The URL can be used to link to this page

Home My WebLink AboutPermit PL18-0031 - VERIZON - WIRELESS FACILITY TYPE 1Verizon Wirless SFA Hubbell 1157200140 PARENT FILE PL18-0031 THIS FILE L18-0043 WIRELESS FACILITY/TYPE 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard • Suite 100 Tukwila, WA 98188-8548 S.:EA_FI LE wA 31. ' 1L PM 6 ' E. VERIZON WIRELESS SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 • ozaaw7mgaw7a71'sw• REF :1 E ? • *•. U.S. POSTAGE»PITNEYBOWEs �T 4' - - 6 ZIP 98188 $ 000.680. 02 4YY . 00003589990CT. 31. 2018 RECEIVED NOV Q$2O;a N 9.8 0 . DE 'I :. RETURN TO SENDER SED Ll9 nniE TO r OR WAR iJ 001.1/03'j18:�. Sr: ARszS'a1t7ti .*_7.7:E_03g73_. 1 _4 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 26`h, 2018 NOTICE OF DECISION TO: Aileen Zavales, Lynx Consulting Inc, (OBO Verizon) PK Properties LLC King County Assessor, Accounting Division Agencies with Jurisdiction All Parties of Record This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L18-0043; PL18-0031 Applicant: Aileen Zavales, Lynx Consulting Inc, (OBO Verizon) Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: The applicant is proposing modifying the existing builidng mounted concealed wireless communications facility by removing one (1) existing power meter abandoned by previous carrier and one (1) existing AC power panel abandoned by previous carrier and adding one (1) power meter, one (1) manual transfer switch, one (1) gen plug, one (1) 18'-2"x20'-2" screen wall, two (2) equipment cabinets within screened enclosure, two (2) screen wall mounted cabinets, four (4) panel antennas within screened enclosure, two (2) panel antennas flush mounted to existing penthouse, three (3) PCS/AWS RRU's near antennas, three (3) 850/700 RRU's near antennas, one (1) GPS antenna, three (3) outdoor 6-Port raycap splitter/surge suppressors at antennas, three (3) rack mounted 6-port raycap splitter/surge suppressors to proposed cabinet, and three (3) 6x12 hybrid cables. The project,aiso 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 1157200140 located at 5301 Southcenter Blvd., Tukwila, WA 98188 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Associated Files: PL18-0031 Comprehensive Plan Designation/Zoning District: Regional Commercial Mixed Use (RCM) II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director. has determined that the application for a Wireless Telecommunication Facility does comply with applicable City and state code requirements and has approved this application with the following condition. 1. The applicant must apply for a business license to operate the wireless facility at this location. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING To appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision. The requirements for such appeals are set forth in Tukwila Municipal Code Ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee 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. Depa ment of Community Development City o ukwila . Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report PREPARED October 26h, 2018 NOTIFICATION: Notification is not required for a Type 1 land use application. FILE NUMBER: L18-0043; PL 18-0031 APPLICANT: Aileen Zavales, Lynx Consulting Inc, OBO Verizon PROPERTY OWNER: PK Properties LLC REQUEST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify the existing building mounted concealed wireless communications facility by removing one (1) existing power meter abandoned by previous carrier and one (1) existing AC power panel abandoned by previous carrier and adding one (1) power meter, one (1) manual transfer switch, one (1) gen plug, one (1) 18'- 2"x20'-2" screen wall, two (2) equipment cabinets within screened enclosure, two (2) screen wall mounted cabinets, four (4) panel antennas within screened enclosure, two (2) panel antennas flush mounted to existing penthouse, three (3) PCS/AWS RRU's near antennas, three (3) 850/700 RRU's near antennas, one (1) GPS antenna, three (3) outdoor 6-Port raycap splitter/surge suppressors at antennas, three (3) rack mounted 6-port raycap splitter/surge suppressors to proposed cabinet, and three (3) 6x12 hybrid cables. LOCATION: Parcel 1157200140 located at 5301 Southcenter Blvd., 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 Regional Commercial Mixed Use (RCM) DESIGNATION: ZONE DESIGNATION: Regional Commercial Mixed Use (RCM) STAFF: Meredith Sampson, Assistant Planner ATTACHMENTS: Project Plans for Permit L18-004 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Page RN006S VicinitV/Site|n6ommotimn Project Description The applicant is proposing modifying the existing building mounted concealed wireless communications facility by removing one (1) existing power meter abandoned by previous carrier and one (1) existing AC power panel abandoned by previous carrier and adding one (1) power meter, one (1) manual transfer switch, one (1) gen plug, one (1) 18'-2"x2O'-2" screen wall, two (2) equipment cabinets within screened enclosure, two (2) screen wall mounted cabinets, four (4) panel antennas within screened enclosure, two (2) panel antennas flush mounted to existing penthouse, three (3) PCS/AWS RRU's near antennas, three (3) 850/700 RRU's near antennas, one (1) GPS antenna, three (3) outdoor G-Port raycap splitter/5urge suppressors at antennas, three (3) rack mounted 6-port mycapsp|h1enturgpsuppressors to proposed cabinet' and three (3) 6x12 hybrid cables. 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 Regional Commercial Mixed Use (RCM). Parcels tothe west are also zoned RCM. 1-405 lies to the south of this parcel and 1-5 lies to the east and north of the parcel. � A �I � ymx °015 = " � S � � � 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. TALE A Type of Perrmit Required, Based on Type of. Wireless Communication Facility Zoning(1) Type ofFacility Residential] Commercial industrial Adding ante to an existiitgl toetirer or utiily Pole Type Wi, Type 1Wi, Type 10 legible facilities n tiic21ian Type 1 . Type ti Type 1 Utility pole: co -location Type 2. Type 2. Type 2 Concealed balling] attached Type 291 Type 2 1 Type 1 hion.concealed building attached Type 2t41 Type 2 Type 1 WV IDWiti or height. adjustment request Type 301' Type 3 Type 3 (1) Zoning for any private/public property or right-of-way Residential — LDR, MDR, or HDR Commercial — 0, MUO, RCC, NCC, RC, RCM, TUC, C/LI or TVS Industrial - LI, HI, MIC/L, or MIC/H (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. The applicant is proposing modifying the existing building mounted concealed wireless communications facility by adding four (4) panel antennas, three (3) PCS/AWS RRUs, three (3) 700 RRUs, three (3) 850 RRUs, one (1) GPS antenna, three (3) outdoor splitter, surge suppressors, three (3) rack mounted raycap splitter/surge suppressors, three (3) hybrid cables, one (1) Gen Plug, one (1) screening wall, and two (2) equipment cabinets. This site will be a modification to the property and falls within an Eligible Facilities Modification of the Tukwila Municipal Code. Per TMC 18.58.200.7C. Design Standards Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 4 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 Must apply for a business license to operate 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 This modification does not affect parking. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. x . • 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. x _ 7. Antennas shall have the same color scheme as the structure they are located on. x 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 shall be limited to an • equipment enclosure of 360 square feet. Table 2 (See TMC 18.58.100 for further details) Concealed Building Mounted Development Requirements Project Does Comply Project Does Not Comply Not Applicable Notes 1. s The proposed facility must meet the height requirements of the applicable zoning category x 2. Are antennas placed in "Rooftop Appurtenances" which includes: church spire, chimney or fake chimney, elevator tower, mechanical equipment room, or other similar appurtenances required to be placed on the roof, but not intended for human occupancy. x 3. Antennas must be concealed from view. x . 4. If screening antennas, screens must be made.of . the same material and be the same color as the building. x Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 5. Antennas hall be painted to match the color scheme, of the building(s)/pole x 6. Feed lines and coaxial cables should be located below the parapet of the rooftop x 7. Cabinet equipment is located within the building or on the rooftop x 8. If the equipment is cabinet located on the ground, a 6- foot-tall fence surrounds it x 9. If equipment cabinet is on rooftop, screening must be consistent with the existing building. 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 7 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. 2. Provide an emergency shut-off for both A/C and D/C power to the antenna array or provide a study conducted by a Professional Engineer with experience evaluating compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields OET Bulletin 65. Specifically, on exposure limit(s) to Fire Department personnel working within 50' of the antenna locations (Roof Top Modeling). INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. A building and mechanical permit are required for the site work. Please note that the installation of an emergency power disconnect switch is required for Fire Department use. Contact Ken Hayman at to get more information about permit requirements for the power disconnect switch. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov eit(I al ..1 u. wiea Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Shana Markstrom, HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda ,\ Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 31 day of October, 2018 Project Name: Verizon Wireless SFA Hubbell Project Number: PL18-0031 Associated File Number (s): L18-0043 Mailing requested by: MEREDITH SAMPSON Mailer's signature: ,(},y1 C:\USERS\DCD-ADMIN\DOCUMENTS\MAILINGS\AFFIDAVIT OF DISTRIBUTION.DOC HANDLING AGENCY DEPARTMENT ADDRESS CITY ZIP EMAIL ,LISPS 1 PK PROPERTIES LLC EMAIL PO BOX 571 BLACK DIAMOI 98010 r 1 KC ASSESSOR'S OFFICE ACCOUNTING DIVISION 500 4th AVE, RM# 709A SEATTLE WA 98104 Christie.Most@kingcounty.gov 1 CITY OF TUKWILA DEPARTMENT ANA.LE@TUKWILAWA.GOV 1 TUKWILA HISTORICAL SO tukwilahistsociety@tukwilahistory.org 1 TUKWILA HISTORICAL SO.; rcwieer@comcast.net 1, 2 APPLICANT 11 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 HANDLING 1 NOD 2 STAFF REPORT • • City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 26`h, 2018 NOTICE OF DECISION TO: Aileen Zavales, Lynx Consulting Inc, (OBO Verizon) PK Properties LLC King County Assessor, Accounting Division Agencies with Jurisdiction All Parties of Record This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L18-0043; PL18-0031 Applicant: Aileen Zavales, Lynx Consulting Inc, (OBO Verizon) Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: The applicant is proposing modifying the existing builidng mounted concealed wireless communications facility by removing one (1) existing power meter abandoned by previous carrier and one (1) existing AC power panel abandoned by previous carrier and adding one (1) power meter, one (1) manual transfer switch, one (1) gen plug, one (1) 18'-2"x20'-2" screen wall, two (2) equipment cabinets within screened enclosure, two (2) screen wall mounted cabinets, four (4) panel antennas within screened enclosure, two (2) panel antennas flush mounted to existing penthouse, three (3) PCS/AWS RRU's near antennas, three (3) 850/700 RRU's near antennas, one (1) GPS antenna, three (3) outdoor 6-Port raycap splitter/surge suppressors at antennas, three (3) rack mounted 6-port raycap splitter/surge suppressors to proposed cabinet, and three (3) 6x12 hybrid cables. 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 1157200140 located at 5301 Southcenter Blvd., Tukwila, WA 98188 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Associated Files: PL18-0031 Comprehensive Plan Designation/Zoning District: Regional Commercial Mixed Use (RCM) II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the application for a Wireless Telecommunication Facility does comply with applicable City and state code requirements and has approved this application with the following condition. 1. The applicant must apply for a business license to operate the wireless facility at this location. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING To appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision. The requirements for such appeals are set forth in Tukwila Municipal Code Ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov • • 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee 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. ettQ Depa ment of Community Development City o ukwila Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov • City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report PREPARED October 26h, 2018 NOTIFICATION: Notification is not required for a Type 1 land use application. FILE NUMBER: L18-0043; PL 18-0031 APPLICANT: Aileen Zavales, Lynx Consulting Inc, OBO Verizon PROPERTY OWNER: PK Properties LLC REQU EST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify the existing building mounted concealed wireless communications facility by removing one (1) existing power meter abandoned by previous carrier and one (1) existing AC power panel abandoned by previous carrier and adding one (1) power meter, one (1) manual transfer switch, one (1) gen plug, one (1) 18'- . 2"x20'-2" screen wall, two (2) equipment cabinets within screened enclosure, two (2) screen wall mounted cabinets, four (4) panel antennas within screened enclosure, two (2) panel antennas flush mounted to existing penthouse, three (3) PCS/AWS RRU's near antennas, three (3) 850/700 RRU's near antennas, one (1) GPS antenna, three (3) outdoor 6-Port raycap splitter/surge suppressors at antennas, three (3) rack mounted 6-port raycap splitter/surge suppressors to proposed cabinet, and three (3) 6x12 hybrid cables. LOCATION: Parcel 1157200140 located at 5301 Southcenter Blvd., 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 Regional Commercial Mixed Use (RCM) DESIGNATION: ZONE DESIGNATION: Regional Commercial Mixed Use (RCM) STAFF: Meredith Sampson, Assistant Planner ATTACHMENTS: Project Plans for Permit L18-004 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Page FINDINGS Vlcinity/Ste|nformadon Project Description The applicant bproposing modifying the existing building mounted concealed wireless communications facility by removing one (1) existing power meter abandoned by previous carrier and one (1) existing AC power panel abandoned by previous carrier and adding one (1) power meter, one (1) manual transfer switch, one (1) gen plug, one (1) l8''Z"xZO''2^screen wall, two (2) equipment cabinets within screened enclosure, two (Z) screen wall mounted cabinets, four (4) panel antennas within screened enclosure, two (2) panel antennas flush mounted to existing penthouse, three (3) PCS/AWS RRU's near antennas, three (3) 850/700 RRU's near antennas, one (1) GPS antenna, three (3) outdoor 6-Port raycap splitter/surge suppressors at antennas, three (3) rack mounted 6-port raycap splitter/surge suppressors to proposed cabinet, and three (3) 6x12 hybrid cables. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's SpectrumAct,which requires the City to approve any eligible facilities request for a modification of an existing tower orbase 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 ispreexisting. Surrounding Land Uses The property is zoned Regional Commercial Mixed Use (RCM). Parcels to the west are also zoned RCM. |40Slies tothe south ofthis parcel and |'5lies tothe east and north ofthe parcel. • • 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 Type of Pernik Required, Based on, Type of Wireless ConuMueteaaion Facility Zcaingilli Type of Facility Res[demtlall Concntardal ind!ustalal Adding antennas, la an existing tower or utility pole Type 1 J Type 1Rt Type VI €ibfb facilities n70lic;HJon Type 1 Type li Type 1 Utility pole co -location Type 2 Type 2 Type 2 Concealed bulking attached Type 201 Type gal Tye 1 InaeaI d building attached Type 20I Type 2 Tye 1 Nevi two ar height adjustment rat Type 301 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 building mounted concealed wireless communications facility by adding four (4) panel antennas, three (3) PCS/AWS RRUs, three (3) 700 RRUs, three (3) 850 RRUs, one (1) GPS antenna, three (3) outdoor splitter, surge suppressors, three (3) rack mounted raycap splitter/surge suppressors, three (3) hybrid cables, one (1) Gen Plug, one (1) screening wall, and two (2) equipment cabinets. This site will be a modification to the property and falls within an Eligible Facilities Modification of the Tukwila Municipal Code. Per TMC 18.58.200.7C. Design Standards Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov • • Page 4 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. 1 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 Must apply for a business license to operate 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 This modification does not affect parking. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. x 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. x 7. Antennas shall have the same color scheme as the structure they are located on. x . 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 shall be limited to an equipment enclosure of 360 square feet. ' Table 2 (See TMC 18.58.100 for further details) Concealed Building Mounted Development 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. Are antennas placed in "Rooftop Appurtenances" which includes: church spire, chimney or fake chimney, elevator tower, mechanical equipment room, or other similar appurtenances required to be placed on the roof, but not intended for human occupancy. x 7 3. Antennas must be concealed from view. x 4. If screening antennas, screens must be made of the same material and be the same color as the building. x • Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 5. Antennas hall be painted to match the color scheme, of the building(s)/pole x 6. Feed lines and coaxial cables should be located below the parapet of the rooftop x 7. Cabinet equipment is located within the building or on the rooftop x 8. If the equipment is cabinet located on the ground, a 6- foot-tall fence surrounds it x 9. If equipment cabinet is on rooftop, screening must be consistent with the existing building. 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 7 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. 2. Provide an emergency shut-off for both A/C and D/C power to the antenna array or provide a study conducted by a Professional Engineer with experience evaluating compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields OET Bulletin 65. Specifically, on exposure limit(s) to Fire Department personnel working within 50' of the antenna locations (Roof Top Modeling). INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. A building and mechanical permit are required for the site work. Please note that the installation of an emergency power disconnect switch is required for Fire Department use. Contact Ken Hayman at to get more information about permit requirements for the power disconnect switch. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov • • Andrew H. Thatcher wwu.rfthatcher.com RECEIVED OCT 03 2018 Community Development Evaluation of Compliance with FCC Guidelines for Human Exposure to Radiofrequency Radiation Site Address: 5301 Southcenter Blvd. Tukwila, WA 98188 Site Name: SEA Hubbell Prepared for: Lynx Consulting, Inc. on behalf of vef iz nwireless September 13, 2018 Prepared By: Andrew H. Thatcher, MSHP, CHP 522 NORTH E ST • TACOMA, WA • 98403 253.617.1449 VOICE • THATCHER.DREW@COMCAST.NET • • — 2 — September 13, 2018 Introduction This report details the results of the analysis of the emissions created by the proposed Verizon Wireless antennas and existing Sprint antennas located on the rooftop of 5301 Southcenter Parkway, Tukwila, WA 98188. The analysis includes both predicted ground level exposures as well as rooftop exposures. Executive Summary Site analysis using the RoofView® software program and antenna type and emissions data supplied by Sprint and Verizon Wireless indicate that the site is in excess of the FCC Occupational exposure limits in close proximity to the Verizon Wireless antennas. RF trained individuals should remain at least 10 feet from the front of the antenna screen as a precaution and access to the roof should be locked to prevent inadvertent access to untrained individuals. The calculations for outdoor ground level locations indicate that the Verizon Wireless antennas combined with the existing Sprint antennas are in compliance with the FCC general population limit as the maximum ground level outdoor exposure is less than 21 % of the limit. Site Description The project consists of adding 700 MHz LTE, 850 LTE, PCS and 2100/AWS antennas to three sectors. Appendix 2 shows a Google MapsTM view of the building while Appendix 1 shows the locations of the antennas. The Verizon and Sprint antennas are on the roof of the building with their centers at an elevation of approximately 36' above grade for the antennas. The Verizon Wireless data was supplied by K Taylor, Verizon RF Engineer' while the Sprint data was not available so the Sprint data from a nearby building housing Sprint antennas was used. Based on www.antennasearch.com, all other RF transmitters in the area would not affect the present compliance assessment for this current exposure. Modeling Tables 1 display a summary of the input parameters used in the RoofView Software. The data sheets shows 24 RF emitters on the rooftop while the gamma sector for Verizon Wireless is mounted on the side of the building. The combined emitters are accomplished through the use of four frequency bands (for Verizon Wireless) as noted in Tables 1. Tables 1 also displays the input power in watts used for the rooftop modeling, the antenna location, the aperture height of the antennas, the antenna gain, and the band width and relative direction that the antennas are pointing. Note that the X and Y ' K. Taylor, email to Drew Thatcher: RE: SEAQ Gumball NIER. September 6, 2018. • • -AM"' - 3 - September 13, 2018 position in the tables was adjusted for mapping and modeling purposes although the relative locations remains correct. Table 1: Input Parameters for Rooftop Antenna Modeling - Northern Portion of Building (MHz) hput Calc (ft) (ft) (ft) (ft) d8d'BWdth Num D Name Freq Power Power Mfg Model X Y Z Type ApHt Gain Pt Dir 1 Ver Al^2100 2130.00000 142.6 142.6 JMA MX06 FRO-840 60.0i 62.9 3.0 `VC 8.017.65 40;010 2 Ver A2at 700` 750.00000 71.3 71.3 JMA IMX06-FRO-840 60.0t 62.9 3.0 VC T 8.0 '15.35 41;010 3 VerA2bi 850 850.00000 71.3 71.3 JMA ,MX06-FRO-840 60.0.' 62.9 3.0 VC 8.0 15.65 38;010 4 Ver A3a 700 750.00000 71.3 71.3 JMA MX06 FRO-640 64.0 62.9 3.0 VG 876 Y5.35 41;01'0 5 Ver A3bt 850' 850.00000 71.3 71.3 JMA MX06-FRO-840 ' 64.0 62.9' 3.0 VC 8.0'15.65 38;010 7 VerA4biPCS t 1950.00000 142.6 142.6 JMA MX06-FRO-840 64.0` 62.9'. 3.0 VC 8.0-16.85 43;010 8 Ver B1 i 2100 2130.00000 142.6 142.6 JMA MX06-FR0=840 67.2r53:01 3.0 VG 8.0 17.65 41;140 9 Ver B2a 700' 750.00000 '71.3 71.3 JMA ' MX06-FRO-840 67.2 53.0' 3.0 VC 8.0.15.35 41;140 10 Ver B2bt 850 850.00000 71.3 71.3 JMA MX06-FRO-840 67.2 53.0 3.0 VC 8.0 .15.65 38;140 11 Ver B3a + 700 750.00000 71.3 71.3 JMA MX06-FRO-840 64.7 50.0 3.0 VC 8.0 15.35 41;140' 12 Ver B3b , 850 850.00000 71.3 71.3 JMA MX06-FRO-840 64.7' 50.0 3.0 VC 8.0 '15.65 38;140 14Ver B4b1PCS 1950.00000 142.6 142.6 JMA --MX06-FRO-840 64.7 50.0 3.0 VC 8.0.16.8543;140 15 SpA1 800 860.00000 71.3 71.3 KMW t7CR-654L12H6 29.0 25.41 4.0 VC 7.0�11.7 68;000 16 Sp A2 1900 1967.00000 89.1 89.1 KMW IEfCR-654L12H6 37.Or 25.4 4.0 VC 7.0 15.6 57;000 17 Sp A3 2500 2600.00000 285.0 285.0 KMW EfCR-654L12H6 37.0 25.4 4.0 VC 7.0 ; 14.3 68;000 18 Sp B1 1 800 860.00000 71.3 71.3 KMW ETCR-654L12H6 52.0 11.0 4.0 VC 7.0 11.7 68;090 19 Sp B2 t 1900 1967.00000 89.1 89.1 KMW EfCR-654L12116 52.0; 2.9:" 4.0 VC 7.0 ,15.6 57;090 21 Sp B3 I 2500 2600.00000 285.0 285.0 KMW ETCR-654L12H6 52.0r 2.9' 4.0 'VC 7.0 f 14.3 68;090 22 Sp G1 1 800 860.00000 71.3 71.3 KMW ErCR-654L12116 8.4 11.7 68;270 23 SpG2 1 1900 1967.00000 89.1 89.1 KMW ETCR-654L12H6 8.4' } 63.2� 66.9{ 4.0 VC 7.0 4.0 VC 7.0 t15.6t57;270 24 Sp G3 - T 2500 2600.00000 285.0 285.0 KMW ETCR-654L12H6 8.4 63.24.0 VC 7.0 114.3 66;270 Modeled Results for Rooftop Exposures Modeling indicates that at 100% power directly in front of the Verizon Wireless antenna screen the RF signal levels could exceed the FCC occupational exposure limits. Appendix 1 shows a drawing of the roof top locations near the antennas where the small areas in blue could exceed the FCC occupational exposure limits. Access to the roof housing the Verizon Wireless antennas should be locked to prevent inadvertent access to untrained individuals and yellow FCC caution signs should be placed at the roof access and near the Verizon Wireless antennas. RF signal levels on the roof were calculated using Roof View© obtained from Richard Tell Associates.2 This is a standard modeling program that is widely used and accepted in the industry to determine RF exposure from antennas, including panel antennas for cell sites. Outdoor Ground Level Exposure Evaluation Equation 6 of OET Bulletin 653 is used as the basis for the calculations as it considers a truly worst case prediction of power density in an outdoor environment in which 100% of incoming radiation is assumed to reflect off a ground surface, resulting in a doubling of the predicted field strength and a four fold increase in power density. Indoor calculations would be lower than the outdoor calculations as complete ground reflection would not be 2 Richard Tell Associates, RoofView and RoofView User Guide, version 4.15. January 2011. 