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HomeMy WebLinkAboutPermit PL18-0088 - T-MOBILE SE03999A - L700 MOD - WIRELESS FACILITYSE03999A L700 M O D 1157200017 PARENT FILE PL18-0088 THIS FILE L18-0103 WIRELESS FACILITY/TYPE 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 13, 2018 NOTICE OF DECISION TO: Max Kvern, Technology Associates EC Inc., OBO T-Mobile Antezana Investments LLC King County Assessor, Accounting Division Agencies with Jurisdiction 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: L18-0103; PL18-0088 Applicant: Charles Li, Glotel Inc., OBO AT&T Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: The applicant is proposing modifying the existing rooftop wireless facility by: removing three (3) existing FSMF from cabinet,four (4) FBBC from cabinet, three (3) existing SBNH-1D65C antennas, fourteen (14) existing diplexers, two (2) existing ultrasite midi cabinets, three (3) FBRG from antenna area; relocating three (3) existing FHFB to antenna mount #1, three (3) existing FRIG to antenna mount #3; installing two (2) new FCOA cabinets, three (3) new FFHH-65C-R3 antenna, three (3) new AHLOA in antenna area, two (2) new AMOB in cabinet, one (1) new ASIA in cabinet, three (3) new ABIA in cabinet, one (1) new ASIK in cabinet, and one (1) new ABIL in cabinet 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 1157200017 located at 15215 52"d Ave S., Tukwila, WA 98188 Associated Files: PL18-0088 Comprehensive Plan Office (0) Designation/Zoning: Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 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. Applicant must apply for a business license to operate the wireless communication 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 or Meredith.Sampson@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. 7S-4° Departm t of Community Development City of T ik ila 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 December 13, 2018 NOTIFICATION: Notification is not required for a Type 1 land use application. FILE NUMBER: L18-0103; PL18-0088 APPLICANT: Max Kvern, Technology Associates EC Inc., OBO T-Mobile PROPERTY OWNER: Antenzana Investments LLC REQUEST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify the existing rooftop wireless facility by: removing three (3) existing FSMF from cabinet, four (4) FBBC from cabinet, three (3) existing SBNH-1D65C antennas, fourteen (14) existing diplexers, two (2) existing ultrasite midi cabinets, three (3) FBRG from antenna area; relocating three (3) existing FHFB to antenna mount #1, three (3) existing FRIG to antenna mount #3; installing two (2) new FCOA cabinets, three (3) new FFHH-65C-R3 antenna, three (3) new AHLOA in antenna area, two (2) new AMOB in cabinet, one (1) new ASIA in cabinet, three (3) new ABIA in cabinet, one (1) new ASIK in cabinet, and one (1) new ABIL in cabinet. LOCATION: Parcel 1157200017 located at 15215 52nd Ave S., 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 DESIGNATION: ZONE DESIGNATION: Office (0) STAFF: Meredith Sampson, Assistant Planner ATTACHMENTS: Project Plans for Permit L18-0103 Office (0) Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Page 2 FINDINGS Vicinity/Site Information Project Description The applicant is proposing modifying the existing rooftop wireless facility by: removing three (3) existing FSMF from cabinet, four (4) FBBC from cabinet, three (3) existing SBNH-1D65C antennas, fourteen (14) existing diplexers, two (2) existing ultrasite midi cabinets, three (3) FBRG from antenna area; relocating three (3) existing FHFB to antenna mount #1, three (3) existing FRIG to antenna mount #3; installing two (2) new FCOA cabinets, three (3) new FFHH-65C-R3 antenna, three (3) new AHLOA in antenna area, two (2) new AMOB in cabinet, one (1) new ASIA in cabinet, three (3) new ABIA in cabinet, one (1) new ASIK in cabinet, and one (1) new ABIL in cabinet. 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 The property is zoned Office (0). The properties to the north and east of this property are also zoned O. Properties to the south of this property are zoned Regional Commercial Mixed Use (RCM) and properties to the west are zoned Low Density Residential (LDR). Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 3 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 Tyler of Permit Required, Biased on, Type of Wheless Communication Facility li) Type of Faoclllty Rmstdentiall Commercial Industrial adding antennas tn. an misting tower or utility Pole Type 191 Type 1JJ: Type 1 EEliigible facilities rnorrfic ati n Type 11 Type 11 Type 1 Utility ;pole co -location Type 2 Type 2 Type 2 Concealed haring attached Type.2g1 Type 201 Type 1 l4otrconce led building. attached Type 201 Type 2 Type 1 New toss or height adjustment rat Type VI Type 3 Type 3 (1) Zoning for any private/public property or right-of-way Residential — LDR, MDR, or HDR Commercial — O, 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 modifying the existing rooftop wireless facility by: removing three (3) existing FSMF from cabinet, four (4) FBBC from cabinet, three (3) existing SBNH-1D65C antennas, fourteen (14) existing diplexers, two (2) existing ultrasite midi cabinets, three (3) FBRG from antenna area; relocating three (3) existing FHFB to antenna mount #1, three (3) existing FRIG to antenna mount #3; installing two (2) new FCOA cabinets, three (3) new FFHH-65C-R3 antenna, three (3) new AHLOA in antenna area, two (2) new AMOB in cabinet, one (1) new ASIA in cabinet, three (3) new ABIA in cabinet, one (1) new ASIK in cabinet, and one (1) new ABIL in cabinet. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 4 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 apply for a business license before operating at this location. 3.Only safety signage must be placed on the WCF. X 4. Accommodations for parking for maintenance personal must be provided. X 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 The site design shall not change. 7. Antennas shall have the same color scheme as the structure they are located on. X New antenna equipment will be painted to match the existing building. 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 No advertising is proposed. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 5 10. Each service provider X The equipment enclosure shall not change. shall be limited to an equipment enclosure of 360 square feet. Table 2 (See TMC 18.58.110 for further details) Non -Concealed Building Mounted Requirements Project Does Comply Project Does Not Comply Not Applicable Notes 1. The proposed facility must meet the height requirements of the applicable zoning category X 2. If building is at or above the maximum height requirements, the antenna must not extend more than 3ft above the existing roof line X 3. Is the proposal utilizing flush mounted antennas X Antennas will be painted to match the color scheme of the buildings. 4. IF not flush mounted, will "shrouds" must be provided for a better visual appearance than exposed antenna equipment X 5. Antennas hall be painted to match the color scheme, of the building(s)/pole X Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 6. Feed lines and coaxial cables will be painted to match the color scheme of the building(s)/pole? X Existing cable locations shall not change. 7. Cabinet equipment is located within the building or on the rooftop X Cabinet equipment shall not change. 8. Is the equipment cabinet located on the ground with a 6-foot-tall fence 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 conditions: 1. Applicant must apply for a business license to operate the wireless communication facility at this location. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 7 INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. A building and mechanical permit are required for the site work. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: SE03999A L700 MOD Project Number: PL18-0088 Associated File Number(s): L18-0103 Date Mailed: 12/14/2018 Mailing requested by: MEREDITH SAMPSON Mailer's signature: SM ❑ Board of Adjustment Agenda Packet ❑ Board of Appeals Agenda Packet ❑ Determination of Non -Significance ❑ Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance ❑ Notice of Action ❑ Notice of Application Parties of Record: ❑ Notice of Application for Shoreline Mgmt Permit CZ Notice of Decision ❑ Notice of Public Hearing ❑ Notice of Public Meeting ❑ Official Notice ❑ Other: SEPA CHECKLIST ❑ Shoreline Mgmt Permit ❑ Short Subdivision Agenda HANDLING 1, 2 max.kvern@taec.net 1, 2 ANTEZANA INVESTMENTS LLC 1 Christie.Most@kingcounty.gov 1 ANA.LE@TUKWILAWA.GOV 1 tukwilahistsociety@tukwilahistory.org 1 rcwieser@comcast.net 1 NoD . 2 STAFF REPORT 923 POWELL AVE SW #101 RENTON, WA 98057 0400 City of Tukwila Department of Community Development `RECEIVED OCT2112018 TUKWILA PUBLIC WORKS File Number PL1 8-0088 L18-0103 LAND USEPERMIT ROUTING FORM TO: []Building r7 Planning []PPblic Works J []Fire Dept. Police Dept. Parks/Rec Project: SE03999A L700 MOD Address: 15215 52 N D AVE S Date 10/24/2018 transmitted: Response requested by: NOVEMBER 7 2018 Staff MEREDITH SAMPSON 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) I W has na cOMPle.145• Plan check date: Comments Update date: of 2GJ20t13 prepared by: Ni Wile 5i4meekt . 0400 TO: City of Tukwila Department of Community Development File Number PL18-0088 L18-0103 LAND USE PERMIT ROUTING FORM Building []Planning []Public Works []Fire Dept. Police Dept. [] Parks/Rec Project: SE03999A L700 MOD Address: 15215 52ND AVE S Date 10/24/2018 transmitted: Response requested by: N OVE M B E R 7, 2018 Staff MEREDITH SAMPSON 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.) Plan check date: ,///-6,.,/c Update date: //�✓ prepared by:. 5 O /aments `._ T-Mobile Site: SE03999A Parkridge 15215 Compliance 18.58.070 General Requirements. The following shall apply to all wireless communication facilities regardless of the type of facility: 1. Noise — Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. Please see the noise report contained within this application package. 2. Signage — Only safety signs or those mandated by other government entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication facilities. Only WCF specific signs shall be located within the facility. 3. Parking — Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. An existing parking lot is located around the building the WCF is located on. 4. Finish — A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. The equipment shall be painted to match existing standards. 5. Design — The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. The site's design shall not change. Please see previously approved permit from 2017 contained within this package. 6. Color — All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. All new T-Mobile Antenna Equipment shall be painted to match the existing building. 7. Lighting — Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is permitted on any tower. N/A 8. Advertising — No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. RECEIVED OCT 16 2018 Devel,.:prr;e.'t N/A 9. Equipment Enclosure — Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building or eligible facilities modifications. T-Mobile's existing equipment area shall not change. 18.58.110 Non -concealed Building Mounted Development Requirements. The following requirements shall apply: 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. The height of the equipment shall not change. 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). Antennas shall be painted to match the color scheme of the buildings. 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). Existing cable location shall not be changed. Please see previously approved permit from 2017 contained within this package. 