CODE 0715. THIS SITE IS EQUIPPED WITH THE CYBERLOCK SO ACCESS TO EQUIPMENT REQUIRES ESCORT IF PERSONNEL DOES NOT HAVE OWN KEY. APPLICABLE CODES BUILDING CODE 2015 IBC ELECTRICAL CODE 2017 NEC RECEIVED AUG 272018 Community Development DRAWING INDEX SHEET NO. DESCRIPTION REV T-1 TITLE SHEET 0 GN-1 GENERAL NOTES 0 GN-2 GENERAL NOTES 0 C-1 SITE PLAN 0 C-2 ELEVATIONS 0 C-3 ANTENNA PLANS 0 C-3.1 RFDS 0 C-4 EQUIPMENT DETAILS 0 C-5 EQUIPMENT DETAILS 0 C-6 EQUIPMENT DETAILS 0 C-7 CABINET DETAILS 0 G-1 GROUNDING PLANS 0 G-2 GROUNDING DETAILS 0 SCOPE OF WORK RFDS VERSION 6.4 05/24/18 AT ANTENNA LEVEL, REMOVE (2) SBNHH-1D65C—SR ANTENNAS, (2) TMBXX-6516—A2M, (8) DIPLEXERS, (2) FRLB, (2) FRIG, (2) FHFB, AND (3) T—ARM SECTOR FRAMES AND INSTALL (1) LOW PROFILE ANTENNA PLATFORM (2) AAFIA ANTENNAS, (2) FFHH-65C—R3 AND (2) AHLOA. RELOCATE ALL OTHER EQUIPMENT TO NEW LOW PROFILE ANTENNA SECTOR PLATFORM. AT GROUND LEVEL, REMOVE (1) ULTRASITE CABINET (2) FSMF, AND (3) FBBC AND INSTALL (1) FCOA, (2) AMOB, (3) ABIA, (1) ASIA, (1) ABIL, (1) ASIK. T • •Mobile • A AMERICAN TOWER° Alliii!, lik POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP R 1 T.', REGISTERED \\/ ARCHITECT,41 GLENN WALKER STATE OF WASHINGTON THESE PUNS AND SPECIFICATIONS. AS INSTRUMENTS OF SERVICE. ARE AND SHALL REWJN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE IXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 GENERAL NOTES 1.GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER SHEETS. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 2.WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE LATEST EDITION OF THE BUILDING CODE AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS. 3.OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. 4.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED OT THE ENGINEER SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 5.THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING BUT NOT LIMITED TO BRACING,TEMPORARY SUPPORTS AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONSTRUCTION AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER, WHETHER OF MATERIAL OR WORK, ARE FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6.SAFETY: CONFORM TO ALL APPLICABLE OSHA CONSTRUCTION SAFETY REGULATIONS FOR ALL WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE ENGINEER OR OWNER. 7.ANY PROPRIETARY COMPONENTS, MOUNTS, MATERIALS, CHEMICAL, EPDXY AND WEDGE ANCHORS, AND SHOT PINS SHALL BE EXACTLY AS CALLED FOR IN THESE DRAWINGS. ANY DEVIATIONS SHALL BE APPROVED OR DISAPPROVED BY THE ENGINEER AT THE EXPENSE OF THE ENTITY REQUESTING THE SUBSTITUTION PRIOR TO THE INSTALLATION. 8.THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND CONSTRUCTION DRAWINGS. 9.THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR COORDINATION AND ASSEMBLY OF ALL PARTS OF THE CONSTRUCTION DEPICTED HEREIN. THE CONTRACTOR SHALL PERFORM ANY CONSTRUCTABILITY REVIEW OR COORDINATION DRAWINGS NECESSARY TO IDENTIFY CONSTRUCTABILITY PROBLEMS PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL SERVICE AND OVERALL COORDINATION. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO THE CARRIER CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK. 11. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING STRUCTURES, LANDSCAPING OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT, BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE GOVERNING AGENCY. 15. THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH ALL LOCAL AND STATE AND FEDERAL REGULATIONS. 16. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO CARRIER. 17. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR PERFORM ANY CONSTRUCTION ACTIVITIES UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. IN ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN SPECIFICATIONS AND NOTES ON THE DRAWINGS OR BETWEEN GENERAL NOTES AND SPECIFIC PLANS OR DETAILS, THE ENGINEER SHALL BE NOTIFIED, AND HE/SHE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS PRIOR TO THE INSTALLATION OF THAT PORTION OF WORK. 18. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. 19. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 20. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 21. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 22. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT NOT OTHERWISE SHOWN HEREIN. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR LATERALLY BRACED. 23. GOVERNING AGENCY -APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 24. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. ANY ERROR, OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CARRIER CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. 25. AS -BUILT REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE CARRIERCONSTRUCTIONSUPERVISOR'S REFERENCE DURING G NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS ARE MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE. NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE CARRIER CONSTRUCTION SUPERVISOR FOR THE OWNER'S RECORDS. 26. A CLOSEOUT BOOK CONTAINING THE FOLLOWING, SHALL BE PROVIDED BY THE CONTRACTOR, AS APPLICABLE: A.AS BUILT DESIGN DRAWINGS B.SWEEP TEST RESULTS C.RESISTIVELY TEST D.PHOTO DOCUMENTATION OF: I. UNDERGROUND CONDUITS AND GROUND RING II. ANTENNA, COAX, JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS III. ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK PLANE OF THE ANTENNA IV. GROUND BAR ATTACHMENTS E.SIGNED OFF PERMIT CARDS F.CERTIFICATE OF OCCUPANCY G.RETURN OF KEYS AND/OR ACCESS AUTHORIZATION H.ORIGINAL BUILDING PERMIT SITE WORK NOTES 1.SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUB GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS. 2.REFERENCES: A.DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C.OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) D.AASHTO (AMERICAN ASSOCIATION OF STATE TRANSPORTATION OFFICIALS) 3.INSPECTION AND TESTING: A.FIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE, COMPATION AND CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR'S INDEPENDENT TESTING LAB. B.ALL WORK SHALL BE INSPECTED AND RELEASED BY THE CARRIER CONSTRUCTION SUPERVISOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 4.SITE MAINTENANCE AND PROTECTION: A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF THE WORK UNTIL COMPLETION OF THE CONTRACT. B.CONTACT THE ONE -CALL UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATING ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND UTILITIES VERIFIED. C.AVOID DAMAGE TO THE SITE INCLUDING EXISTING FACILITIES, STRUCTURES, TREES AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING ITEMS THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. D.KEEP SITE FREE OF ALL PONDING WATER. E.CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS. F.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. 5.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE WELL DRAINED AT ALL TIMES. 6.ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 7.PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. 8.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED AND GRUBBED. 9.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING IS NOT PERMITTED. 10. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS, AND ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT SHOWN THAT MIGHT AFFECT OR INTERFERE WITH THE NEW CONSTRUCTION. NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. 11. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACK FILL. ALL EXCESS EXCAVATED, AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN AREA DESIGNATED BY THE CARRIER CONSTRUCTION SUPERVISOR. (UNSUITABLE MATERIAL MAY BE REQUIRED TO BE REMOVED FROM THE SITE.) SECURITY FENCE NOTES 1.PROVIDE AND INSTALL THE GALVANIZED FENCE WITH ASSOCIATED POSTS, RAILS, BRACES, FABRIC, TERMINAL POST, GATES, DROP BAR AND BARBED WIRE. USE APPLICABLE PROVISIONS OF ASTM FOR MATERIALS. 2.FABRIC SHALL BE HEAVY GALVANIZED CHAIN LINK FENCE, CONFORMING TO ASTM A392 2-INCH MESH 9 GAUGE WIRE (0.148 INCHES IN DIAMETER) WITH THE TOP AND BOTTOM SELVAGES TWISTED AND BARBED. 3.POSTS: A.LINE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2-3/8 INCH 0.D. B.END CORNER, PUI I POST AND GATE POST SHALL BE 2-7/8 INCH 0.D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH ALL APPLICABLE ASTM STANDARDS FOR FENCES OVER 8 FEET HIGH, SIZE POST ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 4.TOP RAILS SHALL CONFORM TO 1-1/4 INCH (1.66-INCH 0.D.), SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM4 Al2D. 5.TENSION WIRE SHALL BE 7-GAUGE U.S. STEEL WIRE GALVANIZED IN ACCORDANCE WITH ASTM A116, COATING CLASS III. 6.BRACE BANDS, TENSION BANDS AND TENSION BARS SHALL BE FABRICATED OF 1/8 INCH BY 7/8 INCH GALVANIZED STEEL WITH GALVANIZED STEEL CARRIAGE BOLTS AND NUTS IN ACCORDANCE WITH ASTM4 A123. TENSION BARS SHALL BE 1/4 INCH BY 3/4 INCH GALVANIZED STEEL BAR IN ACCORDANCE WITH ASTM A153. 7.FABRIC TIES SHALL BE CLASS I GALVANIZED STEEL WIRE NO LESS THAN 9-GAUGE. 8.POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON AND SHALL BE GAI VANIZED PER ASTM A15J. 9.BARBED WIRE SHALL CONSIST OF DOUBLE STRANDED 12-1/2 GAUGE WIRE ASTM A121, CLASS 3 WITH 4-POINT BARBS SPACED 5 INCHES APART. THE TOP 1 FOOT OF THE FENCE SHALL CONSIST OF 3 STRANDS OF BARBED WIRE ATTACHED TO 45-DEGREE ANGLE, HEAVY -PRESSED ARMS CAPABLE OF WITHSTANDING WITHOUT FAILURE 250 POUNDS DOWNWARD PULL AT THE OUTERMOST END OF THE ARM. 10. GATE MATERIALS, SUCH AS FABRIC, BOLTS, NUTS, TENSION BARS AND BARBED WIRE SHALL BE CONSISTENT WITH FENCE MATERIALS. 11. THE BOTTOM OF THE FENCE SHALL BE 2 INCHES BELOW THE TOP OF THE COMPOUND GRAVEL IF THE SITE CROSSES FEATURES SUCH AS DRAINAGE DITCHES, ETC., THE FENCE SHALL SPAN THE DEPRESSION. CLOSE THE SPACE BELOW THE BOTTOM OF THE FENCE WITH EXTRA FENCE FABRIC OR BARBED WIRE AS DIRECTED BY THE CARRIER CONSTRUCTION SUPERVISOR. PRIOR TO PLACING COMPONENTS SUCH AS FABRIC, RAILS, TENSION WIRE AND GATES, ENSURE THAT THE CONCRETE POST FOUNDATION HAS REACHED AT LEAST 75% OF ITS DESIGN STRENGTH OR HAS CURED A MINIMUM OF 7 DAYS AFTER SETTING THE POST. 12. FURNISH GATES WITH NECESSARY FITTINGS AND HARDWARE. HINGES SHALL ALLOW SWING GATES TO SWING 180 DEGREES. PLUNGER BARS SHALL HAVE TOP, BOTTOM AND MIDDLE LOCKING POINTS WITH THE MIDDLE POINT ARRANGED FOR PADLOCKING. GATES SHALL HAVE KEEPERS ON EACH LEAF T„Sil�`-, AUTOMATICALLY WHEN THE GATE IS SWUNG OPEN. REPAIR -V 12-rt QE3A�Ty ® DAMAGED IN THE FIELD WITH METHODS AND TECHNIQUES