3 Federal Communications Commission Office of Engineering and Technology. Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields. OET Bulletin 65. 1997. • • — 4 — September 13, 2018 included and a factor of ten reduction in signal strength due to attenuation through building materials is also considered. The formula is as follows: S = [ EIRP] / [Pr • D2 WHERE: S = Power density (mW/cm2) EIRP = Effective isotropic radiated power manufacturer's specifications) D = Hypotenuse distance (cm) Ground Level Exposures (mW) (varies with angle as per Table 2 shows the calculated Maximum Permissible Exposure (MPE) at 6' above ground level assuming all antennas operating at 100% and complete ground reflection. The predicted upper limit exposure is 0.16 mW/cm2 or 21 % of the FCC general public exposure limit. Table 2: Maximum Outdoor Ground Level Exposure Site Name: SEA Hubbell Carrier Type Worst Case ERP (watts) Worst Case ERP (dBm) Antenna Height (ft) Maximum outdoor exposure (with ground reflection) (mW/cm2) % of Standard General Population Exposure Limit (mW/cm2) Sprint 800 MHz 1055 60.23 36 0.013 2.3% 0.567 Sprint 1900 MHz LTE & CDMA 3206 65.06 36 0.039 3.9% 1.000 Sprint 2.5 GHz 7747 68.89 36 0.061 6.1% 1.000 Verizon 700 LTE 4888 66.89 36 0.021 4.2% 0.500 Verizon 850 LTE 5237 67.19 36 0.022 3.9% 0.567 Verizon PCS (1900 MHz) 6904 68.39 36 0.001 0.1% 1.000 Verizon AWS/2100 (2100 MHz) 8301 69.19 36 0.002 0.2% 1.000 Total 0.158 20.5% Discussion The biological effects of RF energy have been extensively studied, and there are several thousand reports in the scientific literature on this subject. These reports have been critically reviewed by numerous independent panels, most recently the IEEE (formerly Institute of Electrical and Electronics Engineers) and the International Commission on Nonionizing Radiation Protection. These groups have affirmed existing health standards, or have developed and proposed standards for exposure to RF energy that are broadly similar to the FCC limits. — 5 — September 13, 2018 Conclusions/Recommendations Site analysis using the RoofView® software program and antenna type and emissions data supplied by Sprint and Verizon Wireless indicate that the site is in excess of the FCC Occupational exposure limits in close proximity to the Verizon Wireless antennas. RF trained individuals should remain at least 10 feet from the front of the antenna screen as a precaution and access to the roof should be locked to prevent inadvertent access to untrained individuals. The calculations for outdoor ground level locations indicate that the Verizon Wireless antennas combined with the existing Sprint antennas are in compliance with the FCC general population limit as the maximum ground level outdoor exposure is less than 21 % of the limit. It should be noted that wireless technology is changing rapidly, and companies including Verizon Wireless are frequently upgrading and introducing new services, and updating existing services to new technologies. Consequently the calculated exposure levels in Table 2 are based on current design data which may change in the future. However, as shown in Table 2, the RF exposure levels are a fraction of the FCC exposure limits and any foreseeable upgrades to the site in the future are highly unlikely to affect its compliance with safety limits. However, compliance after major changes to the site should be established based on current design information. Certification I hereby certify the following: 1. I have read and fully understand the FCC regulations concerning RF safety and the control of human exposure to RF fields. 2. To the best of my knowledge, the statements and information disclosed in this report are true, complete and accurate, based on engineering design data for the site supplied to me by Verizon and other carriers. 3. The results of the analysis indicate that the site is in full compliance with the FCC regulations concerning RF exposure at all areas of public access. Regards, Andrew H. Thatcher, MSHP, CHP September 13, 2018 Appendix 1 Building Layout with Predicted RF Exposure Terizon Antennas September 13, 201.8 Appendix 2: Google Maps View of 5301 Southcenter Parkway Tukwila WOO &Om' OAril 44for"4 4001"0' yoy1111111111111111111111111111111111'11111111111111 • • QUANTUM ( CONSULTING ENGINEERS r September 24, 2018 KV Lew Adapt Engineering, Inc. 615 8T" Avenue South RECEIVED Seattle, WA 98104 Subject: Verizon SEA -Hubbell RFDS Revision OCT 03 2018 5301 Southcenter Blvd Tukwila, WA 98188 Community Development Quantum Job Number: 18067.02 Adapt Engineering Job Number: WA17-21087-STR Dear Mr. Lew: At your request we have reviewed the updated drawings prepared by Lynx Consulting, dated August 29, 2018 to determine what impact that the alternate antenna and equipment layout will have on the antenna support beams shown in our permit drawings dated May 17, 2018. Listed below is a summary of our findings: • Since the overall weight of the antennas, remote radio units and splitter/surge suppressor at each sector is reduced for the current design when compared to the original design, the antenna support beams shown in our permit drawings are structurally sufficient for the revised loading. The contents of this letter are based on information obtained from an e-mail sent by your firm on September 18, 2018. Please feel free to call our office if you have questions or comments regarding any item in this letter. Sincerely, Quantum nsulting En n Riley, P.E., S.E. Principal LLC 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com • • QUANTUM ( CONSULTING ENGINEERS September 24, 2018 KV Lew Adapt Engineering, Inc. 615 8T" Avenue South Seattle, WA 98104 Subject: Verizon SEA -Hubbell RFDS Revision 5301 Southcenter Blvd Tukwila, WA 98188 Quantum Job Number: 18067.02 Adapt Engineering Job Number: WA17-21087-STR Dear Mr. Lew: RECEIVED OCT 03 2018 Community Development At your request we have reviewed the updated drawings prepared by Lynx Consulting, dated August 29, 2018 to determine what impact that the alternate antenna and equipment layout will have on the antenna support beams shown in our permit drawings dated May 17, 2018. Listed below is a summary of our findings: • Since the overall weight of the antennas, remote radio units and splitter/surge suppressor at each sector is reduced for the current design when compared to the original design, the antenna support beams shown in our permit drawings are structurally sufficient for the revised loading. The contents of this letter are based on information obtained from an e-mail sent by your firm on September 18, 2018. Please feel free to call our office if you have questions or comments regarding any item in this letter. Sincerely, Quantum consulting Engines, LLC n Riley, P.E., S.E. Principal 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com ULYNX • • Authorized Verizon Wireless Representative September 25, 2018 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Meredith Sampson RE: Verizon Wireless, "SEA Hubbell" - Proposed Rooftop Wireless Communication Facility Collocation 5301 Southcenter Blvd, Tukwila, L18-0043, C18-1058 Dear Ms. Sampson: On behalf of Verizon Wireless, Lynx Consulting is submitting revised plans for the above referenced project. I have been working with Jonathan Josephs, and understand he will be leaving the City and project materials should be sent to you. The plans have been revised to reflect a smaller size panel antenna, and a lesser number of RRU's. Jonathan had requested four sets of construction plans to replace those already in place. Four sets of 11 x 17" plans are enclosed. Along with this we are enclosing two copies of the revised NIER, which not only accounts for all existing equipment and so is cumulative, but also for the revised antennas. Two structural letters to accompany/update the existing structural reports are also enclosed for distribution I believe this should conclude all that is needed for the City to complete its review of the land use decision and building permit application and approval process, but if you have any questions or need additional information please let us know. I can be reached at: Azavales@lynxconsulting.org and my phone numbers are (M) 206 972 1368 and office land line 425 877 1871, ext. 105. Thank you for your consideration. Since ely, Aileen Zaval Lynx Consulting, Inc. RECEIVED OCT 03 2018 Community Development Lynx Consulting, Inc. •17311 135th Ave NE, Suite A-100, Woodinville, WA 98072 • ( NON -IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS ENGINEERING CERTIFICATION verizonv SITE NAME: SEA Hubbell SITE E ADDRESS: 5301 Southcenter Blvd Tukwila, WA 98188 DATE: May 8, 2018 PREPARED BY: B. J. THOMAS, P.E. 7607 80th Avenue NE Marysville, WA 98270 (206) 851-1106 RECE VED- MAY 212018 Community Development 4 PROJECT The proposed Verizon Wireless project consists of a WCF (Wireless Communications Facility) located at 5301 Southcenter Blvd, Tukwila, WA 98188, King County Tax Parcel 1157200140. The plannedimprovements include (6) panel antennas mounted on an existing building rooftop with supporting BTS (Base Transmission System) radio equipment also on the rooftop. EQUIPMENT Type of Service: Cellular, LTE, AWS & PCS Antennas: Comscope JAHH-45C-3RB Sectors: (3) (alpha = 10°, beta = 140°, gamma = 270°) Antenna Rad Center: 35.7' AGL (lowest) CALCULATIONS Calculations for RF power densities near ground level are based on the "Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields OET Bulletin 65" Edition 97-01, August 1997 issued by the Federal Communications Commission Office of Engineering & Technology. Section 2 of OET Bulletin 65 demonstrates that "for a truly worst -case prediction of power density at or near the surface, such as at ground -level or on a rooftop, 100% reflection of incoming radiation can be assumed, resulting in a potential doubling of predicted field strength and a four -fold increase in (far field equivalent) power density". Therefore, the following equation is used: S = EIRP/TrR2 Where S = power density (mW/cm2), EIRP = equivalent isotropically radiated power and R = distance to the center of the radiation antenna (cm) Attached as an exhibit are the MPE (Maximum Permissible Exposure) calculations using the above referenced formula and the antenna manufacturer vertical pattern information using a conservative 20 dB loss below main lobe. The calculations show that the maximum MPE at ground level (6' above AGL) at the base of the building and the power density is 0.012744 mW/cm2 with an • assumed worst -case power level of 2,000 watts ERP for the lowest antenna array. This is 2.7354% of the MPE limit for the general population/uncontrolled exposure of 0.467 mW/cm2 as referenced in Table I OET Bulletin 65 Appendix A for the lowest frequency range. OTHER CARRIER The following are examples of wireless carriers providing service in King County: ESMR 851-866 MHz Nextel Cellular 869-894 MHz AT&T, Verizon PCS > 1800 MHz Sprint, T-Mobile, AT&T Wireless facility antennas are highly directional and project the majority of the RF energy horizontally. Attached as an exhibit are the MPE (Maximum Permissible Exposure) calculations using the referenced power density formula. These calculations assume that the vertical patterns of the antennas suppress the ERP by 20 dB towards the antenna base. The calculations show that the maximum total MPE at ground level (6' above AGL) at the base of the monopole is 0.0150611 mW/cm2 with the carrier operating at an assumed total ERP of 3,000 watts per sector. This is 3.225% of the MPE limit for the general population/uncontrolled exposure of 0.467 mW/cm2 for the lowest frequency (700/1500) as referenced in Table I OET Bulletin 65 Appendix A. COLOCATED FACILITIES TOTAL MPE The combined MPE for the Verizon Wireless antennas and the future carriers using "worst case" calculations is: 0.012744 mW/cm2 + 0.015061 mW/cm2 = 0.027835 mW/cm2 Total MPE. ENVIRONMENTAL EVALUATION Routine environmental evaluation is required if a PCS broadband facility with building mounted antennas has a total power of all channels in any given sector greater than 2,000W ERP as referenced in "Table 2 Transmitters, Facilities and Operations Subject to Routine Environmental Evaluation" of Bulletin 65. For the proposed facility, the total power in a given sector is Tess than 2,000W; therefore, the WCF is categorically exempt from requirement for routine environmental processing. FCC COMPLIANCE The general population/uncontrolled exposure near the rooftop, including persons at ground level, surrounding properties, inside and on existing structures will have RF exposure much lower than the "worst case" scenario, which is a small fraction of the MPE limit. Only trained persons will be allowed to access the rooftop for maintenance operations. Verizon Wireless and/or its contractors will provide training to make the employees fully aware of the potential for RF exposure occupational training and they can exercise control over their exposure that is within the occupational/controlled limits. CONCLUSIONS Based on calculations, the proposed WCF will comply with current FCC and county guidelines for human exposure to radiofrequency electromagnetic fields. All representations contained, herein are true to the best of my knowledge. EXHIBITS • MPE Calculations • Antenna Product Data Sheets • WCF Location Map Effective tower height assumes a person 6 f tall. 35.7 height (6) I lowest SEA Hubbell MPE Calculations 1.28E-02 0.012774 max power density in mW/cm` 2.7354% percentage of standard tower height, Note: 0.467 mW/cm2 is 100% of allowable standard for lowest frequency hypotenuse hor¢. Dist., x main beam effective radiation tower ERP ERP Power at point x center height minor lobe dB below hertz dist. hyptonuse hypotenuse hypotenuse main lobe main lobe minor lobe minor lobe minor lobe at ground level (feet), y (feet), y angle main lobe x length (feet) length (km) length (cm) (watts) (dBm) ERP (dBm) EIRP (dBm) EIRP (mVV) mW/e m2 35.7 29.7 90 20 0.000 29.700 0.009 905.256 2000 63.01 43.01 45.17 32887.43 TOTAL I 1.28E-02 I 1.28E-02 I 5/8/2018 Effective tower height assumes a person 6 ft tall. I 39.5 height (6) SEA Hubbell Other Carriers MPE Calculations 1.51E-02 0.015061 max power density in mW/cm' 3.2250% percentage of standard tower height, y Note: 0.467 mW/cm' is 100% of allowable standard for lowest frequency horiz. Dist., x main beam effective radiation tower ERP ERP Power et point x center height minor lobe dB below horiz. dist. , hyptonuse hypotenuse hypotenuse main lobe main lobe minor lobe minor lobe minor lobe at ground level (feet), y (feet), y angle main.lobe x length (feet) length (km) length (cm) (watts) (dBm) ERP (dBm) EIRP (dBm) EIRP (mW) mW/cm^2 39.5 33.5 90 20 0.000 33.500 0.010 1021.080 3000 64.77 44.77 46.93 • 49331.15 TOTAL 1.61E-02 '- (. 1.61E-02 5/8/2018 • • Product Specifications COMMSCOPE JAHH-45C-R3B Multiband Antenna, 698-798, 824-896 and 2x 1695-2360 MHz, 45° horizontal beamwidth, low bands each have a RET and the high bands share a RET. Two internal SBTs. • Internal SBT on low and high band allow remote RET control from the radio over the RF jumper cable • One RET for 700MHz, one RET for 850MHz, and one RET for both high bands to ensure same tilt level for 4x Rx or 4x MIMO • Internal filter on low band and interleaved dipole technology providing for attractive, low wind load mechanical package • Separate RS-485 RET input/output for low and high band • Narrow beamwidth capacity antenna for higher level of densification and enhanced data throughput Electrical Specifications Frequency Band, MHz 698-798 824-896 1695-1880 1850-1990 1920-2200 2300-2360 Gain, dBi 17.8 18.3 19.5 20.1 20.4 21.1 Beamwidth, Horizontal, degrees 47 43 44 43 43 38 Beamwidth, Vertical, degrees 9.0 8.1 5.7 5.3 5.0 4.5 Beam Tilt, degrees 0-10 0-10 0-8 0-8 0-8 0-8 USLS (First Lobe), dB 18 20 16 16 16 17 Front -to -Back Ratio at 180°, dB 32 35 37 38 38 39 Isolation, dB 25 25 25 25 25 25 Isolation, Intersystem, dB 30 30 28 28 28 28 VSWR I Return Loss, dB 1.5 114.0 1.5 114.0 1.5 114.0 1.5 114.0 1.5 114.0 1.5 114.0 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 -153 -153 -153 Input Power per Port, maximum, watts 200 200 300 300 300 250 Polarization ±45° ±45° ±45° ±45° ±45° ±45° Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Electrical Specifications, BASTA* Frequency Band, MHz 698-798 824-896 1695-1880 1850-1990 1920-2200 2300-2360 Gain by all Beam Tilts, average, dBi 17.6 18.2 19.1 19.9 20.2 20.9 Gain by all Beam Tilts Tolerance, dB ±0.4 ±0.2 ±0.5 ±0.3 ±0.4 ±0.4 00I 17.4 00 118.0 00 119.1 00 119.9 00 120.1 00 120.8 Gain by Beam Tilt, average, dBi 5 ° 117.6 5 ° 118.3 4 ° 119.2 4 ° 119.8 4 ° 120.3 4 ° 121.0 100117.5 100118.2 80119.0 80119.9 80120.2 80120.7 Beamwidth, Horizontal Tolerance, degrees ±1.2 ±1.9 ±2.1 ±2.3 ±1.8 ±2.2 Beamwidth, Vertical Tolerance, degrees ±0.5 ±0.2 ±0.3 ±0.2 ±0.3 ±0.1 USLS, beampeak to 20° above beampeak, dB 17 17 15 16 16 16 Front -to -Back Total Power at 180° ± 30°, dB 23 26 29 30 31 31 CPR at Boresight, dB 24 19 21 22 21 20 CPR at Sector, dB 16 18 12 13 14 16 * CommScope® supports NGMN recommendations on Base Station Antenna Standards (BASTA). To learn more about the benefits of BASTA, download the whitepaper Time to Raise the Bar on BSAs. Array Layout ©2017 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM ore registered trademarks, respectively, of CommScope. All specifications ore subject to change without notice. See www.commscope.com for the most current information. Revised: March 30, 2017 page 1 of 4 March 30, 2017 • • Product Specifications COMMSCQPE® JAHH-45C-1 3B Grounding Type Radiator Material Radome Material Reflector Material RF Connector Location Wind Loading, frontal Wind Loading, lateral Wind Loading, rear Wind Speed, maximum Dimensions Length Width Depth Net Weight, without mounting kit RF connector body grounded to reflector and mounting Aluminum I Low loss circuit board Fiberglass, UV resistant Aluminum Bottom 1460.0 N @ 150 km/h 328.2 Ibf @ 150 km/h 325.0 N @ 150 km/h 73.1 Ibf @ 150 km/h 1534.0 N @ 150 km/h 344.9 Ibf @ 150 km/h 241 km/h J 150 mph 2437.0 mm I 95.9 in 457.0 mm J 18.0 in 178.0 mm I 7.0 in 48.0 kg J 105.8 Ib Remote Electrical Tilt (RET) Information Input Voltage Internal Bias Tee Internal RET Power Consumption, idle state, maximum Power Consumption, normal conditions, maximum Protocol RET Interface RET Interface, quantity Packed Dimensions Length Width Depth Shipping Weight Regulatory Compliance/Certifications Agency RoHS 2011/65/EU China RoHS SJ/T 11364-2006 ISO 9001:2008 Included Products 10-30 Vdc Port l J Port 5 High band (1) 1.0 W 8.0 W 3GPP/AISG 2.0 (Single RET) 8-pin DIN Female J 8-pin DIN Male 2 female J 2 male Low band (2) 2559.0 mm J 100.7 in 608.0 mm J 23.9 in 346.0 mm I 13.6 in 72.7 kg I 160.3 Ib bracket Classification Compliant by Exemption Above Maximum Concentration Value (MCV) Designed, manufactured and/or distributed under this quality management system ©2017 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM are registered trademarks, respectively, of CommScope. page 3 of 4 All specifications ore subject to change without notice. See www.commscope.com for the most current information. Revised: March 30, 2017 March 30, 2017 SEA Hubbell 11iI I I I l Riverton l L_n_1 L/ L 5=f52n St1H eights 1 nd],St7 ��lr— 8:4 4th /4> 160th-St -/-- \ o 4,JE-P162ildr-ISt-17� 111 1, 1r .S 1.7001-St ` oo N 518 158t171St' r Cry^ i C*if , I� _ J `$Prang 47.46470°N 122.26748°W T \r -152ndza �� r G� mt 7 \ S 164th St= 1� :S) ^Di ��m Li F l / I�w_n c17o St—uU 7S OthSt u)CEJL >U 91 � cO�a S=i7-2r►d=St 5, 1 f43101,F6 3 tnr �0 d I ��Llr v q `S�' 72nd�t� 0 SeaTac ;:f--`/' UU i aN Q .S175thSt \` <rS=176t� h_Stl ( 1 \ N Seattle -Tacoma tryt;� S .80th•SSt' Bow Lake (I >�c� Q c.:. N1 ch c3 ir �`� S-182nd=St 7 1y78th— c> rQ IJ Valley ' .Ridge Park lY ��.�Tukwi[ Tukwila Pond oBakerBNd 0 ti l_ Strander Blvd—\ 'i �1 Fort Dent Park w -6 /7 a a Wig=6lvd� � o `. b MinkterBivd='�d-.---P 1—.3 6 0- rt 1 ° e 3.colr -\rnland-Dr ___ ,1S=180th-r jH �c 1026 n it 181 4/ W=16th=-5t Boeing Longacres Industrial Park Renton 111 I vI Ir'Ili , � v 'S=486th=PIIIi, CO co 1L, 1 lr ffi� cKent •,G �. N o U A 0 mi 0.2 0.4 0.6 0.8 Copyright and (P) 1988-2010 Microsoft Corporation and/or its srgpliers. PI rights reserved hapJ/www.m aosoftcorn/steetsl Certain mappng and drection data O 2010 NAVTEQ. Al rights reserved. The Data for areas of Canada includes information taken with permission from Catalan auAhorities, inducing: 0 Her Majesty the Queen in Right of Canada, O Queen's Printer for Ontario. NAVTEO and NAVTEO ON BOARD are trademarks of NAVTEQ.O 2010 Tele Atlas North America, Inc. AI rights reserved. Tele Atlas aid TeleAlas North America are trademarks of Tele Atlas, Inc. 0 2010 by Applied Geographic Systems. Al rights reserved. 1 1.2 a) F&P s+vd (v. I F ) Ft2P 1. 3x 3 x'14'f w!5)t? rep FGSa,Nr$ W ) WCSIV r Nu+) Pc.. Nye. 53k — 6515/8-- A 1 I-• .