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, Ll, HI, MIC/L, and MIC/H zones. Cabinet equipment area shall not change Please see previously approved permit from 2017 contained within this package. 18.58.200 Standards for Eligible Facilities Modifications. Per the definitions set forth under section 18.58.200 (and section "6409"), the proposed modifications shall not be considered as "substantial change". Please see the determination below: Per Section "6409" § 1.40001 Wireless Facility Modifications: (4)Eligible support structure. Any tower or base station as defined in this section, provided that it is existing at the time the relevant application is filed with the State or local government under this section. (7)Substantial change. A modification substantially changes the physical dimensions of an eligible support structure if it meets any of the following criteria: (i) For towers other than towers in the public rights -of -way, it increases the height of the tower by more than 10% or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater; for other eligible support structures, it increases the height of the structure by more than 10% or more than ten feet, whichever is greater; The height of the proposed antenna equipment shall not exceed the allotted 10% height limit. (ii) For towers other than towers in the public rights -of -way, it involves adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than twenty feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater; for other eligible support structures, it involves adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet; Appurtenance protrusion shall not extend greater than 20 feet from the existing structure. (iii) For any eligible support structure, it involves installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; or, for towers in the public rights -of -way and base stations, it involves installation of any new equipment cabinets on the ground if there are no pre-existing ground cabinets associated with the structure, or else involves installation of ground cabinets that are more than 10% larger in height or overall volume than any other ground cabinets associated with the structure; (iv) It entails any excavation or deployment outside the current site; (v) It would defeat the concealment elements of the eligible support structure; or (vi) It does not comply with conditions associated with the siting approval of the construction or modification of the eligible support structure or base station equipment, provided however that this limitation does not apply to any modification that is non -compliant only in a manner that would not exceed the thresholds identified in § 1.40001(b)(7)(i) through (iv). Two cabinets shall be replaced with two new cabinets. They shall not surpass the allotted 10% height increase. There shall be no excavation or deployment outside the existing site. October 15, 2018 City of Tukwila Community Development Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: T-Mobile Site: SE03999A Parkridge/15215. Property Address: 15215 52"d Avenue South, Tukwila, WA 98188. Dear Reviewing Parties, T-Mobile is proposing to modify an existing wireless facility located on a rooftop at 15215 52"d Avenue South, Tukwila, WA 98188. The proposed modifications are as follows: REMOVE (3) EXISTING FSMF FROM CABINETREMOVE (4) EXISTING FBBC FROM CABINET, REMOVE (3) EXISTING (SBNH-1D65C) ANTENNAS (1 PER SECTOR). REMOVE (14) EXISTING DIPLEXERS (8 NEAR ANTENNAS, 6 NEAR CABINETS), REMOVE (2) EXISTING ULTRASITE MIDI CABINETS, REMOVE (3) EXISTING FRBG FROM ANTENNA, AREA, RELOCATE (3) EXISTING FHFB TO ANTENNA MOUNT#1, RELOCATE (3) EXISTING FRIG TO ANTENNA MOUNT#3, INSTALL (2) NEW FCOA CABINETS, INSTALL (3) NEW (FFHH-65C- R3) ANTENNA (1 PER SECTOR), INSTALL (3) NEW AHLOA IN ANTENNA AREA, INSTALL (2) NEW AMOB IN CABINET, INSTALL (1) NEW ASIA IN CABINET, INSTALL (3) NEW ABIA IN CABINET, INSTALL (1) NEW ASIK IN CABINET, INSTALL (1) NEW ABIL IN CABINET The following review is being requested at this time: • Type 1— Wireless Telecommunication Facilities Review • Building Permit Review The following items are included as part of the application package: • Wireless Telecommunication Facilities Application Form • Code Compliance Letter • Building Permit Application Form • Construction Drawings (5) • Structural Calculations (2) — 6G DG, 2 £ C 't) o A) L C otY — S rn lahAfi • Copy of previously approved permit • Signed Affidavit of Ownership and Hold Harmless Permission to Enter Property • Noise Report • Fee checks If you have any questions or require additional information to complete your review, please feel free to contact me at (206)-434-7019 or max.kvern@taec.net. Regards, 650 S Orcas Street #R-103 Seattle, WA 98108 www.taec.net RECEIVED OCT 16 2018 Community Development Max Kvern Technology Associates EC, Inc. An authorized representative of T-Mobile Phone: (206) 434-7019 Email: max.kvern@taec.net 650 S Orcas Street #R-103 Seattle, WA 98108 www.taec.net ECN NC .. PAGE 1 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE 1 REVIEWER 1 DATE REV ORIGINATOR DATE I REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 CARRIER T-MOBILE SITE ID SE03999A SITE NAME PARKRIDGE-15215 ADDRESS 15215 52 AVE.S. TUKWILA, WA 98188 ENGINEER FLORIN ARSENE, SE REGISTRATION WA 39177 EXPIRATION DATE 10-21-2018 DATE 06-19-2018 Digitally signed by Florin II Arsene SE DN: cn=Florin Arsene SE, o=APE Inc., ou, email=florin.arsene@apein -c.com, c=US Date: 2018.06.19 09:52:39 -07'00' RECEIVED OCT 16 ?U 13 Comm,:. Developim: 't ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 2 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 1 8-TAEC-01 8 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE II I REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 1 PROJECT SCOPE The scope of this structural design report is as follows: • REMOVE (3) EXISTING FSMF FROM CABINET • REMOVE (4) EXISTING FBBC FROM CABINET • REMOVE (3) EXISTING (SBNH-1 D65C) ANTENNAS (1 PER SECTOR) • REMOVE (14) EXISTING DIPLEXERS (8 NEAR ANTENNAS, 6 NEAR CABINETS) • REMOVE (2) EXISTING ULTRASITE MIDI CABINETS • REMOVE (3) EXISTING FRBG FROM ANTENNA AREA • RELOCATE (3) EXISTING FHFB TO ANTENNA MOUNT #1 • RELOCATE (3) EXISTING FRIG TO ANTENNA MOUNT #3 • INSTALL (2) NEW FCOA CABINETS • INSTALL (3) NEW (FFHH-65C-R3) ANTENNA (1 PER SECTOR) • INSTALL (3) NEW AHLOA IN ANTENNA AREA • INSTALL (1) NEW AMOB IN CABINET • INSTALL (1) NEW ASIA IN CABINET • INSTALL (3) NEW ABIA IN CABINET ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 3 of 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV 1 ORIGINATOR 1 DATE 1 REVIEWER 1 DATE II II REV 1 ORIGINATOR 1 DATE 1 REVIEWER 1 DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 2 SITE CONFIGURATION The new proposed equipment will be mounted on the rooftop of an existing building. ♦ Maik•WP•11•0•V•As/....... magasa Web. rtannsi nnnalnno I __ 7 failme A.0.10.7.10. L.: r_-tita=r 1 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 4 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE 0 A.COCOSILA 06/19/2018 REVIEWER F. ARSENE DATE !LJ REV ORIGINATOR DATE REVIEWER DATE 06/19/2018 3 DESIGN LOADING CONDITIONS 3.1 Seismic The seismic condition assumptions are shown in Table 1. Site Class D was assumed in absence of a soil report. Table 1 — Seismic Data according to 2015 International Building Code. Site Class D Ss 1.471 Si 0.550 SDS 0.981 SD1 0.550 3.2 Wind Basic Wind Speed =110 mph Exposure Type = B ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 5 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKW LA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE039 9A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 4 ANTENNA MOUNT EVALUATION 4.1 Proposed Equipment Data 4.1.1 Proposed COMMSCOPE FFHH-65C-R3 antenna COMMSCOPE: FFHH-65C-R3 RADOME MATERIAL ALUMINUM, LOW LOSS CIRCUIT BOARD RADOME COLOR: LIGHT GRAY DIMENSIONS, IixWxD: NET WEIGHT: RF CONNECTOR: 95.9'x25.2'x9.3' (2437.0xB40.0x235.0min) 127.6 lb (57.9 kg) (4) 4.3 - 10 FEMALE 9.3' ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA ECN NC.. PAGE 6 OF 16 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 P REV ORIGINATOR DATE REVIEWER DATE 4.1.2 Proposed RRU-ALOHA NOKIA: (AIRSCALE DUAL RRH 4T4R B12/71 240W AHLOA RF MODULE TYPE: RRH, 1 UNIT PER SECTOR DIMENSIONS, HxWxD: (WITHOUT BRACKETS) WEIGHT: (MOUNTED WEIGHT) PLAN VIEW 22.05' x 12.13' x 7.44' 83.78 Ills 1 I I. 7.44' I SIDE VIEW FRONT VIEW 4.1.3 Proposed ABIA Baseband NOKIA: AIRSCALE CAPACITY UNIT (ABIA1 DIMENSIONS: 14YX8.6'X 1.1' WEIGHT: 4A1 t . PRODUCT CODE 473098A FUNCTIONS: INDOOR CAPACITY EXTENSION PLUG IN UNIT. HAS 6 OPTDCAL RF INTERFACES UP TO 8 Gbpa OBSAI OR 9.8 Gbpe CPR]. IO-COMPRESSION IS SUPPORTED WITH 3 CPRI LINKS PERSPECTIVE VIEW PERSPECTIVE VIEW: ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC _. PAGE 7 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR 0 A.COCOSILA DATE 1 06/19/2018 REVIEWER 1 DATE F. ARSENE 06/19/2018 REV I ORIGINATOR DATE REVIEWER DATE 4.1.4 Proposed ASIA Baseband NOKIA: AIRSCALE COMMON UNIT (ASIA) DIMENSIONS: WEIGHT: PRODUCT CODE FUNCTIONS: 102" X6.6'X1.T 6.61 I . 473095A INDOOR OOMMON PLUG IN UNIT. INCLUDES TRANSPORT AND CENTRALIZED CONTROL FUNCTIONS FOR SUPPORTED RADIO ACCESS TECHNOLOGIES. Hi emu =1- 1I 361mm(14.2nt 4.1.5 Proposed AMOB Baseband NOKIA: AIRSCALE SUBRACK OUTDOOR (AMOB) DIMENSIONS WEIGHT: INGRESS PROTECTION OPERATING TEMPERATURE: INSTALLATION TEMPERATURE: AIRFLOW DRECTION: CLEARANCES FOR COOLING: COLD START: NOMINAL SUPPLY VOLTAGE INPUT VOLTAGE FIANCE: VOLUME: MASS CAPACITY: POWER CONSUMPT10N: CONDUIT GABLE ENTRY: FEATURE DESCRIPTION PERSPECTIVE VIEW 15.94'XI9.17'X23.62' S0.71 On. CALICO ENCLOSURE) IP55 .A0'C UP TO .WC (WITHOUT SOLAR RADIATION) -20' • •SS'C BACK TO FROM AIRFLOW DIRECTION SUPPORTED FOR HORIZONTAL (FCOA 19' RACK. FLEXI STACK) FRONT TO BACK AIRFLOW DRECTION SUPPORTED FOR VERTICAL WALL AND POLE MOUNTING CASE) 40 mm MINIMUM ON THE BACK AND FRONT SIDE QH FROM 40'C TO.5'C. OPTIONAL 2ND HEATER CAN BE ADDED TO MEET NAM REQUIREMENT. COLD START FROM 40'C 70.5'C N 1 HOUR INSTEAD OF 2 HOURS. 403 _ 57VOC EXTENDED SERVICE VOLTAGE RANGE SUPPORTED .36VDC ...-0OVDC 104.A SUPPORT MAX 191(G INSIDE TYPICAL MAX .265W (ALL FANS AT HIGHEST SPEED). COLD START .6000W (HEATER ON SSW • FANS AT LOW SPEED) 2%13' • 3X1' ON EACH LEFT AND RIGHT SIDE OUTDOOR SUBRACK FOR AIRSCALE SYSTEM MODULE IHOOOR PLUG%N LOUTS. HIGH PERFORMANCE HEAT EXCHANGER 'HEX COMPATIBLE WITH FLED BIS MECHANICS STACIQPLNTHAYAUIPOLORACK INSTALLATION COMPATIBLE WRH THE 3110 PAR 19' RACKS AND CABINETS I T FOLLOWS CLEARANCES AND AIRFLOW RE-0UNREMEN S. POSSBLLE TO INSTALL MHOS INSIDE MCA CABINET. SERVICE DOORS ON FRONT AND REAR SIDES. HEX Assembly(-4U) POU and Hcatcl(-1U) ASIA+ABIA43U) • i„^ PERSPECTIVE VIEW ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ECN NC _. PAGE 8 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR I DATE REVIEWER 1 DATE REV ORIGINATOR I DATE I REVIEWER I DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 4.1.6 Proposed FCOA Cabinet FCOA CABINET n mec,nvc. HriAett 6170af00.3 WEIGHT: 007 ba (FULLY ECHIPPEO) CA9LE. ENTRY: BOTTOM LOCATION -.REFERENCE IUINUFACTURERS SPECIFICATIONS FOR DETAILED EOU/PUENT OIFORIIAT10T1 GECHRE TO FIOORUSTNQ 0 v1002 W O LAG SCREWS WTI rim& DIEM Q CONCRETE: (I) 1.112 BOLTS Wax= C9 FRONT VIEW SIDE vEW Isometric view 750mm (29.5 in) Width 770mm (30,3 In) Font Height 1550mm (61 In) 800 mm (31.5 (n) fiA VIEW 1350 mm (53.2 in) Depth 770(nm 130,3 in) ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 9 of 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV I ORIGINATOR DATE REVIEWER 1 DATE II II REV ORIGINATOR I DATE I REVIEWER 1 DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 4.2 Antennas and RRU Seismic Loadings The seismic coefficients are in accordance with ASCE 7-10 code (Table 13.6-1 Seismic Coefficients for Mechanical and Electrical Components). Seismic coefficients ap 1.0 [-] Rp 1.5 [-] IP 1.0 [-] The seismic force design for each component is determined in accordance with ASCE 7 -10 code (Eq. 13.3-1). 