A ffE OTA� MANUFACTURER. AUG 2 7 2010 Community Development T • •Mobile• A AMERICAN TOWER° /04:464Sk POWDER RIVER Engineering Services, LLC www.powdeniverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV OATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED \1\\I ARCHITECT GLENN WALKER STATE OF WASHINGTON OB/17/18 THESE RAMS AND SPECIFCATIOMS. AS INSTRUMENTS OF SERNCE, ARE AND SMALL REAM TIE PROPERTI OF POWDER RIVER DEVELOPMENT WARMS. LLC WHETHER TIE PROJECTS FOR wntn THEY ARE WADE ARE COCOTTE/ OR NOT. THESE DRAWLS AND SPECNIEATIONs SMALL NOT H USED BY ANY PERSON OR 001115 ON OTNER PROJECTS WTMOUT PRIOR MINDEN CONSENT OF TIE OCINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-1 ELECTRICAL NOTES 1. THESE NOTES DESCRIBE THE MINIMUM REQUIREMENT FOR INSTALLATION OF ALL ELECTRICAL SYSTEMS. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2.THE PUBLICATIONS LISTED BELOW FORM PART OF THESE NOTES. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS: A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NFPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION) F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), INCLUDING ALL APPLICABLE AMENDMENTS G. UL (UNDERWRITERS LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 3.THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 4.WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE, AS REQUIRED IN THE CONTRACT DOCUMENTS. 5.ITEMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN FIRST-CLASS CONDITION. 6.SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE CARRIER CONSTRUCTION SUPERVISOR AND BY THE ENGINEER. 7.THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR BEAR THE UL LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEMA STANDARDS WHERE APPLICABLE. 8.CONDUITS: A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC , SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE REQUIREMENTS. C. ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION -TYPE FITTINGS. D. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED. 9.CABLES CONDUCTORS FOR GENERAL WIRING SHALL BE NEC STANDARD ANNEALED COPPER WIRE WITH NEC 600-VOLT INSULATION. A. #8 AND LARGER -STRANDED TYPE, THHN OR THWN. B. #10 AND SMALLER -SOLID TYPE THHN OR THWN. C. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL BE TYPE XHHW. D. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE BUILT-UP ROOFING MATERIAL SHALL BE TYPE XHHW 10. CONVENIENCE OUTLET, UNLESS NOTED OTHERWISE, SURFACE -MOUNTED OUTLETS FOR EXTERIOR LOCATIONS SHALL BE FERALOY, CAD/ZINC ELECTROPLATED WITH THREADED HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE SELF -CLOSING AND GASKETED. SURFACE MOUNTED OUTLETS FOR INTERIOR LOCATIONS SHALL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE, SIERRA PLASTIC STYLE, IVORY COLOR. 11. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE MANUFACTURED TO MEET ALL COAX MINIMUM BENDING REQUIREMENTS. SUPPORTS SHALL BE PROVIDED EVERY 3'-0" ON CENTER. 12. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. 13. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE EXISTING UNDERGROUND SERVICES. 14. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND OTHER ITEMS SHALL BE MADE BY A CARRIER CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS ARE PERMANENTLY INSTALLED. 15. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL. 16. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SITE WORK SPECIFICATIONS. 17. DIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAID. 18. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-INCH TO 100-FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. 19. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION. 20. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET BELOW ROADWAY GRADE. 21. MARK UNDERGROUND CONDUITS WITH A 6-INCH WIDE RED POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS. MARK THE TAPE THUS: CAUTION -BURIED ELECTRICAL CABLE. 22. FOR SEALING CONDUITS, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS J.M. DUXSEAL, OR AN CARRIER -APPROVED SUBSTITUTE. THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR RUBBER -LIKE INSULATIONS, LEAD, ALUMINUM OR FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY. 23. COAXIAL - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. 24. ANTENNA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. 25. LNA/MHA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. GROUNDING NOTES 1. THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS. 2.APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED IN THIS SPECIFICATION INCLUDE THE FOLLOWING: A. FENCE AND GATE POSTS B. ELECTRICAL POWER SYSTEMS C. GROUNDING ELECTRODES D. GROUND BUS BAR E. SERVICE EQUIPMENT F. ENCLOSURES G. MONOPOLE / LATTICE TOWER H. ICE BRIDGE 3.REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THESE DRAWINGS. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THESE DRAWINGS ARE ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THESE DRAWINGS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS. A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) G. UL (UNDERWRITERS' LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 4.MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, BUT NOT LIMITED TO, GROUNDING ELECTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. WHERE MORE THAN ONE TYPE OF COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS WHICH COMPLY WITH NEC, UL, AND IEEE REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICATED. A. GROUNDING: I. THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND LOCAL CODES. II. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL PERFORM A GROUND -RESISTANCE -TO -EARTH TEST. SHOULD THE INSTALLATION HAVE A RESISTANCE OF 5 OHMS OR MORE, CONTRACTOR SHALL INSTALL MORE GROUND RODS AS NECESSARY SO THAT THE OVERALL GROUND-TO-EARTHRESISTANCE IS LESS THAN 5 OHMS. in. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, NEC'S "STANDARD OF INSTALLATION," AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. IV. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEMS. V. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH ENCIRCLE THE TOWER AND EQUIPMENT, AND ARE CONNECTED TO EACH DRIVEN GROUND ROD. GROUND TRENCH SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. VI. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUEING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN UL 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. VII. APPLY CORROSION -RESISTANT FINISH (NO-OX OR CARRIER -APPROVED EQUIVALENT) TO FIELD -CONNECTIONS, AT COPPER GROUND BARS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED, OR ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION PROCESS. VIII. ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS, WHEN A NEW GROUNDING SYSTEM IS INSTALLED, THE CONTRACTOR SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING WATER TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE MAY BE AT A MINIMUM OF ONE LOCATION SO THAT THEY ARE AT THE SAME VOLTAGE POTENTIAL. IX. ALL TOWER AND TOP GROUND WIRES SHALL BE SUPPORTED EVERY TWO FEET MAXIMUM. B. GROUND RODS: I. GROUND RODS SHALL BE 5/8" DIAMETER WITH 8'-0" EMBEDMENT MIN., COPPER CLAD DRIVEN ROD(S). II. GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS TO CREATE A GROUND RING AS SHOWN ON THE DRAWINGS. III. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM OF 8'-0" AND A MAXIMUM SPACING OF 10'-0" ON CENTER. IV. GROUND RODS SHALL BE BURIED BELOW THE FROSTLINE. AT NO TIME SHALL THIS DEPTH BE LESS THAN 18" BELOW FINISHED GRADE. V. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE ENTIRE 10'-0", SHALL BE DRIVEN AT AN ANGLE NOT GREATER THAN 45 DEGREES (NEC 250-83 AND 250-84). VI. GROUND ROD LOCATIONS SHALL BE NOTED ON THE AS -BUILT DRAWING COMPLETE WITH DIMENSIONS. VII. PROVIDE GROUND TEST WELLS SHOWN ON THE CONSTRUCTION DRAWINGS. C.GROUND CONDUCTOR: I. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID (#2 AWG) WIRE. BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT MINIMUM DEPTH OF 36" BELOW GRADE. II. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE SPLICES, TEES AND ALL GROUND ROD CONNECTIONS. MOLD, WELD KITS, ETC., SHALL BE MANUFACTURED BY CADWELD AND SHALL BE I NSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. III. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND C STRAIGHTEST DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE INSTALLED AS FOLLOWS: IV. ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TO THE GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) V. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12-INCH MINIMUM BENDING RADIUS. VI. WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE ROUTED AT 90-DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS AT 90 DEGREES, WITH THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION. 5.PREPARATION: A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE FREE OF PAINT, GALVANIZING DIRECT CORROSION, ETC. B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD GALVANIZE, OR PAINTED TO MATCH ORIGINAL SURFACE. 6.EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY CARRIER CONSTRUCTION SUPERVISOR AND ENGINEER OF RECORD IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR A MINIMUM OF 24 HOURS PRIOR TO TRENCH BACK FILL. ALL WORK DONE BELOW FINISHED GRADE SHALL BE INSPECTED BY THE CONSTRUCTION SUPERVISOR DURING THAT PERIOD. 7.GROUND TESTING: A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE WITH THE METHODS OF MEASUREMENT DEFINED IN THE FALL OF POTENTIAL METHOD. B.TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 HERTZ AND SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT CURRENT PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH. C. PRIOR TO TESTING, THE CONTRACTOR SHALL DE -ENERGIZE ALL POWER SOURCES, DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD, WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES. D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE HAZARDS INVOLVED. E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND TEST AS OUTLINED. ALL TEST RESULTS SHALL BE FORWARDED TO THE CARRIER CONSTRUCTION SUPERVISOR FOR APPROVAL. RECEIVED AUG 27 2018 Commurfty Development T • •Mobile • A AMERICAN TOWER' 410t4bPk POWDER RIVER Engineering Services, LLC www.powdeniverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV GATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PLANS AM SPECIFICATIONS. AS INSTRUMENTS OF SERVICE. ARE Alm SNAIL RERAN ME PROPERTY OF