�� FeP Ltxyx lia" 14, 406- j1 I�,C I i I, � —__- _ __ _- t ?j f Via" I.,orE- QP Sr4APE,S Ape 1 is-z prAL-re4 s-rAW 3 ►Px, gtP-AC'VUILl- flged AS.1 1 f$.ofues $ : C1 1 e E44Add W is) FRP Cy. i F) CO FRP S3udd Irv,IF) 3 C 1.E: Ni�NE QUANTUM I CONSULTING ENGINEERS 1 l%a�1z�n Ste- /�•,-� ,s/�o,8 /836801 1511 THIRD AVENUE project date project no. SUITE 323 j'L'� $s �C OS/ $�f8�q SEATTLE, WA 98101 designer sheet TEL 206.957.3900 A ^ FAX 206.957.3901a`^�7��'�n�j www.quantumce.com client / checked by !LYNX Authorized Verizon Wireless Representative May 18, 2018 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 RECEIVED MAY 212018 Community Development RE: Verizon Wireless, "SEA Hubbell" - Proposed Rooftop Wireless Communication Facility Collocation 5301 Southcenter Blvd, Tukwila, PN 115720-0140, Zoned RCM Dear Community Development Department: On behalf of Verizon Wireless, Lynx Consulting is submitting a land use/site plan review, Eligible Facilities Request (6409) and building permit application to the City of Tukwila. Verizon Wireless is proposing the following scope of work: Reuse one existing power meter (abandoned by previous carrier) Reuse one existing AC power panel (abandoned by previous carrier) Add one Gen Plug Add one 18'-2" x 20'-2" screen wall (10' in height from top of existing parapet) Add two equipment cabinets within screened enclosure Add two screen wall mounted cabinets Add four panel antennas within screened enclosure Add three PCS/AWS RRUs near antennas Add three 700 RRUs near antennas Add three 850 RRUs near antennas Add one GPS antenna Add three outdoor raycap splitter/surge suppressors at antennas Add three rack -mounted raycap splitter/surge suppressors to proposed cabinet Add three 6x12 hybrid cables Planning discussions with City of Tukwila staff indicated this proposal is considered a collocation and is a Type I Planning decision and exempt from SEPA. This proposal is for the rooftop of the building located at 5301 Southcenter Blvd. There is presently already one carrier (Sprint) on this rooftop and an abandoned site of which Verizon Wireless will use several components (listed above). The proposed wireless facility will be screened from view with the addition of a new screen wall (dimensioned above); the top of which will be 43' above ground level (the existing penthouse on this building is 44'-4" AGL, as depicted on the existing and proposed elevations of the enclosed construction plans). The new screen wall will be painted and textured to match that which is existing to blend in completely with the building's facade and penthouse. Verizon Wireless has reached agreement with the building owner, PK Properties, and their consent is shown by the enclosed Affidavit of ownership/hold harmless signed by Charles Weston Butt of PK Properties LLC and the "Letter of Authorization (LOA) signed by Kristy Butt. Also enclosed is a print out of the King County Assessor's office showing PK Properties LLC as the site/building owner. Lynx Consulting, Inc. • 17311 135th Ave NE, Suite A-100, Woodinville, WA 98072 • ( (LYNX • Authorized Verizon Wireless Representative City of Tukwila Code Chapter 18.58, WIRELESS COMMUNICATION FACILITIES, is the code applied to this submittal, as is Section 6409 of Spectrum Act, ELIGIBLE FACILITIES MODIFICATIONS, which codifies what does and does not constitute a Substantial Change. Lynx Consulting believes this proposal is exempt from SEPA and major land use review for the following qualifying reasons: ELIGIBLE FACILITIES MODIFICATIONS AND TMC 18.58.200 STANDARDS FOR ELIGIBLE FACILITIES MODIFICATIONS Substantial change: A proposed facilities modification will substantially change the physical dimension of an eligible support structure if it meets any of the following criteria: a) 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 antennas not to exceed 20 feet, whichever is greater; for other eligible support structures, it increase the height of the structure by more than 10% or more than 10 feet, whichever is greater: RESPONSE: This proposal is not in the right-of-way but on an existing building's rooftop which already has wireless carriers in place. The existing building's penthouse is 44'-4" above ground level. This proposal's screen wall is 42'-6" AGL and so does not exceed the threshold for height. The screen wall is 10' in height from top of existing building parapet. b) 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 20', 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 more than 6 feet. RESPONSE: Does not apply. This is a rooftop proposal. c) 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 4 cabinets...: RESPONSE: This proposal is adding four equipment cabinets, two within the screened enclosure and two screen -wall mounted ones and does not exceed the Spectrum Act's definition of number of new cabinets. There is no equipment proposed at the ground level. d) For any eligible support structure: (1) it entails any excavation or deployment outside the current site; (2) it would defeat the concealment elements of the eligible support structure; or (3) it does not Lynx Consulting, Inc. •17311 135th Ave NE, Suite A-100, Woodinville, WA 98072 • ( ILYNX . • Authorized Verizon Wireless Representative comply with conditions associated with the siting approval of the construction or modification of the eligible support structure of base station equipment: RESPONSE: There is no excavation or deployment outside the current site; the proposal will be concealed behind a new screen wall, and there is no site or ground disturbance associated which would affect the original building's construction and/or conditions of site and permit approval. A Structural Analysis for this proposal and the existing building addresses structural integrity for building code compliance and is a part of this submittal. TMC Section 18.58.050, paragraph C, states the City's preferences for locating new wireless communication facilities are as follows: 1. Place antennas on existing structures, such as buildings, towers, water towers or other electrical transmission towers. The code section has been met by this proposal's siting on an existing building outside of public right-of-way. 2. Place WCF in non -residentially zoned districts: This site is zoned RCM and not residential. 3. Place antennas and tower on public property: Does not apply. 4. City Property/Public Rights of way: Does not apply. 5. WCF shall not be permitted on property designated as landmark: Does not apply. This proposal is also subject to TMC 18.58.100, "Concealed Building Mounted Development Requirements". The height must meet the height required of the underlying zone which is RMC. The height limit in the RCM zone is 3 stories or 35' feet. The height of the existing building parapet is 32.5' AGL and the top of the existing penthouse is 44'-4" AGL. The proposed screen wall to be added to the building's rooftop does not exceed the existing penthouse height and is not considered as part of the actual building as there is no occupancy. Rather, this is a collocation at an existing building, at which there are presently carriers other than Verizon Wireless in place and this siting is the highest rated preference under Tukwila siting standards. The height of the screen wall also qualifies under TMC Section 18.58.100 Concealed Building Mounted Development Requirements in that it is a screened wall to be finished to match the existing building materials and it is not intended for human occupancy. We believe we have demonstrated this proposed rooftop facility meets both TMC zoning code requirement and Eligible Facilities Modifications of Section 6409 of the Spectrum Act (FCC) and are respectfully requesting this proposal be reviewed for land use/site plan and building permit approval. Included with this narrative are the following for submittal to the City: Four sets of signed/stamped construction plans Commercial Building Permit Application, Hold Harmless and Landowner Authorization Noise Study NIER Lynx Consulting, Inc. •17311 135th Ave NE, Suite A-100, Woodinville, WA 98072 • ( (LYNX Authorized Verizon Wireless Representative Structural Analysis Report King County Assessor property detail print-out The estimated value of this WCF is $230,000. If you have any questions or need additional information in order to process this permit review and approval request, please let me know. I can be reached at 425 877 1871, x 5 (land line); cell phone is 206 972 1368 and my email is Azavales@lynxconsulting.org All questions and correspondence concerning this proposal should be sent to Lynx Consulting, Inc. 17311 135th Ave NE, A100, Woodinville, WA 98072, attention Aileen Zavales. Thank you for your consideration. Sincer Aileen Zavales Lynx Consulting, Inc. 206 972 1368 Azavales@lynxconsulting.org Enclosures Lynx Consulting, Inc. •17311 135th Ave NE, Suite A-100, Woodinville, WA 98072 • ( THE GREENBUSCH GROUP, INC. DATE: April 6, 2018 TO: Julei Compos — Lynx Consulting, Inc. FROM: Justin Morgan, INCE — The Greenbusch Group, Inc. RE: Sea Hubbell Cell Tower Noise Study Transmitted by: ❑ Mail ❑ Delivery ❑ Fax ® E-mail INTRODUCTION The intent of this Noise Study is to evaluate sound levels associated with the proposed Verizon Cell Tower located at 5301 Southcenter Boulevard in Tukwila, Washington. This Noise Study includes predicted sound levels at neighboring property lines and an assessment of compliance with City of Tukwila noise regulations. SUMMARY Based on the analysis outlined in this report, no mitigation is required to comply with sound level limits specified in the City of Tukwila Municipal Code. NOMENCLATURE Decibel The auditory response to sound is a complex process that occurs over a wide range of frequencies and intensities. Decibel levels, or "dB," are a form of shorthand that compresses this broad range of intensities with a convenient numerical scale. The decibel scale is logarithmic. For example, using the decibel scale, a doubling or halving of energy causes the sound level to change by 3 dB; it does not double or halve the sound loudness as might be expected. The minimum sound level variation perceptible to a human observer is generally around 3- dB. A 5-dB change is clearly perceptible, and an 8 to 10 dB change is associated with a perceived doubling or halving of loudness. The human ear has a unique response to sound pressure. It is less sensitive to those sounds falling outside the speech frequency range. Sound level meters and monitors utilize a filtering system to approximate human perception of sound. Measurements made utilizing this filtering system are referred to as "A weighted" and are called "dBA". Common sound pressure levels are reported below in Table 1. RECEIVED MAY 21 2018 Community Development p) 206.378.0569 f) 206.378-0641 www.greenbusch.com 1900 West Nickerson Street, Suite 201 Seattle, WA 981.19 April 6, 2018 Page 2 Sea Hubbell Cell Tower Noise Study Table 1. A -weighted Levels of Common Sounds . Sound Sound Level ' (dBA) Approximate Relative Loudness' Jet Plane @ 100 feet 130 128 Rock Music with Amplifier 120 64 Thunder, Danger of Permanent Hearing Loss 110 32 Boiler Shop, Power Mower 100 16 Orchestral Crescendo at 25 feet 90 8 Busy Street 80 4 Interior of Department Store 70 2 Ordinary Conversation @ 3 feet 60 1 Quiet Car at Low Speed 50 1/2 Average Office 40 1/4 City Residence, Interior 30 1/8 Quiet Country Residence, Interior 20 1/16 Rustle of Leaves 10 1/32 Threshold of Hearing 0 1/64 1. As compared to ordinary conversation at 3 feet. Source: US Department of Housing and Urban Development, Aircraft Noise Impact Planning Guidelines for Local Agencies, November 1972. Metrics • Equivalent Sound Level, Leq Leg is the A -weighted level of a constant sound having the same energy content as the actual time -varying level during a specified interval. The Leg is used to characterize complex, fluctuating sound levels with a single number. Typical intervals for Leg are hourly, daily and annually. • Sound Pressure Level, SPL Sound pressure level correlates with what is heard by the human ear. SPL is defined as the squared ratio of the sound pressure with reference to 20 pPa. Sound pressure is affected by distance, path, barriers, directivity, etc. • Sound Power Level, LA Sound power is the amount of energy per second generated by a source, measured in watts. The sound power level (LwA) is a decibel representation with a reference value of 1 pico-watt (pW). Sound power is independent of distance, path, or influence from any nearby surfaces. The Greenbusch Group, Inc. p) 206.378.0569 f) 206.378-0641 www.greenbusch.com 1900 West Nickerson Street, Suite 201 Seattle, WA 98119 • • April 6, 2018 Page 3 Sea Hubbell CeII Tower Noise Study ZONING AND REGULATORY CRITERIA City of Tukwila Sound levels within the City of Tukwila are identified in Tukwila Municipal Code (TMC) Chapter 8.22. TMC Chapter 8.22.050 defines allowable exterior sound level limits based on the districts of the sound source and receiving property. Districts within the City of Tukwila are defined by zoning in TMC Chapter 8.22.020 as follows: • Residential District: Low Density Residential (LDR) Medium Density Residential (MDR) High Density Residential (HDR) • Commercial District: Mixed Use Office (MUO) Office (0) Residential Commercial Center (RCC) Neighborhood Commercial Center (NCC) Regional Commercial (RC) Regional Commercial Mixed Use (RCM) Tukwila Urban Center (TUC) Commercial Light Industrial (C/LI) Tukwila Valley South (TVS) • Industrial District: Light Industrial (LI) Heavy Industrial (HI) Manufacturing Industrial Center/Light Industrial (MIC/L) Manufacturing Industrial/Heavy Industrial (MIC/H) Maximum permissible sound levels specified in TMC Chapter 8.22.050.1 are provided in the Table below. Table 2. Maximum Permissible Sound Levels, dBA District of Noise Source District of Receiving Property Residential (day/night) Commercial Industrial Residential 55/45 57 60 Commercial 57/45 60 65 Industrial 60/50 65 70 Source: TMC Chapter 8.22.050.1 Nighttime hours are defined in TMC Chapter 8.22.020 and include the hours between 10:00 PM and 7:00 AM on weekdays and 10:00 PM and 8:00 AM on weekends and State - recognized holidays. Modifications to the exterior sound level limits set forth in Table 2 are provided in TMC Chapter 8.22.050.2 and are as follows: • Sound levels shown in Table 2 may be exceeded for short durations for any receiving property at any time as follows: o Increase by 5 dBA for fifteen minutes in any one -hour period; o Increase by 10 dBA for five minutes in any one -hour period; or o Increase by 15 dBA for one and a half minutes in any one hour period The Greenbusch Group, Inc. p) 206.378.0569 f) 206.378-0641 www.greenbusch.com 1900 West Nickerson Street, Suite 201 Seattle, WA 98119 April 6, 2018 Page 4 Sea Hubbell Cell Tower Noise Study Zoning The Site and properties located west, northwest and across Interstate 5 to the east of the Site are all zoned Regional Commercial Mixed Used (RMC). Properties across Interstate 5 to the northeast of the Site are zoned High Density Residential (HDR). Properties southeast of the Site, across the junction of Interstate 5, Interstate 405 and State Route 518 are zoned Tukwila Urban Center -Regional Commercial. Low Density Residential (LDR) properties are located south of the Site across State Route 518. Figure 1. Zoning ••••••••-••••••• ••••• r „ rrrrirrrrrrrirrrr.,:,rrrrrrr orrrr,r.r,,r111': ACM (corrtmocciat) rrrrrtrrrrr„rr,„,,rr,„ ,,I01 iulu,11 ', 'Oar rIllr r,,,r,r,rr,;rrrrrrrirrrrrr,r,r,rirrrrrr.r,r„,,r,,rl.rrrrrorrrirr,Irrrrrrriirmiru,rrrrrgr,r1rIrr",011 • RCM (COMMOrCtal) HilirrirrIrrrrrirrirrr„rrutrirrrurrorr,r,krr,„;„...,...,..„. r„ „,or Maximum permissible permissible sound levels from the Site are presented in the Table below. Table 3. Maximum Permissible Sound Levels, dBA Property Line Daytime, Hourly L„,, Nighttime, Hourly L„ Northwest 60 60 Northeast 57 47 East 60 60 Southeast 60 60 South 57 47 West 60 60 Source: TMC Chapter 8.22.020 arid TMC 8.22.050 The Greerlbusch GrArrw.p,, 2,(,)4„,„ 378 Crr'fr.rrri.„;:rrr 1.) rrrO78-nnoll rrprorrrnrnrr-r,cor corn '19 • • April 6, 2018 Page 5 Sea Hubbell Cell Tower Noise Study ACOUSTICAL MODEL The primary tool used to predict sound levels at neighboring property lines was a 3-D computer noise modeling software environment, Cadna/A. Cadna/A utilizes the CADNA (Control of Accuracy and Debugging for Numerical Applications) computation engine developed by the Pierre et Marie Curie University of Paris. The model used for this project utilized the International Organization for Standardization 9613 Part II algorithms, implemented in the Cadna/A software, which accounted for the effects of distance, topography, and surface reflections on sound levels. The locations of the equipment cabinets, rooftop screening walls and on -site building elevation information were determined from drawings provided by Lynx Consulting, Inc. Topography and property lines used in the model were determined from King County Geographical Information System (GIS) data. Zoning information was obtained from zoning maps available on the City of Tukwila website. ANALYSIS The electrical equipment and screening walls were activated in the computer noise model based on drawings provided by Lynx Consulting, Inc. The sound power levels used in the model are presented in Table 4 below, we recommend including these as maximum permissible sound power levels in equipment procurement specifications. Table 4. Eauipment Sound Power Levels Equipment Sound Power Level (LWA) Electrical and Battery Cabinets' 93 . No sound data was available for electrical cabinets. Therefore, each cabinet was assumed to be 85 dBA measured 3 feet from the units. RESULTS The following Table provides predicted sound levels at adjacent receiving property lines. These predicted sound levels do not include contributions from the existing or future ambient noise environment. Table 5. Predicted Sound Levels at Neighboring Properties (hourly Lea), dBA Property • SMC Sound Level Limit•Levels (day/night) Predicted Sound Complies with TMC Northwest 60/60 47 Yes Northeast 57/47 29 East 60/60 25 Southeast 60/60 20 South 57/47 35 West 60/60 51 As shown in Table 5, predicted sound levels produced by the proposed electrical equipment comply with TMC daytime and nighttime sound level limits. Figure 2 provides predicted sound level contours calculated five feet above grade. The Greenbusch Group, Inc. p) 206.378.0569 f) 206.378-0641 www.greenbusch.com 1900 West Nickerson Street, Suite 201 Seattle, WA 98119 April 6, 2018 Page 6 Sea Hubbell Cell Tower Noise Study Figure 2. Predicted Sound Level Contours, dBA ...,.... .8.88 „„. l((1(111111111 11 11 11 111 ,11111111111111111111111 1101 „, .111111' „. r 50 dBA " 'ttttttO'tttt,t1t .8111' CONCLUSION Based on the information provided to our office by Lynx Consulting, Inc., sound generated by the proposed electrical equipment is predicted to be within the maximum sound levels set forth in the City of Tukwila Municipal Code at all receiving property lines. No noise mitigation is required. Respectfully submitted; Justin Morgan, INCE Acoustician Reviewed by: Adam C. Jenkins, PE(OR), INCE Bd. Cert. Associate Principal Tho, Greenbosch 1,11 tttitti 8,77t: OYtt't n 28ttti :78 0(811 88,8m ,88,8881-88,811 8(88 18700 1Vet- t Nick STATE OF WASHINGTON COUNTY OF KING 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 ss The undersigned being duly sworn and upon oath states as follows: Community 1. I am the current owner of the property which is the subject of this application. Development 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. RECE vED MAY 21 2018 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 _' O cou`4\ (e vei r 1V CJ for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at 4- 0 V " \ TV4 Y1 (city), /v tk (state), on Lam ' 1 C '-T , 20 (Print Name) (Address) . C'6' rLC--1%4 (Phone Number) (Signature) \] t& 1,t L es I> kk\ t On this day personally appeared before me (. 4 cutle • . %eJ) tJ TJ to me known to be the individual who executed the foregoing instnunent and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS /S — DY OF n ir` , 20 / b • Notary Public State of Washington KRISTINA V ENACHE MY COMMISSION EXPIRES +homeow4zernia.214,,,,...." NOTARY PUBLIC in and for the State of Was ington • residing at 23(0 3 Litz (8S a- A-t. -- jNho fuu,J, 611 C-t b P Z My Commission expires on JL) f . b (,. '?� W:\@SHAREPOINT FOLDER RES]RUCTURE\Reference APPLICATIONS - Land Use Apps & Handouts \CURRENT LAND USE APPLICATIONSIafl apps\Wireless Communication Facility March 2016.docx • Lt LYNX Property Owner Authorization Form I hereby affirm that I am the owner of the property located at Property Address/Location: 5301 Southcenter Blvd City and State: Tukwila, WA Zip Code: 98188 Parcel Number: 1157200140 VASFt1 Habbe Project/Activity for which Application is being made: Verizon Wireless proposes to install a rooftop wireless facility, including but not limited installation of screen wall, equipment cabinets, panel antennas, remote radio units and other related ancillary equipment. We authorize Lynx Consulting to make application to City of Tukwila for the above described permit action. Signature of Owner: Printed Owner Name: Date: Printed Name of Permit Applicant/Owner's Authorized Agent: Lynx Consulting, Aileen Zavales Address: 17311 135a' Avenue N.E. #A-100 City: Woodinville State: WA Zip Code: 98072 Telephone Number: 206 972 1368 Signature of Applicant/Agent: �� - . —'— Date: 3" 9h - ) S 1 ; 1.7311 135th Avenue NE, Suite A-100, Woodinville, WA 98072 RECEIVED MAY 212018 Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 WIRELESS TELE- COMMUNICATION FACILITIES APPLICATION FOR STAFF USE ONLY Planner: File Number: % %k _ Oa 41 Application Complete Date: Project File Number: Ai ._- l'D3/ Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: VB '()14Y1 .,1V d r1 / S A PWWbeI j BRIEF DESCRIPTION OF PROJECT: 1201)14DP LGvr c etfal 4) LLF 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. 5 3-6 I 5o "cAvvi-r-c- C31 VOj LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1 I S1 aofj(4o 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: !'l i� k4M Z 6 1v`1/ S k l/� '�S V I `� 1^ Ll, G Address: 1 "131 1 13C ` )41J. IvE —1UU W UUGdihv l k kiA � �a— Phone: `)-,01' 1'73- 13L'? / LIzS %,1'1 1 01 Y 5 )1z4�0/41/3 1"yhYGuti:s�l��'t , �g Signature: " Date: S. -_ 1 7- )VI E-mail: RECEIVED W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS \D YJir2l sICc l lecation Facility.docx Community Development COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application. You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre - application meeting or at the time of application submittal. Application review will not begin until it is determined to be complete. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Check items submitted with application Information Required. - Additional materials may be required. . APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. './ 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (5 copies). „�c,, `r"� 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x 11". Plans shall be no greater than 24" x 36". 4. Application Fee: See Land Use Fee Schedule. V. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 4iiIi 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. 17 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. 8. Sensitive Area studies and proposed mitigation (if required). 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC 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 locattoo,, 4ditjQn4J pf...,„ W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\D 'Are Com ica on Facility.docx MAY 212018 Community Development 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. RELIVED MAY 212018 Community _Development W:\@SHAREPOINT FOLDER RESTRUCTURE \Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\D FT Wireless Communication Facility.docx CUENT: • venzon PROJECT NAME: PROJECT LOCATION: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 verizonvi IMPLDAENTAGON TEAM/CUENT: IfLYNX DO NOT SCALE TANNINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION, AU. DRAWINGS AND SPECIFICATIONS REMAIN 1HE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. VICINITY MAP PROJECT INFORMATION LIST OF DRAWINGS o Jroh000lIMI tiOomoonal. too1 Wood 51, et WEL& I.mod0 "JOI* I I°. LJAVIII*4 I.IolMoot* kAfflI*046?,, o , RoJINdl 10` 0 o , Gaul :Kamm * Sesthcavatox ktomorto4 Vol Jo1.10°ItIli *cat,r4A o ,• IO'Ij„4„ 6011,1 CAC* onwrtmonott Newport Ho gkook „ A4JOJIAMIIRII ' 0 do 5 031/0 " 51144 , o Someltmoollotm Mow , tIomotoomiroivo, oo, o t o/r4 O.Jot IoNoott Apw*Jumott SohoottoolopooJ o, tossate Omsk Lama Somas N JURISDICTION: ZONING CLASS: PARCEL NUMBER: TRS: PARCEL SIZE CITY OF TUKWILA RCM (REGIONAL COMMERCIAL MIXED USE) 115720-0140 SEC 23, TWN 23N, RNG 4E 0.55 ACRES LATITUDE (GPS): LONGITUDE (GPS): GROUND ELEVATION: STRUCTURE HEIGHT: HIGHEST APPURTENANCE: 47'27'52.92.N 47.464700' 12716.02.93V 122.267481' 60.0' AMSL 44.-4. (TOP OF PENTHOUSE) 43.-0" (TOP OF SCREEN WALL) SHEET DESCRIPTION o Prolvold P ;AA:Rai Taga Sgx; I'Znanraf,20a SCOPE OF WORK VERIZON WIRELESS PROPOSES TO INSTALL A WIRELESS FACIUTY WITH THE FOLLOWING SCOPE OF WORK: • REUSE (1) EXISTING POWER METER (ABANDONED BY PREVIOUS CARRIER) • REUSE (1) EXISTING AC POWER PANEL (ABANDONED BY PREVIOUS CARRIER) • ADD 1 GEN PLUG • ADD 1 18•-2x20.-2- SCREEN WALL • ADD 2 EQUIPMENT CABINETS WITHIN SCREENED ENCLOSURE • ADD 2 SCREEN WALL MOUNTED CABINETS • ADD 4 PANEL ANTENNAS WITHIN SCREENED ENCLOSURE • ADO 2 PANEL ANTENNAS FLUSH MOUNTED TO EXISTING PENTHOUSE • ADO 3 PCS/AWS RRU'S (RRUS8843 B2/866) NEAR ANTENNAS • ADO 3 700 RRU'S (RRUS22212 513) NEAR ANTENNAS • ADD 3 850 RRU'S (RRUS22212 85) NEAR ANTENNAS • ADD 1 GPS ANTENNA • ADD 3 OUTDOOR 6-PORT RAYCAP SPUTTER/SURGE SUPPRESSORS AT ANTENNAS • ADD 3 RACK MOUNTED 6-PORT RAYCAP SPUTTER/SURGE SUPPRESSORS TO PROPOSED CABINET • ADD 3 6x12 HYBRID CABLES LEGAL DESCRIPTION T-1 COVER SHEET N-1 GENERAL NOTES SV-1 SITE SURVEY C-1 PROPOSED SITE PLAN A-1 EXISTING ROOF PLAN A-2 PROPOSED ROOF PLAN A-3 EXISTING AND PROPOSED ELEVATIONS A-4 CONSTRUCTION DETAILS A-5 CONSTRUCTION DETAILS RF-1 PROPOSED ANTENNA CONFIGURATION RF-2 PROPOSED IT DIAGRAM 51.0 GENERAL STRUCTURAL NOTES S1.1 GENERAL STRUCTURAL NOTES S2.0 PROPOSED ROOF PLAN 52.1 PLANS 53,0 ELEVATIONS 54.0 DETAJLS 55.0 DETAILS E-1 PROPOSED UTIUTY PLAN E-2 UTILITY NOTES AND DETAILS E-3 PROPOSED GROUNDING PLAN E-4 GROUNDING NOTES AND DETAILS E-5 GROUNDING DETAILS REV DATE DESCRIPTION - a"") .a.;o 5/17/18 ISSUED FOR REVIEW BROOKVALE GARDEN TRS POR W OF LN 1099.58 Fl E OF W LN OF SW 1/4 SEC 23-23-4 LESS ST HWYS PLAT BLOCK: PLAT LOT: 14 CODE COMPLIANCE DRIVING DIRECTIONS CONTACTS (FROM BELLEVUE, WA) • HEADING WEST ON I-90 W, USE THE RIGHT TWO LANES TO TAKE EXIT 10 FOR INTERSTATE 405 S TOWARD RENTON. • KEEPING LEFT AT THE FORK. MERGE ONTO I-405 S. • TAKE THE SOUTHCENTER BLVD EXIT. • KEEP LEFT AT THE FORK TO CONTINUE TOWARD SOUTHCENTER BLVD. • TURN LEFT ONTO SOUTHCENTER BLVD. • TURN LEFT ONTO 53RD AVE S. • SITE IS ON ROOFTOP OF BUILDING ON THE LEFT. M0KIM:11Y Mat PK PROPERTIES LLC 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 PRO-11. OF *MIRO- BERT WHITE LYNX CONSULTING, INC 17311 135TH AVE NE. SUITE A-100 WOODINVILLE, WA 98072 PHONE: (253) 230-2335 bwhiteOlynxconsulting,org APPISHIRLICEYANTVAN. GEN VERIZON WIRELESS (VAW) LLC (d/b/a VERIZON WIRELESS) 3245 158TH AVE SE, MS 231 BELLEVUE, WA 98009 PHONE: (425) 603-2824 *Mrststa-OGEK: PERM:MIC JULEI CAMPOS A LE EN ZAVALES ACT. LYNX CONSULTING, INC LYNX CONSULTING, INC 17311 135TH AVE NE, SUITE A-100 17311 135TH AVE NE. SUITE A-100 WOODINVILLE, WA 98072 WOODINVILLE. WA 98072 PHONE: (206) 388-7611 PHONE: (206) 972-1368 jcamposOlynxconsulting.org azcrvalesOlynxconsulting.org ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES:, WASUNCION STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 2015 WIERNMWONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECNANK*L coce (noc) Ems Romanowm. FIRE CODE (FC) 2017 wow. ELECTRIC COOE (NFPA 70) NNW/WA-222—C (REVISION C) PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 APPROVALS TITLE SIGNATURE DATE REPRESENTATIVE SHEET TITLE COVER SHEET RF ENGINEER PROJECT NUMBER: DATE: 5/16/18 PROPERTY OWNER DRAFTER: BEW PROCESSIONAL OF RECORD BEW REVISION NO: SHEET NO: 1 GENERAL NOTES CONCRETE NOTES CLIENT: 1. THESE DOCUMENTS ARE FOR THE DESIGN OF AN UNMANNED TELECOMMUNICATIONS FACILITY. THE FACIUTY SHALL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. THE FACIUTY WILL NOT BE OPEN TO THE PUBLIC AND SHALL HAVE RESTRICTED ACCESS TO THE WIRELESS CARRIER'S PERSONNEL AND SERVICE EQUIPMENT. 