0.4apSDSWp z Fp = (R l �1 + 2 h) \ Ip / Knowing that these components will be located on the rooftop, we assume z = h. Element WP Z h Fp.min FP. max Fp [Ibs] [feet] [feet] [lbs] [Ibs] [Ibs] Commscope FFHH-65C-R3 (N) 127.6 31.33 31,33 37.6 200.3 100.1 HBXX-3319DS-A2M (E) 38,1 31.33 31.33 11.2 59.8 29.9 RRU AHLOA (N) 84 31.33 31.33 24.7 131.8 65.9 FRIG (E) 57.1 31.33 31.33 16.8 89.6 44.8 COVP (E) 20 31.33 31.33 5.9 31.4 15.7 TMZXX-6516-A2M (E) 36.2 31.33 31.33 10.7 56.8 28.4 FHFB (E) 48.5 31.33 31.33 14.3 76.1 38.1 4.3 Antennas and RRU Wind Loadings 4.4 Velocity Pressure The wind loads are determined using the definition of the TIA - 222 - G Standard from the chapter 2.6. We consider the wind directionality factor Kd equal to 0.85 (see Table 26.6-1). ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE03999A Sheet (PAGE 10 OF 16 of REV ORIGINATOR DATE 1 REVIEWER DATE REV ORIGINATOR DATE I REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 The velocity pressure exposure coefficient KZ is determined for the exposure type B: a=7.0 z9=1200ft 2 2 31.33 KZ = 2.01(Z l« 2.01(120017 = 0.709 s/ There are no topography features: Kzt = 1 The importance factor: 1 = 1 The velocity pressure, qZ, is evaluated at the height of the antenna panel mount support, using the equation of the chapter 2.6.9.6 of the same code, for 110 mph basic wind speed: lb qz = 0.00256KZKZtKdV2I = 18.68 ft2 4.5 Proposed Elements To evaluate the lateral force on the proposed equipment, we consider a gust effect factor, GH = 1.5 The wind force is determined using the equation of the chapter 2.6.9.2: FA = gZGH(EPA)A Element 4h GH B H Ca EPA FA [Ibs/ft2] [-] [ft] [ft] [-] [ft2] [Ibs] Commoscope FFHH-65C-R3 18.68 1.5 2.10 7.99 1.40 16.8 470.2 HBXX-3319DS-A2M (E) 18.68 1.5 1.85 4.75 1.40 8.8 246.2 RRU AHLOA (N) 18.68 1.5 1.01 1.84 1.20 1.9 52.1 FRIG (E) 18.68 1.5 1.44 1.98 1.20 2.9 79.9 COVP (E) 18.68 1.5 1.57 1.69 1.20 2.7 74.3 TMZXX-6516-A2M (E) 18.68 1.5 1.00 5.00 1.40 5.0 140.1 FHFB (E) 18.68 1.5 1.05 1.92 1.20 2.0 56.5 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 11 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKW LA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE039 9A Sheet of REV ORIGINATOR 0 A.COCOSILA DATE 06/19/2018 REVIEWER I DATE I REV I ORIGINATOR DATE I REVIEWER DATE F. ARSENE 06/19/2018 5 ANTENNA AND RRU'S MOUNT ASSESSMENT 5.1 Element Check We assume that the new Antenna and RRU will be mounted on existing 2" diameter vertical pipes. The vertical pipes are installed on a frame mount, made of L2.5x2.5x4 horizontal rails, L2.5x2.5x4 diagonals, L2x2x4 double angles, and 3" diameter pipes for legs. The frame is fixed on (2) 6x6 wood sleepers. The most onerous load combination for the mount is the wind load combination: 1.2D + 1.0W. We have modeled the proposed configuration in RISA 3D software: 235k 20 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 12 of 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR I DATE REVIEWER 1 DATE REV ORIGINATOR I DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 In this configuration, the 2" diameter vertical pipes are loaded up to 58% of their capacity, the L2.5x2.5x4 horizontal rails are loaded up to 59% of their capacity, L2.5x2.5x4 diagonals are loaded up to 18% of their capacity, L2x2x4 double angles are loaded up to 12% of their capacity, 3" diameter pipes are loaded up to 4% of their capacity and the wood sleepers are loaded up to 12% of their capacity. The existing mount is adequate for the existing and proposed antennas and RRUs. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 13 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV I ORIGINATOR I DATE REVIEWER 1 DATE li 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 REV 1 ORIGINATOR I DATE I REVIEWER 1 DATE 6 FCOA Cabinet 6.1 Seismic Loading We consider for all existing elements, the seismic coefficients in accordance with ASCE 7-10 code (Table 13.6-1 Seismic Coefficients for Mechanical and Electrical Components). Seismic coefficients ap 1.0 [-] Rp 2.5 [-] Ip 1.0 [-] The seismic force design for each component is determined in accordance with ASCE 7-10 code (Eq. 13.3-1). F 0.4apSpsWp(1+2h/ P R Ip ) Knowing that these components are in the equipment area, we assume z=h. Element Wp z h Fpn,in Fp, max Fp [Ibs] [feet] [Feet] [Ibsj jibs] [Ibs] FCOA Cabinet 807 1 1 237.5 1266.7 380.0 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC.. PAGE 14 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE II p REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 6.2 FCOA Cabinet Assessment The following loading combination is considered: (0.9 ± 0.2SDs)D + 1.0E We are assuming a minimum distance between the anchorage (lever arm of the weak direction) equal to 25" for the Cabinet. _ 380.0 x 31 ((0.9 — 0.2 x 0.981) x 807) 2 x 25 4 = 93.6 lbs 380.0 4 Tanchor Vanchor = = 95 lbs We assume that the Cabinet is fixed on existing concrete slab by (4) 1/2" Hilti KB-TZ with 2" minimum embedment in concrete. The design tensile strength of (1) 1/2" Hilti KB-TZ with 2" minimum embedment is 3.58 k. The design shear strength of (1) 1/2" Hilti KB-TZ with 2" minimum embedment is 3.57 k. Anchor Bolts for the Battery Cabinet OK. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC .. PAGE 15 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE II I REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 7 PROPOSED EQUIPMENT INSIDE EXISTING RACK The proposed (3) ABIA, (1) ASIA and (1) AMOB will be installed in existing rack. The additional equipment is very light, and the cabinet is usually designed to the maximum load capacity. Existing Cabinet OK by inspection. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NC. PAGE 16 of 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE 0 A.COCOSILA 06/19/2018 REVIEWER F. ARSENE DATE ILJI REV ORIGINATOR DATE REVIEWER DATE 06/19/2018 8 CONCLUSIONS The existing Antenna and RRU's mounts and anchorages of the new cabinet are adequate to support the existing and proposed equipment in accordance to 2015 International Building Code. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) SSA acoustics Stewart • 8urt • Nelsen • Keifler October 12, 2018 Todd Telkamp Technology Associates EC 4122 Factoria Blvd SE, Suite 303 Bellevue, WA 98006 Re: Acoustical Report — T-Mobile SE03999A Parkridge - 15215 Site: 15215 52nd Avenue S, Tukwila, WA 98188 Dear Todd, This report presents a noise survey performed in the immediate vicinity of the proposed T-Mobile telecommunications facility at 15215 52nd Avenue S in Tukwila, Washington. This noise survey extends from the proposed equipment to the nearest properties. The purpose of this report is to document the existing conditions and the impacts of the acoustical changes due to the proposed equipment. This report contains data on the existing and predicted noise environments, impact criteria and an evaluation of the predicted sound levels as they relate to the criteria. Ambient Conditions Existing ambient noise levels were measured on site with a Svantek 971 sound level meter on October 11, 2018. Measurements were conducted as close to the proposed location as possible and the property lines in accordance with the State of Washington code for Maximum Environmental Noise Levels WAC 173-60-020. The average ambient noise level was 62.4 dBA, due primarily to local traffic. Code Requirements The site is located within the City of Tukwila zoning jurisdiction on property with an 0 zoning designation. The nearest receiving properties, to the south, are zoned RCM. Tukwila Municipal Code 8.22.020 defines both 0 and RCM as within Commercial districts. The proposed new equipment consists of equipment support cabinets, which are expected to run 24 hours a day. Under Tukwila Municipal Code 8.22.040 noise from equipment on a within a Commercial district is limited as follows: Commercial District Receiver: Noise is limited to 60 dBA 24 hours a day. RECEIVED OCT 16 2018 Community Development T-Mobile SE03999A Parkridge - 15215 Predicted Equipment Sound Levels The following table presents a summary of the equipment and their associated noise levels: Table 1: E • ui • ment Noise Levels Page 2 Equipment FCOA with 2 AMOB LwA (each) 65 LwA Quantity 2 Total LwA All cabinets combined Combined LwA 68 68 Methods established by ARI Standard 275-2010 and ASHRAE were used in predicting equipment noise levels to the receiving properties. Application factors such as location, height, and reflective surfaces are accounted for in the calculations. The equipment will be located at grade surrounded by a chain link fence. The nearest receiving property is approximately 12 feet south of the equipment. The following table presents the predicted sound level at the nearest receiving property: Table Line 1 2: Predicted Noise Levels: Pro • osed E • ui • ment Cabinets Application Factor Sound Power Level (dBA), Lw1 S 65 2 Q Factor — Near multiple reflective surfaces +6 3 Distance Factor (DF) Inverse -Square Law (Free Field): DF = 20"log (r)+0.5 -22 (12 ft) 4 New Equipment Sound Pressure Level at Receiver, Lpr (Add lines 1 and 2) 49 As shown in Table 2, the sound pressure level from the proposed equipment is predicted to be 49 dBA at the nearest receiving property to the south, which meets the 60 dBA code limit. Noise levels at all other receiving property lines, which are further away, will be also be within the code limits. No mitigation is required. Sincerely, SSA Acoustics, LLP Steven Hedback Technician Joel Esselstrom Acoustical Consultant This report has been prepared for the titled project or named part thereof and should not be used in whole or part and relied upon for any other project without the written authorization of SSA Acoustics, LLP. SSA Acoustics, LLP accepts no responsibility or liability for the consequences of this document if it is used for a purpose other than that for which it was commissioned. Persons wishing to use or rely upon this report for other purposes must seek written authority to do so from the owner of this report and/or SSA Acoustics, LLP and agree to indemnify SSA Acoustics, LLP for any and all resulting loss or damage. SSA Acoustics, LLP accepts no responsibility or liability for this document to any other party other than the person by whom it was commissioned. The findings and opinions expressed are relevant to the dates of the works and should not be relied upon to represent conditions at substantially later dates. Opinions included therein are based on information gathered during the study and from our experience. If additional information becomes available which may affect our comments, conclusions or recommendations SSA Acoustics, LLP reserves the right to review the information, reassess any new potential concems and modify our opinions accordingly. .