PONDER RIVER DEVELOPMENT SERVICES. U.0 WITHER ME PROJECTS !di WO. THEY ARE MADE ARE EXECUTED OR MDT. THESE OPAWINCS AND S000*1CATIONS SMALL MOT BE USED BY AM PERSON OR CHITTY ON OTTER PROJECTS WITHOUT PRIOR WRR' IEM CONSENT OF THE EMIMEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-2 ONRAMP TO NORTHBOUND 1-5 EXISTING ACCESS ROAD X X X EXISTING VEGETATION X EXISTING T-MOBILE PPC/TELCO CABINET ON CONCRETE PAD EXISTING T-MOBILE CONCRETE EQUIPMENT PLATFORM EXISTING T-MOBILE PURCELL CABINET EXISTING T-MOBILE ULTRASITE CABINET TO BE REMOVED PROPOSED T-MOBILE (1) AMOB, (1) ABIL, (1) ASIK EXISTING T-MOBILE FCOA CABINET EXISTING T-MOBILE FSMF (2) AND FBBC (3) E REMOVED X X EXISTING TRANSFORMER EXISTING HANDHOLE EXISTING T-MOBILE ICE BRIDGE PROPOSED T-MOBILE (1) AMOB,(3) ABUT (1) ASIA X EXISTING FENCE --\ X X EXISTING VAULT EXISTING ICE BRIDGE (OTHERS) EXISTING T-MOBILE H-FRAME — EXISTING T-MOBILE TO REMAIN (1 TOTAL) EXISTING MONOPOLE EXISTING UTILITY H-FRAME (OTHERS) PROPOSED T-MOBILE FCOA CABINET EXISTING EQUIPMENT PLATFORM (OTHERS) DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. EXISTING CONCRETE WALL EXISTING VEGETATION AUG 27 2018 ORILLIA ROAD SITE PLAN Community Development SCALE: 1/8" = 1'-0" (11x17) 1 T. • •Mobile• A AMERICAN TOWER' 4004‘4SSiA POWDER RIVER Engineering Services, LLC www.powdeniverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED \\I ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 PIM PANS MID SEC AS DGTRIJYENTS OF SOMCE. ARE MO SHALL MINN TIE VROPER, OF POWER RIVER DEVELOPMENT SERVICES. LLC WHETHER DIE PROJECTS FOR MICN NEr ME MADE ARE EXECUTED OR NOT. THESE °RAMNOS MO SPEGFIOATMM6 SMALL POT BE USED BY ANY PERSON OR MCP, ON OTMER PROJECTS WTNWT PRIM WRITTEN CONSEM OF TMC ENGINEER SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: SITE PLAN SHEET NUMBER: C-1 EXISTING T—MOBILE APPURTENANCE LIST: (3) (2) (2) (4) (2) (4) (2) (8) (1) (8) (1) SECTOR FRAMES QUAD PORT ANTENNAS HEX PORT ANTENNAS TMA FRLB FHFB FRIG DIPLEXERS COVP COAX CABLES HYBRID CABLE T.O. LIGHTING ROD TIP • EL. 64.2' (AGL) • T.O. EXISTING ANTENNAS (OTHERS) • EL. 61.2' (AGL) OF EXISTING ANTENNAS (OTHERS) • EL. 58.-0" (AGL) O• E OF EXISTING EMPTY MOUNT (OTHERS) • EL. 48.-0" (AGL) 4 Y T.O. EXISTING T—MOBILE ANTENNAS EL. 41'-0.5" (AGL) EXISTING T—MOBILE ANTENNAS EL. 38'-0" (AGL) EXISTING T—MOBILE TMA TO REMAIN (2 PER SECTOR, 4 TOTAL) EXISTING T—MOBILE FRLB TO BE REMOVED (1 PER SECTOR, 2 TOTAL) EXISTING T—MOBILE COVP TO REMAIN (1 TOTAL) EXISTING T—MOBILE 7/8" COAX CABLES TO REMAIN (8 TOTAL) EXISTING - MONOPOLE EXISTING T—MOBILE COVERED CONCRETE EQUIPMENT PAD GRADE 4. EL. 0'-0" (AGL) T.O. EXISTING MONOPOLE h EL. 60.5' (AGL) EXISTING MICROWAVE (OTHERS) EL. 51'-0" (AGL) EXISTING T—MOBILE FHFB TO BE REMOVED (2 TOTAL) EXISTING T—MOBILE FRIG TO BE REMOVED (1 PER SECTOR, 2 TOTAL) EXISTING T—MOBILE ANTENNAS TO BE REMOVED (2 PER SECTOR, 4 TOTAL) EXISTING T—MOBILE DIPLEXER TO BE REMOVED (4 PER SECTOR, 8 TOTAL) EXISTING T—MOBILE 1-1/4" HYBRID CABLE TO REMAIN (1 TOTAL) EXISTING EQUIPMENT PLATFORM (OTHERS) FINAL T—MOBILE APPURTENANCE LIST: (1) LOW PROFILE ANTENNA PLATFORM (2) MASSIVE MIMO ANTENNAS (2) OCTA PORT ANTENNAS (4) TMA (2) AHLOA (1) COVP (8) COAX CABLES (1) HYBRID CABLE Aba T.O. LIGHTING ROD TIP EL. 64.2' (AGL) h T.O. EXISTING ANTENNAS (OTHERS) Y EL. 61.2' (AGL) osorE OF EXISTING ANTENNAS (OTHERS) EL. 58.-0" (AGL) 4 4 OF EXISTING EMPTY MOUNT (OTHERS) EL. 48.-0" (AGL) EXISTING T—MOBILE TMA (2 PER SECTOR, 4 TOTAL) T.O. PROPOSED T—MOBILE ANTENNAS EL 42'-0" (AGL) PROPOSED T—MOBILE ANTENNAS EL 38'-0" (AGL) PROPOSED T—MOBILE COMMSCOPE FFHH-65C—R3 ANTENNA (1 PER SECTOR, 2 TOTAL) PROPOSED T—MOBILE AHLOA MOUNTED BEHIND ANTENNA (1 PER SECTOR, 2 TOTAL) EXISTING T—MOBILE COVP (1 TOTAL) EXISTING T—MOBILE 7/8" COAX CABLES (8 TOTAL) EXISTING MONOPOLE EXISTING T—MOBILE COVERED CONCRETE EQUIPMENT PAD 4 GRADE EL. 0'-0" (AGL) POWDER RIVER ENGINEERING SERVICES HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCTURE, AND ASSUMES NO RESPONSIBILITY FOR ITS ABILITY TO SUPPORT THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALL BE PERFORMED FOR ALL TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES AND ASSOCIATED EQUIPMENT MOUNTS. T.O. EXISTING MONOPOLE EL. 60.5' (AGL) EXISTING MICROWAVE (OTHERS) EL. 51'-0" (AGL) V PROPOSED T—MOBILE NOKIA AAFIA NRSCALE MM 16T16R B25/B66 200W ANTENNA (1 PER SECTOR, 2 TOTAL) PROPOSED T—MOBILE LOW PROFILE PLATFORM (RMQP-4096—HK OR EQUIVALENT) EXISTING T—MOBILE 1-1/4" HYBRID CABLE (1 TOTAL) EXISTING EQUIPMENT PLATFORM (OTHERS) RECEIVED AUG 27 2018 Community Development TOWER ELEVATION (EXISTING) SCALE 3/32" = 1-0" (11x17) 2 TOWER ELEVATION (PROPOSED) SCALE. 