2. THE WIRELESS CARRIER CERTIFIES THAT THIS TELECOMMUNICATIONS FACIUTY WILL BE SERVICED ONLY BY THE CARRIER'S EMPLOYEES AND THEIR SUB -CONTRACTORS, FOR INSPECTION AND REPAIR PURPOSES ONLY. 3. ON AVERAGE THE WIRELESS CARRIER'S EMPLOYEES OR SUB -CONTRACTORS (TYPICALLY ONE PERSON) WILL VISIT THE WIRELESS FACILITY TWO TIMES PER MONTH FOR A DURATION OF APPROXIMATELY ONE HOUR. 4. 5. 6. 7. 8. 9. 10. 11. 12. THIS FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO ADA ACCESS IS REQUIRED). THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS FACILITY. NO WASTE WATER WILL BE GENERATED FROM THIS FACILITY. NO SOUD WASTE WILL BE GENERATED FROM THIS FACILITY. WORK SHALL COMPLY WITH ALL APPUCABLE STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES. ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. WORK SHALL COMPLY WITH ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS. THE CONTRACTOR SHALL FOLLOW SPECIFICATIONS SHOWN IN THESE DOCUMENTS, ONLY WHEN THOSE SPECIFICATIONS ARE MORE STRINGENT THAN THE MANUFACTURER'S. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL UKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS OTHERWISE NOTED. IN EVERY EVENT. THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED AS A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION. HOWEVER, THIS SHALL NOT REUEVE THE CONTRACTOR. SUB -CONTRACTOR. AND/OR SUPPUER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE. ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE. IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL WIRE), OR AND/OR NCREASEDSLENGTH R(L E. BOLT/ RBAR (LENGTHS).. THEN QIT SHALL (IBE DEEMED AND UNDERSTOODREDUCED TO BEINCLUDED IN THE BID/PROPOSAL THESE DOCUMENTS ARE MEANT TO SERVE AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 13. SEE THE STRUCTURAL ANALYSIS BY OTHERS UNDER SEPARATE COVER FOR APPLICABLE CODE REFERENCES AND PROPOSED DESIGN LOADS. 14. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (STAMPED AND SIGNED) PROVIDED BY OTHERS UNDER SEPARATE COVER. 15. THE CONTRACTOR, PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT, AND/OR COAX CABLES, SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRE, ALL APPUCABLE MEMBERS AS INDICATED IN THE CERTIFIED STRUCTURAL ANALYSIS. 16. THESE DESIGN DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ENGINEER AND THE CONTRACTOR. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE AND ANY SURROUNDING AREA TO BETTER THAN EXISTING CONDITION. 18. THE CONTRACTOR SHALL ADEOUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE. BREAKAGE, COLLAPSE. ETC., ACCORDING TO APPUCABLE CODES. STANDARDS AND BEST CONSTRUCTION PRACTICES. 19. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL SITE CONDITIONS AND INSTALLATIONS. 20. WHERE NEW PAVING. CONCRETE SIDEWALKS. OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING SLOPE AND ELEVATION AS TO MAINTAIN A SMOOTH TRANSITION. 21. ALL ITEMS NOT USTED AS 'EXISTING OR 'PROVIDED BY OTHERS' ARE TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 22. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW. UNLESS OTHERWISE NOTED. 23. WHERE EXISTING MATERIALS ARE RE -USED. THE CONTRACTOR SHALL ENSURE THAT ALL OF THE EXISTING MATERIALS ARE FREE FROM DEFECTS OR HAVE BEEN REPAIRED TO LIKE NEW CONDITION. 24. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN ONE YEAR AFTER FINAL ACCEPTANCE OF THE ENTIRE PROJECT OR A PREDETERMINED PERIOD OF TIME (AS NEGOTIATED WITH THE PROPERTY OWNER AND WIRELESS CARRIER). WHICHEVER IS GREATER. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONDITION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES. THE PROPERTY OWNER SHALL BE SOLE AND FINAL JUDGE AS TO THE QUAUTY OF THE REPAIRED CONSTRUCTION. ANY REPAIRS OR MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE EXPENSE OF THE CONTRACTOR. 26. THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. LYNX CONSULTING INC. CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS AS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. THE CONTRACTOR AND SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY AU. EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. THE CONTRACTOR AND SUB -CONTRACTORS SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 27. 28. 29. THE CONTRACTOR SHALL CALL FOR UTIUTY LOCATES. VERIFY LOCATIONS AND MARK ALL BURIED UTIUTIES PRIOR TO PERFORMING ANY EXCAVATIONS OR GRADING ACTMIIES. DO NOT SCALE THESE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTERUNE OF ELEMENTS. UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS SHALL BE VERIFIED AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. LYNX CONSULTING INC. HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIALS. INCLUDING. BUT NO UMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. LYNX CONSULTING INC. DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE PROPERTY OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE PROPERTY OWNER IN WRITING. 30. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. DIMENSIONS, AND UTIUTIES ON SITE PRIOR TO THE COMMENCEMENT OF WORK. ALL DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE EXISTING ONSITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. NO CLAIM FOR ADDITIONAL COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT. WILL BE ACCEPTED OR PAID. 31. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL. MECHANICAL. ELECTRICAL, PLUMBING. CIVIL. OR ARCHITECTURAL WORK. 32. THE CONTRACTOR SHALL VERIFY THAT NO CONFUCTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS AND THAT ALL REOUIRED CLEARANCES FOR THE INSTALLATION AND MAINTENANCE ARE MET. IN THE CASE OF ANY CONFUCTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE ENGINEER HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE FACILITY WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 33. IF THE CONTRACTOR OR SUB -CONTRACTORS FIND IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBIUTY TO PROVIDE THE ENGINEER WITH COPIES OF THE PROPOSED CHANGES FOR THEIR APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING EXECUTION OF THE WORK. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE IBC 2015. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION SLAB ON GRADE TOPPING SUBS CONCRETE PIERS 28 DAY STRENGTH (fo) 3,000 PSI ALL STRUCTURAL CONCRETE 4,000 PSI W/C RATIO `- 0.45 S 0.45 CONCRETE WALLS 4,000 P51 `- 0.45 CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. MINIMUM CEMENT CONTENT PER CUBIC YARD 5 1/2 SACKS 6 1/2 SACKS 6 1/2 SACKS 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINMENT AGENT CONFORMING TO ASTM C260. C494, C989. AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE IBC 2015. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, 4=60,000 P51. EXCEPTIONS: ANY BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615. GRADE 60, fy-60.000 P51. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DO DETAILED OR APPROVED BY THE ENGINEER. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED 3" SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH OR WEATHER 6 BARS OR LARGER) 2" 5 BARS OR SMALLER) 1-1/2' SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 3/4' 13. NON -SHRINKING GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3.000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILT1 BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. verizol IMPLEMENTATION TEAM/CLIENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING. WC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION SAY 2-12010 SPECIAL INSPECTIONS STRUCTURAL STEEL NOTES LEGEND (7nr Irm lnand RECOMMENDED TESTING AGENCY: PHONE: (_) (A WABO-CERTIFIED SPECIAL INSPECTION AGENCY IS REQUIRED) THE OWNER, OR THE OWNER'S AGENT, IS REQUIRED TO HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. THE INDEPENDENT AGENCY HIRED TO PERFORM THE DUTIES OF SPECIAL INSPECTION IS REQUIRED TO BE A REGISTERED AGENCY WITH WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO), UNDER THE SPECIAL INSPECTION REGISTRATION PROGRAM (SIRP) STANDARD NO. 1701 OR MOST CURRENT ADOPTED SPECIAL INSPECTION STANDARD PUBLISHED BY WABO. SPECIAL INSPECTOR MUST BE CONTACTED IN ADVANCE OF ANY WORK NOTED BELOW. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S DESIGNEE TO NOTIFY THE SPECIAL INSPECTION AGENCY AND SCHEDULE A BUILDING INSPECTION IN A TIMELY MANNER. COPIES OF ALL INSPECTION REPORTS MUST BE POSTED ON SITE AND SUMMARY LETTERS SUBMITTED TO THE BUILDING INSPECTION SUPERVISOR. UNRESOLVED NON-CONFORMANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MUNICIPALITY'S INSPECTOR. REQUIRED SPECIAL INSPECTIONS 2015 INTERNATIONAL BUILDING CODE; SECTIONS 1701, 1704, & 1705 ❑ STRUCTURAL STEEL (1705.2; RISC 360) ❑ ❑ STEEL - OTHER THAN STRUCTURAL STEEL (1705.2.2) 0 ❑ STRUCTURAL CONCRETE (1705.3)0 ❑ 0 0 O 0 O 0 0 0 ❑ REINF. STEEL/PRESTRESSING TENDONS (1705.3) ❑ SHOTCRETE (1705.3; 1910) ❑ STRUCTURAL MASONRY (1075.4) TMS 402/ACI 530/ASCE 5: TMS 602/ACI 530.1/ASCE 6 ❑ HIGH LOAD DIAPHRAGMS (WOOD 1705.5.1) ❑ GRADING, EXCAVATION, AND FIWNG (SOILS 1705.6) ❑ DRIVEN DEEP FOUNDATIONS (1705.7) ❑ CAST -IN -PLACE DEEP FOUNDATIONS (1705.8) ❑ INSTALLATION OF PRECAST ELEMENTS (1705.3) ❑ OTHER SPRAYED FIRE -REST MATERIALS (1705.3) INTUMESCENT FIRE -RESIST CTGS (1705.14) EIFS (1705.15) POST -INSTALLED ANCHORS (1705.3; AISC 315: D.9.2) SMOKE CONTROL (1705.17) STRUCTURAL STEEL (SFRS 1705.11.1; AISC 314) STRUCTURAL WOOD (SFRS 1705.11.2) COLD FORMED STEEL FRAMING (SFRS 1705.11.2) ACCESS FLOORS (SFRS 1705.11.5.1) STORAGE RACKS (SFRS 1705.11.7) ARCHITECTURAL COMPONENTS (SFRS 1705.11.5) MECH. AND ELEC. COMPONENTS (SFRS 1705.11.6) SEISMIC ISOLATION SYSILMS (SFRS 1705.11.8) 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON A.I.S.I "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2015 CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER WIDE FLANGE SHAPE S OTHER SHAPES, PLATES AND RODS PIPE COLUMNS STRUCTURAL TUBING ANCHOR BOLTS CONNECTION BOLTS ASTM A992, Tv 50 KSI ASTM A36, f 36 KSI ASTM A53, fy 35 KSI ASTM A500, Tv 46 KSI ASTM A307 ASTM A325 ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREOUAUFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REOUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE. SIZE AND CAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIAMETER) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIAMETER ASTM A307 BOLTS UNLESS NOTED OTHERWISE.• . 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRIVING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. LARGE SCALE DETAIL SHEET NUMBER DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SECTION DETAIL Cali Before You Dig Dav( ic, merit 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TILE GENERAL NOTES PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEY! PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET NO: N - 1 CATCH BASIN r BUILDING OVERHANG / CANOPY CANOPY 1 OL4 LFFB5 9 �-- , f('� UTILITY PULLBOX FS 1 1 76.8J`, BLOC ANTENNA #110 UTILITY PULLBOX DRAIN I /LOR ROOF SECTION _/158th STr ,5 r 601h T SURVEY DATE 06/14/2017 1501h I ST 541h 1-105 756-t' gAiO r LA •• ¢ • ICINITY MAP N.T.S. ST BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON U.S. STATE PLANE NAD83 COORDINATE SYSTEM WASHINGTON STATE PLANE COORDINATE ZONE NORTH, DETERMINED BY CPS OBSERVATIONS. GRID -TO -GROUND SCALE FACTOR NOTE ALL BEARINGS AND DISTANCES ARE BASED ON THE WASHINGTON NORTH STATE PLANE COORDINATE ZONE GRID. TO DERIVE GROUND DISTANCES DIVIDE BY 0.99999651 BENCHMARK PROJECT ELEVATIONS ESTABLISHED FROM CPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION OF NGS 'GEOID 1213' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY REAL TIME KINETIC (RTK) CPS DATA PROCESSED ON THE WASHINGTON STATE REFERENCE NETWORK (WSRN). ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NAVD88 DATUM. FLOOD ZONE THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE "X". ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP. MAP ID ij53033C0959F, DATED 05/16/1995. POSITION OF GEODETIC COORDINATES - BLDG. CENTER LATITUDE 47' 27' 52.8" (47.464667) NORTH (NAD83) LONGITUDE 122' 16' 03.3" (122.267583)WEST(NA083) GROUND ELEVATION 0 52.4' (NAVD88) POSITION OF GEODETIC COORDINATES - ANTENNA (/1 LATITUDE 47' 27' 53.2" (47.464778) NORTH (NA083) LONGITUDE 122' 16' 03.0" (122.267500)WEST (NAD83) GROUND ELEVATION ® 52.4' (NAVD88) POSITION OF GEODETIC COORDINATES - ANTENNA y2 LATITUDE 47' 27' 53.0" (47.464722) NORTH (NAD83) LONGITUDE 122' 16' 02.8" (122.267444)WEST(NAD83) GROUND ELEVATION 0 52.4' (NAVD88) UTILITY NOTES SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS ARE DEFINITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION AND/ OR REPLACEMENT 15 THE RESPONSIBILITY OF THE CONTRACTOR. SURVEYOR'S NOTES SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY. ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. LESSOR'S LEGAL DESCRIPTION THE LAND IN THE COUNTY OF KING, STATE OF WASHINGTON. DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 14, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON. LYING EAST OF 53RD AVENUE SOUTH AND SOUTHERLY F THE MARGIN OF R NT N-THR 0 E O EE TREE POINT ROAD. AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 5494866, AND NORTHWESTERLY OF THE NORTHWESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, AS ESTABUSHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 5494866. SURVEY DETAIL SCALE: 1" = 5' AP AP BLOC UTILITY PULLBOX II F5 ANTENNA #2�0 UTILITY PULLBOX GROUND LIGHTS WALL 3 z a 58J. `NG NG 11716' /HAIN-LINK FENCE A I BUILDING OVERHANG 1- ACCESS NOTE RESERVING NONEXCLUSIVE RIGHT OF USE ACROSS LESSOR'S PROPERTY FOR NECESSARY APPURTENANCES TO CONSTRUCT. OPERATE, AND MAINTAIN A COMMUNICATION FACILITY FOR ITEMS SUCH AS, BUT NOT LIMITED TO INGRESS, EGRESS, PARKING, VEHICULAR MANEUVERING, EQUIPMENT. AND UTILITIES. SCHEDULE "B" NOTE REFERENCE IS MADE TO THE TITLE REPORT ORDER 61492082, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED APRIL 18, 2017. ALL EASEMENTS CONTAINED WITHIN SAID TITLE REPORT AFFECTING THE IMMEDIATE AREA SURROUNDING THE LEASE HAVE BEEN PLOTTED. ITEMIZED NOTES: 1. GENERAL TAXES FOR 2017 - NOT A SURVEY MATTER, NOTHING TO SHOW 2. MEMORANDUM OF LEASE RECORDED FEBRUARY 8. 2002 AS INSTRUMENT NO. 20020208000737 - GRAPHICALLY DEPICTED ONLY, EQUIPMENT SHOWN AS LOCATED BY SURVEY. 3. DEED OF TRUST RECORDED SEPTEMBER 1, 2015 AS INSTRUMENT NO. 20150901000921 - REFERS TO THE PARENT PARCEL BOUNDARY WHICH IS UNABLE TO BE DELINEATED BY THE INFORMATION PROVIDED WITH THIS SURVEY 4. ASSIGNMENT OF LEASES & RENTS RECORDED SEPTEMBER 1, 2015 AS INSTRUMENT NO. 20150901000922 - NOT A SURVEY MATTER, NOTHING TO SHOW 5. UNRECORDED LEASEHOLDS, IF ANY - NONE KNOWN, NOTING TO SHOW 6. ANY CLAIM OF LIEN UNDER THE PERISHABLE AGRICULTURAL COMMODITIES ACT, 1930 OR THE PACKERS AND STOCKYARDS ACT - NONE KNOWN, NOTHING TO SHOW 7. MATTERS DISCLOSED BY SHORT PLAT OR PLAT OF BROOKVALE GARDENS RECORDED IN VOLUME 10 OF PLATS, PAGE 47 - REFERS TO THE PARENT PARCEL BOUNDARY WHICH IS UNABLE TO BE DELINEATED BY THE INFORMATION PROVIDED WITH THIS SURVEY 8. RELINQUISHMENT OF RIGHTS TO AND FROM THE STATE HIGHWAY BY INSTRUMENT 5494866 RECORDED OCTOBER 18, 1962 - NO ACCESS SHOWN. DEFAULT. COMPLIANT BY D T. LE L SCHEDULE "B" SUMMARY THE SURVEYORS OPINION IS THAT NO SCHEDULE "B" ITEMS PROVIDED BY SAID REPORT AFFECT THE PROPOSED WIRELESS FACILITY PREMISES SHOWN HEREON. ( AP BLDG CLF CMU CONC D/W FC LP NG R/W SW TP WALL o''» 000 D 4°0° V PINE TREE TREE TREE f4 i�A• SOUTHCENTER BOULEVARD 53 UT VA I TY: ULT POSSIBLE PROPERTY LINE BASED ON THE EAST DOUBLE NOTED WEST OUARTER CORNER POSSIBLE PROPERTY LINE BASED ON THE WEST DOUBLE NOTED WEST OUARTER CORNER 4 BCF. LDP FC UNDERPASS TREE n SEE SURVEY DETAIL DUMPSTER (THIS SHEET) ENCLOSURE Id fl r /•CANOPYI , TNI ,S ( ..\ 1" . LL` pl 1.. ... 11 .•l ' FBg.iy UTILITY) PULLBOX I 01 I D . 2 ANTENNAS W/EQUIP. ON SLEDI°.-_ I CABLE TRAY 1 0 �•' H-FRAME jl _- BUILDING CENTER j, 8F8S ▪ 0 If,`�,`�. /-Fag, ▪ ILFS A MOUNTED rn 1 9 1 �42.�-= NTENNAS X f 80 22.2 o tg`y y' [ DOORmtvs 11 BLDG �B9J1 n I q� 1 FS METER & lF '/-� (PEAK 7 FUSE BOO . Eaa p 99.G �O ;'DRAIN ' I C., BLDG 7 89.0 Li \ I _ LEFS 1I� BUILDING MOUNTED ANTENNAS PARENT PARCELP INE F6P API: 11572001/0 ELECTRIC MANHOLE ( L LEGEND ASPHALT TOP OF BUILDING CHAIN LINK FENCE CONCRETE MASONRY UNIT EDGE OF CONCRETE ACCESS DRIVEWAY FACE OF CURB LICHT POLE NATURAL GRADE RICHT OF WAY SIDEWALK TOP OF PARAPET TOP OF WALL AS NOTED AIR CONDITIONING UNIT UTILITY MANHOLES UTILITY METER FIRE HYDRANT POWER POLE LIGHT POLE ELECTRICAL TRANSFORMER UTIUTY PEDESTAL UTIUTY VAULT POSITION OF GEODETIC COORDINATES SPOT ELEVATION BUSH / SHRUB TREES PINE TREES CMU WALLS o o CHAIN LINK FENCE O o WOOD FENCE CURBLINES CONCRETE LIMITS EXISTING BUILDINGS PARKING STRIPES W W WATER LINES STREET CENTERLINES SUBJECT PROPERTY LINE - ---- - - ADJACENT PROPERTY LINE - EASEMENT LINES - TIE LINES LEASE AREA LIMITS - - - MAJOR CONTOUR INTERVAL MINOR CONTOUR INTERVAL a 0 ZB.2 CLF ROOFTOP ACCESS LADDER CONDUIT BANK 5 - 4" 2-3" TREE CONC. PAD AND 6' WOOD FENCE 06.0. CLF POSSIBLE PROPERTY LINE BASED ON THE EAST DOUBLE NOTED WEST OUARTER CORNER POSSIBLE PROPERTY LINE BASED ON THE WEST DOUBLE NOTED WEST OUARTER CORNER GRAPHIC SCALE ( IN FEET ) 1 inch - 20 ZL PINE verizoW 3245 BELLEVUE, PH: (425) 158th AVE S.E. WA 98008 562-2542 =PLANS PREPARED BY: ULYNX CONSULTING CONNECT TO THE FUTURE 17311 135th Avenue NE, Suite A-100 Woodinville, WA 98072 TEL: 425.877.1871 FAX: 425.354.3277 00 NOT SCALE ORAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. =CONSULTANT: • � 1111 ambit consulting 245 SAINT HELENS AVE. SUITE 3A TACOMA WASHINGTON 9840Z PH.IZ53bItcon1g1 www.ambl[consultlng.us =REV.: DESCRIPTION: -DATE: 0 06/29/17 PRELIMINARY RC 1 07/03/17 TITLE REVIEW RC 1: ITS tj. ,- _.. , - u ,d i6. I'= 1 4.4'44 =PROJECT INFORMATION: SEA - HUBBELL 5301 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 KING COUNTY =SHEET TITLE SITE SURVEY PROJECT NUMBER: XXXXX DATE: 06/29/17 DRAFTER: RC PROFESSIONAL OF RECORD S.R. REVISION NO.: 0 SHEET NO.: SV-1 CUENT: ( _L__ EXISTING ADJACENT PROPERTY LINE TYP EXISTING — TREE TYP EXISTING CURB TYP EXISTING SIDEWALK TYP 53RD AVE S SOUTHCENTER BLVD EXISTING SIGN EXISTING EDGE OF VEGETATION TYP EX�STI-G PROP ERN LINE r. EXISTING ASPHALT PARKING LOT EXISTING STORM DRAIN TYP • EXISTING HVAC UNIT TYP EXISTING CHAIN LINK FENCE EXISTING w00D FENCE (ABANDONED WIRELESS COMPOUND) cL O co 4) i 0 EXISTING EDGE OF ASPHALT TYP verizon'1 IMPLEMENTATION TEAM/CLIENT: LLYNX D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCMTECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION RFC R- A ,R %21 - AT Ai _ Cc n�1 mmunihr ninnrr1- ,- b 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA. WA 98188 SHEET TIRE PROPOSED SITE PLAN PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET NO: C - 1 22•x34• SCALE: 1'= 20'-0• �� 11•3c17• SCALE: I" 40'-0• 20 10 0 20' PROPOSED SITE PLAN 1 EXISTING CURB TYP (EXISTING ASPHALT PARKING LOT EXISTING SIDEWALK TYP 44 Ms r EXISTING LOWER ROOF OVERHANG EXISTING WOOD 6'-0" FENCE O L EXISTING STAIRWELL PENTHOUSE `5' EXISTING ROOF /- EXISTING TYP EXISTING CONDUIT - STUB -UP TYP 1 1 EXISTING SPRINT PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) EXISTING ROOF ACCESS DOOR EXISTING HVAC PLUMBING LINE EXISTING STEPS EXISTING SPR NT H-FRAME 'MOUNTED EQUIPMENT CABINET (TYP OF 2) EXISTING SPRINT CABLE TRAY EXISTING SPRINT PLATFORM .MOUNTED EQUIPMENT CABINET (TYP OF 2) EXISTING SPRINT 10'-10"x20'-0" STEEL -, - EQUIPMENT PLATFORM EXISTING` HVAC UNIT EXISTING PARAPET MOUNTED JUNCTION BOX TYP EXISTING SPRINT PLATFORM STAIRS EXISTING VENT TYP EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) 0 EXISTING SPRINT BALLAST SLED ANTENNA MOUNT i •""--Zt / EXISTING RETAINING WALL r -61" / -60' - \ \ EXISTING ABANDONED \, AC PANEL EXISTING ABANDONED POWER METER -"59'---- EXISTING WALL MOUNTED LADDER EXISTING �\\ BUILDING I _EXISTINC CHAIN_ I \ _ 57•- - LINK FENCE I 2 1 EXISTING RETAINING WALL /J EXISTING LOWER ROOF OVERHANG 59' -55 5A. 5-5 EXISTING LOWER ROOF OVERHANG CUENT: verizonv IMPLEMENTATION TEAM/CLIENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION r Vrf' 9 i i�rb 44A 212018 Co 5/17PP\ mmunity " 1SS0ED' 9I)Rt REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: EXISTING ROOF PLAN PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET N0: A-1 22.x34. SCALE: 1/4. 11-x17' SCALE 1/8 - l'-er 4 2 0 4' EXISTING ROOF PLAN 1 SCREENED ANTENNA MOUNT NOTE: PROPOSED SCREEN WALL EXTERIOR SHALL HAVE A BRICK TEXTURE AND SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE EXISTING CURB TYP EXISTING SIDEWALK TYP / r EXISTING LOWER .ROOF OVERHANG 1 L EXISTING WOOD 6'-0" FENCE 0 EXISTING RETAINING WALL r_61 —/ / PROPOSED VERIZON WIRELESS PANEL ANTENNA MOUNTED TO EXISTING PENTHOUSE WALL (TYP OF 2) ciEXISTING ROOF DRAIN TYP EXISTING PARAPET f MOUNTED JUNCTION BOX TYP VERIZON WIRELESS UTILIZE EXISTING POWER METER AND AC PANEL EXISTING CONDUIT STUB -UP TYP r-i -60'- \ EXISTING ABANDONED AC PANEL 00 EXISTING STAIRWELL PENTHOUSE 1 III 1 11111111111111111 111111 1111111 1111 EX STING SPR NT H-FRAME l 1111 I� Illll IIII! 1 II IIII Ililll111 ll III I IIIII MOUNTED EOUIPMENT P. IIIII I u III 1IIII CABINET (TYP OF 2) 1 1111111111 M 111111 nu f1 1 Itl111 II 111 11111 11 11 I1111'III! 1A111I 11111 i11 ul lir iuii ul 111;111 u1 1 1 1 1r mill 1 I m I IM IIIIIIIIIIII IIII,�.11 IIIIu1111 111E 111E I M HINT I11111111 Ill i111 IIIII 111 I IIII 1111111 111111111 111111 01101111111 I11l1111 11 II m m1li11I111111 il�(0A,.11 1 I — 11111u1I1'10111 m1101`11 I u— II�IIIIIIIIIIII 1It{ I111111 111111111111111 i m 1 11111111111111111111111111 PROPOSED VERIZON WIRELESS RRU MOUNTED TO EXISTING PARAPET (TYP OF 3) PROPOSED VERIZON WIRELESS 6-PORT RAYCAP SPUTTER/SURGE SUPPRESSOR MOUNTED TO EXISTING PARAPET EXISTING SPRINT PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) EXISTING ROOF ACCESS DOOR 11 11 1 III III 1111 111 p I 111M111 11111111 it III 11 III 1111111 11111111 EX STING SPR NT PLATFORM MOUNTED EOU PMENT CABINET TYP OF 2) 1 EXISTING SPRINT CABLE TRAY EXISTING SPRINT 10'-10"x20'-O" STEEL EQUIPMENT PLATFORM EXISTING SPRINT PLATFORM STAIRS PROPOSED VERIZON WIRELESS PVC SLEEPER MOUNTED COAX CABLE TRAY WITH (1) 6x12 HYBRID CABLE PROPOSED VERIZON WI WALL MOUNTED EQUIPMENT CABINET (TYP OF 2) PROPOSED VERIZON WIRELESS STEEL PLATFORM STAIRS PROPOSED VERIZON WIRELESS 18'-2•x20'-2" SCREENED ANTENNA MOUNT/EQUIPMENT PLATFORM EXISTING HVAC PLUMBING LINE EXISTING HVAC UNIT PROPOSED VERIZON WIRELESS GEN PLUG MOUNTED TO EXISTING WALL AT GROUND LEVEL EXISTING ABANDONED �\ POWER METER 59'-- • EXISTING • STEPS ' EXISTING WALL MOUNTED LADDER,S `'r8• EXISTING BUILDING PROPOSED VERIZON WI PANEL ANTENNA MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT (TYP OF 4) PROPOSED VERIZON WIRELESS 6-PORT RAYCAP SPUTTEI SURGE SUPPRESSOR MOUNTED TOP POSED SCREENED ANTENNA MOUNT (TYP OF 2) IIII PROPOSED VERIZON—II I MAREIESS PLATFORM IIIII MOUNTED EQUIPMENT 111111 EllCAB NET (TYP OF 2) Illlll II mmunu 11(TYP OF 1111111111 11111111111IIIIIIIIIIIIIIIIII111111IIl111 IIIII I1111111111111 I1111110111111111111111111111 11111 III III 11111111111111111111111111111 111 111111111111111111111111111111111111 11 IIIIIIIIIIIl IIIIIIIIIIIIllllll1llllll IIIIIII IIII 111111111111111111i11111ll iiiunTRlnmrt____ __ 11111111IIIIII111111111IIIIIIIIIIIIB1111111 maul I , I y 1111111111111III11111111111l I Il11111 I I111 � � `1 11/11111 III I I IIIII 1111111�/1 `, IIIIII11W11111II IIIIIII11111 1 1111 1111 111111111111��I *\�it 11 111 11 11111 11111111111111 II I�r11111 1 1111111 111111IIIII�•n 111 1I111II11II1111SI IIII 111I111111�11111111 �II IIIIIIr•111111 PROPOSED VERIZON WIRELESS_ SCREENED ANTENNA MOUNT EXISTING VENT TYP EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) EXISTING SPRINT BALLAST SLED ANTENNA MOUNT 0 PROPOSED VERIZON WIRELESS RRU MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT (TYP OF 6) PROPOSED VERIZON WIRELESS GPS ANTENNA MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT I EXISTING RETAINING WALL 60'— —_____ -59' /EXISTING LOWER ROOF OVERHANG / 56"- — 1 `EXISTINGLOWER ROOF OVERHANG CUENT: verizonv IMPLEMENTATION TEAM/CLIENT: L(LYNX 00 NOT SCALE DRAWNGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REV6ION. AU. DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION _ AY�, a' c�iS' :1 2018 iX,4N �hs"1° :.ommunity �A 2Iu llnemm 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER TUKWILA, WA 98188 SHEET TIRE: PROPOSED ROOF PLAN PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET N0:' A-2 22•x34• SCALE: 1/4111= 1'-0• 11'x17. SCALE: 1/8-= 1'-0• 4 — — Mil 4! PROPOSED ROOF PLAN 1 TOP OF PROPOSED VERIZON dmilips SCREENED ANTENNA MOUNT y 43 —0 AGL TOP OF PROPOSED VERIZON �' S_ PANE1 410FNNA5 42 —8 ACL NOTES: 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (SIGNED AND SEALED), PROVIDED BY OTHERS UNDER SEPARATE COVER. PRIOR TO THE INSTALLATION OF ALL EQUIPMENT AND CABLES, THE CONTRACTOR SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY. IF REQUIRED, ALL APPLICABLE MEMBERS AS REQUIRED BY THE CERTIFIED STRUCTURAL REPORT. 