----- = All documents #"4i ;k --_ • ,�J'4'14 4 l permits, IT AND BUILDING PUBLIC 0 FOR INSPECTIONS INSPECTIONS. PRIOR IF CENTER BEFORE 4 City of Tukwila t1 ' f dr �' 1906 INSPECTION RECORD 2 Inspection Request Line: 206-438-9350 PERMIT 24 hours in advance notice is required to schedule, records, and approved plans shall be available at the be maintained and available to the insner..tnr until final insner•.tinn --> ATTENTION PLEASE IMPORTANT THAT YOU READ THE SEQUENCE OF REQUIRED DEPARTMENT, PLUMBING AND WORKS AND PLANNING "PERMIT CONDITIONS". NO.:P pii--0192.22 RECEIVED OCT 16208 Develo ment inspection are to IS VERY UNDERSTAND FIRE TO YOU cancel, job site annrnval THE GAS or reschedule inspections. prior to the start of any construction. These is nrantarl_ __ _ . — - — READ! 4- "PERMIT CONDITIONS" PACKET -_ INSPECTIONS PIPING, AS WELL AS ALL FIRE DEPARTMENT, REQUIRED SEQUENCE OF REQUESTING FIRE IN THE PROPER ORDER ASK THE PERMIT ALL INSPECTIONS SHALL INSPECTIONS", RESULTS FROM THE FOR THE BUILDING & GAS PIPING, AND SIGNED OFF. ALL AND SIGNED OFF BY DEPARTMENT REQUIREMENTS, REVIEW THE AND ALLOW SUFFICIENT TIME FOR ALL INSPECTIONS SHALL BE COMPLETED REQUESTING BUILDING -FINAL INSPECTION. HAVE QUESTIONS ABOUT THE INSPECTION SEQUENCE OR AN INSPECTOR. _CALLING FOR A BUILDING -FINAL INSPECTION: BE THOSE SPECIAL OFFICIAL MECHANICAL, FIRE THE COMPLETED DEPARTMENT FIRE AND SIGNED OFF. IF THERE ARE "SPECIAL INSPECTIONS SHALL BE COMPLETED AND FINAL INSPECTION AGENCY SHALL BE MADE AVAILABLE AT BUILDING -FINAL INSPECTION. ALL PLUMBING AND ELECTRICAL SHALL BE COMPLETED INSPECTIONS SHALL BE COMPLETED INSPECTOR. -i wuyn- nuvnu..wa..,. _ _, — - 0702 Smoke detector shut-off (test) .- ._ _ r.. .--- 0609 Duct insulation 0703 Mechanical equipment efficiency 0704 Smoke control acceptance (test) 0705 Refrigeration equipment (test) 0708 Gas fireplace insert or wood stove 0710 Type 1 Hood and Duct light test PLUMBING. INSPECTIONS 8004 Ground work 8005 Rough -in plumbing GAS PIPING INSPECTIONS 9001 Underground 9002 Rough -in gas piping WAPermit CenterlApplications-Handouts\Permit Inspection Cards\Inspection Card - building permits (11-2013).docx hh City of Tukwila INSPECTION RECORD Inspection Request Line: 206-438-9350 PERMIT NO.: p`l''v 1'!7% RECEIVED OCT 16 2018 Community Development 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd Insp Inspection Type Status Insp Date Comments Code Initials MISCELLANEOUS INSPECTIONS 0101 Pre-construction/Pre-demolition 0103 Pre-reroof 0104 Remove Stop Work Order FOUNDATION INSPECTIONS 0201 Footing , .0200 Foundation Wall • 0301 Concrete slab perimeter insulation 0202 Footing drains FRAMING INSPECTIONS 0401 Roof sheathing 0412 Underfloor framing — 0413 Wall sheathing/shear 0406 Suspended ceiling . 0409 Framing" 0606 Glazing 0410 Lowest•floor elevation • 0450 Fire and smoke -resistant penetrations quate weather protection for products sensitive 10 adverse weather. LATH OR GYPSUM BOARD INSPECTIONS 0502 Lath and gypsum board fastening (shear walls or fire rated assemblies only) ENERGY EFFICIENCY INSPECTIONS 0601 Wall insulation 0602 Floor insulation 0603 Roof/ceiling insulation 0608 Pipe insulation 0611 Emergency Lighting 0610 Energy efficiency certificate 0613 Lighting equipment and controls MECHANICAL INSPECTIONS 0701 Rough -in mechanical 0702 Smoke detector shut-off (test) —' 0609 Duct insulation 0703 Mechanical equipment efficiency 0704 Smoke control acceptance (test) 0705 Refrigeration equipment (test) 0708 Gas fireplace insert or wood stove 0 0710 Type 1 Hood and Duct light test PLUMBING INSPECTIONS 8004 Ground work 8005 Rough -in plumbing GAS PIPING INSPECTIONS 9001 Underground 9002 Rough -in gas piping W:\Permit CenterWpplicalions-Handouts\Permit Inspection Cards\Inspection Card - building permits (1 I-2013).docx hh Cites of Tukwila INSPECTION RECORD Inspection Request Line: 206-438-9350 PUBLIC WORKS INSPECTIONS 5000 Curb cut, access, sidewalk 5010 Channelization, striping 5020 Fire loop hydrant - 5030 Flood Zone Control 5040 Land altering - 5050 Hauling, moving oversized load . 5060 Landscape irrigation 5070 Sanitary side sewer 5080 Sewer main extension ' 5090 Storm drainage 5100 Street use 5110 Water main extension 5120 Water meter - exempt . 5130 Water meter - permanent - 5140 Water meter - temporary —' 5160 Public Works pre -inspection - 5170 Backflow - irrigation - 5180 Backflow - fire ' 5190 Backflow - water 5200 Erosion measures - install .5210 Erosion measures - final stabilization • 5220 Grease interceptor 5230 Paving, pavement restoration - 5240 Traffic signal 5250 Illumination FIRE INSPECTIONS 6000 Sprinklers 6005 Sprinkler Cover 6010 Fire Alarm . 6020 Hood and Duct 6030 Halon 6040 Monitor 6050 Smoke Dampers PLANNING INSPECTIONS 1220 Exterior finishes (material and colors) required after framing but before starting any exterior work 1230 Soils inspection (required before plantings)_ 1200 Landscaping 1210 Parking 1 1240 Tree Protection Measures FINAL INSPECTIONS 1400 Fire Final 1500 Planning Final 1600 Public Works Final 1800 Mechanical Final 1900 Plumbing Final 2000 Gas Piping Final 2100 Electrical Final ✓ 1700 Building Final' 'ALL REQUIRED FINAL INSPECTIONS MUST BE APPROVED PRIOR TO SCHEDULING A FINAL INSPECTION (1700) BY BUILDING DIVISION. \V:\Permit Centcr\Applications-Handouts\Permit Inspection Cards\Inspection Card - building permits (11-2013).docx hh Parcel No: Address: Citv of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov 1157200017 15215 52ND AVE S Project Name: T-MOBILE DEVELOPMENT PERMIT Permit Number: D17-0133 Issue Date: 8/2/2017 Permit Expires On: 1/29/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: JSH PROPERTIES INC 923 POWELL AVE SW STE 101, RENTON, WA, 98057 MIRANDA GLENN Phone: (509) 557-5130 650 SOUTH ORCAS ST - SUITE R103 , SEATTLE, WA, 98108 NORTH SKY COMMUNICATIONS LLC Phone: (206) 960-2456 11818 SE MILL PLAIN BLVD SUITE 410, VANCOUVER, WA, 98684 NORTHSC857Q4 Expiration Date: 11/25/2017 T-MOBILE 19807 NORTH CREEK PKWY, BOTHELL, WA, 98011 DESCRIPTION OF WORK: T-MOBILE PROPOSES TO REPLACE (2) ANTENNAS WITH (2) NEW ANTENNAS, ADD (1) FRIG, (1) FHFB, AND (8) DIPLEXERS TO AN EXISTING WIRELESS COMMUNICATIONS FACILITY LOCATED ON A ROOFTOP. Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $840.75 Occupancy per IBC: U Water District: 125 Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit end agree to the conditions attached to this permit. Signature: Print Nam Date: (Y� 7 This permit shall become null and void if the work Is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: Verify installation of a clearly labeled, accessible emergency power off switch that de -energizes all power including battery backup power. 9: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be Tess than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 7: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 8: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 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 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 15215 52nd Avenue South, 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 loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6 Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. ss EXECUTED at Tukwila (city), WA (state), on August 15th RECEIVED OCT 16 20!8 Community met Develop Ricardo Antezana ,2018 (Print Name) 15215 52nd Av So, Ste 100 (Address) 206-244-706 (Phone Number) (Si On this day personally appeared before me-\C,?(VAT PcNTe-tPSnk 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. SUBSC {31�D j QRN TO BEFORE ME ON THIS DAY OF 610 5 a�N00TA4 GQ: Y tr._ 0EI.Ga. ';� ci W:VaSHAREPOIN'rd;OLDEZREN:rRUCTURE\ReferenceWPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication Facility.docx NOTARY \. V\'A\Nt residing at My Commission expires on e State of Wash' g�t$on 51(�C� ig 20 t b 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 shows the location of each property within 500 ft. of the subject lot. _ ,„ „ !WT. ,,, OCT 16 2018 Community Development W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication Facility.docx 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. RECEIVED Check items submitted with application Information Required. - Additional materials may be required. OCT 16 2018 Community Development APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. X 1. Application Checklist (1 copy) indicating items submitted with application. X 2. Completed Application Form and drawings (5 copies). X 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x 11". 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). X 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\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Winless Communication Facility.docx CITY OF TUKWILA r REce '`.11 ESS TELE- Department of Community Developm; fy. 6300 Southcenter Boulevard, Tukwila, WA 9 ti1. COMMUNICATION Telephone: (206) 431-3670 OCl 1 6 ACILITIES APPLICATION FOR STAFF USE ONLY Planner: File Number: Lq- . 0 I 0,Sp- Application Complete Date: Project File Number: PL./ 8- -OCg-0 Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: SE03999A L700 Mod BRIEF DESCRIPTION OF PROJECT: Making modifications to an existing wireless facility CIRCLE TYPE : TYPE 2 TYPE 3 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. 15215 52nd Ave. S., Tukwila, WA 98188. Parcel #: 1157200017 . LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 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: Max Kvern Address: 650 S Orcas Street, Room 103, Seattle, WA 98108 Phone: 206-434-7019 E-mail: max.kvern@taec.net Signature: Date: 10/15/18 W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication Facility.docx RGED SHEET SI INAL SIZE OF THIS PLA WASHINGTON STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. THE WASHINGTON STATE BUILDING CODE IS COMPRISED OF THE MODEL CODE EDITIONS BELOW WITH WASHINGTON STATE AMENDMENTS: - 2015 INTERNATIONAL BUILDING CODE - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 INTERNATIONAL MECHANICAL CODE - 2015 INTERNATIONAL FIRE CODE - 2015 UNIFORM PLUMBING CODE - 2015 IECC/WASHINGTON STATE ENERGY CODE - LOCAL CODES AND AMENDMENTS FCC NOTE: THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. CODE COMPLIANCE APPLICANT: T-MOBILE USA INC. 19807 NORTH CREEK PARKWAY NORTH BOTHELL. WA 98011 SITE ADDRESS: 15215 52ND AVE. S. TUKWILA. WA 98188 SITE PARCEL NUMBER: 1157200017 COUNTY: KING COUNTY LATITUDE AND LONGITUDE: N 47'27'59.0". W 122.1B10.4' (ALPHA SECTOR LOCATION) (BASED ON 1A SURVEY DATED: 043/02/2018) PROPERTY OWNER: CIO JSH PROPERTIES INC. 923 POWER AVE. SW., 8101 RENTON. WA 98057 EXISTING/NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY JURISDICTION: ZONING: CITY OF TUKWILA 0 N 47.27'58.0". W 122.18'10.9' (GAMMA SECTOR LOCATION) (BASED ON 1A SURVEY DATED: 06/022016) N 4r2r58.0". W 122•1B10.r (SETA SECTOR LOCATION) (BASED ON to SURVEY DATED: 08/022018) LEGAL DESCRIPTION: PER ASSESSOR FILE: BROOKVALE GARDEN TRS PARCEL B OF TUKWILA SP N0 79.32-SS REC NO 7912050555 SD PLAT DAF - POR TR 1 BROOKVALE GARDEN TRS LY WLY OF 52ND AVE S LESS N 30 FT OF VAC ST ADJ LESS W 20 FT THOF FOR CO RD LESS S 51.00 FT THOF HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, HANDICAP ACCESS REQUIREMENT(S) DO fI APPLY SITE INFORMATION BASED ON RFDS VERSION 8.3, DATED: 05/31/2018: • REMOVE (3) EXISTING FSMF FROM CABINET • REMOVE (4) EXISTING FBBC FROM CABINET • REMOVE (3) EXISTING (SBNH-1D65C) ANTENNAS (1 PER SECTOR) • REMOVE (14) EXISTING DIPLEXERS (8 NEAR ANTENNAS, 6 NEAR CABINETS) • REMOVE (2) EXISTING ULTRASITE MIDI CABINETS • REMOVE (3) EXISTING FRBG FROM ANTENNA AREA • RELOCATE (3) EXISTING FHFB TO ANTENNA MOUNT#1 RELOCATE (3) EXISTING FRIG TO ANTENNA MOUNT/3 NSTALL (2) NEW FCOA CABINETS NSTALL (3) NEW (FFHH-65C-R3) ANTENNA (1 PER SECTOR) NSTALL (3) NEW AHLOA IN ANTENNA AREA NSTALL (2) NEW AMOB IN CABINET NSTALL (1) NEW ASIA IN CABINET NSTALL (3) NEW ABTA IN CABINET NSTALL (1) NEW ASIK IN CABINET NSTALL (1) NEW ABIL IN CABINET PROJECT DESCRIPTION RF ENGINEER: T-MOBILE USA INC. 10807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 CONTACT: ALDRIN DIMABAYAO MOBILE (425) 877-5414 EMAIL: Aldrin. Dimebeyao20T-Mobile corn SITE ACQUISITION: TECHNOLOGY ASSOCIATES EC, INC 850 SOUTH ORCAS STREET. STE. R-103 SEATTLE, WA 98108 CONTACT: SAM BUTLER MOBILE: (426) 8854285 EMAIL: eemuel.butlernteec.net ARCHITECTURE: TECHNOLOGY ASSOCIATES EC. INC 7898 SOUTH HIGHLAND DRIVE, STE. 200 COTTONWOOD HEIGHTS, UT 84121 CONTACT: JOEL R. HARTMAN, PE OFFICE: (802) 8164283 