3/32" = 1-0" (11x17) 1 T • •Mobile • A AMERICAN TOWER° /044:SNk POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 903t RJP A 06/12/18 ISSUED FOR REVIEW 90X RJP 8813 REGISTERED \\\// ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 THESE PO NS AHD SPE0FIUTONS. AS INSTRUMENTS OF SEANCE. ARE AND SN*LL MINN DIE PROPERTY Of POWDER WEB DEVELOPMENT SERVICES. LLC *METIER THE PROJECTS FOR WM101 THEY ARE MADE ARE EXECUTED OR NOT. TEE DRAWINGS AND SPCONCATKINS SMALL NOT BE USED 6F ANY PERSON OR ENTITY COI OTHER PROTECTS WITHOUT PRIOR WI TIEN CONSENT Cf THE ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: ELEVATIONS SHEET NUMBER: C-2 ANTENNA SCHEDULE SECTOR ALPHA (RED) BETA ANTENNA POSITION A-1 A-2 B-1 ,(BLUE) B-2 ANTENNA TYPE L700/U2100/G1900 L2100/L1900 L700/U2100/01900 L2100/L1900 AZIMUTH 0' O' 220' 220' RAD CENTER (AGL) 38-0 38-0 38'-0' MODEL COMMSCOPE FFHH-65C—R3 NOKIA AAF1A MASSIVE MIMO COMMSCOPE FFHH-65C—R3 NOKIA MFIA MASSIVE MIMO CABLE LENGTH ±70'-0" POWDER RIVER ENGINEERING SERVICES HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCTURE, AND ASSUMES NO RESPONSIBILITY FOR ITS ABILITY TO SUPPORT THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALL BE PERFORMED FOR ALL TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES AND ASSOCIATED EQUIPMENT MOUNTS. ANTENNA SCHEDULE (PROPOSED) 1 EXISTING T—MOBILE ANTENNAS TO BE REMOVED (2 PER SECTOR, 4 TOTAL) EXISTING T—MOBILE FRIGe TO BE REMOVED (1 PER SECTOR, 2 TOTAL) EXISTING T—MOBILE DIPLEXERS TO BE REMOVED (4 PER SECTOR, 8 TOTAL) EXISTING T—MOBILE FHFB TO BE REMOVED (2 TOTAL) EXISTING T—MOBILE TMAs TO REMAIN (2 PER SECTOR, 4 TOTAL) EXISTING T—MOBILE FRLB8 TO BE REMOVED (1 PER SECTOR, 2 TOTAL) EXISTING T—MOBILE COVP UNIT TO REMAIN (1 TOTAL) EXISTING T—MOBILE T—ARMS PROPOSED T—MOBILE NOKIA AAFIA AJRSCALE MM 16T16R B25/B66 200W ANTENNA (1 PER SECTOR, 2 TOTAL) PROPOSED T—MOBILE AHLOA (1 PER SECTOR, 2 TOTAL) PROPOSED T—MOBILE COMMSCOPE FFHH-65C—R3 ANTENNA (1 PER SECTOR, 2 TOTAL) EXISTING T—MOBILE TMAs (2 PER SECTOR, 4 TOTAL) EXISTING T—MOBILE COVP UNIT (1 TOTAL) PROPOSED T—MOBILE LOW PROFILE PLATFORM (RMQP-4096—HK OR EQUIVALENT) RECEIVED N AUG 27 2018 Community Development ANTENNA PLAN (EXISTING) SCALE N T S 3 ANTENNA PLAN (PROPOSED) SCALE: N.T.S 2 T • •Mobile • A AMERICAN TOWER' Aligillik POWDER RIVER Engineering Services, LLC www.powdeniverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT GLENN WALKER STATE OF WASHINGTON 08/17/18 INESE PLANS AND SPECIFICATIONS. AS INSTRUMENTS OF SFRNCE, ARE AA SNAIL REAM TK PROPERTY 0< POWDER RIVER DEVELOPMENT APPALLS. LLC MNETIER 114E PROJECTS FOR MICN TREY ARE MACE ARE EXECUTED OR NOT. MESS DRAWINGS AND SPECIFICATIONS SMALL NOT EC USED BY ANY PERSON OR ENTT' ON OTHER PROJECTS MT10UT PRICK WRITTEN C0115EM OF M ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: ANTENNA PLANS SHEET NUMBER: C-3 6771 B_R4_2FRIA_Style1A1 BTMAUMTSGSMGRD.jpg AHLOA (600/700Mhz Dual Band) Fa r)I,IIII,,fy,01'1II fll( 11iI;, h I6YI1 Too OVP non. n C DVP - - Hair( cam( Prow d Fiber) AlrMWM LTE A WS•PC S•700.600 A A AWS UMTS 6771B_R4 LTE AWS+PCS+600+700 UMTS AWS+GSM PCS (Only Alpha Sects shown here( u T1 RIA UMTS AWS AAFIA Tti LTE AWS+PCS (Alpha Sector) -cam lit AI ti1 It1 1.1 f01 t01 f0 o (pi c o o (4' o o �O Mai (try ItT? ITTt1.t1111111111lrlr lrrlirl Gamow 1 Pea Apo. SWF UMTS AWS 1111111!.1 ESMB GSM Notes: RECEIVED AUG 27 2018 Community Development RF CONFIGURATION (PROVIDED BY T-MOBILE) SCALE: N T S T • •Mobile • A AMERICAN TOWER'411014; 'NI POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8413 REGISTERED ARCHITECT GLENN WALKER STATE OF WASHINGTON 08 /17/18 THESE PUNS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WTRIOIJT PRIOR WRITTEN CoNsPNT OE THE ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE RFDS SHEET NUMBER: C-3.1 AirScale MAA 16T16R B25/B66 200W AAFIA Dual band massive MIMO, 5G New Radio ready, integrated antenna system AAFIA AirScale MAA 825/66 200W -, 1 Radios EDD LTE/LTE GATE-ho/5Bi RR pow. per Mad 1DOW(16a 6.31V) Bold Specrdtotlea Ax TX Read MI 1710-1760014t 2110-220014H7 Bead 25 1250- 1915 Milt 1930-1995 NHt I,nS.Ewew easdslllM Mend 66: DL 9014112/UL 70M11s. Bw.d 25: DLM. 6514112 Ouupled Me66arINb Mend 66: 4014112, Mead 25:401411 Power Coswmpdles 160044170% kadl. 2400W 100% load on both bands Boltsl6Ndnj N6rimnLlSet0rD48on, Azimuth BeamonnIng ededdUdea &6rnas 0P55, 160AH. 6464 M. 25623414, 1024QAN LI Split LI Ls I RF Ironthaal Mark. CPRI 1Rato7L two 986b/s SEP ports par bard 1lourtbig Walk Pak IP Rating 665 lewd how -46V DC6ange:-40d--5791 RA1640a650a300mm 24L9 CanWnWM AirScale MAA 16T16R B25/B66 200W AAFIA Antenna Details Proms Ban �12 Sand 66 Sand 25 IX I TX Rx 1 Tx Antenna eanIspwatIon &adunn Xy.. Mena 6-tabwm Ming rbma Opwatirg 6eparr.cy 1710-17110 2110-2200 1650.1915 1930-1995 Baarnlounig EHA Ian 61 beard 123 724 >23 >24 AWN. boerwwa0951961beats 1613 1323 15 e9 1423 Bernrwmeq Gain BOBO 62 beam/ 720 721 720 721 AMIAW,boarr+idl6. 62beam, 3434 3224 n!4 33t4 B..nrlwmYy Gain( 4ar g1.d '16 116 118 >1e /uinutMd ber,ue Elbarrd Eks9I0n boanwdtN iypkd PI 6025 5.5 11 0025 5.5 31 6015 5.5 2 1 6005 5.511 INT1Ren1otg a0strisal WO 2,.12' Beam staving rarye 1511 H- 45' Barn stewing tango 1521 e/- 35' USLS W10 > 15 SLS [r6tesimMN with power leperkp ' 20 P.onitoMes4 hfc,a1160'230' I661 > 25 Adw IMwnwdAlatir12a 4303rn RIM a -153 NOKIA NOKIA v- MANUFACTURER: COMMSCOPE MODEL: FFHH-65C—R3 WEIGHT: 127.6 LBS DIMENSIONS: HxWxD: 95.9" x 25.2" x 9.3" FREQUENCY: 617MHz-806 MHz 1695-2360 MHz CONNECTION: (8) 4.3-10 FEMALE NOT USED 5 ANTENNA DETAILS SCALE: N.T.S. 3 ANTENNA INFORMATION SCALE N T S 1 TOP BRACKET BOTTOM BRACKET ANTENNA MOUNTING BRACKET (OR EQUIV.), (TYP.) PROPOSED ANTENNA L Y'.:y was AUG 27 201 Commur.ity Deveioprnent NOT USED 6 NOT USED 4 ANTENNA ATTACHMENT SCALE: N.T.S 2 Ti • •Mobile • A AMERICAN TOWER' POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 88 ] ' REGISTERED 1\\I ARCHr,IT�E.CT� GLENN WALKER STATE, OF WASHINGTON THESE PLANS AND SPECIFICATIONS. AS INSTRUMENTS OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF POWDER RHEA DEVELOPMENT SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED DR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON 0R Dom ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-4 NOKIA ;w ABlA Capacity • User Plane • RFM connectivity (6 RP3 Potts) . UPto6units inDrtt subrack • Housing for ABCA and ASIA plug -ins • Ba_ plane inter.connesxiorts between cards One Subrack Indoor Maximum configuration : • 6 ABIA +2 ASIA + 1 A M I A •■ IP20 rating (Indoor) One Subrack Outdoor Maximum configuration : I IM .