2. THE CONTRACTOR SHALL INSPECT THE BUILDING MAKE THE ENGINEER OF RECORD AWARE OF ANY DEFECTS OR DISCREPANCIES FROM THE APPROVED PLANS. 3. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE MANUFACTURER'S SPECIFICATIONS. 4. ALL PROPOSED VERIZON WIRELESS EXPOSED ANTENNAS. RADIOS, ANCILLARY EQUIPMENT, CABLES AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE. EXISTING CHAIN LINK FENCE SCREENED ANTENNA MOUNT NOTE PROPOSED SCREEN WALL EXTERIOR SHALL HAVE A BRICK TEXTURE AND SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE PROPOSED VERIZON WIRELESS 16'-2 x20'-2' SCREENED ANTENNA MOUNT/EOUPMENT PLATFORM EXISTING WALL MOUNTED LADDER EXISTING STAIRWELL PENTHOUSE TOP OF FXISTING PFNTHOUSFO 44.-4" AGL 11 —PROPO D VER6ZON WIRELESS I PANEL ANTENNA MOUNTED TO EXISTING PENTHOUSE WALL (TYP OF 2) EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) 25 iuffLDS_7ssitia i aiLZSYJC„ fw•imR.. v2s�tsraMrrasas+s � — 3srTNI iairseuraawiaTr2st±Siri —___rimy __ iiWWW+asMWWWaMaaMMMWWWz�iriwaanE CCCCCCCCCCCCCCCCCCCCC 1141i11hYUS_i_____ zr3- �__ U 11 EXISTING SPRINT 10.-10"x20.-0" STEEL EQUIPMENT PLATFORM EXISTING BUILDING TOP OF PROPOSED VERIZON WIRELF55 PANEL ANTENNAS $ ACL 39—B� TOP OF EXISTING BUILDING PARAPET 4, ACL TOP OF EXISTING ROOF PECK 29 —0 AGL FINISH GRADE h 0'-0" AGL 9 (60.-0" AMSL) CUENT: verizonv IMPLEMENTATION TEAM/CUENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN 111E PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT VALL BE PROVIDING CONSTRUC110N REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 22'x34' SCALE: 3/16'- 11 x17' SCALE: 3/32'.. 1'-0. 4 4 PROPOSED ELEVATION 1 EXISTING WALL MOUNTED LADDER EXISTING CHAIN LINK FENCE EXISTING STAIRWELL PENTHOUSE EXISTING SPRINT PANEL — ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) TIT T z—///EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) EXISTING SPRINT I0'-10"x20'-0" STEEL EQUIPMENT PLATFORM EXISTING BUILDING TOP OF EXISTING BUI,LDING PARAPET 32 —5' ACL Y TOP OF EXISTING R. aF 29 —0 AGL FINISH GRADE I, 0'-0 AGL (60.-0" AMSL) - t44Y 21 201° C-eveloP 12Rt 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TIRE EXISTING AND PROPOSED ELEVATIONS PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEW PROFESSIOWAL OF RECORD BEW REVISION NO: 1 SHEET NO: A-3 22'x34' SCALE: 3/16'a• 11'x17' SCALE 3/32'.. 1'-0. 4 MILI NM 4' EXISTING ELEVATION 1 TALL PART EQUAL)(HOLDS COAX 1 -5/8"O 11 STEEL ROOFTOP I SP1542D CABLE COAX GAUGE GALVANIZED COVER COAX KIT (SITEPRO OR APPROVED 12 RUNS OF 7/8"0 OR 8 RUNS OF CABLE) ■ SLEEPER4x4 PVC NOTE FITS PIPE DIAMETERS FROM UNIVERSAL GPS MOUNT (SITEPRO PART GPSP OR APPROVED EQUAL) r.T.,....04......v. is, 1.90"0x2•-0" MOUNTING `/� / ��`, GPS PIPE `�I` � `)• l•IICE-BRIDGE , ^ �1�, �`� (I%, LEG�7T..1 CLIENT: verizon1 IMPLEMENTATION 1LYNX TEAM/CUENT: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR MODIFICATIONS TO WORK SHOWN NS. NO VARIATIONS IMPLEMENTED SHALL BE PREVIOUS OF DA PRIOR RA WRITTENGARE APPROVAL APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY INC LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN INC PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROMDING CONSTRUCTION REVIEW OF THIS PROJECT. t7 A1VL�•- 4� of WA SA, 'r 0 0 51134 w 94' �kb STFRV9 `44' SS/ONAL ti,G REV DATE DESCRIPTION 11N17. SCALE: NOT TO SCALE NOT USED 11•x17• SCALE: NOT TO SCALE 6 11 x17. SCALE: NOT o SCALE SCALE COAX CABLE TRAY 5 ii-xii• SCALE NOT o 5 GPS MOUNT 4 - - - NOTES: 1. CONTRACTOR SHALL REPAIR EXISTING HOLES USING APPROPRIATE CAULKING AND SEAL 2. CONTRACTOR SHALL MAINTAIN APPROPRIATE BETWEEN PROPOSED RRU AND EXISTING PROVIDE ADEOUATE CLEARANCE FOR COAX CABLE BEND RADIUS. RRU (MAY EXTEND ABOVE PARAPET DEPENDING ON PARAPET HEIGHT AT EACH LOCATION) �- WITH CLEARANCE ROOF AND IN PARAPET MASTIC. DECK TO HYBRID MINIMUM 2-3/8"0 SCHEDULE 40 GALVANIZED MOUNTING PIPE SHEET METAL PARAPET CAP NOTES: 1. ANTENNAS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL CONFIRM THAT EXISTING MOUNTING PIPE SIZES CONFORM TO THE PROPOSED ANTENNAS MOUNTING REOUIREMENTS. 3. CONTRACTOR SHALL RE-TOROUE ALL EXISTING MOUNTING HARDWARE AND REPLACE ALL DAMAGED MOUNTS. MINIMUM 2-3/8"0 SCHEDULE 40 GALVANIZED MOUNTING PIPE DOWNTILT MOUNTING KIT (PER ANTENNA MANUFACTURER) NOTE MOUNT SHALL BE INSTALLED MANUFACTURER'S SPECIFICATIONS. o HOLLOW WALL MOUNT (SITEPRO PART J) APPROVED EQUAL) L3x3x1/4 BACKING FACE OF CMU WALL EACH BRACKET) PER /•I cJ�`1 1�I \\\ - \ r'�1` I �� l� KIT SWK58 OR (PROVIDE AT INSIDE FOR v` vO ` ,, • SLIDER BRACKET WALL MOUNT O APPROVEDPPART Aj SBWM OR EQUAL) MINIMUM 2-3/8"0 SCHEDULE 40 GALVANIZED MOUNTING PIPE (96" LONG) � - - P"^ '^-- - - (' 11 t '� j '../ F i'� 44 �t t, (� !: L`' -Fi7LQ 11 .1q' 1' Z1 4 /qp�w� / 1 _ - PC-- �C',%IIIGiiill! _ ` 2N'91Yl _ = - - �� - PANEL ANTENNA 9tOpme t - - - I :_ w' ..4 • v 5 l ,�1 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA. WA 98188 '. ,. . u ' , SOLID GROUTED ��GMD WALL �° ' j HOT DIP GALVANIZED UNISTRUT o _ 1 J - •'A •WITH (6'-6" LONG) (8-LINE PART # 822 SH-120 HDG OR APPROVED EQUAL) 1/2"0 CONCRETE WEDGE ANCHOR MINIMUM 3-3/4" SHEET TILE: .. CONSTRUCTION DETAILS _ ••2; EMBEDMENT (3" FROM EACH EDGE AND MAX 24" ON CENTER) HOT DIP GALVANIZED PIPE) CLAMP (B-LINE PART # I ;ii"• " • , •_ y. B2013 HDG OR APPROVED EQUAL) (TYP OF 2 PER PIPE) �?a _ •' y'. CONTRACTOR SHALL APPLY MASTIC / / / / / / `tee • AROUND ALL PARAPET PENETRATIONS AND BOLT HEADS (HENRY FLASHMASTER OR APPROVED EQUAL) e • , • i$ ;S ' PROJECT NUMBER: - - DATE 5/16/18 DRAFTER: BEW _ PROFESSIONAL OF RECORD BEW - : i �� • - - REVISION NO: 1 SHEET NO: • A— 4 22•x34• SCALE NOT TO SCALE ANCILLARY EQUIPMENT MOUNT 11•x17• SCALE NOT TO SCALE 3 11 xxl7- SCru.E•• rNiOT TO - ANTENNA MOUNTING 2 CALE i1-x;47• SCALE NOT TO SCALE ANTENNA MOUNT (GAMMA) 1 11.30" 13.50" 13.50" CLIENT: verizonv 1' RRUS22212 813 SPECIFICATIONS X X RRUS22212 85 SPECIFICATIONS X X RRUS8843 B2/B66 SPECIFICATIONS MANUFACTURER: ERICSSON I I MANUFACTURER: ERICSSON MANUFACTURER: ERICSSON —_ = —_ _ HEIGHT: 18.00" WIDTH: 11.30" DEPTH: 11.30" HEIGHT: 17.00" HEIGHT: 17.00" O O O O DE TH: 13.40" 0 O O O WIDTH: 13.40" DEPTH: 13.50' WEIGHT: 95.0 LBS DEPTH: 13.50' WEIGHT: 95.0 LBS — — WEIGHT: 75 LBS — O O O O O O O O cN v _— — — _ — — RRUS8843 82/866 IMPLEMENTATION LLYNX TEAM/CLIENT: o a Ni — RRUS22212 ��65 0a ri — RRUS22212 ��B13 , , , PLAN VIEW 13.20" PLAN VIEW PLAN VIEW DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS 0R MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRffTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVSION. ALL DRAWINGS AND INC.REMAIN THE PROPERTY OF LYNX CONSULTING. INEITHER LYNX CONSULTNG, INC. NOR THE CONSULTING. BE PROVIDING CONSTRUCTION RENEW OF ARCHITECT PROJECT. 11.30" / RRUS8843 82/866 13.40" / I },40" / 13.50' / 13.50" / / RRUS22212 �� ` RRU522212 B I } RRUS22212 RRU522212 B5 —� -I' � BS \ `\ `�vn� �— �� B t 3 / I I / 1 1 1 I / 1 1 O 9 0 RRUS8843 and '�82/866 o 0 — .......... ...... 0 0 : 0 0 0 0 O oo O •0 0 .......... . ........... 0 0 0 0 0 0 O oo O D p„ cgp..N 44- of wAs,1 rr •• �w ti� . A ' tt �O 54 v9k `4 ��s ' ONALEt0 J f \ FRONT VIEW N SIDE VIEW \ FRONT VIEW SIDE VIEW \ \ FRONT VIEW SIDE VIEW REV DATE DESCRIPTION 11"x17" SCALE: NOT TO SCALE RRUS8843 B2/B66 11%17" SCALE: NOT TO SCALE 6 11=x17 Sc NOT To SCALE E RRUS22212 B 13 5 11"x17- SCALE:NOT TO SCALEC RRUS22212 B5 4 - - - RCMDC-2260—RM-48 SPECIFICATIONS RCMDC-3315—PF-48 SPECIFICATIONS MANUFACTURER: RAYCAP HEIGHT: 5.23" WIDTH: 19.00" MANUFACTURER: RAYCAP HEIGHT: 19.18" WIDTH: 15.73' DEPTH: 10.25" WEIGHT: 26.9 LBS _ E"`.J 4t9Ds6A LS t "kT — - .l;V _ q 1 I�01p,4 1 Io 0 0 0 0 0 0 0 0 0 0 o o 0000000o 0 DEPTH: 13.64' — V — hA - t./ u �alvalvvpavlvvlvo pappaplppppeolppoopo� WEIGHT: 15.25 LBS ) ) - Cul Devi nrmunity ,ioDmant ■ PJ 1 ■ N 0 1 5/17/18 ISSUED FOR REVIEW _ PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD WA 98188 TUKWILADE, 15.73" TOP VIEW PLAN VIEW 19.00" 11.64' n m I u 51 111 ill 11u � m - CO�, TITLE: CONSTRUCTION T AILS 17.32" i— �si'� ova a ono o —i n 0 o 0 o ;,T „a =i 15.73" =■ 10.25" ry O 0 . O . O ry o N , PROJECT NUMBER: — DATE: 5/16/18 ReyCep 0 0o �i O O W�WT 0 \ Li] FRONT VIEW SIDE VIEW DRAFTER: BEW PROFESSIONAL OF RECORD BEW \ - FRONT VIEW - SIDE VIEW REVISION NO: 1 SHEET NO: A- J E. NOT TO SCALE NOT USED 11-x17- SCALE: NOT TO SCALE I1 x31- SCALE: 3 11•xx17- SCALE NOT TO SCALEC • 6-PORT RACK SURGE SUPPRESSOR 2 I1"x177" SCALE NOT TO SCALE SCALE NOT TO SCALE 6-PORT SURGE SUPPRESSOR 1 PROPOSED ANTENNA SCHEDULE ALPHA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 10' 42.-6" 1 COMMSCOPE JAHH-45C-3RB 95.7" 13.8" 8.2" 0' 6' I HYBRID 30'-O"± RRUS22212 B5 700 6' RRUS22212 B13 PCS 3' RRUS8843 82/866 850 10' 42'-6" 1 COMMSCOPE JAHH-45C-3RB 95.7" 13.8" 8.2" 0' 6' NONE 700 6' NONE AWS 3' NONE BETA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH 11LT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 140' 42'-6" 1 COMMSCOPE JAHH-45C-3RB 95.7" 13.8" 8.2" 0' 10' I HYBRID 30'-0"± RRUS22212 B5 700 10' RRUS22212 813 PCS 5' RRUS8843 82/866 850 140' 42.-6" 1 COMMSCOPE JAHH-45C-3RB 95.7" 13.8" 8.2" 0' 10' NONE 700 10' NONE AWS 5' NONE GAMMA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 270' 39'-8" 1 COMMSCOPE JAHH-45C-3RB 95.7" 13.8" 8.2" 0' 0' 1 HYBRID 90'-0"± RRUS22212 B5 700 0' RRUS22212 B13 PCS 0' RRUS8843 B2/866 850 270' 39.-8" 1 COMMSCOPE JAHH-45C-ORB 95.7" 13.8" 8.2" 0' 0' NONE 700 Cr NONE AWS 0' NONE EXISTING BUILDING PARAPET PROPOSED VERIZON WIR 850/700/AWS PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE GAMMA PROPOSED VERIZON WIRELESS 850/700/PCS PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE PROPOSED VERIZON WIRELESS ANCILLARY EQUIPMENT MOUNT EXISTING STAIRWELL PENTHOUSE PROPOSED VERIZON WIRELESS RRU MOUNTED TO BACK OF EXISTING PARAPET (TYP OF 3) PROPOSED VERIZON WIRELESS 6-PORT RAYCAP SPUTTER/SURGE SUPPRESSOR MOUNTED TO BACK OF EXISTING PARAPET EXISTING SPRINT PANEL ANTENNA PROPOSED VERIZON WIRF�rcS FLUSH ANTENNA MOUNT (TYP OF 2) SCREENED ANTENNA MOUNT NOTE PROPOSED SCREEN WALL EXTERIOR SHALL HAVE A BRICK TEXTURE AND SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE PAINT NOTE ALL PROPOSED VERIZON WIRELESS EXPOSED ANTENNAS. RADIOS. ANCILLARY EQUIPMENT. CABLES AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE PROPOSED VERIZON WIRELESS 650/700/PCS PANEL ANTENNA MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT PROPOSED VERIZON WIRELESS �`'�� CPS ANTENNA MOUNTED TO �Q�^ PROPOSED ANTENNA MOUNT _ —. .. �.�,.--I:: i�r iii ---. `� .--�, -ice� __ �{1p{t I]�7y _�i- �� --. ce."■,::..-�ii� iii�.ii 141511:11111111:71:1:11:7 ice-�T. INLIN i�.i-iii.►-� ii..��`=�.-,.i��.�►i_�•��i-�.ii�r .. �. POWt71/BA7113T1' ` WIRELESS �'� � �'��.i...��l��ir -- reaaTMcr — -.-- PROPOSED VERIZON WIRELESS 18'-2-x20'-2- SCREENED ANTENNA MOUNT/EQUIPMENT PLATFORM (TYP OF 6) ` �`� IIIIIIIIIIIId . ...i..—i.—�i.i ...........i.`.� PROPOSED VERIZON WIRELESS SMOUNTED TO PROPOSED _ SCREENED EENED ANTENNA MOUNT i =� PROPOSED VERIZON WIRELESS 850/700/AWS PANEL ANTENNA MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT PROPOSED VERIZON WIRELESS 650/700/PCS PANEL ANTENNA MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT "PROPOSED VERIZON WIRELESS 6-PORT RAYCAP SPUTTER/SURGE SUPPRESSOR MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT (TYP OF 2) PROPOSED VERIZON WIRELESS 850/700/AWS PANEL ANTENNA_ -i-��- MOUNTED TO PROPOSED .......................... ANIENNA MOUNT _ ��.i��Q�.i�i .^ate.-... CUENT: ve rizon1 IMPLEMENTATION TEAM/CUENT: (LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NERHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION fi 7 b:.� ry hina L•. r' F4 AV 2�,�I rr r� Dew :Iflunlry IOpment 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED ANTENNA CONFIGURATION PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: SHEET NO: 22-x34- SCAIr• 1/2" 1'-0- 11-x 17- SCALE: 1 /4 . 1 -0 2 1 0 2' PROPOSED ANTENNA CONFIGURATION 1 1 RF-1 CUENT: hubbell SECTOR 1 PCS LTC 700 LTE 850 LTE 4K POL 1 L2• 13. L4- H7. FIB- w r.r. r n n n n n r. A B1R AIBIR RRUS 85 RRUS 85 J III01 AWS LTE 700 LTE --- 850 LTC - 4K.POL L1 12- L3. L4- H.. H7. Ha. R. Ro n n n 41B1C101E1 10101R 8819 T(866A)44T(121 _ LJ U r. n I01R RRUS 919 A IB 1R RRUS B19 P 111o1 112 314 OV 6 HB 1516 B©©1:1©101 SECTOR 2 PCS LTE - 700 LTE _f 830LTE 4X-POL U. 12• 3. L4 FL+ F11 H7. 18- Po Ro n n n n n n n n n n n AWS LTE 700 LTE 850 LTE 4%•P01 u. 12 L3. L4- i5• F16- 17. .w 8. Ro A B1R RRUS 85 A18JR RRUS 85 I o 1 J I n n n r, n n n n AIBICIDIEIFIGIHIR B849 T(8 FAH4T02( 4181R RRUS B13 AIBIR RRUS B15 LJ 11101 111.1 112 1 141516 OVP6 SECTOR 3 PCS LTE 700 LTE _ 830 LTE 4X-POI. L1. L2- L4. 195. H6 Fr. I0- Po Ro n n ,l el n n A B n11 A B R RRUS 85 RRUS B3 01 1110 AWS LTE 700 LTE 850 LTE 1• L2- L3. L4 H5- rW 17. HP IL Ro n n el n AIBICIDIEIFIGIHIR 83.9 1(866A).47182) A1B IR RRU9 013 AIBIR RRUS B19 u LJ 1121 14 OVF6 FWB Fig OW6 1121314 is r6 151 6 r OVF6 11213141516 J 11.1 verizol IMPLEMENTATION TEAM/CLIENT: ULYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WTHOUT PRIOR WRTIEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL DE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION v 71 67 i !?,a. M —fly ' 212018 - Cc 6e‘ rrmmunihi eLopmeht 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED IT DIAGRAM PROJECT NUMBER: DATE 5/16/18 DRAFTER: SEW PROFESSIONAL OF RECORD BEW REVISION NO SHEET NO: 22 x34' SCALE: NOT TO SCALE 11'K17' SCALE: NOT TO SCALE PROPOSED IT DIAGRAM 1 1 RF-2 GENERAL STRUCTURAL NOTES CUENT: StEMIA I. ALL MATERIALS. WORKMANSHIP. DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 2. PESI&N LOADING CRITERIA ROOF SNOW LOAD 25 PSF WIND. . ANALYSIS PROCEDURE: ASGE 1-10 CHAPTER 29 'WIND LOAD ON OTHER STRICTURES' . RISK CATEGORY II . 110 MPH EXPOSURE 'B' . TOPOGRAPHIC FACTOR Kzt = I.0 EARTHQUAKE . ANALYSIS PROCEDURE: IBC 'EQUIVALENT LATERAL FORGE PROCEDURE' SEISMIC DESIGN CATEGORY (5DG) = D . RISK CATEGORY = II SEISMIC SITE GLASS = D . IMPORTANCE FACTOR le = 1.0 . MAPPED MGE5s=1.41;5I=055 . DESIGN ACCELERATION 5ds = 0.98; Shc = 055 . SEISMIC RESISTING/ SYSTEM: NON-STRUCTURAL COMPONENTS, Ap = IA, Rp = 25 3. STRUCTURAL DRAWINGS SHALL BE USED IN CON.UNGTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO GOMMENGIN& ANY WORK. ALL DIMENSIONS OF EXISTNS CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED A5 GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEGlI1ENGES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENYINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING, CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTN6 FROM THE ACTIONS OF ANY TRADE CONTRACTOR THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. Cf4AN&ES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. INHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER WHERE INFORMATION ON THE DRAWINGS 15 IN GONFLIGT WITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL AMPLY, SUB.IEGT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER DO NOT SCALE THE DRAWINGS. 9. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING), STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER (Me following opply unless shown otherwise on the plans) 14. (I t2FTF SHALL BE MIXED, PROPORTIONED, CONVEYED AND RACED IN ACCORDANCE WITH AGI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED THOSE LISTED IN ACI 111. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 2,500 P51 AND MIX SHALL CONTAIN NOT LE55 THAN 5-1/2 SACKS OF CEMENT PER GUBIG YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 055 FOR FOOTINGS AND 0.45 FOR ALL SLABS AND EXPOSED CONCRETE UNLESS OTHERWISE NOTED. EXCEPT FOR FOOTINGS AND SLAB ON &RADE, AGGREGATE SIZE SHALL NOT EXCEED 3/4'. THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES A5 WELL A5 THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 301. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM 0444 AND G6I8 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL GEMBHTITOUS MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRE5 BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOGUMB4TS. CONTRACTOR MAINTAINS FILL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 15. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING STEEL INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A106. REINFORCING STEEL COMPLYING WITH ASTM MI5 (51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AYIS. 01.4 ARE SUBMITTED. lb 11. 18. 10. SHOP DRAWINGS: FOR STRUCTURAL STEEL AND FIBER REINFORCED POLYMER SCREEN WALLS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE 14. ITEMS. ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. II. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENGE5 AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR REVIEW. 12. SHOP DRAWING 5113MITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF 5140P DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SWOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 13. SPECIAL INSPECTION: STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH -STRENGTH FIELD BOLTING), AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH IBC SECTION 1104 AND THE FRO,EGT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND 22. INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS W4IGH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT 115 AND SMALLER 60 BAR DIAMETERS, 2'-0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS *5 AND SMALLER 60 BAR DIAMETERS OR Y-0' MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318, GLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. PROVIDE (2) 15 MIN. UKO. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS EXTENDING 2'-6" PAST CORNERS, TYPICAL. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER NO REINFORCING BARS SHALL BE 'WET -SET INTO THE CONCRETE. PROVIDE A 20' LONG REBAR GROUND NFER GROUND) PER ELECTRICIAN. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORM® SURFACES EXPOSED TO EARTH (is. WALLS EIEL.011 GROUND) OR WEATHER (R6 BARS OR LARGER . . 2' (s5 BAR-5 OR SMALLER) . I-I/2" COLUMN TES OR SPIRALS AND BEAM STIRRUPS I-I/2' SLABS AND WALLS (INTERIOR FADE) . . GREATER OF (BAR DIAMETER PLUS 1/8') OR 3/4' NON -SHRINK GROUT SHALL BE NON-METALLIC GONFORMIN5 TO ASTM C1101 AND BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. &ROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT 15 PLACED (5000 P51 MINIMUM). EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED USING 'AT-XP' ADHESIVE A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH IAPM0 UES REPORT NO. ER-263, INCLUDING STANDARD EMBEDMENT REQUIREMENTS VON. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPM0 UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. RODS SHALL BE ASTM A36 UNLE55 OTHERWISE NOTED. 20. STRUCTURAL STD DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.15C. SFEGIFIGATONS AND CODES: A. AISG - 5T133_ CONSTRUCTION MANUAL, 14TH EDITION B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDSE5. C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 21. STRUCTURAL STEEL WIDE FLANGE (W AND KT) SHAPES SHALL CONFORM TO ASTM A492, Fy = 50 KSI; ALL OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, FY = 36 K51. STEEL PLATE SHALL CONFORM TO A57M A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 K51. CONNECTION BOLTS SHALL CONFORM TO ASTM A-325. ANCHOR BOLTS SHALL CONFORM TO ASTM FI554 GRADE 36, Fy = 36 KSI. ALL A-325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER AISG SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A440 BOLTS IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. ALL NUTS SHALL CONFORM TO ASTM A563. ALL WASHERS SHALL CONFORM TO ASTM F436 OR ASTM F459 TYPE 325. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED. 23. ALL yew* SHALL BE IN CONFORMANCE WITH A.15.G. AND A.K.S. STANDARDS AND SHALL BE PERFORMED BY INABA. CERTIFIED WELDERS MING E10 XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 DEFINED BY AYHS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E1OXX ELECTRODES. WADING WITHIN 4' OF COLD BENDS IN REINFORGINS STEEL 15 NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF MELDED BARS. ALL WELDING OF STAINLESS STEEL SHALL USE E309 ELECTRODES WITH A &MAW PROCESS. ALL WELDING, SHALL BE PERFORMED BY WELDERS WITH AW5 / NAB.O. CERTIFICATION WITH THE MATERIAL AND METHOD REQUIRED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AMS A2.4 SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELDS SIZE TO ANS MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16-INCH. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROWS ARE SHOWN WHERE A FIELD WELD 15 REQUIRED BY THE STRUCTURAL DESIGN; THE CONTRACTOR 15 RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL DELIVERY AND ERECTION. 24. FIBER REINFORCED POLYMER SHAPES: ALL FIBER REINFORCED POLYMER SHAPES SHALL BE SERIES 1525 PILTEX STANDARD STRUCTURAL FIBERGLASS PROFILES BY CREATIVE PULTRUSIONS, INC. OR ENGINEER APPROVED EQUAL. 25. FIBER REINFORCED POLYMER CONNECTIONS: ALL -THREAD RODS AND NUTS SHALL BE SUPERSTUDI FIBER REINFORCED POLYMER FASTENER SYSTEM BY CREATIVE PULTRVSIONS, INC. UNLESS NOTED OTHERWISE ON PLANS AND DETAILS 5/8' DIAMETER RODS WITH GP SQUARE NUTS SHALL BE USED AT ALL CONNECTIONS. 26. SCREEN WALL FRAMING: UNLESS NOTED OTHERWISE ON PLANS AND DETAILS SCREEN WALL INFILL 5TUD5 SHALL BE FIBER REINFORCED CHANNEL 6 x 1 5/8 x 1 I/4" SPACED AT 2'-0' ON CENTER ATTACH TOP AND BOTTOM OF INFILL STUDS TO SCREEN WALL FRAMING WITH FIBER REINFORCED ANGLE 6 x 6 x 3/8 WITH TWO 5/8' DIAMETER FIBER REINFORCED POLYMER FASTENERS AT EACH LEG. verizon" IMPLEMENTATION TEAM/CUENT: (LYNX D0 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR 01115510N5. N0 VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL DE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF INS ORAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL DE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. 1511 IIRRDAYDDIE 51111E 323 SEATIlL WA 95101 TEL m595135C0 FAX RW9573901 ....a.mno.mo QUANTUM REV DATE DESCRIPTION l-: 5U� Tip C -Dev 21 292 pmeht 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: GENERAL STRUCTURAL NOTES PROJECT NUMBER: 18067.02 DATE: 05/17/2018 DRAFTER: TH. PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET N0: 51.0 GENERAL STRUCTURAL NOTES CUENT: (The following apply unless shown otherwise on the plans) can lou,-twri PA&K i n kw tYtei ?Al/ Approv ABBREVIATIONS d 0 AB. ADD. ADDL ALT. APPROX. ARCH. B.U. B/ BF BLK. BLK6. BLDG. BM. BR6. BTNPI. 1 G G TO G GIP CL6. GL.R GMU CNTR. COL GONW, GOM. CONST. CONT. GONTR COORD. G.P CSK. OSA. DBL DEG. VET. OF DIA. DIAG. DIAPM. DIM. DN. DO DWG. (E) E. EA EP. EL ElJ:1Y. EMiBED. EN6R EQUIP. ES. EXP. EXT. FAB. FB. FDN FIN. RR FRP FS. FT. FT6. 