EMAIL'. joelhenman@teec. net ZONING & PERMITTING: TECHNOLOGY ASSOCIATES EC. INC 850 SOUTH ORCAS STREET. STE. R-103 SEATTLE. WA 98108 CONTACT. MAXKVERN MOBILE (200)434-7019 EMAIL'. mao.kvem@teec. net CONSTRUCTION MANAGER: TECHNOLOGY ASSOCIATES EC. INC 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 CONTACT: JOHN SPALLUZZI OFFICE: (425) 749-6001 EMAIL: john.spellu2zi©taec net ENGINEER: ARSENE PROFESSIONAL ENGINEERS INC. 25442 BURNTWOOD LAGUNA NIGUEL CA 92877 CONTACT: FLORIN ARSENE, SE OFFICE: (949) 374-2406 EMAIL Bnrtn.ersenenapeinc corn CONTACT INFORMATION Sroma I,nemel,ona Buddha Impne D•4n Union©_ Smote g So 4ec4me1Q O1aT4ra 9e•• oA New 8 5n,yn9 NOT TO SCALE VICINITY MAP STARTING FROM 19807 NORTH CREEK PARKWAY NORTH. BOTHELL. WA 98011 1. GET ON 1405 S FROM NORTH CREEK PKWY AND NE 105TH ST (0.8 MI) 2. MERGE ONTO 1405 S (12.8 MI) 3. KEEP LEFT TO STAY ON 1406 S (11.2 MI) 4. KEEP LEFT AT THE FORK TO CONTINUE TOWARD SOUTHCENTER BLVD (289 FT) 5. TURN LEFT ONTO SOUTHCENTER BLVD (0.2 MI) 6. TURN RIGHT ONTO 52ND AVE S (407 FT) 7. DESTINATION WILL BE ON THE LEFT DRIVING DIRECTIONS T ••Mobile® SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 •91441:4; LOCAL MAP APPROVAL SIGNAIU L DATE PROJECT MANAGER T-MOBILE RF ENGINEER SITE ACQUISITION CONSTRUCTION MANAGER SITE OWNER 7-MOBILE DEVELOPMENT MANAGER T-MOBILE CONSTRUCTION MANAGER T-MOBILE OPS MANAGER T-MOBILE REGULATORY REVIEW T-MOBILE PROJECT MANAGER T-MOBILE PERMITTING APPROVALS ■ SHEET DESCRIPTION T-1 TITLE SHEET T-2 NOTES & LEGEND A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 ANTENNA PLAN A-3.1 EQUIPMENT PLAN A-4 ELEVATIONS A-5 ELEVATIONS A-6 ANTENNA & GROUND EQUIPMENT DETAILS A-7 ANTENNA MOUNTING SPECIFICATIONS G-1 GROUNDING PLANS G-2 GROUNDING DETAILS RF-1 RF DETAILS RF-2 RF DIAGRAM SHEET INDEX DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS, CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME DIG ALERT Know what's below. CALL before you dig. CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG t-R.AT41 �oF Ar � ,, R �SSIONAL 94. • � QA`' 16.28, WI1ASRy/•omr , *4 ',,' 54777 'GISTS 6' V., r IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THE ARE ACIINC UNDER THE DIRECTION OF A I;CENSED PROFESSIONAL ENGINEER. TO AL TER THIS DOCUMEN I •• ••Mobile®• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology'Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 08/28/2019 NEW RFDS V 0 3 5/31/2018 MGM 0 05/07/2018 L100-CMP4<X2100%CD MGM 04R2/2018 1700-CMP44X290%CD MGM 02/10/201e ISSUED FOR 76%CD REVIEW EL RE`, DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP R' Cmot', ji. OCT 16 2f'i Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPART MEN, FOR BUILDING A CONSTRUCTION SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES 1. THIS FACILITY IS EXEMPT FROM HANDICAP REOUIREMENTS PER 2015 INTERNATIONAL BUILDING CODE SECTION 1103.2.9. THIS FACILITY IS NON -OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES. CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR 70 SUBMITTING BIDS, AND PROCEEDING WITH ANY WORK. 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS. OMISSIONS. OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS. SPECIFICATIONS. & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. CONTACT USA DIG ALERT 800.227.2000 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES. STRUCTURES OR EOUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 0. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY. AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS -BUILT CHANGES, REVISIONS, ADDENDA. OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILTMIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER. WATER. AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER OR GOVERNING AGENCY. 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C. AND ALL OTHER GOVERNING CODES. INCLUDING THE THE MOST RESTRICTIVE CODE SHALL GOVERN. 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS. THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 72. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK. USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS. LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 15, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING. HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE ORAWINGS. 10. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS 70 FILUSEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM. TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 18, THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:1043:C RATING WITHIN 75FT. OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA. (2015 INTERNATIONAL BUILDING CODE 900.1.1 AND SECTION 900.3.1) 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REOUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR APPROVING THE RESULTS. 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REOUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS MANDATED BY THE GOVERNING AGENCY. 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. 24. SITE CONTRACTOR TO CALL DIG ALERT (1-800-227-2800) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (E) PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. 20. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. 28. THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY REVIEW AND THEREFORE DOES NOT REOUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. 20. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. 30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. STORM WATER QUALITY NOTES CONSTRUCTION BMPS: THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. NOTES 1-0 BELOW REPRESENT KEY MINIMUM REOUIREMENTS FOR CONSTRUCTION BMP'S. 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FORA PERIOD GREATER THAN SEVEN CALENDER DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS, SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. A 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 8. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. GENERAL FIRE NOTES: 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE AND ALL GOVERNING CODES. 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.(2015 INTERNATIONAL BUILDING CODE 501.2) 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 800.1) PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-1013 C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 0,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2015 INTERNATIONAL BUILDING CODE 900.1.1 AND SECTION 030.3.1) ABBREVIATION DEFINITION A.B. ABV. ACCA ADD'L A.F.F. A.F.G. ALUM. ALT. ANT. APPRX. ARCH. AWG. BLOG. BLK. BLKG. BM. B.N. BTCW. B.O.F. BAI CAB. CANT. C.I.P. CLG. CLR. COL CONC. CONN. CONST. CONT. DBL. DEPT. D.F. DIA. DIAG. DIM. DWG. DWL. EA. EL. ELEC. ELEV. EMT. E.N. ENG. EO. EXP. EXST.(E) EXT. ANCHOR BOLT ABOVE ANTENNA CABLE COVER ASSEMBLY ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ALUMINUM ALTERNATE ANTENNA APPROXIMATE(LY) ARCHITECT(URAL) AMERICAN WIRE GAUGE BUILDING BLOCK BLOCKING BEAM BOUNDARY NAILING BARE TINNED COPPER WIRE BOTTOM OF FOOTING BACK-UP CABINET CABINET CANTILEVER(ED) CAST IN PLACE CEILING CLEAR COLUMN CONCRETE CONNECTION(OR) CONSTRUCTION CONTINUOUS PENNY (NAILS) DOUBLE DEPARTMENT DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DRAWING(S) DOWEL(S) EACH ELEVATION ELECTRICAL ELEVATOR ELECTRICAL METALLIC TUBING EDGE NAIL ENGINEER EQUAL EXPANSION EXISTING EXTERIOR ABBREVIATION DEFINITION FAB. F.F. F.G. FIN. FLR. FDN. F.O.C. F.O.M. F.O.S. F.O.W. F.S. FT.(') FTG. G. GA. GI. G.F.I. GLB.(GLU-LAM) GPS GRND. HDR. HGR. HT. ICGB. IN.(-) INT. LB.(0) L.B. L.F. L. MAS. MAX. M.B. MECH. MFR. MIN. MISC. MTL. NNO.(0) N.T.S. O.C. OPNG. P/C PCS PLY. PPC PRC P.S.F. P.S.I. P.T. FABRICATION(OR) FINISH FLOOR FINISH GRADE FINISH(ED) FLOOR FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE FOOT(FEET) FOOTING GROWTH (CABINET) GAUGE GALVANIZE(D) GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GLOBAL POSITIONING SYSTEM GROUND HEADER HANGER HEIGHT ISOLATED COPPER GROUND BUS INCH(ES) INTERIOR POUNO(S) LAG BOLTS LINEAR FEET (FOOT) LONG(ITUDINAL) MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NUMBER NOT TO SCALE ON CENTER OPENING PRECAST CONCRETE PERSONAL COMMUNICATION SERVICES PLYWOOD POWER PROTECTION CABINET PRIMARY RADIO CABINET POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED ABBREVIATION DEFINITION PWR. OTY. RAD.(R) REF. REINF. RE0'D. RGS. RRU. SCH. SHT. SIM. SPEC. SO. S.S. STD. STL. STRUC. TEMP. THK. TMA T.N. T.O.A. T.O.C. T.O.F. T.O.P. T.O.S. T.O.W. TYP. U.G. U.L. U.N.O. V.I.F. W W/ WD. W.P. WT. E POWER (CABINET) ) QUANTITY RADIUS REFERENCE REINFORCEMENT(ING) REQUIRED RIGID GALVANIZED STEEL RADIO REMOTE UNIT SCHEDULE SHEET SIMILAR SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK(NESS) TOWER MOUNTED AMPLIFIER TOE NAIL TOP OF ANTENNA TOP OF CURB TOP OF FOUNDATION TOP OF PLATE (PARAPET) TOP OF STEEL TOP OF WALL TYPICAL UNDERGROUND UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VERIFY IN FIELD WIDE(WIDTH) WITH WOOD WEATHERPROOF WEIGHT CENTERLINE PLATE ABBREVIATIONS 1 NEW ANTENNA r..1, EXISTING ANTENNA ® GROUND ROD rr GROUND BUS BAR • MECHANICAL GRND. CONN. ■ CADWELD GROUND ACCESS WELL �E ELECTRIC BOX �T TELEPHONE BOX LIGHT POLE O FND. MONUMENT • SPOT ELEVATION O SET POINT • REVISION CENTERLINE PROPERTY/LEASE LINE MATCH LINE t1 WORK POINT \VV1 GROUND CONDUCTOR T TELEPHONE CONDUIT E ELECTRICAL CONDUIT (POWER) 0 X-% x-x ry ••• ., , • • 1 GROUT OR PLASTER 0 0 0 0 0 0 GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE (E) BRICK (E) MASONRY CONCRETE EARTH GRAVEL ® PLYWOOD SAND I . 1 WOOD CONT. J WOOD BLOCKING UZZEZZZO STEEL T/E OVERHEAD SERVICE CONDUCTORS COAXIAL CABLE A p/F X 0 0 0 FIBER POWER AND FIBER CHAIN LINK FENCING WOOD FENCE - 11r-cm- OVERHEAD POWER LINE UGP GMT UGT BURIED POWER LINE OVERHEAD TELEPHONE UNE BURIED TELEPHONE LINE - V -V - BURIED WATER LINE SS BURIED SANITARY SEWER SO BURIED STORM DRAIN GENERAL NOTES LEGEND NOT USED • rwAAs7.tiyc A 1 / • 1�( JJ z 54777 ,�.� . , 1EOO�V SS/0NAL ECG‘', 8.28.18 • IT LS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 19807 T • •Mobile°• NORTH BOTHELL, CREEK PARKWAY WA 98011 NORTH Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology4 Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 08282018 NEW RFDS V. 8.3 W1/2018 MGM 0 0507/2018 170008P44521001150 MGM A 8802/2018 1795C3474182007.00) MGM A 02/102018 ISSUED FCR 75%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVE! OCT 16 2018 1T''•�c1ommunity JUEP8RCTMENT10W� Idl DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE NOTES 8 LEGEND SHEET NUMBER T-2 JURISDICTION: CITY OF TUKWILA ZONING: D LEXISTING PARKING LOT EXISTING T-MOBILE EQUIPMENT & ANTENNA AREA, FOR ENLARGED SITE PLAN SEE: EXISTING PARKING LOT I� LEI t EXISTING BUILDING (TYP) PROPERTY LINE II 0 a ❑ 0 O ❑ t1 7 LANDLORD SIGNATURE EXISTING ACCESS (TYP) -0 EXISTING TREE (TYP) EXISTING BUILDING (TYP) DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, ROADS AND SETBACKS. c EXISTING PARKING 7 LOT SITE PLAN 20' 0 10' 20' SCALE: 1- • 20.0_ (24 36) (OR) 1/2- • 200" (11:17) 1 rR, ` A7o.A.: SSioNAL HART,y t 6.28.18 54777 G/s - • IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. T • •Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology4Associates ARCHITECTURE 8 ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 08282018 NEW RFDS V. 43 1312018 MOM o OW072010 L700CMP4-4X2100%Co MOM A 0400/2018 LTO.CMPHX2 00%CD MOM A 02/102018 ISSUED FOR 75%C0 REVIEW El. REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP F1ECEWVED OCT 16 2018 Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE SITE PLAN SHEET NUMBER A-1 EXISTING PARKING 7 LOT y s 5 EXISTING/ NEW T-MOBILE ANTENNA AREA, FOR ANTENNA PLAN SEE: 0©Ur V7 EXISTING ROOF EQUIPMENT (TYP.) O O O O O L O a EXISTING ROOFTOP (TYP.) 7 EXISTING/ NEW T-MOBILE ANTENNA AREA. FOR ANTENNA PLAN SEE: ®® L O O O O .. 