- • T„ • ;V I IYY, ,,. t Ips , �m ,t R I "° `" C „, . . I - I-.1 '` • ' , o ° ° rwwaww+wnna a.s�.t�, I +.am►. m• ....it p.... ";M1{,Ntii .._ 6ABIA +2 ASIA +1 AMOB !Nil!. y4mpp;� oarwy...��4p!, . "".:Er; . nNg IP65 rating No boots on ASIA and ABIA fiber/power/Ethernet - Aldwa.walnaw , _ in: i IMMex1. 51! lb lb • V! ' I ' Is & . 11u101 %`M CJ.. ...f♦��t « .. i • - _ _ connectors Core Ma rM; 171•3ft a IeixnaSat B.ele.canllfse FewrnreW art.23 Iso X,so «,.n AHLOA: 600MHz/700MHz Radio (4Tx4Rx RRH) -. - NOTE: No power connections for Radio Module ASIA Common !� Subrack -,,,. . ow rABIAandA:�tnplug-;.s • Control Plane },. ,, .:°. _.. • Traraportcornecirvity Half subrack Half subrack units �/'�/eY�%/�✓/ "Is« ' P t. . itM`r V• Av4,1!. 4d ABIA '/�:'.. .. Ma --•-- • =� -- == _� =�Cor LMPower .TaADwl and o,dPMc Power 4e30w I5W/015W Fun andpoIT awl PIM Cancellation yes'Matti Sandi. Power Marini Yes We11M 137 Ibswltl, no covers& brackets Me Dimensions 6L d�el•lons 560 mm sMOt mm,ib9 non CO nectOe 4 3.19.14 Ports) AHLOA • Tower Based installation only (No Ground installation) • License requirement for MI MO Functions and Dual Band • Utilizes 4.3-10 RF Connector • CPRlfiberfronthaul • Product expected Q2 2018 1 1 1 1. � Subrack �_. ,•. ,�,. ,,. rA. ., e,l ai, ..I ..H,., tir, ,, • ~�I: A A ..• ,, A A 8 F. ,-.,' • Core a CanetDe AecSorn M M-Subrack M I 1 .,. i 7 » ASIA • ■ y i• • w: ,J� • • - . SSSSSSS row' .• ' i �..•--:.:.a-•�.:_ — -• 1 0 O-Sabred. A B ''"" ASIA / ABIA / AMOB DETAIL SCALE. NT S 3 RADIO INFORMATION SCALE N T S 1 �` ICI • � 14111111k 410li4 ,` Il• ►�010 __- 411 liPROPOSED %41 \I , ANTENNA MOUNTING BRACKET, SUPPLIED W/ ANTENNA (TYP) / PROPOSED T-MOBILE ANTENNA RADIO W/ MFG. SUPPLIED MOUNTING HARDWARE 1 ;�. ./ iVE[ AUG 27 2018 Community PROPOSED T-MOBILEDeVEIOpmQnt ANTENNA MOUNTING PIPE OR TOWER LEG NOT USED 4 RADIO MOUNTING DETAIL 2 T ■ ■Mobile ■ A AMERICAN TOWER' POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 881' REGISTERED \\I ARCHITECT GLENN WALKER STATE OF WASHINGTON IJ; s. li Its THESE PLANS AND SPECIFICATIONS. AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF POWDER RNER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SNAIL NOT BE USED BY ANY PERSON 0R ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 EQUIPMENT DETAI LS SHEET NUMBER: C-5 • • A IRE)'4CEO saw. E.wCP REV OEWIIl*M OF MM.. REw01O01MT011T !I1n I' 11A PART LMT 11 11 11 1E 11 IE 11 a 11 1a N 027 a so 10 10 it r M• an 052 11 at 1a M 11 PART MO. laaa MEW AMaUT .M3N 21701aBE 01T1W 0111. mos I1LB1i00 BORE ar E GAMUT 0100M PART OEaCMP110M RIMO Maw T M•M00L0OIWAMMR M•M00 YnMOtMUT M•. 17•1101E51.0 400R100T Oars M• TILE AOEO R00!Mal M•.aiM' MOO Ain 111111 BOLT 02,1400 530E 14TW.111EB W 0 MT •ra r u/0.TIMO0J t1Y IM WE RATS 211.1 021.1411L00MAMBlI 142•M00 Mow moat NM alr OD a Or EM EO 000*04 hp* lrir Or or MBaTRIOD.a ,Tr ■ Mr MOT M OLLVARBEO PIE LOW RIDE[ MTTORM CORNER aar 001 rr10N.o 650V.w200 P11E CR0IE0VER RATE 1ri BvrXaln•S 2•MADLY (M00.1 W MOD HEAVY al M4 NTT P41FBR11ram 0110EMLNT 071.000E TaRAOMET FOR ROWORERMENT TUT W. r MO OM BaT0a 1Ir.01r 400 N. BOLT Oa ROLL TMRL10 AMWE IIAIIBRAI CORIIBI SEMI LEMOTM 0MM 1MY IMM iN 1Tar UMIT ao O 20 u O a 1a Elf 1.n 1a 011 all RCM 271 MLM as Aa e at 1a 1.0 125E 427 OAT n.M Tm.L1W.• TOLERANCE NOTES 1011YMataMM Yl1 10. 074a0t1111.M. tam AIM rB0 .Hie a0M.M7m�a.AREr am, •t om atm. 1A�101R IMH.M 202E a mt. • Re some ammo BMM1ARE210BBaa ALL011MR 11150.1.41. 0 4107 r00T.111LB111111r Mom ti lammonao II !I ,lil�l�ll�l�l 10- TTM OA OMIT AB MOMREO. Ir PROE PLATFORMROUTING WITH T7 PN WEEa- LVE I/r AM SAA MOUIIND OWMA ES. AND NORAIL IVO VD 510E B, 02 wawa CEX 3/24/2014 CUSTOMER OETAIL E l Mo—I BOAC 7H42014 r'w n urn RMQP-4096•14K RMQP-408641K I I I I I a• _• ,_, \Iel 1 a•1 III - 1 ICI IE—.,=.MUG rI /� S 2laeBsE r 2 commi 1 I 7' 201 nity pmen t, AGED.. RAMP 1 MM !MI 774120 DESCELCRIPMN OF REVMONE aL BY PATE .j am 10BWMu..rlNNIA. TOLERANCE NOTES 104sMMMMBSIMt0071E, MMOOWaMM11M.4ARE ER ▪ 0100EB MOM a2�-00 GOMMaRana 12.10.011.00.40 Nam M A•M7 MONISM 011101Y MMOAIMEIM0Eae1 aLBIREMA01MM1a MAIM. AMBI,alA1M1M01 MM . rs"'"1",' r LOW PROFILE PLATFORM WITH 1YIELVE BBIN• ANTENNA MUMS PIPES, AND 1018000E t••..a MSS CEO ^ 3,2422014 RMQP-4096-HK REVISION 1111f011Y WI IO2 d•CUSTOMER BMC7114,2011 RMQP-8096•HK NOT USED 2 3-SECTOR PLATFORM DETAIL 1 T • •Mobile • A AMERICAN TOWER' ..441k4ISSIk POWDER RIVER Engineering Services, LLC www.powderdverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED ARCHITECT GLENN WALKER. STATE OF WASHINGTON r Its 17 