6A 6ALV. 6L 6RD. 6RND. &NB. HF H6R HORJZ. H55 MT. ID. IF. IN INFO. INT. Jr K5F K51 At Perry (Halls) Diameter Anchor Bolt Addendum Additional Alternate Approximate Architect Ei lit- p Bottom of Braced Frame Block Blocking BNiding q. Beam .ea eo "g Between Centerline Garber Center to Center Gast In Place G.J. Construction Joint or Control Joht Gelltrg Clear Concrete Masonry Unit Center CotAm Concrete Comectbre Construction Centrum Contractor Coordinate Complete Joint Penetration Countersink Deformed Bar Anchor Double Degree Detail Doug Fir -Larch Diameter Diagonal Dicpfragm Dimension Down Ditto Drawing Ust Ea Each Each Face Elevation Elevator Embedment Length Engineer Equipment Each Way Expansion Exterior Fabricate Flat Bar Foundation Finish Floor Fiber Reinforced Polymer Fr Side Foot or Feet Footing Gauge 6aivanlzed Glue Laminated Grade Ground 6ypsem Wall Board Hem Fir Nailer Horizontal HDIIori Structural Section Height Inside Diameter Inside Face inch Information Interior Joint Kips per Squire Foot Kips per Square Inch L LIN. LL LI.H LLV LON61T. LT. MT. MAIL. MAX MB. MEGH. MEZZ MF MFR MIN. M1SC. MK N. N5. NE6. NIG NO. WM. NTS OD. OD. OF. OH. OPNG. OPP. PAF PART. PC PERM. PEW. PLorft PLYWD PJP PREFAB. PROJ. P5F P51 P.T. P/T RAD. RD. REF. REINF. READ. REV. RO. Angle Linear LNe Lood Long Leg Horizontal Long Leg Vertical Laldtudinal Material MaxIrun Machine Bolt Mechcnlcal Mezzanine Moment Frame Manufacturer Mnnxm Miscellaneous Mark North Neer Side Negative Not in Contract Number Nominal Not to Scale On Center Gutslde Dlaneter Outside Face Opposite Hand Opening Opposite Powder Actuated Fastener Partition Precast Permanent Perpendlculr Plate Plywood Partial -bit Penetration Prefabricated Project Pound per SquareFoot Paull per Square Inch Post-Ternlonhg Pressure -Treated Raclin Rand Reference Reinforce or Reinforcement Required Revise 5. SCH. r SOD. SECT. SHT. SIM. 5O6 SPED. SO. S0. FT. SO. RI 5112. 511FF. STL. STR Ste. SYN. T/ Ti6 TSG TMTd1 TD C. T.05. TDYI TRANS. Ts TYP. UONrLSIO VERT. VIF Ragh°Parma South 5chodile Section Sheet 5trnllr Slab On Grade Specification Square Squre Feet Square Inch (aches) Standard Stiffener Steel Structural Sd nttute Sfunetrical Toopp of Top ad Bottom Tongue B Groove Top of Comtete Top of Steel Top of Wall Transverse Tube Steel Typical. Unless Otherwise Noted Vertical Verify In Field nest With mood Wide Flonges Melded Headed Stud Kthout Mork Point Welded Dreaded stud Welded Kira Fabric Cross Section Extra Strong verizonv IMPLEMENTATION TEAM/CLIENT: (LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND AUVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. AU. DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 111 QUANTUM 1511 T1W AVENUE SWIE32T SFATTIE WAe3101 TEL 718057.3100 EAA 2:6267.031 ...nia,eo�omo REV - DATE DESCRIPTION 4YA t3 i lispi_a -*MA1 212010 Cr r n1inity _ De' .elopmant 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: GENERAL STRUCTURAL NOTES PROJECT NUMBER: 18067.02 DATE 05/17/2018 DRAFTER: TN, PKMC PROFESSIONAL OF RECORD JHR' REVISION NO: SHEET NO: S1.1 r O L (E) STAIR MU. PENTHOUSE PROPOSED VERIZON WIRELESS SCAMP" ENOL05URE (E) WAG MT (I STEPS 0 OP �— (E) PLATFORM BY OTHERS FP C 7 C 7 c 0 / • 121 (E) ANIMA FRAME BY OTHERS (E) ROOF TOP7 I/52.I C J L CO OO D (E) LADDER PROPOSED ROOF PLAN SCALE: I/4' = I'-0' I J _ J U2135 SEE ARCHITECTURAL DRANIN55 FOR ADDITIONAL INFORMATION NOT CALLED OUT. CUENT: verizonv IMPLEMENTATION TEAM/CUENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS MD SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. SSITUL W AVOAIE SURF SFATTIE WA MOOT TO 878987A02 FAX 206981.3101 wm•oaiOwme QUANTUM REV DATE DESCRIPTION RA st 0 0,1 01014 1 F41 LIMY �romunity /pinnmant _ Co 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED ROOF PLAN PROJECT NUMBER: 18067.02 DATE: 05/17/2018 DRAFTER: TH, PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET N0: S2.0 (El GONG. HOLLOWGORE —7 ROOF K/ W8 COLUMN �-H 0 (E) W21 TO BE STRENGTHENED PER II/S5D 4' (E) HVAC WIT i> 0 �y+ e♦ xI OUTLINE OF SCREENED PLATFORM ABOVE L (�l GMU WALL 1 —10/55.0 3/53D 19'-llj' T 1 PARTIAL ROOF PLAN NOTES, I. SEE ROOF PLAN ON 52.0 FOR SCREEN WALL LOCATION AND ORIENTATION. SEE ARCM. DRAWINGS FOR FLASHING AND WATERPROOFING AT SLEEPERS AND PLATFORM COLUMNS. 3. SEE 4/52.1 FOR SCREEN WALL PLATFORM PLAN. PARTIAL ROOF PLAN SCALE, 114'.I'-0' DOOR PER ARCH. DINGS., TYP. 9/55.0 4 0 4/53D 1 ♦ 6/54D r PIPE 4 STD TOP AND SOT. 5/54.0 TYP. AT END OF PIPE BELOW RF TRANSPARENT SCREENING AND CONN. TO FRAMING BY OTHERS, TYP. SCREEN WALL FRAMING PER EL, TYP. ANTENNA MODEL, ORIENTATION o AND CONN. TO PIPE PER ARCH. DINGS., TYP. N AUXILIARY EQUIPMENT TIP. i 3/53.0 AND CONN. TO PIPE PER ARCM. DINGS., TYP. FRP WIDE FLANGE bx6x% TOP CHORD BRACE, TYP. EA. CORNER TOP GH0RD BRAG 1 PIAIE NOT15 I. SEE 4/52.1 FOR ADM_ INFORMATION NOT GALLED OUT. 2. RF TRANSPARENT SCREENING AND CONNECTION TO FRAMING TO BE DESIGNED BY OTHERS FOR 200 PLF SERVICE LEVEL IN -PLANE SHEAR gCREEN WALL PLATFORM PLAN NOTES, I. SEE ROOF PLAN ON 52.0 FOR EQUIPMENT PLATFORM LOCATION AND ORIENTATION. 2. SEE ARCH. DRAWINGS FOR FLASHING AND WATERPROOFING AT SLEEPERS AND PLATFORM COLUMNS AND ADDITIONAL INFORMATION NOT GALLED OUT. 3. ALL STEEL SHALL BE HOT DIP GALV. UNA. 4. SEE 54D FOR TYP. STEEL DETAILS 5. GRATING AT PLATFORM SHALL BE lI'x' %(6 19-4 WELDED STEEL GRATING ATTACHED TO FRAMING WITH SADDLE CLIP FASTENERS BY GRATING MFR. ALL GRATING SHALL HAVE BANDED EDGES. b. IN ADDITION TO THE UNIFORM LOADING SHOWN IN THE DESIGN CRITERIA SECTION ON 51.0 THE EQUIPMENT PLATFORM HAS BEEN DESIGNED FOR THE FOLLOWING CABINET LOADING. ® POKER AND BATTERY CABINET W 4,400 LB. MAX HEIGHT © CABINET W 5,000 LB. MAX WEIGHT /. ANY EQUIPMENT CABINET SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD IN WRITING FOR REVIEW PRIOR TO CONSTRUCTION. FUTURE CABINET MODIFICATIONS MD UPGRADES SHALL NOT BE PERFORMED UNLESS A COMPLETE STRUCTURAL ANALYSIS 15 DONE ON PLATFORM AND (E) BLDG. BELOW 8. 0 10-5 DENOTES MOMENT CONNECTION PER ELEVATIONS AND DETAILS. 9. P.O.S.: FACE OF STUD CUENT: verizon" IMPLEMENTATION TEAM/CUENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 1511 T1W AVENUE SW11323 SEATIIE.E, WA OMR TEL 908967.3900 FM 9069613901 QUANTUM REV DATE DESCRIPTION G s712� . a'�n 7Smc A _2 i 2hhd - C L'^ )rmmunity I IV.. 1 1 L 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PLANS PROJECT NUMBER: 18067.02 DATE 05/17/2018 DRAFTER: TH, PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET NO: S2.1 TOP CHORD BRAGIN& PLAN SGN.E, I/4 I'-O SCREEN WALL PLATFORM PLAN SCALE, V4'.I'-O' 4 - Mir .. ELEVATION, USE FRP CAT HANNEL CHANNEL b'xlg/a x4'i SPACED 2'-6' O.G. MAX FOR SCREEN WALL FRAMING I8'-2' CLIENT: verizon" IMPLEMENTATION V TEAM/CUENT: L'Y N X 3' (3) EQUAL (5) EQUAL SPADES = 12L0' 3' SPACES = 5'-8' / 5/55A RF TRANSPARENT SCREENING BY OTHERS 3/55.0 6/55.0 -1 I WF 6x6x=/e 1 8/S5A�J5 5 ` 50 It DO NOT SCALE ORAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEIMER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF IRIS PROJECT. V m.D % .O \ % •D % .D m % .9 .9 8 A i,p W55A x LL T BEAM PER PLAN O �1 l4 GMU WALL '&RTC TAR ARAM SFATRE WAIb1U1 01 iAi iV69m.AU1 TYP. L - I % J BEAM PER PLAN I 4/S5.0 4 II/54A .4 COL. PER PLAN QUANTUM ear' Rr �O de irk %/1�,� "' u. 09 �f/OxAL V. (E) ROOFING AND INSULATION (FJ BEAM REINFORCED PER PLAN AND a COL. PER PLAN 4 n (E) HOLLOWARE PRECAST GONG. PLANK TYP. DETAILS REV DATE DESCRIPTION ELEVATION OGALEs 1/4°°1-0• I ELEVATION SI;W.F, vv°ra 2 - - - 20-2' 20'-2° - - - -.1.M.r i MAY P 090 - - C . - ... 3' (3) EQUAL SPACES = 12L6' (2) EQ. (2) EQ. 3° 3° (2) EQ. (4) EQUAL SPADES = 10'-4° (2) EQ. 2'.A° 3' - , Develc . U I11 i N pment r•- SPACES =3'-II' SPACES = 3'-5° SPACES = V-5• 565A SPADES = 3'4° 5/17/18 ISSUED FOR PERMIT A.,• t� ! PROJECT: SEA H U B B E L L 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 RF TRANSPARENT bISSA 1 1 1 1 1 1 . 5 - 0 1/S5.0 SIM. Jc f RF TRANSPARENT 1 1 1 -S 4 I 6/55.0 1 SCREENING BY I 1 1 I FRP WF 6x6xD/r I I I I I _1 OTHERS L J: LJ L. J L. JB A - SCREENING BY I I I J FRP WF bxbx54. OTHERS L. J L. J L J8i55A 8/55.0 Tc Tc v 8/SSA v r sti X 2/55A •% X A. / \ 7,1 X \ m X t X BEAM PER PLAN, TYP. o (E) GhAI WALL v X k A h I.a m °� LL N '0 ° X 1 ,i,� x X X X k k B FRP CHANNEL bxl/B Jdi FRP WF bx6xs/p' BEAM PER PLAN, TYP. SHEET TTRE: ELEVATIONS TYP. °' gg g it V TYP. 1J' - 4/SSA a WI2 1 11/54A a ROOFING AND INSULATION I I ' 1' f `J 4/SSA d W12 II/54A ""' (E) ROOFING AND INSULATION 'bOOOOOOOIOOOOOOOOIOOOOOO00% .b000000010000000000000000 • • E 4 - l4 HOLLOWARE PRECAST CONC. PLANK, TYP. - (E) HOLLAWGORE PRECAST GONG. PLANK, TYP. PROTECT NUMBER: 18067.02 DATE: 05/17/2018 DRAFTER: TH. PKMC PROFESSIONAL OF RECORD JHR REVISION NO SHEET NO: S3.0 ELEVATION SGAL.E, 1/4'0-0• 3 • El2/ATION SCALE, V4'.ra 4 2 2xBOLTDIA. GIRDER WEB CLIENT: verizon" DOPE FLANGE SGi�E •D• OR COLUMN FLANGE PER SCHEME 'A' ° ,WHERE REQUIRED i SIZE BEAM SIZE I BOLTS I PLATE O THIGKNE55 3 WELD FOR O p• < B < 10° 3 V�I_D FOR 10° < B < 30° PLATE PER SCHEDULE °D. 90° SCHED FOR O°< �° b' 30°< <49° BEAM SIZE I C BOLTS I PLATE O THICKNESS WELD 512E IVL'.., (3) SIDES Ufa •W. SCHEDULE °A° IMPLEMENTATION v TEAM/CLIENT: LY N X W.P. FOR Q 1b'd' Vi 4(a° • W10, CIO (2) =Yt� K2,NU4, GI2 (3) V. /(a° I K2,WI4 (3J 14°4° .. FOR 45°< <b®° ry Kb, WI8 (4) 7¢'A lee STIFF. STIFF. le 3/8' DPP. —� Kb, WI8 (4) 7g°4 It)“' t.tt•' Nob' BEAM WEB Ufa 45• OF SHEAR PLATE MIL z B4O°-° I BOLT TYPE = A325N U.O.N. MATERIAL c A36, U.O.N. 0BOLT SPACING PER DETAIL 2/54A. O t ' PLATE THICKNESS. 3' MAX. 2x BOLT DIA. BOLT TYPE = A325N, UA.N. •-_ I -• (. FE MATERIAL = A36, U.O.N.O Ir O2 BOLTS SHALL BE AT 4' Q.G. SPACING 7 - DO NOT SCALE DRAWINGS. DRAWINGS AND ADVISE CONSULTANTS OMISSIONS. NO VARIATIONS SHOWN SHALL BE IMPLEMENTED APPROVAL AU. PREVIOUS BY THE LATEST INC.S MAIN THE CONSULTING,SPECIFICATION ER ARCHITECT WILL BE PROVIDING THIS PROJECT. CONTRACTOR MUST .VERIFY ALL OF ANY ERRORS OR OR MODIFICATIONS TO WORK WITHOUT PRIOR WRITTEN ISSUES OF THIS DRAWINGS ARE REVISION. ALL DRAWINGS AND LYPNNX PROPERTY CONSONEITF LYNX INC. NOR THE CONSTRUCTION REVIEW OF FOR KO BEAMS/GIo CHANNELS � PLATE SFESUPERSEDED AND BOLTS PER SCHEDULE 'A° 01 1611TR-WAS AVENUE 1511 a TFATIIE WA�101 TO. me➢vv3:01 F...m o 1 TYPICAL BOLTED BEAM GOtOEGTION DETAIL SCALE NOf TO SCALP 2 TYPICAL 51Q3'E7 BEAM COMMOTION 9WL2 NOT TO SCALE 4 QUANTUM s % O...- ,F7pdut mAX $. :. , a a �,.:: o° , 1' COL. PER PLAN 3° 3• 1}• tiaria COL. PER PLAN BEAMS ON AU. I)1° (4) 4 I (6) °m FRP FASTENERS ANTENNA MODEL, VALMONT 3GX4-K CROSSOVER PLATE BELOW L �l 3° 3° SIDES OF COL. BELOW y y AT I I T f"I SIM. SECTION ♦ ORIENTATION AND ° KIT, TYP. 1, + + + + + 1 * + 4 + + !)//:�/ ♦ i CONN. TO PIPE •♦ PER ARCH. DINGS. �I VP SEE 2/35A FOR FRP WF CONK TO TOP PLATE + 4. (4) * + 1 EA. WO A325-N BOLTS FLANGE, TYP. L - + + 1 + + 1 (4) EA. Tb°4 A325 N BOLTS FLANGE, TYP. * ♦ ♦ I 44, , II I}� d BOT. OF BEAMS IIIFE ' TOP d BOT. OF DETAIL SIM. WHERE PIPE IS PERPENDICULAR =IOUI BEAM PER PLAN, TYP. SOMA BEAMS REV DATE DESCRIPTION TO SCREEN WALL •BOLTED P 2°0 STD. STEEL PIPE 4 v - - BEAM CONN. A PER 2/54A, TYP. A PER 2/54.0,TYP.- - - - BEAM PER PLAN, TYP. v \ FRP WIDE FLANGE COLUt41 PER PLAN —� ' KNIFE if., TYP. GJP T. . TO COL. =.. TO CO� . v BEAM PER PLAN, TYP. -- PIPE SEGMENT BTWN. I[ ' TO MATCH i�'7 PIPE SEGMENT BIM. le �i TO MATCH 7r /) I 7 - � liar 6 iti'Tawr, iii SEr ,� p_-,,, p • s�fl9 , 'a ri Dfii _ E9 *V _ n / SKEWED STEEL PIPE II PER PLAN SPADED • 4'-0' O G. �� BELOW - --_- BELOW GJP if. IC 4i TOP d BOT. OF =L _ _ 4 —:—_ Fe ti TOP d BOT. OF Y"YY"Yd it ft.Ci �(d RF TRANSPARENT I VERTICALLY, TYP. SCREENING BY OTHERS —� ': III U TO COL. BEAMS w/ (4) 1g°m G.lF IE - BEAMS W/ (4) Tg°m _ Cor D V Va 1munity '!7717T� n } t A325-N BOLTS EA FLANGE TO COL. A325-N BOLTS EA. FLANGE COL. PER PLAN COL. PER PLAN - - - DETAIL SCALE NOT TO SCALE 5 DETAIL SCA 6 NOT TO SCALE 6 DETAIL SCALE NOT TO SCALE 7 DETAIL SCALE, NOT TO SCALE $ - 5/17/18 ISSUED FOR PERMIT EQUIPMENT CABINET KIEGRATING Dt NAL BEAM NOT 5• SHOWN FOR CLARITY PER PLAN PROJECT: SEA H U B BELExam. L 5301 SOUTHCENTER BLVD TUKWILA, WA 981 88 L3x3xY BY OTHERS UNLESS MORE STRINGENT Exam. F REQUIREMENTS ARE SUGGESTED BY MFR. ATTACH % % or (Fa GMU WALL 3' 8' 3' Ufa ST1FF. IeYs' • 3'-0' OG, MAX CABINET CABINETBEAM w H/ (I)� BEAM PER PLAN Iv i SHEET TITLE: DETAILS i t _ BEAM (3) SIDES PER FLAN I' < A \ CORNER, 4)INNETOTAL + PER 4•, -� fij 4 + + •❖S•e�++•❖•.•❖❖.•❖•.❖❖•.•❖•.•❖•.•❖❖.•❖•.❖❖•.❖•.•.•❖•.••.❖❖•.❖❖•.4MIN e••:•M•:e•eee•• e•eee❖M•_•e• 4. GRATING PER PLAN -- - - BEAM PER PLAN, TYP. BOLTED BEAM CONNECTION PER CI • SECTION A WORD. SPACING W/ I I / y A PROJECT NUMBER: 18067.02 DATE: 05/17/201e (E) ROOFING, INSULATION (E) GONG. AND ROOF PLANK CABINET MFR. PRIOR TO FABRICATION fizz DIAGONAL BRACING NOT SHONN FOR CLARITY. BACKING Fe)4'x145<I'-1° w/ (6) 5/C 4' ALL THREAD RODS IN/ ADHESIVE PER GENERAL NOTES DRAFTER: TH, PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET N0: S4.0 DETAIL SCALE NOT TO SCALE CI DETAIL SGM. NOT To SCALE 10 DETAIL sues NOT 10 SCALE I I DETAIL SCALE NOT To SLUE 12 _Mir FRP WIDE FLANGE FRP WIDE FLANGE COL. NOTE, PER ELEVATION NOTE. PER ELEVATION. RF TRANSPARENT FLANGE OF FRP ALIGN EDGE OF FRP SCREENING NOT FRP L4x4x%x WIDTH G0 WI' COL. IN/ OUTBZ EDGE ALIEN FACE OF STUD W/ OUTER EDGE OF BEAM BELOW RF TRANSPARENT SCREENING BY FRP CHANNEL PER FRP CHANNEL BEYOND CLIENT: veri ZO n SHOWN FOR CLARITY -"' OF STEEL BEAM, TYP. SHOWN FOR CLARITY RF TRANSPARENT (2) WO FRP FASTENERS SCREENING BY OTHERS EACH LEG, (4) TOTAL Ii° p u OF STEEL BEAM I STEEL BENT E V4 x 5' x0'-4° (LLv) A°' (2) y%°m FRP FASTENER-5 ENERS EACH LEG, (4) TOTAL OTHERS I 1 i i I ELEVATION - RF TRANSPARENT FRP L4x4x4gx0'$�h' W/ SCREENING AND (2) % P FRP FASTENERS ATTACHMENT TO EA. LEG. TRIM HORIZ. LE6 FRAMING BY I STEEL E 14'tC3'xl'$° I BTWN. FRP CHANNELS IMPLEMENTATION V TEAM/CUENT: LYNX JI IL-_ PER ANGLE TYP. PER BENT le I AS REOD. AT E. OTHERS � EO.1 t EQ. - _ . I}° TYP. 3®12 3012. G0!lffi1110N AT STEEL FRP WIDE FLANGE BEAM PER PLAN C0IO TIOM STEEL BEAM TYP. AT SCREEN MA .L LOFp PER PLAN, 11 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED APPROVALAU. PREVIOUS IS US ES OF THISWITHOUT PRIOR WRITTEN DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL DE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. STEEL BEAM PER STEEL BEAM PER PLAN PLAN LOIOI AT FRP GIIAM� GG*K 811'*& FRP GNANti;. MU THIRD ATTUNE 54.111 J SEATTLLE, WA1 E07 , TEL 01598139OD FAX 20599.3701 ` ww QUANTUM U/P7/ ///EACH DETAIL SCALE/ E NOT To SCALE 2 DETAIL SCALE: NOT TO SCALE 4 I� - SCREENING NOTMFR. FOR CLARITYEV FATEER SIZE ATOP FRP FATENERRANSPARENOTHERST, TYP. SCREENINGOF IZE 6 SPACINGPER RF TRANSPARENT FRP L4x4x x 0' 4h° / Ili smi AND BOTTOMFRP (2) 15'm FRP FASTENERS L3x3x w/ O FRP FASTENERS LEG, (4) TOTAL BLOCK FLANGES OF0 FR TO WIDTHATION 12' O. TO FRP BEAMSHOWN EACH FRP L4x4 FBEAM FRP L4x4FRP II • WIDE FLANGE PEREVATION IZE d SPACING I FRP L4x4x3g 0-bIi REV DATE DESCRIPTION RF TRANPARENT x w/ (2) 0 FRP FATEERS A I EH LEG 1I If " v i`_'_71'� . 1 fl `F" a -.v - I}° FRP L4x4x% x vv/ (2) V. FRP FASTENERS EACH LEG, (4) TOTAL PER FRP L4x4, TYP. RP WIDE FLANGE COL. 11 PER ELEVATION FRP WIDE FLANGE BEAM TP, FRP WIDE FLANGE BEAM RF TRANSPARENT I PER ELEVATIONSCREENING PER ELEVATION BY FRP CHANL PER - k'a e— 1 m i,Y , : ' + + OTHERS ELEVATION _ FRP L4x4x45 x O'$' •° TOP AND BOTTOM - _ MA _ A 2010 2' TYP. FRP WIDE FLANGE COL. PER ELEVATION INSTALL FRP L2x2 AND U INSIDE LINE OF FASTENER-5 SO NO BLIND FASTENERS READ W/ (2) °%°9 FRP FASTENERS EACH LEG, (4) TOTAL - Community _ _ De /eiopment DETAIL SCALE, NOT TO SCALE 5 DETAIL SCALE NOT TO WALE 6 DETAIL SCALE NOT TO SCALE 7 PETAL SCALE. NOT TO SCALE a - 5/17/18 ISSUED FOR PERMIT I. ALL ROOFING WORK TO BE PERFORMED BY B1.1ILDINS5 ROOFING CONTRACTOR So ALL WARRANTIES REMAIN IN EFFECT. 2. CONTRACTOR SHALL USE NON-DESTRUCTIVE TO LOCATE VOIDS IN (E) HOLLOW -ORE RANK TO THATCOL THE WEB of RANK IS Nor vwLL®. (E) TE5TIN6 R21CR Pt3z RAN BASHING AND W A.94ING AND b PROJECT: SEA H U B B E L L 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 ' PER �t� RF TRANSPARENT FRP L3x3 PER 6/SSA / OTHERS FRP WIDE FLANGE % �� ' mil Wilk �,' •F PER ELEVATION q /%///! ; 11 TYP. // V r//7" ' / y� 1 BASE IC Qk10'xl' b' r/ (4) 3 0flLL-THREAD RODS AND EPDXY PER ALr. HLE LOCAnoNS As PER ARCH. DRAWINGS REMOVE LT:J SHEEP 7BLE: DETAILS (4) WO FRP FASTENERS FROM FRF' BRACE TO Lbxbx BOTH A FRP BEAM SIDES w/ B°m O S AND OXY PERGL j . PER FLANPROVIDE REG�. INSTALLA110N • ::}?:•_=—' t ::f }}::; fi ANDLACEw�—..1 h NOTES®8O. ; i 4 3/akl2xl$ONI' �� n LIKE KIND I1PON • L . .. r°o ... 11 ... yam '•,. /••....': FILL VOID AT EA ROD v// ��• FER 6BJHtAI NOTES TIP. (E1 BEAM. VFY.° GRADE 50 STEEL USED PRIOR TO CONSTRUCTION •�OGC11CiMU 411 III (EJ HOLLOWGORE FLAW Ie INS' coNT. (GRADE. 50) BOTN SIDES OF BEAM WELD PLATES OT BEAM AND TO (E) COLUMNS PRIOR TO PLATFORM INSTALLATION WALL\ / �To... ALL -THREAD RODS AND . 111 •(U ' •D EPDXY PER GENERAL PROJECT NUMBER: 18067.02 DATE 05/17/2018 ..1UJ': �. y NOTES DRAFTER: TH, PKMC PROFESSIONAL 01 RECORD JHR FRP WIDE FLANGE BRACE �� (E) HOLLOW CORE PLANK PER PLAN. TOP FLANGE NOT SHOWN FOR CLARITY (E) 6Rotrrep CELL, TYP. REVISION NO: SHEET NO: S5.0 tiC SEE 11/55A FOR ADDS. INFO. NOT CAI I FT) OUT . - DETAIL SCALE Nor ro SCALE GIDETAIL SCALE NOT To SCALP 10 DETAIL SCALE. NOT TO SCALE I I DETAIL scut 1'°ro' 12 NOTES: 1. POWER AND TELCO UTILITY COORDINATION WAS• �. NOT PERFORMED BY THE ENGINEER. THE ENGINEER HAS RELIED UPON INFORMATION PROVIDED BY OTHERS. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS WITH THE UTILITY PROVIDERS AND VERIZON WIRELESS CM. 2. ALL BELOW GROUND CONDUITS SHALL BE SCHEDULE 40 PVC CONDUIT 3. ALL ABOVE GROUND CONDUIT SHALL BE RIGID METAL CONDUIT. 1 it POWER PROVIDER: SEATTLE CITY LIGHT DOUG HABERMAN PHONE: (206) 733-9138 ER 11 Fri _ fraVUw p.• 53RD AVE S EXISTING SIDEWALK TYP EXISTING CURB TYP EXISTING BUILDING EXISTING ASPHALT ". PARKING LOT EXISTING SPRINT BALLAST SLED ANTENNA MOUNT EXISTING SPRINT 10.-10"x20.-0" STEEL EQUIPMENT PLATFORM PROPOSED 25-TA FIBER VAULT P •: AT THE EDGE OF SOUTHCENTER BLVD (SUPPLIED BY VERIZON WIRELESS) EXISTING ASPHALT PARKING LOT i/'EXISTING LOWER ROOF / OVERHANG TYP PROPOSED VERIZ WIRELESS PLATFORM MOUNTED EQUIPMENT CABINET (TYP OF 2) PROPOSED VERIZON WIR TELCO CABINET MOUNTED TO PROPOSED SCREEN WALL CONDUIT WITH (3)2AN 4.0 RIGIDPROPOSEDMETAL (1) 1D (1) /10G CONDUCTORS FROM G AC PANEL TO PROPOSED VERIZON WIRELESS POWER CABINET EXISTING STEPS EXISTING STAIRWELL PENTHOUSE VERIZON WIRELESS UTILIZE EXISTING POWER METER AND AC PANEL EXISTING RETAINING WALL SOUTHCENTER BLVD PROPOSED VERIZON WIRELESS (1 4'0 SCHEDULE 40 PVC CONDUIT WITH (3) 1-1 4'0 CORRUGATED INNERDUCT FROM PROPOSED FI DENARC (AT VERIZON EQUIPMENT) TO PROPOSED FIBER VAULT AT EDGE OF SOUTHCENTER BLVD (INSTALLED BY (E VERIZON WIRELESS) O ( PROPOSED VERIZON WIRELESS SI) 4'0 SCHEDULE 40 PVC CONDUIT WITH (3) 1-1/4 0 CORRUGATED INNERDUCT FROM PROPOSED FIBER DEMARC (AT VERIZON EQUIPMENT) TO EXISTING PROPERTY UNE AT EDGE OF SOUTNCENTER BLVD (STUB UP CONDUIT AND CAP FOR FUTURE VERIZON WIRELESS USE) I (INSTALLED BY VERIZON WIRELESS) gI 1 I ci y1' PROPOSED VERIZON I WIRELESS 5'-0' UTILITY EASEMENT 40 gI I � I I I _ � X x I EXISTING WALL MOUNTED LADDER PROPOSED VERIZON WIRELESS GEN PLUG MOUNTED TO EXISTING WALL AT GROUND LEVEL EXISTING ABANDONED POWER METER EXISTINGABANDONED AC PANEL 1 n �fe �1 0 1 0 OD 1 CUENT: verizon1 IMPLEMENTATION TEAM/CUENT: LLYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCNON REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 5/17/18 PROJECT: AL 4.4,10 111(0 Curnmunit\t C%vziopmeht ISSUED FOR REVIEW SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TTTLE: PROPOSED UTILITY PLAN PROJECT NUMBER: DRAFTER: BEW REVISION NO: 1 DATE: 5/16/18 PROFESSIONAL OF RECORD BEW SHEET NO: E-1 22'K34' SCALE: 1/8'= 1'-0' 11'u17' SCALE 1/16 = 1 -0 8 o e' PROPOSED UTILITY PLAN 1 METER SHALL BE COMPLETED IN COMPLIANCE 1411, 1. INSTALLATION OF SECONDARY POWER AND CONNECTION TONOTE IC FPA WNATIONALIC LAND EO CODE, . ALL LA AND THE SU STATENDLAWS, RULES AND REGULATIONS FOR INSTALLING,B40.EQUIPMENT ELECTRIC WIRES AND EQUIPMENT, ALL LATEST ISSUE AND WITH SPECIFICATIONS PER ASTM 8 231, B 400, ELECTRIC ICEA 5651-401. ICEA P81-570 AND LOCAL PUD. 2. UNDERGROUND CONDUIT SHALL 8E RIGID POLYVINYL CHLORIDE CONDUIT. SCHEDULE 40. TYPE 1, CONFORMING TO UL ARTICLE 651. 3. WESTERN PLASTICS OR CARLON MANUFACTURER COUPLINGS SHALL BE SLIP-ON. SOLVENT SEALED T PIPE. SOLVENT WESTERN TYPE COMPATIBLE WITH PVC DUCT. 4. ALL CONDUIT BENDS SHALL BE 'WIDE SWEEP' TYPE WITH A 24' MINIMUM RADIUS. 5. ALL CONDUIT UNDER ROADS SHALL BE RGS OR PVC ENCASED IN B'X18'RED CONCRETE DUCTBANK. 6. CONDUIT USED INDOORS SHALL BE EMT. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE. SET SCREW FITTINGS ARE NOT PERMITTED. 7. CONDUIT USED ABOVE GROUND OUTDOORS SHALL BE RIGID GALVANIZED STEEL. 8. ALL STUB -UPS SHALL USE RIGID GALVANIZED STEEL CONDUIT. 9. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REOUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HDPE PULLING HAND HOLES AS NEEDED. 10. CONTRACTOR SHALL ENSURE ILC IS PROVIDED WITH (2) INTERNAL TVSS. 11. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/INTERFERENCES EXIST. HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATED UNDERGROUND PIPING IN PUBLIC ROW. 12. VERIFY THAT AIC OF THE UTILITY DOES NOT EXCEED THE AIC RATING OF THE PROVIDED EQUIPMENT. IF OVER 10K AIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. 13. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK/MATERIALS, REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT. PULL ROPES. CABLES. PULL BOXES. CONCRETE ENCASEMENT OF CONDUIT (IF REOUIRED). TRANSFORMER PAD, BARRIERS. POLE RISERS, TRENCHING. BACKFILL. PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REOUIREMENTS IN SCOPE OF WORK. III" SHALL BE INSTALLED. CUENT: verizon PLUMBED AND WIRED PER MANUFACTURER'S SPECIFICATIONS. -- - PROPOSED POWER DISTRIBUTION CABINET (ON ROOF) -- EXISTING AC PANEL/TRANSFER SWITCH EXISTING 240V-30 NEMA 3R SOCKET PER UTILITY PROVIDER REQUIREMENTS IMPLEMENTATION g TEAM/CUEHf: LY N X O (� ROPOSED 2�0 RMC WRH -\ �M) �/3/0 AND (1) #60 FROM �TRANSFER �TO SWITCH o _ - ROPOSED PLUG PROPOSED 200A MAIN - pEN CIRCUS BREAKER DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AU. DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR SHOMIOWN SHALL BE PLEMENTNS. NO VARIATIONS R UOOI+OUM P OR WRTO ITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NETIHER LYNX CONSULTING, INC. NOR THEARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. - - - ` '. ' - -. - - - - PROPOSED (1) 1-1/410 RIGID METAL CONDUIT WITH (3) /2 AND (1) /10G� CONDUCTORS FROM EXIS11NG AC PANEL TO PROPOSED VERIZON WIRELESS POWER DISTRIBUTION CABINET .f igius,N7'� .(�4 OF WA Sy, I v) 'A 51134 �� T� RFGISTE�� S S PROPOSED R0 xiGD-o—► LONG MIEN 1 `EXISTING POWER FEED EG SIONAL GROUND ROD -- REV DATE DESCRIPTION ELECTRICAL NOTES 5 11=x17 SCALE: NO o � ONE -LINE DIAGRAM 4 - - - NOTE SURFACE CONDITIONS SHALL BE RESTORED TO PREVIOUS CONDITION OR BETTER FINISHED GRADE - 1•N AF+ - A rir"mT*Ilk - PI ,3 ! %;4-? AY 21 2018 - - Co nmunity "" • =; :. - Uevalopment ty -- - - - HOT DIP GALVANIZED PIPE _ CLAMP (B-LINE PART # 82016 HDG OR APPROVED EQUAL) HOT DIP GALVANIZED PIPE ,,. -• '1. '5 < n: 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 /,K./ /\ //� \ ��—_-- \�\—'—'\/\TAPE / \C \ •-- — — — ./\/j4 2V . — — —-- /%\\/ _- TILI7Y — — \CAUTIONARY — —•— —•—_ \�V COMPACTED BACKFILL WITH - —_— —_— '- / �/y IMPORTED SOIL SATISFACTORY OR CLAMP (B-LINE PART # B2031 4"0 RMC HDG OR APPROVED EOUAL): 1-1/4"0 RMC' _ A O • 4 ' • 3 '� n �' 4 f 1j ,•, ,,c ^ ' 2= `t :1::: h; C'i , •, ", h, 1 m A 1 '. .: illUNDISTURBED r%� :�. o `'—'—_—'—•—/ �/�� `//\ Y\\/;_—_.—._. -- _—_—� SOIL \ //' :':._�,,.-.. dYi':?t:Cr.'i:.'e i.\+:.'3:i,,':',X,i4'':S4?,ni .i .t ` SHEET TITLE: UTILITY NOTES AN D DETAILS - - HOT DIP GALVANIZED UNISTRUT (24" LONG) (8-L NE PART f 822 SH-120 HDG OR APPROVED EOUAL <. • �' "5, , •� ? _ `' ^`.I _S �; •d Z /,/ \\ "\'_:k: - - -.- " '_ % : ^;:'. r?l.:+Y:-:� :, „ g.:v '?' ''''" g''''' \\//\ 3/8"0 MASONRY SCREW WITH MINIMUM 3" EMBEDMENT (HILTI PART a SCREW ANC KH 3/8"x3- (3" FROM EACH EDGE) .r ,, A iy Z a \_''�°..�..'E"4'=MIN" `: /\\ l9�a.\. \�� :'la .;. �...r' ,', ....., ,,� • \\//>// \� � ////A •'%v• 4"0 SCHEDULE a0 FIBER CONDUIT COMPACTED SAND EAU,1 ' •-; • . 0 @ a.4F :5 .• •PROTECT _ NUMBER: - DATE 5/16/18 �._ ELEVATION -•. _ DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO 1 SHEET NO: E - 2 11 x34' SCALE: NOT TO SCALE NOT USED 11'x17• SCALE: NOT TO SCALE 7 2Tx344- SCALE:C: NOT TO SCALECA' CONDUIT WALL MOUNTING 2 I;-xx17- SCALE NOT TO SCA. SCALE: NOT TO LE CONDUIT TRENCH 1 EXISTING SIDEWALK TYP PROPOSED VERIZON WIRELESS PANEL ANTENNA MOUNTED TO EXISTING PENTHOUSE WALL (TYP OF 2) KEYED NOTES PROVIDE (1) GROUND INSPECTION WELL. WELL SHALL BE CONCRETE WITH A CAST IRON LID, LABELED "GROUND'. PROVIDE 5/8"x10'-0" LONG COPPER CLAD, STEEL GROUND ROD DRIVEN TO 2'-6" BELOW GRADE. MAXIMUM SPACING 15.