0— 'sir /.ili;/�A�l 'r��// / EXISTING/ NEW T-MOBILE EQUIPMENT AREA, (ON GROUND LEVEL) FOR EQUIPMENT PLAN SEE: T 1' \J\J 1 O I EXISTING T-MOBILE CABLE TRAY EXISTING CABLE TRAY BY OTHERS O EXISTING ANTENNAS BY OTHERS 4) 6 i 447. / LANDLORD SIGNATURE EXISTING TREE (TYP.) DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES. EASEMENTS. AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS. ROADS AND SETBACKS. EXISTING PARKING 7 LOT IP; 44, EXISTING OVERHEAD TRACKS ENLARGED SITE PLAN SCALE: 1/8' .1*-0" (24x18) (OR) 1/18' • 1%0" (11X17) 1 rNR. ,p R �O FGiSTERti SS,oNAL HARTMk lit, dr O 6.28.18 ASyz L i - 54777 —c.l A A IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. T - •Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE 8 ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 08787018 NEW RFDS V. SS fl31/A18 MGM 0 OSDA2018 L700CMPADQ I00%GO MOLL A 0602/2018 L700CMP4AX280%CD MGM A 02/18Q018 ISSUED FOR 75%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVED OCT 16 2018 Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING CONSTRUCTION SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2 LANDLORD SIGNATURE EXISTING T-MOBILE COVP (2 NEAR ANTENNAS, 2 NEAR CABINETS. 4 TOTAL) TO REMAIN EXISTING T-MOBILE FRIG (1 PER SECTOR, 4 SECTORS, 4 TOTAL) TO REMAIN EXISTING T-MOBILE (TMZXX-6510-A2M) ANTENNA (2 PER SECTOR A & C, 4 TOTAL) TO REMAIN, MIDDLE ANTENNA TO RELOCATED TO MOUNT42 EXISTING T-MOBILE FRBG (1 PER SECTOR. 3 SECTORS, 3 TOTAL) TO BE REMOVED EXISTING T-MOBILE GPS ANTENNA (1 TOTAL) TO REMAIN EXISTING T-MOBILE FHFB (1 PER SECTOR. 4 SECTORS. 4 TOTAL) TO REMAIN EXISTING T-MOBILE ANTENNA MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN EXISTING T-MOBILE (SBNH-1065C) ANTENNA (1 PER SECTOR. 3 SECTORS, 3 TOTAL) TO BE REMOVED EXISTING T-MOBILE (ETTI9V2S12UB) TMA (2 PER SECTOR, 3 SECTORS, 6 TOTAL) TO REMAIN EXISTING T-MOBILE (HB)0X.13190S-A2M) ANTENNA( PER SECTOR B & D, 2 TOTAL) TO REMAIN EXISTING T-MOBILE (C8C1921Y-0S-2X) DIPLEXER (8 NEAR ANTENNAS, 6 ON GROUND, 14 TOTAL) TO BE REMOVED TOWER: FINAL EQUIPMENT INVENTORY -_ SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER MODEL DIMENSIONS (LxWzD) WEIGHT (lBS) • EXISTING TO REMAIN (4) ANTENNA COMMSCOPE TMZXX6516-A2M 59.9' x 12.0' x 6.5' 30.2 REMOVE EXISTING (3) ANTENNA COMMSCOPE SBNH-1065C 90.5' x 11.9' x 7.1' 49.0 EXISTING TO REMAIN (2) COVP RAYCAP RNSNDC-7771-PF•48 20.22' x 18.88' x 7' 20.0 EXISTING TO REMAIN (6) TMA COMMSCOPE ETT19V2S12UB 9.4- x 7.3- x 3.5' 13.9 EXISTING TO REMAIN (4) RRU NOKIA FRIG 23.81' x 17.24' x 7.60" 57.10 EXISTING TO REMAIN (4) RRU NOKIA FHFB 23.0' x 12.6' x 7.8' 48.5 REMOVE EXISTING (3) RRU NOKIA FRBG 22.9' x 12.6' x 0.3' 57.0 EXISTING TO REMAIN (2) ANTENNA COMMSCOPE HBXX-3319DS-A2M 57.0' x 22.2- x 4.9' 38.1 REMOVE EXISTING (8) DIPLEXERS COMMSCOPE C8C1921Y-0S-2X 7.6' x 7.6' x 5.5' 16.5 ADD NEW (3) ANTENNA COMMSCOPE FFHH•65C-R3 05.9' x 25.2' x 9.3' 127.6 ADD NEW (3) RRU NOKIA AHLOA 22.05' x 12.13' x 7.44' 83.78 lOW Eh EXISTING T-MOBILE COVP (2 NEAR ANTENNAS. 2 NEAR CABINETS, 4 TOTAL) EXISTING T-MOBILE FHFB (1 PER SECTOR. 4 SECTORS. 4 TOTAL) NEW T-MOBILE (FFHH65C-R3) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) NEW T-MOBILE AHLOA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE GPS ANTENNA (1 TOTAL) EXISTING T-MOBILE (ETT19V2S12UB) TMA (2 PER SECTOR, 3 SECTORS, 0 TOTAL) EXISTING T-MOBILE ANTENNA MOUNT (1 PER SECTOR, 3 SECTORS. 3 TOTAL) EXISTING T-MOBILE (TMZXX-8510-A2M) ANTENNA (2 PER SECTOR A & C. 4 TOTAL) EXISTING T-MOBILE FRIG (1 PER SECTOR. 4 SECTORS. 4 TOTAL) EXISTING T-MOBILE (HBX(-3319DS-A2M) ANTENNA( PER SECTOR B & D. 2 TOTAL) ANTENNA PLAN (EXISTING) SCALE: 1/2" 0 1'-0' (24x3B) (OR) 1q' 1'-0' (11:17) 1 ANTENNA PLAN (FINAL) SCALE: 1/2" - 1'-0" (24x36) (OR) 1/4" 1'41' (11:17) 2 rR.HARTM A... A R� .0� "c/ST SS�ONAL ti c.A • I l O 4e i 6.28.18 wAsy� 54777 v SSG IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. •T - -Mobile• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 08211/2010 NEW RFDS V. 635'31N016 MGM 0 C607/2015 L70DCMP44A2160%CD MGM A 04170/2016 L70pCMP44%290%CD MGM A 02/162016 ISSUED FOR 75%C0 REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVED OCT 16 2018 Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BU60IN06 CONSTRUCTION SHEET TITLE ANTENNA PLANS SHEET NUMBER A-3 LANDLORD SIGNATURE EXISTING T-MOBILE CONDUIT ENTRY EXISTING NOKIA ULTRASITE MIDI CABINET TO BE REMOVED EXISTING T-MOBILE COVP (2 NEAR ANTENNAS, 2 NEAR CABINETS. 4 TOTAL) TO REMAIN EXISTING NOKIA ULTRASITE MIDI CABINET TO BE REMOVED EXISTING T-MOBILE (CBC1021Y-OS-2X) DIPLEXER (8 NEAR ANTENNAS. 6 ON GROUND, 14 TOTAL) TO BE REMOVED EXISTING T-MOBILE H-FRAME (1 TOTAL) EXISTING CONCRETE PAD (TYP.) GROUND: FINAL EQUIPMENT INVENTORY SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL DIMENSIONS (LAWxD) WEIGHT (LBS) CABINET TYPE (LOCATION OF EQUIPMENT) CABINET QUANTITY EXISTING TO REMAIN (1) BASEBAND NOKIA ESMB 5.25' x 18.8' x 18.28' 24.28 FCOA (1) EXISTING TO REMAIN (2) BASEBAND NOKIA FSME 5.2' x 11.78' x 18.8' 41.8 FCOA (1) REMOVE EXISTING (3) BASEBAND NOKIA FSMF 5.2" x 11.76' x 16.6' 41.9 ULTRASITE MIDI (2) REMOVE EXISTING (4) BASEBAND NOKIA FBBC • - ULTRASITE MIDI (2) EXISTING TO REMAIN (2) COVP RAYCAP RNSNDC-7771-PF-48 20.22' x 18.88' x 7' 20.0 ON EXISTING H-FRAME EXISTING TO REMAIN (3) RRU NOKIA FRIA 5.2' x 11.78' x 15.8' 55.1 FCOA (1) EXISTING TO REMAIN (1) RRU NOKIA FXFB 5.2. x 19.4' x 22.1' 55.1 FCOA (1) REMOVE EXISTING (2) CABINET NOKIA ULTRASITE MIDI TBD TBD ON SLAB (2) REMOVE EXISTING (8) DIPLEXERS COMMSCOPEON C0C1B21 V-DS-2X 2.8'x 7.0'x7.3' 7.9 EXISTING H-FRAME (2) ADO NEW (1) BASEBAND NOKIA ABIL FCOA CABINET (1) ADD NEW (1) BASEBAND NOKIA ASIK FCOA CABINET (1) ADD NEW (3) BASEBAND NOKIA ABIA 14.2' x 8.6' x 1.1' 4.41 FCOA CABINET (1) ADD NEW (1) BASEBAND NOKIA ASIA 14.2' x 8.8' x 1.T 8.8/ FCOA CABINET (1) ADD NEW (1) BASEBAND NOKIA AMOB 13.94' x 19.1Tx 23.82' 50.71 CABINETFCO (1) ADD NEW (2) CABINET NOKIA FCOA 61' x 30.3' x 30.3' 807 FULLY EQUIP. ON SLAB (1) EXISTING T-MOBILE CONDUIT ENTRY EXISTING T-MOBILE COVP (2 NEAR ANTENNAS, 2 NEAR CABINETS. 4 TOTAL) NEW T-MOBILE (1) ABIL, (1) ASIK, AND (1) AMOB INSIDE CABINET aka% AM EXISTING T-MOBILE H-FRAME (1 TOTAL) EXISTING CONCRETE PAD (TYP.) NEW T-MOBILE (3) ABIA, (1) ASIA, AND (1) AMOB INSIDE CABINET EQUIPMENT PLAN (EXISTING) 0 3"6" 1' SCALE: 3/4 " 1'-0" (24x38) (OR) 3/8""1'-0" 1 EQUIPMENT PLAN (FINAL) 0 3"6" 1' SCALE: 3/4 • 1'4" (24x38) (OR) 3/8""1%0"(11x17) 2 0 A.r:.,HAAsi:A444, ,p k Jo 4 SSf�NAL l CA ER- 16.28.18 6 54777 G!srE1:°• ENG • IT LS A VIOLATION OF LAW FOR ANY PERSON. UNLESS MET ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. T •Mobile°U 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 OVOY/018 NEW RFOS V.8.351812018 MGM 0 0507/2018 L700CMP4.02 100%CD MGM A 0407/2016 L700CMP1-4 90%CD MGM A 02/167018 ISSUED FOR 7S%C0 REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVED OCT 16 2018 Community nPVQlnpmant JURISDICTION 4,PROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILD W O A CONSTRUCTION SHEET TITLE EQUIPMENT PLANS SHEET NUMBER A-?1 .TOP OF EXISTING T-MOBILE GPS ANTENNA ELEV. 40.7 AGL Y TOP OF EXISTING T-MOBILE ANTENNAS (BETA, GAMMA, DELTA) ELEV. 35.4' AGL RAD CENTER OF EXISTING T-MOBILE ANTENNAS (BETA DELTA) ELEV. 33.3' AGL RAD CENTER OF EXISTING T-MOBILE ANTENNAS (GAMMA) ELEV. 32.0' AGL RAD CENTER OF EXISTING T-MOBILE ANTENNAS (BETA GAMMA) ELEV. 31.4' AGL TOP OF EXISTING BUILDING PARAPET ELEV. 27.1' AGL TOP OF EXISTING ROOFSURFACE ELEV. 25.5' AGL FINISH GRADE ELEV. 0'-0- REF EXISTING T-MOBILE GPS ANTENNA (1 TOTAL) TO REMAIN EXISTING T-MOBILE (TMZXX-8518-A2M) ANTENNA (2 PER SECTOR A 8 C, 4 TOTAL) TO REMAIN. MIDDLE ANTENNA TO RELOCATED TO MOUNTO2 EXISTING T-MOBILE (SBNH-11)05C) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED EXISTING T-MOBILE ANTENNA MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE FRIG (1 PER SECTOR, 4 SECTORS, 4 TOTAL) TO REMAIN EXISTING T-MOBILE (HBXX-33100S-A2M) ANTENNA (1 PER SECTOR B 8 D, 2 TOTAL) TO REMAIN - �EXISTING T-MOBILE (CBC1821Y-0S-2X) DIPLEXER (8 NEAR ANTENNAS. 8 ON GROUND, 14 TOTAL) TO BE REMOVED EXISTI L NG T-MOBILE HCS HYBRID CABLE (1 TOTAL) w x EXISTING T-MOBILE EQUIPMENT AREA, (ON GROUND LEVEL) FOR EQUIPMENT PLAN SEE: LANDLORD SIGNATURE EXISTING ANTENNA SCREENED ENCLOSURE BY OTHERS (TYP) EXISTING BUILDING (TYP) SOUTH ELEVATION (EXISTING) 0 1.5' 3' 5' SCALE: 3/16' - 1'.O (24X36) (OR) 3/32- - 1'-0' (11x17) 1 elk TOP OF EXISTING T-MOBILE GPS ANTENNA ELEV. 40.7 AGL Y TOP OF EXISTNG 8 NEW T-MOBILE ANTENNAS (BETA, GAMMA, DELTA) ELEV. 35.4' AGL RAD CENTER OFANTENNAS B EXISTING T-MOBILE ANTENETA DELTA) ELEV. 33.3' AGL RLAVT9EAGOLF EXISTING T-MOSILE ANTENNAS (GAMMA) RAD CENTER OF NEW T-MOBILE ANTENNAS (BETA GAMMA) ELEV. 31A'AGL TOP OF EXISTING BUILDING PARAPET ELEV. 27.1' AGL TOP OF EXISTING ROOF SURFACE ELEV. 25.5' AGL A FINISH GRADE q ELEV. 0'.O REF e w EXISTING T-MOBILE GPS ANTENNA (1 TOTAL) NEW T-MOBILE (FFHH65C.43) ANTENNA (1 PER SECTOR. 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE (TMZXX-0518-A2M)ANTENNA (2 PER SECTOR A 8 C, 4 TOTAL) EXISTING T-MOBILE ANTENNA MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) D: 8- x FM EXISTING T-MOBILE FRIG (1 PER SECTOR, 4 SECTORS, 4 TOTAL) EXISTING T-MOBILE (HBXX-3310DS-A2M) ANTENNA (1 PER SECTOR B 8 D, 2 TOTAL) EXISTING T-MOBILE HCS HYBRID CABLE (1 TOTAL) NEW T-MOBILE EQUIPMENT AREA. (ON GROUND LEVEL) FOR EQUIPMENT PLAN SEE: EXISTING ANTENNA SCREENED ENCLOSURE BY OTHERS (TYP) EXISTING BUILDING (TYP) DISCLAIMER: 1. EXISTING TOP OF BUILDING PARAPET AND TOP OF EXISTING T-MOBILE ANTENNAS IS BASED ON 1A SURVEY DATED 06/02/2016, PROVIDED BY AMBIT CONSULTING. 2. ALL NEW T-MOBILE ANTENNA EQUIPMENT IS TO BE PAINTED TO MATCH EXISTING BUILDING. SOUTH ELEVATION (FINAL) 0 1.5' 3' 5' SCALE: 3/16" - 1'.0 (24 36) (OR) 3/32' - 1'-0- (11 xl7) 2 r.QR. ,p 4o *eGI sSr�C�/NAL HART4 • E �• 44 6.28.18�/ WASIYIA, /-�54777 ��0 tiNG • IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. To - •Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 08/262018 NEW RF05 V. 03 5/312018 MGM 0 00072018 1.7008:81P4.402100%CD MGM A 04022018 1.700.CL4P4-40240%CO MGM A 02/18/2018 ISSUED FOR 76%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVED OCT 16 2018 Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR WRONG 8 CONSTRUCTION SHEET TITLE ELEVATIONS SHEET NUMBER A-4 doh TOP OF EXISTING T-MOBILE GPS ANTENNA ELEV. 40.2' AGL TOP OF EXISTING T-MOBILE ANTENNAS (BETA, GAMMA, DELTA) ELEV. 35.4' AGL ▪ RAD CENTER OF EXISTING T-MOBILE ANTENNASTBETA, DELTA) ELEV. 33.3' AGL $TOP OF EXISTING BUILDING PARAPET ELEV. 27.1' AGL TOP OF EXISTING ROOF SURFACE RAD CENTER OF EXISTING T-MOBILE ANTENNAS (GAMMA) ELEV. 32.E AGL / RAD CENTER OF EXISTING T-MOBILE ANTENNAS (BETA GAMMA) ELEV. 31.4' AGL ELEV. 25.5' AGL EXISTING BUILDING (TYP) di FINISH GRADE ELEV. (7-0' REF EXISTING T-MOBILE GPS Al ;1 TOTAL) TO REMAIN EXISTING T-MOBILE (SBNH-1D85C) ANTENNA (1 PER SECTOR. 3 SECTORS, 3 TOTAL) TO BE REMOVED EXISTING T-MOBILE (HBXX-33190S-A2M) ANTENNA (1 PER SECTOR B 8 D. 2 TOTAL) TO REMAIN EXISTING T-MOBILE FRIG (1 PER SECTOR. 4 SECTORS. 4 TOTAL) TO REMAIN EXISTING T-MOBILE (CBC1921Y-OS-2X) DIPLEXER EXISTING ANTENNA SCREENED (8 NEAR ANTENNAS. 8 ON GROUND. 14 TOTAL) ENCLOSURE BY OTHERS (TYP) TO RF RFMOVFf1 EXISTING T-MOBILE (ETT19V2S12UB) TMA (2 PER SECTOR. 3 SECTORS. 0 TOTAL) TO REMAIN EXISTING T-MOBILE ANTENNA MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO REMAIN LANDLORD SIGNATURE TOP OF EXISTING T-MOBILE ANTENNAS (ALPHA) Al Q1I ELEV. 35.T AGL L RAD CENTER OF E( ) TARO ANTENNAS (ALPHA) ELEV. 31.T AGL EAST ELEVATION (EXISTING) 0 1.5' 3' 5' SCALE: 3/16" . 