la THESE PIANS AND SPECIFCATIONS. AS INSTRUMENTS OF SERIICE, ARE AND SHALL REMAIN ME PROPERTY OF POWDER RIVER DEVELOPMENT SETMCES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-6 • • NSN Flexi Outdoor Cabinet NSN Flexi Cabinet NSN Fiexi Outdoor Cabinet Cabinet will be delivered with custom configuration DESCRIPTION PART NUMBER FCOA CABINET WPUC (powordfrbfbution unit) WPMC twid•band power unkj 470142A 4W955A 4M956A TECHNICAL SPECIFICATION Module Type Input Voltage Output Voltage VVPUC 230 Vac / 36A 44 - 56 VDC / 6000W WPMC i 200 - 250 Vac / 9A i 44 - SO VDC / 1SOOW Bottom view 75 mm (3.0 in) wi 770mm (30.3 in) 770mm (30.3 in) 620 mrn (24.4 in) t>. E E u7 0 0 0 0 Front side Isometric view Front 800 mm (31.5 in) 500mm (19.7 in) 500 mm (19.7 in) with maintenance space Top view ///////////////////// 50 mm (2.0 in) 80 mm (if windbreaker is installed) J ' 113177(1676521 Rt: % iV Los lift. AUG 27 7niP CABINET DETAILS Comm un!:y DPJe1ppm�l If 1 T • •Mobile • A AMERICAN TOWER" POWDER RIVER Engineering Services, LLC www.powderriverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP 8 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP \ 8813 1 REGISTEREDCIUE\\I nxcxnFCT GLENN WALKER STATE OF WASHINGTON THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED eY ANY PERSON OR EN111Y ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: CABINET DETAILS SHEET NUMBER: C-7 EXISTING T—MOBILE CONCRETE EQUIPMENT PLATFORM EXISTING T—MOBILE PURCELL CABINET EXISTING T—MOBILE TEST WELL (TYP) EXISTING T—MOBILE FCOA CABINET LEGEND: ■ EXISTING GROUNDING —\\ RING GROUND WIRE CADWELD CONNECTION (EXOTHERMIC WELD) MECHANICAL CONNECTION GROUND ROD TEST WELL EXISTING T—MOBILE TO REMAIN (1 TOTAL) EXISTING T—MOBILE GROUND ROD S' MIN. (TYP) NOTE: THE GROUNDING PLAN PROVIDED HEREIN IS SCHEMATIC BY NATURE. REFER TO GROUNDING NOTES ON SHEET GN-2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. PROPOSED #2 AWG GROUND FROM FCOA CABINET TO MAIN GROUND RING PROPOSED T—MOBILE FCOA CABINET EXISDTING #6 AWG GROUND FROM SECTOR GROUND BAR TO COLLECTOR GROUND BAR (TYP) PROPOSED T—MOBILE NOKIA MFIA AIRSCALE MM 16T16R B25/666 200W ANTENNA (1 PER SECTOR, 2 TOTAL) PROPOSED T—MOBILE AHLOA (1 PER SECTOR, 2 TOTAL) LEGEND: EXISTING COLLECTOR GROUND BAR GROUND WIRE • MECHANICAL CONNECTION EXISTING SECTOR GROUND BAR IBM lomat NOTE: THE GROUNDING PLAN PROVIDED HEREIN IS SCHEMATIC BY NATURE. REFER TO GROUNDING NOTES ON SHEET GN-2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. PROPOSED #6 AWG GROUND FROM ANTENNA TO SECTOR GROUND BAR (TYP) PROPOSED T—MOBILE COMMSCOPE FFHH-65C—R3 ANTENNA (1 PER SECTOR, 2 TOTAL) EXISTING T—MOBILE TMAs TO REMAIN (2 PER SECTOR, 4 TOTAL) PROPOSED #6 AWG GROUND FROM AHLOA TO SECTOR GROUND BAR (TYP) EXISTING T—MOBILE COVP UNIT TO REMAIN EXISTING T—MOBILE PLATFORM RECEIVED AUG 27 2018 Community Development EQUIPMENT GROUNDING PLAN (TYPICAL) 2 ANTENNA GROUNDING PLAN (TYPICAL) SCALE N.T.S 1 T • •Mobile • A AMERICAN TOWER' 411.11:1;1141L POWDER RIVER Engineering Services, LLC www.pawdeniverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 90% RJP A 06/12/18 ISSUED FOR REVIEW 90% RJP 8813 REGISTERED 1\\I ARCHITECT .� GLENN WALKER STATE OF WASHINGTON 08 /17 /18 THESE PLANS AND SPECIFICATIONS. IS IMSTRLMEMS OF SEANCE. ME MO SHALL REMAIN THE PROPERTY OF PONDER RNER CEKLOPMEM SERVICES. LLC WHETHER 1,E PROJECTS FOR WHICH THEY ME MADE ARE DER/TED OR NOT. DOSE CRAVINGS MD SPECUICATONS SREE NOT BE USED RY AM' PERSON OR EMT' ON OTTER PROJECTS WIFIIOUT PR/OR *RTEN CONSENT OF DIE ENGINEER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GROUNDING PLANS SHEET NUMBER: G-1 4"x24"x1/4" TINNED COPPER GROUND BAR (HAGER OR APPROVED EQUIVALENT) #2 AWG SOLID TINNED COPPER CONDUCTOR TO MAIN GROUND BAR OR EXISTING GROUND RING (TYP.). CADWELD TO BUS BAR AND GROUND RING COPPER BONDING CONDUCTORS TO CABLES AND EQUIPMENT. SEE GROUNDING PLANS FOR DETAILS 3/8" BOLT AND HARDWARE (TYP.) CHERRY BUS BAR INSULATOR (TYP OF 2). NOT USED WHEN DIRECT ATTACHMENT TO TOWER STEEL IS REQUIRED WALL -MOUNT BRACKET OR ANGLE ADAPTER (AS REQUIRED) NOT USED 5 NOT USED 3 GROUND BAR DETAIL SCALE: N.T.S. 1 NOTES: 1. CADWELD "TYPES" SHOWN ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. 2. CONFIRM WITH TOWER OWNER THAT THE USE OF CADWELDS IS ACCEPTABLE, PRIOR TO INSTALLATION. TYPE 2-YA-2 TYPE GT TYPE VS TYPE YA-2 TYPE YGHC AUG 27, th Community Development NOT USED 6 NOT USED 4 CADWELD CONNECTION TYPES 2 T • •Mobile • A AMERICAN TOWER° .4414,16Sk POWDER RIVER Engineering Services, LLC www.powdeniverdev.com BUSINESS LICENSE #: 3004 REVISIONS REV DATE DESCRIPTION INT 0 08/17/18 100% CONSTRUCTION RJP B 08/09/18 ISSUED FOR REVIEW 907E RJP A 06/12/18 ISSUED FOR REVIEW 907E RJP 8813 REGISTERED 1\\I ARCHITECT GLENN WALKER STATE OF WASHINGTON Oa/n n8 THESE PMJWS AND SPE01Ex:0TONS. AS INSTRUYDJTS 0f SERVICE. ARE AND SHALL R(YNN THE PROPERTY CR POWDER RIVER DEPLOYMENT WHAMS. LLC WHETER THE PROJECTS 00R WHICH THEY ARE 0000 ARE MOOED 0R NOT. THESE OMWDILS AHD SPEgi10AT10N5 SHELL NOT BE USED Hf ANY PERSON OR ENTRY ON OTHER PROJECTS WITHOUT PRIOR WRRTEN CdLSENT 0f THE ENC0N(ER. SITE INFORMATION T-MOBILE #: SE03858A ATC #: 414339 18700 ORILLIA RD. S SEATTLE, WA 98188 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2