1'-0' (24:36) (OR) 3/32" - 1'-0" (11:17) 1 TOP OF EXISTING T-MOBILE GPS ANTENNA ELEV. 40.2' AGL A TOP OF EXISTING 8 NEW T-MOBILE ANTENNAS (BETA, GAMMA. DELTA) q ELEV. 35.4' AGL ▪ RAD CENTER OF EXISTING T-MOBILE ANTENNAS4BETA. DELTA ELEV. 33.3' AGL ELEVCEN32.T RAOF EXISTING T-MOBILE ANTENNAS (GAMMA) L ▪ RAD CENTER OF NEW T-MOBILE ANTENNAS (BETA,_GAMMA) ELEV. 31.4' AGL TOP OF EXISTING BUILDING PARAPET ELEV. 27.1' AGL TOP OF EXISTING ROOF SURFACE ELEV. 25.5' AGL EXISTING BUILDING (TYP) FINISH GRADE ELEV. 0'-0' REF EXISTING T-MOBILE GPS ANTENNA (1 TOTAL) NEW T-MOBILE (FFHH.85C-R3) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T-MOBILE FRIG (1 PER SECTOR. 4 SECTORS, 4 TOTAL) EXISTING T-MOBILE (HB)X-3319DS-A2M) ANTENNA (1 PER SECTOR B 8 D. 2 TOTAL 7 EXISTING ANTENNA SCREENED ENCLOSURE BY OTHERS (TYP) EXISTING T-MOBILE (TM2048510-A2M) ANTENNA (2 PER SECTOR A 8 C. 4 TOTAL) EXISTING T-MOBILE ANTENNA MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) DISCLAIMER: 1. EXISTING TOP OF BUILDING PARAPET AND TOP OF EXISTING T-MOBILE ANTENNAS IS BASED ON 1A SURVEY DATED 06/02/2018, PROVIDED BY AMBIT CONSULTING. 2. ALL NEW T-MOBILE ANTENNA EQUIPMENT IS TO BE PAINTED TO MATCH EXISTING BUILDING. TOP OF EXISTING T.MOBILE ANTENNAS (ALPHA) ELEV. 35.7 AGL RAD CENTER OF E() TARO ANTENNAS (ALPHA) 4, ELEV. 32.E AGL v r a �? Y ,• \ t y. , ` Y t n . “. 't s? A, v yr i� �jyti� y\ z v > > > va �3� v p ov ,•'<,. �- _, ,v`t!�'i,cC.� ...:C S�:...,'. >�:.�ivK�. .. ,.�(.. �� ,'�5� .�. .,'Cw r� �v .vim ;. v �.. v v . N4 EAST ELEVATION (FINAL) 0 1.5' 3' 5' SCALE: 3/16" . 1'-0' (24:36) (OR) 3/32" . 1'4" (11:17) 2 R. HARTM • ,p r0' �oF WAsI . /4E1, l JJ 54777 lTQ� O _, TEik-- 4o SS7ONAL SNG 16.28.18 II • IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER .15 DOCUMENT. 19807 T --Mobile- NORTH BOTHELL, CREEK PARKWAY WA 98011 NORTH Technology tAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyitAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 06282018 NEW RFOS V.6.0 5/31/2018 MGM 0 05.072010 1706041,4402106114 MGM A 0402/2010 L700CMP4-4X200%CD MGM A 02/162010 ISSUED FOR 75%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVED OCT 16 2018 Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 0 CONSTRUCTION SHEET TITLE ELEVATIONS SHEET NUMBER A 5 NOKIA: AIRSCALE BASEBAND 5G ONLY CARDS (ABI1 FEATURES: INITIAL AIRSCALE BASEBAND 5G ONLY CARDS OS O! JOCElb OWYAMS WOO( )TO' �Iiii 1i31iiir6A i+ifl1� PERSPECTIVE VIEW NOKIA: AIRSCALE SUBRACK uu i DOOR (AMOB) DIMENSIONS: WEIGHT: INGRESS PROTECTION: OPERATING TEMPERATURE: INSTALLATION TEMPERATURE: AIRFLOW DIRECTION: CLEARANCES FOR COOLING: COLD START: NOMINAL SUPPLY VOLTAGE: INPUT VOLTAGE RANGE: VOLUME: MASS CAPACITY: POWER CONSUMPTION: CONDUIT CABLE ENTRY: FEATURE DESCRIPTION: 13.94'X19.17'X23.82' 50.71 lbs. (AMOB ENCLOSURE) IP55 -40•C UP TO +55"C (VNTHOUT SOLAR RADIATION) -20' - +55"C BACK TO FRONT AIRFLOW DIRECTION SUPPORTED FOR HORIZONTAL (FCOA, 19" RACK, FLEXI STACK) FRONT TO BACK AIRFLOW DIRECTION SUPPORTED FOR VERTICAL WALL AND POLE MOUNTING CASE) 40 mm MINIMUM ON THE BACK AND FRONT SIDE -2H FROM -40'C TO -VC. OPTIONAL 2ND HEATER CAN BE ADDED TO MEET NAM REQUIREMENT. COLD START FROM ♦0"C TO S'C IN 1 HOUR INSTEAD OF 2 HOURS. -40.5 ..: 57VDC EXTENDED SERVICE VOLTAGE RANGE SUPPORTED -38VDC .. -60VDC 104.5L SUPPORT MAX 18KG INSIDE TYPICAL MAX -265W (ALL FANS AT HIGHEST SPEED), COLD START -6000W (HEATER ON 55W + FANS AT LOW SPEED) 2X1.5" + 3X1' ON EACH LEFT AND RIGHT SIDE OUTDOOR SUBRACK FOR AIRSCALE SYSTEM MODULE INDOOR PLUG-IN UNITS. HIGH PERFORMANCE HEAT EXCHANGER "HEX." COMPATIBLE WITH FLEXI BTS MECHANICS STACK/PLINTHIWALUPOLE/RACK INSTALLATION. COMPATIBLE WITH THE 3RD PAR 19" RACKS AND CABINETS IF IT FOLLOWS CLEARANCES AND AIRFLOW REQUIREMENTS. POSSIBLE TO INSTALL AMOB INSIDE FCOA CABINET. SERVICE DOORS ON FRONT AND REAR SIDES. PDU and 1-Ceate;(-1U) ASIA+ABIA(3U) PERSPECTIVE VIEW COMMSCOPE: FFHH-65C-R3 RADOME MATERIAL: RADOME COLOR: DIMENSIONS, HxWsD: NET WEIGHT: RF CONNECTOR: ALUMINUM, LOW LOSS CIRCUIT BOARD LIGHT GRAY 95.9- x 25.2" x 9.3' (2437.0 x 640.0 x 235.0 mm) 127.81b (57.9 kg) (4) 4.3 - 10 FEMALE L ABIL SCALE 10 N.T.S. AMOB SCALE w N.T.S. Y ANTENNA SPECIFICATIONS SCALE 1 N.T.S. NOKIA: AIRSCALE BASEBAND 5G ONLY CARDS (ASIK) FEATURES: INITIAL AIRSCALE BASEBAND 5G ONLY CARDS PERSPECTIVE VIEW CABINET, PER PLAN 12" 0 GALV. CARBON STEEL HILTI KWIK BOLT TZ W/ 2' MIN, EMBEDMENT IN CONCRETE (ICC ES REPORT K ESR-1917) NOTE: 2" SQUARE GALVANIZED STEEL SHIM PLATE WHERE REQUIRED TO LEVEL EXISTING CONCRETE SLAB ANCHORAGE OCCURS AT EACH CORNER OF THE CABINET NOKIA: AIRSCALE COMMON UNIT (ASIA) DIMENSIONS: WEIGHT: PRODUCT CODE: FUNCTIONS: • 14.2'X8.6-X1.r 6.61 lbs. 473095A INDOOR COMMON PLUG IN UNIT. INCLUDES TRANSPORT AND CENTRALIZED CONTROL FUNCTIONS FOR SUPPORTED RADIO ACCESS TECHNOLOGIES. Dist 4 •*: •: ° ���= :/= ,p 1 `'o • ..�.:._... • y 361mm (14.2 in) • PERSPECTIVE VIEW NOKIA: (AIRSCALE DUAL RRH 4T4R B12/71 240W AHLOA RF MODULE TYPE: DIMENSIONS, HxWxD: (WITHOUT BRACKETS) WEIGHT: (MOUNTED WEIGHT) PLAN VIEW RRH• 1 UNIT PER SECTOR 22.05" x 12.13" x 7.44' 83.78 lbs 7.44' SIDE VIEW FRONT VIEW PERSPECTIVE VIEW: ASIK SCALE 11 N.T.S. CABINET ANCHOR DETAIL SCALE O N.T.S. v ASIA SCALE C N.T.S. J AHLOA SCALE 2 N.T.S. FCOA CABINET DIMENSIONS, HxWxD: WEIGHT: CABLE ENTRY: 61'X30.3'X30.3' 807 lbs. (FULLY EQUIPPED) BOTTOM LOCATION —REFERENCE MANUFACTURER'S SPECIFICATIONS FOR DETAILED EQUIPMENT INFORMATION SECURE TO FLOOR USING: ® WOOD: IR"0 LAG SCREWS WITH 2" MIN. EMBED. @ CONCRETE: (4) M12 BOLTS �.- PLAN VIEW n FRONT VIEW SIDE VIEW Isometric view Front Height 1550mm (61 in) 800 mm (31.5 In) 750mm (29.5 in) Width 770mm (30.3 in) ISO VIEW 1350 mm (53.2 in) Depth 770mm (30.3 in) NOKIA: AIRSCALE CAPACITY UNIT (ABIA) DIMENSIONS: WEIGHT: PRODUCT CODE: FUNCTIONS: 14.21X8.6'X1.1' 4.41 lbs. 473096A INDOOR CAPACITY EXTENSION PLUG IN UNIT. HAS 6 OPTICAL RF INTERFACES UP TO 6 Gbps OBSAI OR 9.8 Gbps CPRI. 10-COMPRESSION IS SUPPORTED WITH 3 CPRI LINKS PERSPECTIVE VIEW NOT USED SCALE 12 N.T.S. CABINET SPECIFICATIONS SCALE N.T.S. ABIA SCALE 3 N.T.S. rR. ,p p0 �,G!STEw.9 SSIONAL HARTM . , , ��411 .�'� 6.28.18 wAs% 1!el+ - 54777 SNG • IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS TREY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. LP - •Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyitAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA98108 Technology Associates ARCHITECTURE 8 ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 0628/2018 NEW RFDS V. 8.3 5012018 MGM 0 0607/2018 1700CMP6.8321001412D MGM A 060212018 L700-QAP•♦x200%CD MGM A 02/15/2018 ISSUED FOR 76%120 REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVE' I OCT 16 2018 Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 6 CONSTRUCTION SHEET TRTLE ANTENNA & GROUND EQUIPMENT DETAILS SHEET NUMBER A-6 Installation Instructions COMMS��CC9PE� Mounting Kits For Wide Panel Antennas BSAMNT Series: Mounting systems for cylindrical pipe installations (60-1 15mm pipe diameter) for heavy duty applications Bulletin 639825-1 • Revision C • July 2014 Page 1 of 2 Andrew Institute offers Installation training. ITEM NO. DESCRIPTION QTY U/M 1 PIPECLAMP BRACKET, NO FLANGE 2 EA 2 PIPECLAMP BRACKET, SHORT FLANGES 2 EA 3 NOTCHED BRACKET 1 EA 4 BRACKET l EA 5 SCR,HH,HEX,M8X25,SST,PASS 4 EA 6 WSHR,LK,SPLT,M8,STL,GALV 4 EA 7 TWO HOLE PLATE, 8mm X 1.25 PITCH 2 EA 8 NUT,HEX,M10,STL,GALV 12 EA 9 WSHR,LK.SPLT,M10,STL,GALV 6 EA 10 SCR,HCS,HEX,M10X40,STL,GALV 6 EA 11 NUT,HEX,M12,STL,GALV 8 EA 12 WSHR,FLT,M12,13X28X2.5,STL,GALV 4 EA 13 WSHR,LK,SPLT,M12.STL,GALV 4 EA 14 BOLT,CARRIAGE,M12 X 200,STL,GALV 4 EA two ole plate_ 00 0 0 Part Lists C® M8 bolt 0 • Bracket edges parallel to each other. (fully collapsed position) Pre -assembly of Downtilt Brackets MAXIMUM TORQUE M8 I5N.m (1lft.lbs) M10 37N.m (27ft.lbs) MI2 58N.m (43ff.lbs) ATTENTION: Insert M12 bolts and M12 flat washers Into bracket with tabs prior to attaching bracket to antenna. M10 bolt MIO bolt CRITICAL: For initial installation to pipe. downtilt brackets must be configured in pre -assembly position (fully collapsed). Top / Middle Mount Installations BSAMNT Mounting Kit LANDLORD SIGNATURE CommScope (Continued from page 1) Bulletin 639825-1 • Revision C • July 2014 Page 2 of 2 MAXIMUM TORQUE _ MIO 37N.m (27ft.lbs) M I 2 58N.m (43ft.lbs) M10 bolt ATTENTION: Insert M12 bolts and M12 flat washers Into bracket with tabs prior to attaching bracket to antenna. Bottom Mount Installation • Loosen pivot bolts . (do not remove) • Remove adjuster bolts. • Adjust antenna angle. (use inclinometer) • Reinstall adjuster bolts. • Retighten all bolts. M 1 0 pivot bolt (loosen only) M10 pivot bolt (loosen only) use inclinometer to adjust antenna angle M8 pivot bolt -' center location (loosen only) Adjusting Antenna Tilt SAFETY NonCk The installation, maintenance, or removal of an antenna requires qualified, experienced personnel. CommScope installation instructions are written for such installation personnel. Antenna systems should be inspected once a year by qualified personnel to verify proper installation, maintenance. and condition of equipment. CommScope disclaims any liability or responsibility for the results of improper or unsafe installation practices. It is recommended that transmit power be turned off when the field installation is performed. Follow all applicable safety precautions as shown on this page. M10 pivot bolt (loosen only) M8 adjuster bolt perimeter location (remove to adjust tilt) DETAIL A M10 pivot bolt (loosen only) MAXIMUM TORQUE M8 15N.m (l lft.lbs) M10 37N.m (27ft.lbs) M12 58N.m (43ft.lbs) Do not In0a0 near power Ines Do net Install on 0 wet or win wear shoes Mitt rubber sties and ewer lines. telepoone IMei. day Or when lightning or thunder heels. Weer psOteCNYO clothing and guy wires look the some. Is In the area. Do not use metal Including a long-steeved shkt and Assume anywke or line con ladder. rubber gloves. electrocute you. CommScope Customer Support Center North America: *1-800-255-1479, Option 1 International: *1.779435-6500, Option 1 Email: BSASupport@CommScope.com www.commscope.comfandrew Visit our Web site at www.commscope.com or contact your local sales representative for more Information. 02012 CommScope, Inc. All rights reserved. Andrew is a trademark of CommScope. All trademarks Identified by ® or "' are registered trademarks or trademarks, respectively, of CommScope. This document Is for planning purposes only and is not Intended to modify or supplement any specifications or warranties relating to Andrew products or services. ANTENNA MOUNTING SPECIFICATIONS SCALE N.T.S. 1 A ri,i, : !, .... ...4 R 54777 O lb FGISTElk� Ss,/ONALENG i6.28.18 IT IS A VIOLATION OF LAW FOR MW PERSON. UM.ESS THEY ME ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 19807 T. MMobile°. NORTH BOTHELL, CREEK PARKWAY WA 98011 NORTH TechnologyAssoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 COMMIS NEW RFOS V.45501G01e MGM 0 0807r201e L700CMP4-4X2100%CO MGM. A 04107/201e L790C1044X280%C0 MGM A 0L16201e ISSUED FOR 75%CO REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVED OCT 16 2018 Community Development JURISDICTION APPROVAL SLAW DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING A CONSTRUCTION SHEET TITLE ANTENNA MOUNTING SPECIFICATIONS SHEET NUMBER A-7 to W U 4, 01 z a. m a 0 ELECTRICAL GROUNDING SPECIFICATIONS 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING JURISDICTION. 2. ALL GROUNDING DEVICES SHALL BE U.L. LISTED FOR THEIR INTENDED USE. 3. GROUND WIRES SHALL BE TINNED #2 AWG BARE SOLID COPPER UNLESS OTHERWISE NOTED. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL BE EXOTHERMIC (CAD -WELDED). UNLESS OTHERWISE NOTED. AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND T-MOBILE WIRELESS BROADBAND STANDARDS. 5. GROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. WHEN REQUIRED. GROUND LEADS SHALL BE BENT TO A MINIMUM OF 8' RADIUS. 8. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING. INSTALL WIRE IN 3/4' HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5' BELOW GRADE AND SEAL THE TOP WITH SILICONE SEALANT. 7. ALL GROUND BARS SHALL BE TINNED, 1/4' COPPER, SECTOR BARS 2'. COLLECTOR AND MGB BARS 4', OF SUFFICIENT LENGTH TO ACCOMMODATE ALL REQUIRED CONNECTIONS WITHOUT DOUBLING LUGS, AND EACH INSTALLED WITH ISOLATORS. WHEN CONNECTING GROUND BARS (WITHIN 10 FEET OF GRADE) DIRECTLY TO THE GROUND RING, 2 EA. #2 SOLID DOWNLEAOS SHALL BE CAD -WELDED TO THE GROUND BAR, 1 AT EACH OPPOSITE BOTTOM CORNER, AND EACH SHALL RUN IN 3/4' HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING. WHEN CONNECTING SECTOR GROUND BARS. DAISY -CHAIN THE GROUND BARS AND RUN 1 EA. 62 AWG STRANDED COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING AND CAD -WELD TO THE RING. 8. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS. 2 HOLE COMPRESSION LUGS SHALL BE USED, PROTECT WITH WEATHERPROOF HEAT SHRINK AND WITH A THIN COAT OF 'KOP'R SHIELD' OR EQUIVALENT PROPERLY APPLIED AND ATTACHED ONLY WITH STAINLESS STEEL HARDWARE. 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS, A #8 AWG STRANDED COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG. PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF -TAPPING SCREWS AS NOTED IN NOTE 10 BELOW. 10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO SHINY METAL. FOLLOWING CAD -WELDED CONNECTIONS TO NON -COPPER SURFACES, APPLY ONE COAT OF ANY ANTI -OXIDIZING PAINT, 'COLD GALV' OR EQUIVALENT. 11. GROUND RODS SHALL BE COPPER -CLAD STEEL 5/8'x10', SPACED NO LESS THAN 10' ON CENTER. 12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY NONMETALLIC, NON-CONDUCTIVE. UV RATED CLAMPS, BRACKET, AND OR SUPPORTS. 13. WHEN REQUIRED, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDENT TESTING FIRM TO VERIFY. UTILIZING A MEGGER TEST, THAT THE RESISTANCE TO EARTH OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 (OHMS). A COPY OF THE COMPLETE TESTING REPORT SHALL BE PROVIDED TO THE T-MOBILE REPRESENTATIVE. 14. ALL MATERIALS AND HARDWARE SHALL BR INSTALLED IN A WORKMAN -LIKE MANNER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND DEFINED IN NFPA-70 AND APPROVED BY A,H,J, LEGEND • EXOTHERMIC CONNECTION • MECHANICAL CONNECTION EQUIPMENT GROUND BAR IMEI ANTENNA GROUND BAR (AS REQUIRED) #2 AWG GROUND LEAD (AS REQUIRED) 4- 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. NOTES & LEGEND ( SCALE N.T.S. EQUIPMENT GROUNDING (E) SECTOR GROUND BAR (FIELD VERIFY LOCATION) (TYP) NEW MECHANICAL LUG CONNECTION (TYP.) ANTENNA GROUNDING NEW OS AWG FROM ANTENNA TO (E) SECTOR GROUND BAR (TYP.) (E) GROUND BAR (FIELD VERIFY LOCATION) (TYP) NEW MECHANICAL LUG CONNECTION (TYP.) LANDLORD SIGNATURE NEW 08 AWG FROM FCOA, ARIA, ASIA, AND AMOB TO (E) GROUND BAR (TYP.) NEW 68 AWG FROM FCOA, ABIL, ASIK, AND AMOB TO (E) GROUND BAR (TYP.) NEW 88 AWG FROM AHLOA TO (E) SECTOR GROUND BAR (TYP.) SCALE SCALE N.T.S. rR,HARTM A. 5 �,� ,61,.... rOC' <%cis"�'E�V SS'ONAL 4 61 • ``�,� 4, i 6.28.18 WASy�� 54777 ``� ENG IT IS A VIOLATION OF LAW FOR ANY PERSON. UMESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. T ••Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 0E282018 NEW REDS V. 43S01/2018 MGM 0 0SO752018 L7W.MP4.4%2100%CD 11011 A 04O2/2018 L700CMP41X200%C0 MGM A 02111111718 ISSUED FOR 751140 REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVED OCT 16 2018 Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR SUILD WG A CONSTRUCTION SHEET TITLE GROUNDING PLANS SHEET NUMBER G-1 EXISTING 08 AWG STRANDED Cu. WIRES TO EXISTING EQUIPMENT 0 O a00 o QO QO O • . O O O O 0 O NEW FCOA, AMOB, ASIA, ABIL, ASIK, AND ABIA GROUNDING KIT: 08 AWG STRANDED Cu WIRE WITH GREEN, 600V, THWN INSULATION OR BLACK O O O O O O O O O O O O O O Q O O O O O O O O O O O O O O QO OO O 0 0 0 0 0 0 0 0 0 0 0 0 0 VV O O O O O O O O O O O O O O O O TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8'-16 x 1 1/4'STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE. O 0 NOTES: 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. EXISTING MAIN GROUND BAR EXOTHERMIC WELD EXISTING (2) #2 AWG SOLID TINNED BARE Cu WIRE TO EXISTING GROUND RING TYPE HS TYPE TA TYPE W NOTE: TYPE 2-YA-2 TYPE IN, C-. TYPE VS TYPE XA TYPE NC TYPE VB TYPE YA-2 TYPE SS TYP PT TYPE GT ♦`e8 TYPE GY TYP G ERICO EXOTHERMIC 'MOLD TYPES' SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. NOT USED SCALE 4 0 N.T.S. MAIN GROUND BAR SCALE w N.T.S. Y EXOTHERMIC WELDING SCALE N.T.S. I WEATHERPROOFING KIT (SEE NOTE 3) ANTENNA CABLE CABLE GROUND KIT 3' ,_ - 12'TO24' #8AWG STRANDED Cu WIRE WITH GREEN, 600V,THWN INSULATION OR BLACK (GROUNDED TO GROUND BAR) ANTENNA AND/OR GPS CABLE CONNECTION CABLE CONNECTOR N2 NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT TYPE SHALL BE APPROVED BY TMO PRIOR TO INSTALLATION 3, WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. WIRE SIZE BURNDY LUG BOLT SIZE 08 AWG GREEN INSULATED YAOC-2TC38 3/8' -18 NC S 2 BOLT 02 AWG SOUD TINNED YA3C-2TC38 3/8 -18 NC S 2 BOLT 82 AWG STRANDED YA2C-2TC38 3/8' -16 NC S 2 BOLT 82/0 AWG STRANDED YA26-2TC38 3/8' -18 NC S 2 BOLT 04/0 AWG STRANDED YA28-2N 1/7 - 16 NC S 2 BOLT HEAT SHRINK (CLEAR HEAT SHRINK INDOOR 8 BLACK HEAT SHRINK OUTDOOR) BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) NUT (TYP.) LOCK WASHER (TYP.) FLAT WASHER (TYP.) GROUND BAR FLAT WASHER (TYP.) GROUNDING CONDUCTOR BOLT (TYP.) NOTES: 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, LOCK WASHER AND NUT. 2. COPPER SHIELD. ANTIOX, CR NO-OX OR EQUIVALENT SHALL 8E PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 4. ALL LUGS MUST HAVE INSPECTION WINDOWS. BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) BARE WIRE TO BE NO-OX AT BOTH ENDS NOT USED SCALE N.T.S. NOT USED SCALE Q N.T.S. V CABLE GROUNDING SCALE 5 N.T.S. MECHANICAL LUG SCALE N.T.S. NOTES: 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. ANTENNA AND AHLOA GROUNDING KIT: 08 AWG STRANDED Cu WIRE WITH GREEN, 600V,THWN INSULATION OR BLACK �. TWO -HOLE LUG. BOLTED TO GROUND BAR USING 3/8'-18 x 1 1/4' STAINLESS STEEL HEX UNIT BOLTS 0 OO Q O O O 0Oo0uo00 �� O 0 0 0 0 0 O 0 0 o o0o© o o02t O 0 0 0 0 • OO AND HARDWARE. ►— EXISTING 4'k12'x1/4' THK., TINNED GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER EXOTHERMIC WELD •. EXISTING 02 AWG SOLID TINNED BARE Cu WIRE TO EXISTING TOWER GROUND BAR OR MAIN GROUND BAR NOT USED SCALE A 2 N.T.S. NOT USED SCALE 9 H.T.S. NOT USED SCALE C N.T.S. V SECTOR GROUND BAR SCALE 3 N.T.S. ..0,,RF r�.HARTM WASy,A. „.... ..,..,...c, 54777 O O� C,� ss SS/ONAL ECG 16.28.18 IT IS A VIOLATCN OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 19807 T. • •Mobile°• NORTH BOTHELL, CREEK PARKWAY WA 98011 NORTH Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyitAssociates ARCHITECTURE 8, ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 00 28/2018 NEW RF08 V.0.3 5/31/2018 MGM 0 05.67/2018 170008P4d821000CD MGM A 0402/2018 L700C1AP4-4X200%CO MGM A 02/1812018 ISSUED FOR 76%C0 REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP RECEIVED OCT 16 2018 Community Development JURISOICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-2 ANTENNA SCHEDULE -FINAL CONFIGURATION SECTOR (COLOR) POSITION EXISTING/ NEW MANUFACTURER ANTENNA MODEL PORT ANTENNA AZIMUTH RAD CENTER DIMENSIONS (LxWxD) WEIGHT (LBS) TRANSMISSION CABLE QTY. LENGTH SIZE TYPE ALPHA (RED) ci EXISTING ANDREW TMZXX6518-A2M QUAD 20' 32.9' 80.1' X 8.8' X 3.3' 34.8 (1) 15' TBD FIBER JUMPER O NEW COMMSCOPE FFHH-85C-R3 OCTA 20' 31.4' 95.9' x 25.2' x 9.3' 127.8 (1) (2) (2) 15' 175' 175' TBD 518"0 15/13"0 FIBER JUMPER LMU COAX COAX 0 EXISTING ANDREW TMDIX6518-A2M QUAD 20' 32.0' 80.1" X 8.8' X 3.3" 34.8 (1) (1) 15' 175' TBD 1.50 FIBER JUMPER HIGH CAP HCS BETA (GREEN) B , EXISTING ANDREW HBXX-3319DS-A2M QUAD 100' 33.3' 57.0' x 22.2" x 4.9' 38.1 (1) 15' TBD FIBER JUMPER et NEW COMMSCOPE FFHH.65C-R3 OCTA 130' 31.4' 95.9' x 25.2" x 9.3' 127.8 (1) (2) (2) 15' 175' 175' TBD 5/8 0 15/8"0 FIBER JUMPER LMU COAX COAX (1) 100' 1.5'0 LOW CAP HCS GAMMA (BLUE) Ct EXISTING ANDREW TMZXX-8518-A2M QUAD 230' 32.9' 80.1' X 8.8' X 3.3' 34.8 (1) 15' TBD FIBER JUMPER C2 O NEW COMMSCOPE FFHH.D5C-R3 OCTA 230' 31.4' 95.9' x 25.2' x 0.3' 127.8 (1) (2) (2) 15'TBD 175' 175' 5r&"0 15/8"0 FIBER JUMPER LMU COAX COAX 0 EXISTING ANDREW TMZXX6518-A2M QUAD 230' 32.9' 80.1'X6.8' X 3.3' 34.8 (1) 15' TBD FIBER JUMPER DELTA O EXISTING ANDREW HBXXJ319DS-A2M QUAD 160' 33.3' 57.0' x 22.2' x 4.9' 38.1 (1) 15' TBD FIBER JUMPER (YELLOW) NOTE: 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE, AND RF DESIGN. 2. CD IS BASED ON RFDS VERSION: 8.3 DATED: 05/31/2018. CONNECTORS (TYP.) STEP 1 ELECTRICAL TAP (1 LAYER) STEP 2 BUTYL TAPE (ALSO KNOWN AS MASTIC. TAFFY TAPE) STEP 3 COAXIAL CABLE WEATHERPROOFING LANDLORD SIGNATURE ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS. 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES. USE THE ATO, BTO, & GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1' WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: • 111 - AT ANTENNA CONNECTION • 02 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12' SLACK & 12' FROM EDGE OF EQUIPMENT CABINETS. ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE). UP TO TOWER LEG (IF APPLICABLE). & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS. CABLE. & CABLE DIAMETER WITH PROJECT MANAGER. 0. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 7. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 8. TAGGING: • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 9. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'6' ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 10. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION (STEP 9). 11. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE'CANUSA' WITH ADHESIVE. ELECTRICAL TAPE: 3 LAYERS WITH 2' TAPE AND 3 LAYERS IN 3/4' TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY SEALER , 6,4r202#74160,...._ �"4 a STEP 4 IN, mil 7�' /Pr RF DETAILS SCALE N.T.S. 1 0 rRWARy A. ,p BOA, FCISTERW SS/ONAL + ,., ERA u% 16.28.18 ... 54777 ... ENS' IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. T • •Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyitAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 OW213/2018 NEW RFOS V.8.3 Y31/2016 MGM 0 OSD7R018 L700CMPA-4x2 I00%CD MGM A 0402/2018 L700CMP4dx200%C0 MGM A 02/18/2019 ISSUED FOR 78%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE RF DETAILS SHEET NUMBER RF-1 SCALE RATIO IS NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES NOTE: 1 CD IS BASED ON RFDS VERSION: 6.3 DATED: 05/3172018. LANDLORD SIGNATURE LTE AWS (Alpha) • RIG A"e ATJMMIMMINSMOR F CSR Alpha and Gamma Sectors st LE 3C TMA 661360 _ _ Cable IPower 8 Fiber) P,Ae1 1 sae Sapper, Cap 1,er Jurr.r FSMF UMTS IASIA•2 ARIA LTE AWS.100.AI%1 LTE — UMTS PCS (Alpha) 3 t FHFB 1r2 ;I oau_ _au� FRIA AWS BUTS FRIA AWS U1.11S F 51.1E r3 BUTS Beta Sector AHLOA Bottom cOVP pM Cable Power/inter) LTE AWS. PCS. UMTS AWS 4 3 2 1 • • E 51.1B G 5FA Deka Sector FRIG RF DIAGRAM SCALE N.T.S. 1 A°� FWASy�9'bb • .,„, R 54777 O 4- ,c� FC/STEW ION AL ENv 16.28. IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS TIIF v ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT • •••Mobile- 19807 NORTH BOTHELL, CREEK PARKWAY WA 98011 NORTH Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 fechnology Associates ARCHITECTURE 8 ENGINEERING ;851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 06/2.2018 NEW REDS V. 6 3 5: 31 2018 MGM 0 OS/UT/2018 L200CMPO-402100%CO MOM A 0M2:2018 L20DCMP.X2901,CD MGM A 021.2018 ISSUED FOR 75%CD REVIEW 01 REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 ROOFTOP R CL d L... OCT 16 2018 Community Development JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAID USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE RF DIAGRAM SHEET NUMBER RF-2