-0", MINIMUM SPACING 8'-0' ON CENTER. PROVIDE (2) Q2 SOUD BARE TINNED COPPER CONDUCTOR FROM GEN PLUG TO GROUND ROD. PROVIDE (2) #2 SOLID BARE TINNED COPPER CONDUCTOR FROM POWER METER TO GROUND ROD. PROVIDE (1) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM EACH CABLE TRAY SEGMENT TO THE ADJACENT SEGMENT. PROVIDE (1) MAIN GROUND BAR MOUNTED TO PARAPET AT TOP OF BUILDING. PROVIDE (1) MAIN .GROUND BAR MOUNTED TO WALL AT BASE OF BUILDING. • PROVIDE (1) #2 SOLID BARE TINNED COPPER CONDUCTOR BAR TO EQUIPMENT CABINET. (TYP OF 2 PER CABINET) PROVIDE GROUND BAR AT EACH END OF CABLE TRAY AND BARE TINNED COPPER CONDUCTOR FROM GROUND BAR TO PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR TO H-FRAME GROUND BAR. PROVIDE (2) 112 SOLID BARE TINNED COPPER CONDUCTOR EXTERNAL H-FRAME GROUND BAR. FROM MAIN GROUND PROVIDE (2) 112 SOLID EQUIPMENT BUS BAR. FROM TELCO CABINET FROM SAFETY BOX TO PROVIDE (1) MAIN GROUND BAR ON H-FRAME. PROVIDE (1) MAIN GROUND BAR AT EQUIPMENT. PROVIDE (1) MAIN GROUND BAR AT EACH SECTOR. PROVIDE (2) 112 SOLID BARE TINNED COPPER CONDUCTOR FROM GROUND BAR TO GROUND BAR. EXISTING RETAINING WALL EXISTING PARAPET MOUNTED JUNCTION BOX, TYP 0 VERIZON WIRELESS TO UTIUZE EXISTING POWI METER AND AC PANEL EXISTING ABANDONED POWER METER EXISTING ABANDONED AC PANEL 0 Cbc000 10.-0' PROPOSED VERIZON WIRELESS RRU MOUNTED TO EXISTING PARAPET (TYP OF 3) PROPOSED VERLZON WIRELESS RAYCAP SPUTTER/SURGE SUPPRESSOR MOUNTED TO OOSTENG PARAPET EXISTING SPRINT PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) it EXISTING ROOF ACCESS DOOR EXISTING STAIRWELL PENTHOUSE EXISTING STEPS PROPOSED VERIZON WIRELESS - GEN PLUG MOUNTED TO EXISTING_ WALL AT GROUND LEVEL EXISTING HVAC PLUMBING LINE PROPOSED VERIZON WIRELESS SLEEPER MOUNTED COAX CABLE TRAY WITH (1) 6x12 HYBRID CABLE PROPOSED VERIZON WIRE]E WALL MOUNTED EQUIPMENT CABINET (TYP OF 2) PROPOSED ERIZON� WIRELESSESTEEL PLATFORM STAIRS PROPOSED VERIZON WIRELESS 18'-2'x20'-2' SCREENED ANTENNA MOUNT/EQUIPMENT PLATFORM EXISTING HVAC UNIT 11 10 --A EXISTING ROOF DRAIN TYP PROPOSED VERIZON WIRELESS RRU MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT (TYP OF 6) PROPOSED ON PANEL ANTENNA MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT (TYP OF 4) II I PROPOSED VERIZON WIRELESS RA SPUTTER/SURGE SUPPRESSOR MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT (TYP OF 2) T 1111. 111111111111111111111111111111111111111111 12 11111111 1111111111111111111111111 111111111111111111111111 III 11111111111111111111111 11111111111111111 I I I I I I I I 111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111I1111IIII111111IIIIII111111IIIIIl11111111111110111111111111 11I111111111111IIIIII111I11111111111111111111I 11111 ii11iiti II111111111111111111111111111111111111111 III 11111111111 1111111111111111111111111 I I 111111111111111 II . 11111I 11 11 1111111111 1111111111111111111 f� IIII 11111 IIIIIII 11111111111111111H I I ;t. IIIII111111 II 1 . 1 111 um PROPOSED VERIZON- WIRELESS PLATFORM MOUNTED EQUIPMENT CABINET (FTP OF 2) ■ 111111111111111111111 I 1111111111111111 V4..11111 1111111111111 I ;�� 1111 IIIIIIII 11` Ilk III 1111111111111 11111111111111111 1111111111111IIIII111E1 1111'11 MX 15 1 I" 1111111 11 1111111 11 1111111 111111 11111111 ® 11 11111111 1111 1111 II 11I' 1111 11 1�i mill n1 nn "IM I' IIII I �. IIII IIIII 1111111111 1111 111111 II INN 11111 DIIIII1111 Ill i 1111111 II i 1111111111 III ! 1111111111 ulim IIIIIIIIIII1111111111 1111111111111111111111 11111111111III 1111 111111111111111 III I 1111111I1111111,Y'III 111111111111111 ©� 1111111111111111111 111111 111111111111 /11111111 EXISTING BUILDING CUENT: verizon1 IMPLEMENTATION TEAM/CLIENT: LtLYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. DATE DESCRIPTION tit*. 1, e { 4Y. 1 ?Ole C�'tmltn t' -Dev(Iepment 5/17/18 ISSUED FOR REVIEW PROJECT SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED GROUNDING PLAN PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET NO: E-3 22"x34" SCALE 3/8'= 1'-0' 11"x17" SCALE 3/16'= 1'-0- 2 1 0 PROPOSED GROUNDING PLAN _ INSPECTION WELL GRADE i LEVEL IIPr ' GROUND LEVEL EXOTHERMIC WELD PARALLEL. NO i' (90') WELDS ALLOWED EXTERIOR GROUND RING. b2 AWG SOLID BARE TINNED NO SLAG OR COPPER CONDUCTOR DEFORMITIES ALLOWED CUENT: verizonv' IMPLEMENTATION LLYNX TEAM/CUENT: "us O: LD i m In I iv GROUND TESTING LOOP z_ "''F�� '�\ �i'. EXOTHERMIC WELD ��,) r, ut FROM GROUND RINC:'�'-, �� ¢ TO GROUND ROD 4 3 Or, EXOTHERMIC WELD m FROM GROUND RING TO GROUND ROD tO ' �.. FILL INSPECTION WELL WITH "• 3/a" CRUSHED STONE OR ; Ii �'� APPROVED EOUAL TO 4 ` '\> ' WITHIN 8" OF TOP ._ Y< / - a a' % EXTERIOR GROUND RING, #2 AWG SOLID BARE TINNED COPPER CONDUCTOR �i �% \' . GROUND LINE TO BE A MIN OF 2'-6" BELOW GRADE OR 6" BELOW FROST UNE. WHICHEVER IS DEEPER \i \\ ��\� ./ \ ` �.` / / ' EXOTHERMIC GROUND RING- b2 AWG WELD SOLID BARE TINNED COPPER CONDUCTOR DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AU. DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTNG, INC. NOR THE ARCHITECT ROJE4CT. WILL DE PRovIDINc coasrRurnoN REVIEW OF MINIMUM BENDING RADIUS 24" TYPICAL WG JUMPER, BARE2 INN SOLID TINNED COPPER CONDUCTOR GROUND ROD 5/8"0x10'-0" LONG COPPER CLAD STEEL ROD \ 5 n CONCRETE GROUND INSPECTION WELL WITH CAST IRON LID. "GROUND" CAST ONTO LID. 7�� Q 1+♦,1•D �j}_ i -�f?I `4� OQ WASii ii ,`tt' +C '� A 51134 ".x, ,tFC1 STEREO 1.4v SS (CHRISTY CONCRETE PART #603 OR APPROVED EQUAL) . i T 5/8"x10.-0" LONG COPPER CLAD GROUND ROO -ONAL E,G REV DATE DESCRIPTION 11 x34' SCALE: NOT TO SCALE GROUND ROD INSPECTION WELL 11'x17' SCAT: NOT TO SCALE 5 ;;-x>4" SCALE: NO TO SCALE SP GROUND ROD 4 ;;=x 4: SCE No o SCE TYP GROUNDING CONNECTION 3 - - - NOTES: 1. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER SPECIFICATIONS FOR THE PREPARATION OF WELDING SURFACES AND THE INSTALLATION CADWELDS. 2. ALL GROUNDING CONNECTIONS OF COPPER TO COPPER AND COPPER TO STEEL CONDUCTORS OF #8 AND LARGER SIZED CONDUCTORS SHALL BE CADWELD EXOTHERMIC WELDED CONNECTIONS. CONDUCTOR SPUCED WITH A CADWELD EXOTHERMIC WELDED CONNECTION SHALL BE CONSIDERED AS A CONTINUOUS CONDUCTOR. 3. ALL GROUNDING CONNECTIONS TO EOUIPMENT SHALL USE 2-HOLE BOLTED LUGS. WHEN THE CONDUCTOR IS j)8 OR LARGER. THE LUC SHALL BE JOINED TO THE CONDUCTOR BY THE CADWELD PROCESS, OTHERWISE USE COMPRESSION LUGS. CABLE TO CABLE CONNECTIONS: l �'" :: , •• ? ` TYPE TA TYPE XA TYPE PT CABLE TO GROUND ROD CONNECTIONS: lA t. 43>• _� \ � fft\ �• 1. ALL GROUNDING SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS, NEC STANDARDS, LOCAL UTILITY REQUIREMENTS, AND WIRELESS CARRIER'S STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING GROUNDING AND UNDERGROUND INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 3. ALL METALLIC OBJECTS SHALL BE GROUNDED. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 4. ALL OUTDOOR CONNECTIONS TO BE EXOTHERMIC CADWELD, INTERIOR CONNECTIONS CAN BE A PROPERLY APPLIED CRIMP TYPE UNLESS OTHERWISE SPECIFIED. 5. DO NOT INSTALL ANY GROUNDING ELEMENTS OUTSIDE OF THE CARRIER'S LEASE AREA. 6. ALL GROUNDING CONNECTIONS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS TO EARTH. 8. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT AGENT SUCH AS NO-OX, NOALOX. PENTROX OR KOPR-SHIELD. 9. ALL EXTERIOR GROUND CONDUCTORS SHALL BE (J2 AWG SOLID BARE TINNED COPPER UNLESS OTHERWISE INDICATED. 10. ALL GROUND CONNECTIONS SHALL BE AS SHORT. STRAIGHT AND DIRECT AS POSSIBLE. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS SHALL BE 8" WHEN BENDING IS NECESSARY. USE OF 90' BENDS IN THE PROTECTION OF GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEOUATELY SUPPORTED. BENDS SHALL NOT EXCEED 90' IN ANY CIRCUMSTANCE. 11. NO SPLICES PERMITTED IN GROUND CONDUCTORS, 12. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A 'CHOKE POINT-. 13. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC WELDED (CADWELD). 14. GROUND RING SHALL BE LOCATED A MINIMUM OF 2'-6" BELOW GRADE OR 6' BELOW THE FROST LINE. WHICHEVER IS GREATER, 15. INSTALL GROUND CONDUCTORS AND GROUND ROD A MINIMUM OF 1'-6" FROM EOUIPMENT PAD, SHELTER FOUNDATION. SPREAD FOOTING. OR FENCE. 16. ALL CONNECTIONS TO THE EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, UNLESS CONNECTING DIRECTLY TO A GROUND ROD. 17. GROUND BELOW FINALS SHALL GRADE OR E6SBELOWSS THETEEL FROSTRCOPPER L NE, WHICHEVER ISECREATER. SPACING SHALONG M BE ANDSHALL BE MAXIMUM ODRI SENOVEAND ALY WITH MINIMUMT OFR8 TOPS ON CENTER. 18. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP AND HAVE A VERTICAL SEPARATION OF 6' FOR EVERY ADDITIONAL CONNECTION. 19. GROUND BUS BARS SHALL NOT BE FIELD MODIFIED. 20. ALL GROUND BAR CONNECTIONS SHALL BE 2-HOLE LUG COMPRESSION TYPE. 21. ENSURE ALL MECHANICAL CONDUCTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 22. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. HARDWARE SHALL BE STAINLESS STEEL THROUGHOUT. 23. CONNECTIONS TO THE GROUND BUS BAR SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS BAR ARE PERMITTED. 24. TOWER SHALL BE GROUNDED PER MANUFACTURER'S RECOMMENDATIONS. AT A MINIMUM, THE TOWER SHALL BE GROUNDED IN TWO LOCATIONS. 25. ALL EXTERIOR METALLIC CONDUITS. PIPES, AND CYLINDRICAL OBJECTS SHALL BE BONDED TO THE GROUND CONDUCTOR WITH A PENN-UNION GT SERIES CLAMP. BLACKBURN GUV SERIES CLAMP, OR A BURNDY GAR 3900BU SERIES CLAMP ONLY. SUBSTITUTIONS WILL NOT BE ACCEPTED. 26. ALL GALVANIZED SURFACES DAMAGED BY THE EXOTHERMIC WELDING PROCESS SHALL BE REPAIRED USING A ZINC RICH PAINT. - r'� g�•v�' «"�, '� r,_ % S5 p}, f E 4_'_�_'� ^_ - ` "'-- _ - Ai'AAAA _� _ - n, 4 IUl11YAFA - ilet 1Y 41 LU Wti - -C,Oj'jmUCIII ar Y: ®� /+„ Inn . m n - - Y., L - 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL . 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TIRE: n'R I I GROUNDING v ' ` O `-' N DIN NOTES AN D DETAILS CABLE (STEEL ;`; TYPE TO �� I TYPE SURFACE) GR (ONE STEEL OR CAST \ VS (STEEL U TYPE GR SHOT) IRON CONNECTIONS: oe, TYPE VS PIPE) TYPE \ GT W TYPE TYPE (ONE VB U GT SHOT) �e1`1 N TYPE TYPE i W GY ` �- TYPE VN TYPE lie. NC (//(� '• TYPE GL PROJECT NUMBER: - DATE: 5/16/18 DRAFTER: BEw PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET NO: E - 4 x34- SCALE: NOT TO SCALE CADWELD (EXOTHERMIC WELD) 11"x17' SCALE: NOT TO SCALE 2 11-x17- SCALE: NNOT TO SCALE SCALE GROUNDING NOTES 1. MEI NOTES: Mir 1. GROUND CONDUCTORS SHALL BE #2 SOLID BARE TINNED COPPER WIRE UNLESS AN ALTERNATIVE SPECIFICATION 15 PROVIDED BY THE EQUIPMENT MANUFACTURER. 2. EQUIPMENT SHALL BE GROUNDED PER MANUFACTURER'S • SPECIFICATIONS. PROPOSED RRU PROPOSED RAYCAP SURGE (TYP OF 9) SUPPRESSOR/SPUTTER (TYP Of 3) 1. GROUND KIT SHALL'BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 2. GO NOT INSTALL ALL A GROUND KIT AT A BEND. 3. GROUND WIRE SHALL ALWAYS BE DIRECTED DOWNWARDS TO A NEARBY GROUND BUS BAR AND TERMINATE WITH A TWO -HOLE LUG. 4. WEATHER PROOFING SHALL BE INSTALLED PER GROUND KIT MANUFACTURER SPECIFICATIONS. DO NOT USE COLD SHRINK. 5. AT A MINIMUM. GROUND KITS SHALL BE INSTALLED NEAR THE EQUIPMENT/SHELTER, AT THE BASE OF THE TOWER, AT THE MIDDLE OF THE TOWER AND NEAR THE ANTENNA ON EACH CABLE. CABLE GROUNDING KIT WEATHERPROOFING CABLE CUM CUM veruzon1 IMPLEMENTATION g TEAM/CUENT: LY N PROPOSED PANEL ANTENNA (TYP OF 6) DO NOT SCALE DRAWINGS. CONTRACTOR MUSE VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS 70 WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. AU.DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING. INC. NOR THE CHIT CT WILT. BE PROVIDING CONSTRUCTION REVIEW OF ARIS IrED I "\-" irk' JI - 1 / / , ` / / i 1 '� PROPOSED #2 SOLID BARE TINNED COPPER ' COPPER CONDUCTOR FROM PROPOSED I 12" TO 24"le 1 ) WAS f� QL- o H tiC O y 1 4' 51134 OVA �FC(STERE� `�y�w SSfONAL ti�G +I` AF N6 AWG STRANDED COPPER WIRE WITH GREEN, 600V, ♦ THWN INSULATION TWO -HOLE LUG ooe00000 0000v* — — EQUIPMENT TO PROPOSED GROUND BUS BAR NEAR ANTENNAS ` PROPOSED GROUND BUS BAR NEAR PROPOSED ANTENNAS REV DATE DESCRIPTION zz•x34• SCALE: NOT To SCALE NOT USED 11•x17• SCALE: NOT TO SCALE 6 11"x17 SSCALE: NOT CALE: NOT TOF EQUIPMENT GROUNDING 5 ii"xii" 5 NOT ;CO s CABLE GROUNDING 4 — — — NOTES: 1. ALL HARDWARE SHALL BE 8-88 2. FOR GROUND BOND TO STEEL TOOTH WASHER BETWEEN LUG SURFACES WITH KORP-SHIELD 3. ALL HOLES COUNTERSUNK 4. ALL LUGS SHALL BE DOUBLE HEAT SHRINK ALL OUTDOOR GROUNDING CABLES FROM EQUIPMENT TO GROUND BAR (SEE DETAILS FOR PRESCRIBED CONDUCTOR SIZE) AND 1/16" HOLED-Liy5. LUG STAINLESS ONLY: INSERT STEEL. PENETROX CONNECTIONS- LUG STEEL COAT ALL TYPE "E" A-TiCe0A:(n7i HEAT SHRINK ALL OUTDOOR NEW 4"x24"x1/4" COPPER CONNECTIONS GROUND BAR. CONSTRUCTION MANAGER TO VERIFY EXACT ALL EQUIPMENT LOCATION AND INSTALLATION I GROUNDS TO TERMINATE IN FIELD IN 2-HOLE LUGS - - ? Ar"'> - IP X T7 .a ,r x •-�,. - ;� .r%u 21 w�18 munjh,_ �omonf 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 Cpoo 0 O o c 0 i oo�0000000000000p 0 0 s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0--TYPE ISOLATOR �f(TPof2) I HS SHEET TTRE: GROUNDING DETAILS -C- f�#2 AWG SOLID BARE TINNED COPPER CONDUCTOR TO BURIED GROUND RING EXOTHERMIC WELDED TO GROUND BAR 2'-0" (FIELD VERIFY) T _ CADWELD / / PROJECT NUMBER: - 0A1E: 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD - BEW REVISION NO: 1 SHEET NO: E - 5 22•x3,• SCALE: NOT TO SCALE NOT USED 11•x17• SCALE: NOT TO SCALE 3 i i 'xx17- SCALE NOT TO NOT USED 2 11 N17- SCALE NOT TO SCALE GROUND BUS BAR 1 • CLIENT: ve rizon1 PROJECT NAME: PROJECT LOCATION: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 verizonv IMPLEMENTATION TEMI/CLIENT: fLYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED HY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMNN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. VICINITY MAP PROJECT INFORMATION LIST OF DRAWINGS 0 0 0 Jr.Vu nf{i. i wdiY ,0 e 0 Nr.gtt: 1 � �p Vhlz n n.l e"b1 ae 0. 1 I-, AntIPTArn1.10 SITE Bm v v L • tt JURISDICTION: ZONING CLASS: PARCEL NUMBER: TRS: PARCEL SIZE: CITY OF TUKWILA RCM (REGIONAL COMMERCIAL MIXED USE) 115720-0140 SEC 23, WIN 23N, RNG 4E 0.55 ACRES LATITUDE (GPS): LONGITUDE (CPS): GROUND ELEVATION: STRUCTURE HEIGHT: HIGHEST APPURTENANCE: 4727'52.92'N 47.464700' 122' 16'02.93'W 122.267481' 60.0' AMSL 44.-4- (TOP OF PENTHOUSE) 43'-0" (TOP OF SCREEN WALL) SHEET DESCRIPTION •wnr SCOPE OF WORK VERIZON WIRELESS PROPOSES TO INSTALL A WIRELESS FACILITY WITH THE FOLLOWING SCOPE OF WORK: • REMOVE (1) EXISTING POWER METER (ABANDONED BY PREVIOUS CARRIER) • REMOVE (1) EXISTING AC POWER PANEL (ABANDONED BY PREVIOUS CARRIER) • ADD 1) POWER METER • ADD 1 MANUAL TRANSFER SWITCH (MIS) • ADD 1 GEN PLUG • ADD 1 18'-2'x20'-2' SCREEN WALL • ADD 2 EQUIPMENT CABINETS WITHIN SCREENED ENCLOSURE • ADD 2 SCREEN WALL MOUNTED CABINETS • ADD 4 PANEL ANTENNAS WITHIN SCREENED ENCLOSURE • ADD 2 PANEL ANTENNAS FLUSH MOUNTED TO EXISTING PENTHOUSE • ADD 3 PCS/AWS RRU'S RRUS8843 82/866 NEAR ANTENNAS • ADD 3 850/700 RRU'S RRUS4449 85/813 NEAR ANTENNAS • ADD 1 GPS ANTENNA • ADD 3 OUTDOOR 6-PORT RAYCAP SPLITTER/SURGE SUPPRESSORS AT ANTENNAS • ADD 3 RACK MOUNTED 6-PORT RAYCAP SPUTTER/SURGE SUPPRESSORS TO PROPOSED CABINET • ADD 3) 602 HYBRID CABLES T-1 COVER SHEET N-1 GENERAL NOTES SV-1 SITE SURVEY C-1 PROPOSED SITE PLAN A-1 EXISTING ROOF PLAN A-2 PROPOSED ROOF PLAN A-3 EXISTING AND PROPOSED ELEVATIONS A-4 CONSTRUCTION DETAILS A-5 CONSTRUCTION DETAILS RF-1 PROPOSED ANTENNA CONFIGURATION RF-2 PROPOSED IT DIAGRAM S1.0 GENERAL STRUCTURAL NOTES S1.1 GENERAL STRUCTURAL NOTES S2.0 PROPOSED ROOF PLAN S2.1 PLANS S3.0 ELEVATIONS S4.0 DETAILS S5.0 DETAILS E-1 PROPOSED UTILITY PLAN E-2 UTILITY NOTES AND DETAILS E-3 PROPOSED GROUNDING PLAN E-4 GROUNDING NOTES AND DETAILS E-5 GROUNDING DETAILS RECEIVED OCT 1 1 2018 TUKWILA PUBLIC WORKS REV DATE DESCRIPTION 4 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 5/17/18 ISSUED FOR REVIEW LEGAL DESCRIPTION CODE COMPLIANCE 0' BROOKVALE GARDEN TRS POR W OF LN 1099.58 FT E OF W LN OF SW 1/4 SEC 23-23-4 LESS ST HWYS PLAT BLOCK: PLAT LOT: 14 DRIVING DIRECTIONS CONTACTS (FROM BELLEVUE, WA) • HEADING WEST ON 1-90 W, USE THE RIGHT TWO LANES TO TAKE DOT 10 FOR INTERSTATE 405 S TOWARD RENTON. • KEEPING LEFT AT THE FORK, MERGE ONTO 1-405 S. • TAKE THE SOUTHCENTER BLVD EXIT. • KEEP LEFT AT THE FORK TO CONTINUE TOWARD SOUTHCENTER BLVD. • TURN LEFT ONTO SOUTHCENTER BLVD. • TURN LEFT ONTO 53RD AVE S. • SITE IS ON ROOFTOP OF BUILDING ON THE LEFT. PK PROPERTIES LLC 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 AP U ff SHIRLEY VANGEN VERIZON WIRELESS (VAW) LLC (d/b/a VERIZON WIRELESS) 3245 158TH AVE 5E, MS 231 BELLEVUE, WA 98009 PHONE: (425) 603-2824 P800E55 0NAL OF REGARD: BERT WHITE JULEI CAMPOS LYNX CONSULTING, INC LYNX CONSULTING, INC 17311 135TH AVE NE, SUITE A-100 17311 135TH AVE NE, SUITE A-100 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 PHONE: (253) 230-2335 PHONE: (208) 388-7611 bwhiteOlynxconsulting.org jcamposOlynxconsulting.org Makientig.-QQMO.: AILEEN ZAVALES LYNX CONSULTING, INC 17311 135TH AVE NE, SUITE A-100 WOODINVILLE, WA 98072 PHONE: (206) 972-1368 a zovalesOlynxcons ulti ng.org ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WAS1#NGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECFAM AL CODE (AMC) 2015 INTERNATIONAL FIRE CODE (AFC) 2017 NATIONAL ELECTRIC CODE (NFPA 70) ARSI/TIA-222-C (REVISION G) PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 APPROVALS TITLE SIGNATURE DATE REPRESENTATIVE RF ENGINEER SHEET TIDE: COVER SHEET PROJECT NUMBER: DATE: 5/16/18 PROPERTY OWNER i1 rr 2018 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: SHEET NO: Cr?rnrrlunity In 4 T-1 L_/ -Od 4/3 GENERAL NOTES CONCRETE NOTES CUENT: 1. THESE DOCUMENTS ARE FOR THE DESIGN OF AN UNMANNED TELECOMMUNICATIONS FACILITY. THE FACILITY SHALL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. THE FACIUTY WILL NOT BE OPEN TO THE PUBUC AND SHALL HAVE RESTRICTED ACCESS TO THE WIRELESS CARRIER'S PERSONNEL AND SERVICE EQUIPMENT. 2. THE WIRELESS CARRIER CERTIFIES THAT THIS TELECOMMUNICATIONS FACIUTY WILL BE SERVICED ONLY BY THE CARRIER'S EMPLOYEES AND THEIR SUB -CONTRACTORS, FOR INSPECTION AND REPAIR PURPOSES ONLY. 3. ON AVERAGE THE WIRELESS CARRIER'S EMPLOYEES OR SUB -CONTRACTORS (TYPICALLY ONE PERSON) WILL VISIT THE WIRELESS FACILITY TWO TIMES PER MONTH FOR A DURATION OF APPROXIMATELY ONE HOUR. 4. THIS FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO ADA ACCESS IS REQUIRED). 5. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 6. NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS FACILITY. 7. NO WASTE WATER WILL BE GENERATED FROM THIS FACIUTY. 8. NO SOLID WASTE WILL BE GENERATED FROM THIS FACILITY. 9. WORK SHALL COMPLY WITH ALL APPUCABLE STATE AND FEDERAL CODES. ORDINANCES AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES, ETC.. REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 10. WORK SHALL COMPLY WITH ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS. THE CONTRACTOR SHALL FOLLOW SPECIFICATIONS SHOWN IN THESE DOCUMENTS, ONLY WHEN THOSE SPECIFICATIONS ARE MORE STRINGENT THAN THE MANUFACTURER'S. 11. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR AU. LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS OTHERWISE NOTED. 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED AS A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION. HOWEVER, THIS SHALL NOT REUEVE THE CONTRACTOR, SUB -CONTRACTOR. AND/OR SUPPUER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE. ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (LE. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (LE. STRUCTURAL ELEMENTS). REDUCED SPACING. AND/OR INCREASED LENGTH (I.E. BOLT/ BAR LENGTHS). THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT TO SERVE AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 13. SEE THE STRUCTURAL ANALYSIS BY OTHERS UNDER SEPARATE COVER FOR APPLICABLE CODE REFERENCES AND PROPOSED DESIGN LOADS. 14. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (STAMPED AND SIGNED) PROVIDED BY OTHERS UNDER SEPARATE COVER. 15. THE CONTRACTOR, PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT, AND/OR COAX CABLES. SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN THE CERTIFIED STRUCTURAL ANALYSIS. 16. THESE DESIGN DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ENGINEER AND THE CONTRACTOR. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE AND ANY SURROUNDING AREA TO BETTER THAN EXISTING CONDM ON. 18. THE CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COUAPSE. ETC., ACCORDING TO APPUCABLE CODES, STANDARDS AND BEST CONSTRUCTION PRACTICES. 19. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL SITE CONDITIONS AND INSTALLATIONS. 20. WHERE NEW PAVING, CONCRETE SIDEWALKS, OR PATHS MEET EXISTING CONSTRUCTION. THE CONTRACTOR SHALL MATCH THE EXISTING SLOPE AND ELEVATION AS TO MAINTAIN A SMOOTH TRANSITION. 21. ALL ITEMS NOT LISTED AS 'EXISTING' OR 'PROVIDED BY OTHERS' ARE TO BE SUPPUED AND INSTALLED BY THE CONTRACTOR. 22. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. 23. WHERE EXISTING MATERIALS ARE RE -USED. THE CONTRACTOR SHALL ENSURE THAT ALL OF THE EXISTING MATERIALS ARE FREE FROM DEFECTS OR HAVE BEEN REPAIRED TO LIKE NEW CONDITION. 24. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN ONE YEAR AFTER FINAL ACCEPTANCE OF THE ENTIRE PROJECT OR A PREDETERMINED PERIOD OF TIME (AS NEGOTIATED WITH THE PROPERTY OWNER AND WIRELESS CARRIER). WHICHEVER IS GREATER. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONDITION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES. THE PROPERTY OWNER SHALL BE SOLE AND FINAL JUDGE AS TO THE QUAUTY OF THE REPAIRED CONSTRUCTION. ANY REPAIRS OR MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE EXPENSE OF THE CONTRACTOR. 26. THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. LYNX CONSULTING INC. CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS AS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. THE CONTRACTOR AND SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. THE CONTRACTOR AND SUB -CONTRACTORS SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 27. 28. 29. THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES, VERIFY LOCATIONS AND MARK ALL BURIED UTIUTIES PRIOR TO PERFORMING ANY EXCAVATIONS OR GRADING ACTIVITIES. DO NOT SCALE THESE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTERUNE OF ELEMENTS. UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS SHALL BE VERIFIED AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. LYNX CONSULTING INC. HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIALS. INCLUDING. BUT NO UMFTED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. LYNX CONSULTING INC. DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE PROPERTY OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE PROPERTY OWNER IN WRITING. 30. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS, DIMENSIONS. AND UTIUTIES ON SITE PRIOR TO THE COMMENCEMENT OF WORK. ALL DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE EXISTING ONSITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. NO CLAIM FOR ADDITIONAL COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT. WILL BE ACCEPTED OR PAID. 31. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL. MECHANICAL, ELECTRICAL. PLUMBING, CIVIL. OR ARCHITECTURAL WORK. 32. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS AND THAT ALL REQUIRED CLEARANCES FOR THE INSTALLATION AND MAINTENANCE ARE MET. IN THE CASE OF ANY CONFLICTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE ENGINEER HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE FACIUTY WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 33. IF THE CONTRACTOR OR SUB -CONTRACTORS FIND IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBIUTY TO PROVIDE THE ENGINEER WITH COPIES OF THE PROPOSED CHANGES FOR THEIR APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION, THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING EXECUTION OF THE WORK. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED. CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE IBC 2015. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTH (f,) SLAB ON GRADE 3,000 PSI TOPPING SLABS CONCRETE PIERS ALL STRUCTURAL CONCRETE 4,000 PSI W/C RATIO < 0.45 • 0.45 CONCRETE WALLS 4.000 P51 < 0.45 CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. MINIMUM CEMENT CONTENT PER CUBIC YARD 5 1/2 SACKS 6 1/2 SACKS 6 1/2 SACKS 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINMENT AGENT CONFORMING TO ASTM C260, C494, C989, AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE IBC 2015. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, f-60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS SHALL BE GRADE 40. fy 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. RONFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615. GRADE 60. fy-60.000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DO DETAILED OR APPROVED BY THE ENGINEER. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED 3" SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH OR WEATHER UI 6 BARS OR LARGER) 2" 5 BARS OR SMALLER) 1-1/2' SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 3/4' 13. NON -SHRINKING GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBUSHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILT BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER. verizonv IMPLEMENTATION TEAM/CLIENT: (LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MOOIFICATKINS TO WORN SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. NC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. REV DATE DESCRIPTION SPECIAL INSPECTIONS STRUCTURAL STEEL NOTES LEGEND 4 9/07/18 ISSUED FOR SUBMITTAL RECOMMENDED TESTING AGENCY: PHONE: (A WABO-CERTIFIED SPECIAL INSPECTION AGENCY IS REQUIRED) THE OWNER, OR THE OWNER'S AGENT, IS REQUIRED TO HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. THE INDEPENDENT AGENCY HIRED TO PERFORM THE DUTIES OF SPECIAL INSPECTION IS REQUIRED TO BE A REGISTERED AGENCY WITH WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO), UNDER THE SPECIAL INSPECTION REGISTRATION PROGRAM (SIRP) STANDARD NO. 1701 OR MOST CURRENT ADOPTED SPECIAL INSPECTION STANDARD PUBLISHED BY WABO. SPECIAL INSPECTOR MUST BE CONTACTED IN ADVANCE OF ANY WORK NOTED BELOW. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S DESIGNEE TO NOTIFY THE SPECIAL INSPECTION AGENCY AND SCHEDULE A BUILDING INSPECTION IN A TIMELY MANNER. COPIES OF ALL INSPECTION REPORTS MUST BE POSTED ON SITE AND SUMMARY LETTERS SUBMITTED TO THE BUILDING INSPECTION SUPERVISOR. UNRESOLVED NON-CONFORMANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MUNICIPALITY'S INSPECTOR. REQUIRED SPECIAL INSPECTIONS 2015 INTERNATIONAL BUILDING CODE; SECTIONS 1701, 1704, do 1705 ❑ STRUCTURAL STEEL (1705.2; AISC 360) ❑ ❑ STEEL - OTHER THAN STRUCTURAL STEEL (1705.2.2) 0 ❑ STRUCTURAL CONCRETE (1705.3) ❑ ❑ REINF. STEEL/PRESTRESSING TENDONS (1705.3) 0 ❑ SHOTCRETE (1705.3; 1910) ❑ ❑ STRUCTURAL MASONRY (1075.4) 0 TARS 402/ACI 530/ASCE 5; TARS 602/ACI 530.1/ASCE 6 ❑ HIGH LOAD DIAPHRAGMS (WOOD 1705.5.1) ❑ GRADING, EXCAVATION, AND FILUNG (SOILS 1705.6) ❑ DRIVEN DEEP FOUNDATIONS (1705.7) ❑ CAST -IN -PLACE DEEP FOUNDATIONS (1705.8) ❑ INSTALLATION OF PRECAST ELEMENTS (1705.3) ❑ OTHER 0 0 0 0 0 SPRAYED FIRE -REST MATERIALS (1705.3) INTUMESCENT FIRE -RESIST CTGS (1705.14) EIFS (1705.15) POST -INSTALLED ANCHORS (1705.3; AISC 315: D.9.2) SMOKE CONTROL (1705.17) STRUCTURAL STEEL (SFRS 1705.11.1: AISC 314) STRUCTURAL WOOD (SIRS 1705.11.2) COLD FORMED STEEL FRAMING (SFRS 1705.11.2) ACCESS FLOORS (SFRS 1705.11.5.1) STORAGE RACKS (SFRS 1705.11.7) ARCHITECTURAL COMPONENTS (SFRS 1705.11.5) MECH. AND ELEC. COMPONENTS (SFRS 1705.11.6) SEISMIC ISOLATION SYSTEMS (SFRS 1705.11.8) 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING. HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS. AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON A.I.S.I 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2015 CHAPTER 22. BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER WIDE FLANGE SHAPE S OTHER SHAPES, PLATES AND PIPE COLUMNS STRUCTURAL TUBING ANCHOR BOLTS CONNECTION BOLTS RODS ASTM A992, fy 50 KSI ASTM A36, f 38 KSI ASTM A53, fy 35 KSI ASTM A500, fy 48 KSI ASTM A307 ASTM A325 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUAUFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIAMETER) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIAMETER ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILUNG AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. SHEET NUMBER DETAIL NUMBER LARGE SCALE DETAIL i Es: 8 r `wf JCT. t? 2018 Community SHEET NUMBER DETAIL NUMBER SECTION DETAIL CaII Before You Dig 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: GENERAL NOTES PROJECT MJMBER: DATE. 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 4 SHEET NO N-1 • SURVEY DATE 06/14/2017 BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON U.S. STATE PLANE NAD83 COORDINATE SYSTEM WASHINGTON STATE PLANE COORDINATE ZONE NORTH. DETERMINED BY CPS OBSERVATIONS. GRID -TO -GROUND SCALE FACTOR NOTE ALL BEARINGS AND DISTANCES ARE BASED ON THE WASHINGTON NORTH STATE PLANE COORDINATE ZONE GRID. TO DERIVE GROUND DISTANCES DIVIDE BY 0.99999651 BENCHMARK PROJECT ELEVATIONS ESTABLISHED FROM GPS DERIVED OR THOME TRIC HEIGHTS BY APPLICATION OF NGS 'GEOID 128' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY REAL TIME KINETIC (RTK) CPS DATA PROCESSED ON THE WASHINGTON STATE REFERENCE NETWORK (WSRN). ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NAVD88 DATUM. FLOOD ZONE THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE "X". ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, MAP ID #53033C0959F, DATED 05/16/1995. POSITION OF GEODETIC COORDINATES - BLDG. CENTER LATITUDE 47' 27' 52.8" (47.464667) NORTH (NAD83) LONGITUDE 122' 16' 03.3" (122.267583)WEST(NAD83) GROUND ELEVATION O 52.4' (NAVD88) POSITION OF GEODETIC COORDINATES - ANTENNA #1 LATITUDE 47' 27' 53.2" (47.464778) NORTH (NAD83) LONGITUDE 122' 16' 03.0" (122.267500)WEST (NAD83) GROUND ELEVATION ® 52.4' (NAVD88) POSITION OF GEODETIC COORDINATES - ANTENNA 12 LATITUDE 47' 27' 53.0" (47.464722) NORTH (NAD83) LONGITUDE 122' 16' 02.8" (122.267444)WEST(NAD83) GROUND ELEVATION 0 52.4' (NAVD88) UTILITY NOTES SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS ARE DEFINITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. SURVEYOR'S NOTES SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. LESSOR'S LEGAL DESCRIPTION THE LAND IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 14, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON. LYING EAST OF 53RD AVENUE SOUTH AND SOUTHERLY OF THE SOUTHERLY MARGIN OF RENTON-THREE TREE POINT ROAD. AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 5494866. AND NORTHWESTERLY OF THE NORTHWESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1. AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 5494866. ACCESS NOTE RESERVING NONEXCLUSIVE RIGHT OF USE ACROSS LESSOR'S PROPERTY FOR NECESSARY APPURTENANCES TO CONSTRUCT. OPERATE, AND MAINTAIN A COMMUNICATION FACILITY FOR ITEMS SUCH AS, BUT NOT LIMITED TO INGRESS, EGRESS, PARKING, VEHICULAR MANEUVERING. EQUIPMENT, AND UTILITIES. SCHEDULE "B" NOTE REFERENCE IS MADE TO THE TITLE REPORT ORDER 11492082, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED APRIL 18, 2017. ALL EASEMENTS CONTAINED WITHIN SAID TITLE REPORT AFFECTING THE IMMEDIATE AREA SURROUNDING THE LEASE HAVE BEEN PLOTTED. ITEMIZED NOTES: 1. GENERAL TAXES FOR 2017 - NOT A SURVEY MATTER, NOTHING TO SHOW 2. MEMORANDUM OF LEASE RECORDED FEBRUARY 8, 2002 AS INSTRUMENT NO. 20020208000737 - GRAPHICALLY DEPICTED ONLY, EQUIPMENT SHOWN AS LOCATED BY SURVEY. 3. DEED OF TRUST RECORDED SEPTEMBER 1, 2015 AS INSTRUMENT NO. 20150901000921 - REFERS TO THE PARENT PARCEL BOUNDARY WHICH IS UNABLE TO BE DELINEATED BY THE INFORMATION PROVIDED WITH THIS SURVEY 4. ASSIGNMENT OF LEASES & RENTS RECORDED SEPTEMBER 1, 2015 AS INSTRUMENT NO. 20150901000922 - NOT A SURVEY MATTER. NOTHING TO SHOW 5. UNRECORDED LEASEHOLDS, IF ANY - NONE KNOWN, NOTING TO SHOW 6. ANY CLAIM OF LIEN UNDER THE PERISHABLE AGRICULTURAL COMMODITIES ACT, 1930 OR THE PACKERS AND STOCKYARDS ACT - NONE KNOWN, NOTHING TO SHOW 7. MATTERS DISCLOSED BY SHORT PLAT OR PLAT OF BROOKVALE GARDENS RECORDED IN VOLUME 10 OF PLATS, PAGE 47 - REFERS TO THE PARENT PARCEL BOUNDARY WHICH IS UNABLE TO BE DELINEATED BY THE INFORMATION PROVIDED WITH THIS SURVEY 8 RELINQUISHMENT OF RIGHTS TO AND FROM THE STATE HIGHWAY BY INSTRUMENT 5494866 RECORDED OCTOBER 18, 1962 - NO ACCESS SHOWN, COMPLIANT BY DEFAULT. SCHEDULE "B" SUMMARY THE SURVEYORS OPINION IS THAT NO SCHEDULE "B" ITEMS PROVIDED BY SAID REPORT AFFECT THE PROPOSED WIRELESS FACILITY PREMISES SHOWN HEREON. q(:‘_AAPP CATCH r BUILDING OVERHANG / CANOPY tFNLE UTILITY PULLBOX DRAIN - CANOPY I ANTENNA (J1-, UTILITY PULLBOX 1- - 824 I 87 BLDG SURVEY DETAIL '. AP BASIN z /LOWER ROOF SECTION UTILITY PULLBOX SCALE: 1" = 5' ANTENNA #2 �0 UTILITY PULLBOX BLDG GROUND LIGHTS SB.4 WALL `NG 58.1 NC 6' (JN-IAIN-LINK FENCE L I i I�BUILDING OVERHANG PINE II POSSIBLE PROPERTY LINE BASED ON THE EAST DOUBLE NOTED WEST OUARTER CORNER • L BCFL LOP 1 ' CABLEH-FRAME TRAY0 L 0 I" 11 U T1L. EQUIP 89.5,1 -BUILDING CENTER II FS 1I� O j( BUILDING A MOUNTED O y �� a T NTENNAS X TP :- TP jBB4B4LL9LDGG FesoD0� 0 R]a -+m FMUEFT B �S R DRAIN SEE SURVEY DETAIL DUMPSTER (THIS SHEET) ENCLOSURE TN r rCANOPYI 92* 4 1 v ` 1 FS UTILITY, 1 PULLBOX I 2 ANTENNAS I� W/EOUIP. ON SLED 1 BUILDING MOUNTED ANTENNAS PARENT PARCELPINE FEP APN: 1157200140 ELECTRIC MANHOLE LEGEND AP ASPHALT BLDG TOP OF BUILDING CLF CHAIN LINK FENCE CMU CONCRETE MASONRY UNIT CONC EDGE OF CONCRETE D/W ACCESS DRIVEWAY FC FACE OF CURB LP LIGHT POLE NC NATURAL GRADE R/W RIGHT OF WAY SW SIDEWALK TP TOP OF PARAPET WALL TOP OF WALL AS NOTED ED AIR CONDITIONING UNIT UTILITY MANHOLES om= UTILITY METER FIRE HYDRANT POWER POLE LIGHT POLE IE ELECTRICAL TRANSFORMER err UTILITY PEDESTAL UTILITY VAULT POSITION OF GEODETIC COORDINATES SPOT ELEVATION BUSH / SHRUB ® TREES PINE TREES CMU WALLS 0 0 o CHAIN LINK FENCE o 0 o WOOD FENCE CURBLINES CONCRETE LIMITS -- - EXISTING BUILDINGS PARKING STRIPES - W W WATER LINES STREET CENTERLINES - - SUBJECT PROPERTY LINE - - - ADJACENT PROPERTY LINE - EASEMENT LINES - TIE LINES LEASE AREA LIMITS - - MAJOR CONTOUR INTERVAL MINOR CONTOUR INTERVAL TREE TREE TREE SOUTHCENTER BOULEVARD Z UTI_ITV! uu VAULTI Fig POSSIBLE PROPERTY LINE BASED ON THE WEST DOUBLE NOTED WEST QUARTER CORNER TREE UNDERPASS ROOFTOP ACCESS LADDER CONDUIT BANK 5-4" 2 - 3" CONC. PAD AND 6' WOOD FENCE POSSIBLE PROPERTY LINE BASED ON THE EAST DOUBLE NOTED WEST QUARTER CORNER POSSIBLE PROPERTY LINE BASED ON THE WEST DOUBLE NOTED WEST QUARTER CORNER GRAPHIC SCALE ( IN FEET ) 1 inch = 20 1L verizon✓ 3245 158th BELLEVUE, PH: (425) AVE S.E. WA 98008 562-2542 =PLANS PREPARED BY: ULYNX CONSULTING CONNECT TO THE FUTURE 17311 135th Avenue NE, Sults A-100 Woodinville, WA 98072 TEL: 425.877.1871 FAX: 425.384.3277 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. =CONSULTANT: RO �jPH.(253)572-9101 ambit consulting 45SAINT HELENS AVE. SUITE 3A ACOMA WASHINGTON 9M03 www.ambttconsulHn3.us =REV.: -DATE: DESCRIPTION: ': 0 06/29/17 PRELIMINARY RC 1 07/03/17 TITLE REVIEW RC RECEIVED 2018 0CT 03 Community Devclopmcnt =PROJECT INFORMATION: SEA - HUBBELL 5301 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 KING COUNTY SHEET TITLE• SITE SURVEY PROJECT NUMBER: XXXXX WE: 06/29/17 DRAFTER: RC PROFESSIONAL OF RECORD S.R. REVISION NO.: 0 SHEET NO.: SV-1 CUENT: EXISTING ADJACENT PROPERTY LINE TYP EXISTING TREE TYFMN. • EXISTING CURB TYP • • EXISTING SIDEWALK TYP 53RD AVE S SOUTHCENTER BLVD EXISTING SIGN EXISTING EDGE OF VEGETATION TYP EXISTING PROPERTY LINE EXISTING .ASPHALT PARKING LOT EXISTING STORM DRAIN TYP EXISTING HVAC UNIT TYP EXISTING CHAIN LINK FENCE EXISTING WOOD FENCE (ABANDONED WIRELESS COMPOUND) • EXISTING EDGE OF ASPHALT TYP RECEIVED OCT 03 2018 Community Development verizon1 IMPLEMENTATION TEAM/cuENT: LtLYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRDIEN APPROVAL. AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE OESCRIP110N 4 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED SITE PLAN PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: SHEET NO: C-1 22•44• SCALE: 1•. 20'-0• --� 11 •X1 r SCALE: 1 •- 40'-0• 20 10 0 20' PROPOSED SITE PLAN 1 -tt-OdY3 CLIENT: EXISTING CURB TYP EXISTING ASPHALT PARKING LOT EXISTING SIDEWALK TYP Try r EXISTING LOWER ROOF OVERHANG EXISTING WOOD 6'-0" FENCE 0 1. EXISTING SPRINT PANEL FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) -EXISTING ROOF ACCESS DOOR EXISTING STAIRWELL PENTHOUSE EXISTING SPR NT H-FRAME MOUNTED EQUIPMENT CABINET (TYP OF 2) EXISTING SPRINT CABLE TRAY EXISTING VENT TYP EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) EXISTING SPRINT PLATFORM MOUNTED EQUIPMENT CABINET (TYP OF 2) Illill fEXISTING SPRINT 1 0.- 1 0"x20' - 0" STEEL EQUIPMENT PLATFORM `EXISTING SPRINT PLATFORM STAIRS 0 EXISTING SPRINT BALLAST SLED ANTENNA MOUNT `EXISTING ROOF / DRAIN TYP EXISTING CONDUIT - STUB -UP 7YPr I EXISTING ABANDONED AC PANEL TO BE REMOVED EXISTING HVAC- PLUMBING LINE EXISTING STEPS EXISTING_ HVAC UNIT EXISTING PARAPET MOUNTED JUNCTION BOX TYP EXISTING RETAINING WALL G0 EXISTING ABANDONED POWER METER TO BE REM NED EXISTING WALL MOUNTED LADDER EXISTING BUILDING EXISTING CHAIN LINK FENCE EXISTING RETAINING WALL 22'x34' SCALE 1/4'. 11'x17' SCALE: 1/8'- 1'-0' 4 2 0 4' ( J , , , /EXISTING LOWER ROOF OVERHANG 1 EXISTING LOWER ROOF OVERHANG RECEIVED OCT 03 2018 Community EXISTING ROOF PLAN ve rizon1 IMPLEMENTATION TEAM/CLIENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS 10 WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REUNION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULING. INC. NEITHER LYNX CONSULTING. NC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIP110N 4 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA. WA 98188 SHEET TILE: EXISTING ROOF PLAN PROJECT NUMBER: DATE: 5/18/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW 1 REVISION NO: 4 SHEET NO: A-1 Lir-00 y,3 CLIENT: SCREENED ANTENNA MOUNT NOTE: PROPOSED SCREEN WALL EXTERIOR SWILL HAVE A BRICK TEXTURE AND SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE EXISTING CURB TYP EXISTING f ASPHALT PARKING LOT EXISTING SIDEWALK TYP EXISTING LOWER ROOF OVERHANGG EXISTING WOOD 6'-0" FENCE r 0 L PROPOSED VERIZON WNEI..ESS PANEL ANTENNA MOUNTED TO MONO 2P)ENIHOUSE WALL EXISTING ROOF DRAIN TYP EXISTING PARAPET f-MOUNTED JUNCTION BOX TYP PROPOSED VERIZON WLL OUNTED MANUAL iA LISMeR SERUM (1113) EXISTING CONDUIT STUB -UP TYP 11 EXISTING SPR NT H-FRAME MOUNTED EQUIPMENT CABINET (TYP OF 2) EXISTING SPRINT CABLE TRAY EXISTING VENT TYP EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) EXISTING SPRINT PLATFORM MOUNTED EQUIPMENT CABINET (TYP OF 2) rill] EXISTING SPRINT 10-10"x20'-0" STEEL EQUIPMENT PLATFORM PROPOSED VERIZON WIRELESS MU MOUNTED TO EXISTING PARAPET (TYP OF 2) PROPOSED VERIZ011V REIEESS 85UPPRESSOR MOUNTED TO E RAYCAP EXISTING PARAPET EXISTING SPRINT PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) �l EXISTING ROOF ACCESS DOOR EXISTING STAIRWELL PENTHOUSE PROPOSED VERIZON WIRELESS WALL MOUNTED POWER METER PROPOSEDVARELMS STEEL PLATFORM STARS EXISTING SPRINT PLATFORM STAIRS PROPOSED VERIZON WIRELESS PVC SLEEPER MOUNTED COAX CABLE TRAY WITH (1) 6x12 HYBRID CABLE PROPOSED VERIZON• WIRELESS WALL MOUNDED AC PANE. PROPOSED VEISZON YARD WALL MOUNTED E7UPMER CABINET (TYP OF 2) n C C 3 ] 3 EXISTING SPRINT BALLAST SLED ANTENNA MOUNT 0 PROPOSED VERIZON WIRELESS GPS A TENM MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT PROPOSED VEAIZON YYIRQESS d-•r ,PROPOSED r 18'-2'x20'-2' SCREENED 'I ANTENNA MOUNT/EOUIPWENT +•{ "1,YOLMIED EWP1E1ITIj�� •I I •i,� WIREUM6 PLATFORM PLATFORM - GIBBiET (TYP GF 2) '� I. I �al.l. 1t r r I "} EXISTING HVACTln`'i1 ll �Iw 4 li II{ rrµ:l PLUMBING LINE PROPOSED amiss' i 11 4h RRU MOUNTED TO PROPOSED 'r. SCREENED ANTENNA MOUNT i I}I { EXISTING HVAC UNIT EXISTING STEPS PROPOSED VERIZON PANEL ANIMA MOUNTED TO •.. PROPOSED SCREENED ANTENNAMOUNT (TYP OF 4) ... fr t I ;........ PROPOSED VEPoZON WiIELESS B-PaR MOUNTED S SCREENED E590R MOUNTED In �� SCREEm I I ANTENNA MOUNT (TYP OF 2) II 1 4..11iL1 • EXISTING RETAINING WALL PROPOSED VERIZON WALL MOUNTED GEN PUJO I IJ 5#M0UNTED EXISTING WALL LADDER - EXISTING BUILDING PROPOSE) VERIZON WIRELESS 20 -2 SCREENED ANTENNA MOUNT EXISTING RETAINING WALL /EXISTING LOWER ROOF OVERHANG 1 1- EXISTINGLOWER ROOF OVERHANG i 4 Y t� OCT 03 2018 Community Development verizon1 IMPLEMENTATION TEAM/CLIENT: LLYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AU. DRAWINGS AND AO8SE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS ORATORS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERLY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 4 9/07/18 ISSUED FOR SUBMITTAL 3 B/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 1 5/17/18 ISSUED FOR REVTEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TIRE: PROPOSED ROOF PLAN PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 4 SHEET NO: A-2 22'x34' SCALE 1/4"m 11'x17' SCALE 1/8%. 1'-0' 4 2 0 4' PROPOSED ROOF PLAN 1 L It-ddY3 TOP OF PROPOSED VERIZON wW43U'-0' S SCREDIED ANTENNA MOUNT /L;L EXISTING STAIRWELL PENTHOUSE TOP OF EXISTING PENTHOUSE* 44'-4" AGL EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) CLIENT: TOP OF PROPOSED VERIZON AMR Meatifl MI1VNNA� 42 —8 NOTES: 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (SIGNED AND SEALED), PROVIDED BY OTHERS UNDER SEPARATE COVER. PRIOR TO THE INSTALLATION OF ALL EQUIPMENT AND CABLES, THE CONTRACTOR SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS REQUIRED BY THE CERTIFIED STRUCTURAL REPORT. 2. THE CONTRACTOR SHALL INSPECT THE BUILDING MAKE THE ENGINEER OF RECORD AWARE OF ANY DEFECTS OR DISCREPANCIES FROM THE APPROVED PLANS. 3. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE MANUFACTURER'S SPECIFICATIONS. 4. ALL PROPOSED VERIZON WIRELESS EXPOSED ANTENNAS, RADIOS, ANCILLARY EQUIPMENT, CABLES AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE. EXISTING CHAIN LINK FENCE SCREENED ANTENNA MOUNT NOTE: PROPOSED SCREEN WALL EXTERIOR SHALL HAVE A BRICK TEXTURE AND SHALL BE PAINTED TO LATCH THE EXISTING BUILDING FACADE PROPOSED VERIZON WIRELESS 18'-2'x20'-2' SCREENED ANTENNA MOUNT/EOUIPMENT PLATFORM EXISTING MOUNTED LADDER ( LJ LJ PROPOSED VERIZON WIRELESS PANEL ANTENNA MOUNTED TO EXISTING PENTHOUSE WALL (TYP OF 2) IL WV EXISTING SPRINT 10'-10"x20'-0' STEEL EQUIPMENT PLATFORM BUILDING TOP OF PROPOSED VERIZON 3PWFl WW1 94 9 —8 ACL TOP OF EXISTING BUILDING PARAPET* 32'-5 AGL TOP OF EXISTING ROOF DECK 29.-0" AGL FINISH GRADE • 0'-0" AGL (60.-0" AMSL) ve rizon" IMPLEMENTATION TEAM/CLIENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 22 x34' SCALE 3/16'. 1'-0" 11'x17' SCALE: 3/32'm. 1'-0' 4 2 0 4 PROPOSED ELEVATION 1 EXISTING WALL- ' MOUNTED LADDER EXISTING CHAIN LINK FENCE EXISTING — STAIRWELL PENTHOUSE EXISTING SPRINT PANEL — ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) TOP OF EXISTING PENTHOUSE 44.-4" AGL rz-%%%EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) EXISTING SPRINT 10.-10"x20.-0" STEEL EQUIPMENT PLATFORM EXISTING BUILDING TOP OF EXISTING BUILDING PARAPET* 32'-5" AGL TOP OF EXISTING ROOF DECK 29 -0" AGL FINISH GRADE 0'-0" AGL (60.-0" AMSL) 4 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: EXISTING AND PROPOSED ELEVATIONS PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION N0: SHEET NO: 22'x34' SCALE: 3/18'- 11'x17' SCALE 3/32'= 1'-0" 4 2 0 4 EXISTING ELEVATION 1 4 A-3 TALLPART EQUAL)(HOLDS COAX 1 —5/8"0 11 STEEL ROOFTOPSP1542D CABLE COAX GAUGE GALVANIZED COVER ►' COAXOR 12 RUNS OR 8 RUNS CABLE) KIT (SITAPPROVEPROED OF 7/8"0 OF i� r 01111111111.1116 C■ 4x4 PVC SLEEPER NOTE: FITS PIPE DIAMETERS FROM 1-1/2" TO 3-1/2". 4. 1.90"0x2'-0" MOUNTING GPS PIPE 41110 CLENT: ve rizonv IMPLEMENTATION L( TEAM/CLIENT: LY NX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE Of ANY OR DRAWIN OMISSIONS. NO VARIATIONS CONSULTANTS OP MODIFICATIONS ERRORS WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECOICATIONS REMAW THE PROPERTY OF LYNX CONSULTMIG, INC. NEITHERME CONSULTMIG, INC. NOR THE BE FRONO0M C�1 REVIEW OF PROJECT. UNIVERSAL GPS MOUNT (SITEPRO PART GPSP OR APPROVED EQUAL) r � 4111 `� ► �`,` ��ICE—BRIDGE � //!/r� �� ` (�i/ I/�rARCHITECTMS lV�� `-� F• LEG �sif'r illt 0 -� FAI AM .4 51134 w4' O• 'rFGI STEW `N- SSIONAL ECG REV DATE DESCRIPTION �'" ' s "°T'° SCALE NOT USED 11'x17' SCALE: NOT TO SCALE 6 22-xtr S°MECALE: NOT4o S°CAICALE COAX CABLE TRAY 5 11"xx17' s u NNOT TTO SCALE GPS MOUNT 4 - - - NOTES: 1. CONTRACTOR SHALL REPAIR EXISTING HOLES USING APPROPRIATE CAULKING AND SEAL 2 CONTRACTOR SHALL MAINTAIN APPROPRIATE BETWEEN PROPOSED RRU AND EXISTING PROVIDE ADEQUATE CLEARANCE FOR COAX CABLE BEND RADIUS. RRU (MAY EXTEND ABOVE PARAPET DEPENDING ON PARAPET HEIGHT AT EACH LOCATION) WITH CLEARANCE ROOF AND IN PARAPET MASTIC. DECK TO HYBRID MINIMUM 2-3/8"0 SCHEDULE 40 GALVANIZED MOUNTING PIPE SHEET METAL PARAPET CAP NOTES: 1. ANTENNAS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL CONFIRM THAT EXISTING MOUNTING PIPE SIZES CONFORM TO THE PROPOSED ANTENNAS MOUNTING REQUIREMENTS. 3. CONTRACTOR SHALL RE —TORQUE ALL EXISTING MOUNTING HARDWARE AND REPLACE ALL DAMAGED MOUNTS. MINIMUM 2-3/8"0 SCHEDULE 40 GALVANIZED MOUNTING PIPE DOWNTILT MOUNTING KIT (PER ANTENNA MANUFACTURER) NOTE MOUNT SHALL BE INSTALLED MANUFACTURER'S SPECIFICATIONS. q -.a. -.a. HOLLOW WALL MOUNT (SITEPRO PART # APPROVED EQUAL) L3x3x1/4 BACKING FACE OF CMU WALL EACH BRACKET) PER '' _/'•� r'�0,1 \ ON. O '��w KIT SWK58 OR (PROVIDE AT INSIDE FOR S 111///��y►► • SLIDER BRACKET WALL MOUNT PART # SBWM OR APPROVED EQUAL) O APPR(SITEOROVED MINIMUM 2-3/8"0 SCHEDULE 40 GALVANIZED MOUNTING PIPE (96" LONG)SHEET O p¢�+ u C E I V c. !i1Q 1Q�� `,1 lj 6o �) Il) 'OCT Com mUrlty `1'VE'r'_.)m r 4 - - - — — — — — — 4 9/07/18 ISSUED FOR SUBMITTAL PANEL ANTENNA 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR ..1 1 5/17/18 ISSUED FOR RENEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD T WA 98188 ° SOLID GROUTED : SOLID WALL 0 —•.° ' HOT DIP GALVANIZED UNISTRUT 2. >76_6 LONG) (8—LINE PART # 822 SH-120 HDG OR APPROVED EQUAL) WITH MINIMUMM3-3/4" CONCRETEWEDGE ANCHOR WITH ; CONSTRUCTION DETAILS ♦I EMBEDMENT (3" FROM EACH EDGE AND MAX 24" ON CENTER) i, _ HOT DIP GALVANIZED PIPE CLAMP1LINE PART : HD 82013 HDG OR APPROVED EQUAL) (TYP OF 2 PER PIPE) CONTRACTOR SHALL APPLY MASTIC AROUND ALL PARAPET PENETRATIONS AND BOLT HEADS (HENRY FLASHMASTER OR APPROVED EQUAL) ' PROJECT NUMBER: _ DAIS: 5/16/18 DRAFTER: BEW OF RECORD BEW — : :�� REVISION NO: SHEET No: A — 4 22'x34' SCALE: NOT TO SCALE 1IN17- SCALE: NOT TO SCALE ANCILLARY EQUIPMENT MOUNT 3 22 x34SCALETO SCALE i1:07•' SeAir•: NDTNOT TO CM'r ANTENNA MOUNTING 2 22 x34SGILENOT TID ,1'•x17•' QP.Ir•: NOT TO ScSuECALE ANTENNA MOUNT (GAMMA) 1 11.30" 9.40" CUENT: verizon1 RRUS4449 85/813 SPECIFICATIONS RRUS8843 B2/866 SPECIFICATIONS MANUFACTURER: ERICSSON MANUFACTURER: ERICSSON HEIGHT HEIGH — WIDTH: 4 DEPTH: 900" WEIGHT: 70 LBS I.0 WIDTH: 320" DEPTH: 11.30" WEIGHT: 75 LBS 0 n _ _ RRUS8843 B2/666 0 n — — RRUS4449 B5/813 IMPLEMENTATION L(LYNX TEAM/CLIENT: PLAN VIEW 13.20" PLAN VIEW 13.20" DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVRE CONSULTANTS OF ANY ERRORS OR ro WORK NO VARIATIONS OR MODIFICATIONS PRIOR SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL SUPERSEDED BBY THES OF DDRRAAWINNGGS µD SPECIFIRE MAN THEPROPERTY OFLYNX ARSUIINO. INC.RUMENLYNXCONSULTING. INC. NOR TIE 11.30" y `RRUS8843 B2/866 9.40" }' RRUS4449 B5/813OMISS/ONS. I j —1 , �— �- , ARCHITECT FTBE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 9 RRUS4449 ��135/B13 99 g \ RRUS8843 tzi g �_62/866 \ T �,, LA L* sit .fly Ctel O y^tA MIN 11 51134 w4' O'44 4-GISTES- ‘ ss•ONAL ��G \ FRONT VIEW \ SIDE VIEW FRONT VIEW SIDE VIEW REV DATE DESCRIPTION 11 x11 s NNOTOT 1TO0 SCALE NOT USED „•:, r SCALE NOT TO SCALE 6 11 r S � To � RRUS8843 B2/B66 5 11'x17= S� NMOT Two SCALE RRUS4449 65/B 13 4 - - - RCMDC-2260-RM-48 SPECIFICATIONS RCMDC-3315-PF-48 SPECIFICATIONS MANUFACTURER: RAYCAP HEIGHT: 5.23" WIDTH: 19.00" MANUFACTURER: RAYCAP HEIGHT: 19.18" WIDTH: 15.73" DEPTH: 10.25" WEIGHT: 26.9 LBS - - - - - - ,.. DEPTH: 13.64" ITI®®I1:19® 111A=�1122110® WEIGHT: 15.25 LBS 4 9/07/18 ISSUED FOR SUBMfTTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR o jy��m� p��q_L gp� ®y rt REd��11VED_J 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 1573" OCT0 (: 2018 Community TOP VIEW PLAN NEW r .e,v' ` LI'' 'T 19.00" 1 3.64" n 11 III II I ll n III II III III M rn 00 SHEET TITLE: CONSTRUCTION DETAILS 17.32 � ® �, 1, i i— _ o 0 0 \ O O. .— n 0 O 0 o ;,I — �, 15.73" ,- 1� ■ 10.25" N Vi O o O O O O N o ui PROJECT �' - DATE` 5/16/18 ( I Remo �' O O __ _ _ 0�0 Li, FRONT VIEW SIDE VIEW DRAFTER: BEW PROFESSIONAL OF RECORD BEW FRONT VIEW SIDE VIEW REVISION N0: 4 SHEET NO: A— 5 11'" ' s NNOTOT 10 SCAB NOT USED ,1'07• SCALE: NOT TO SCALE -4 11 r � NOT TO S� 6—PORT RACK SURGE SUPPRESSOR 2 11 x34. � NOT o SCALE 6—PORT SURGE SUPPRESSOR 1 PROPOSED ANTENNA SCHEDULE ALPHA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 10' 42'-6" 1 JMA MX06FRO840 95.11" 19.8" 10.7" 0' 2' 1 HYBRID 30'-0"t RRUS4449 B5/813 700 7 PCS 0' RRUS8843 B2/866 850 10' 42.-6" 1 JMA MX06FRO840 95.11" 19.8" 10.7" 0' 2' NONE 700 7 NONE AWS 0' NONE BETA SECTOR AZIMUTH TIP HEIGHT MODEL LENGTH WIDTH DEPTH MECH MECHVENDOR TILT ELEC TILT CABLE OTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 140' 42.-6" 1 JMA MX06FRO840 95.11" 19.8" 10.7" 0' 2' 1 HYBRID 30'-0"t RRUS4449 85/813 700 2' PCS 0 RRUS8843 B2/866 850 140' 42'-6" 1 JMA MX06FRO840 95.11" 19.8" 10.7" 0' 7 NONE 700 2' NONE AWS 0' NONE GAMMA SECTOR AZIMUTH nP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 270' 39.-8" 1 JMA MX06FRO840 95.11" 19.8" 10.7" 0' 2 1 HYBRID 90'-0"± RRUS4449 B5/813 700 7 PCS 0' RRUS8843 B2/866 850 270' 39'-8" 1 JMA MX06FRO840 95.11" 19.8" 10.7" 0' 2, NONE 700 2 NONE AWS 0' NONE EXISTING BUILDING PARAPET PROPOSED VERIZON WI 850/700/AWS PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE GAMMA PROPOSED VERIZON 650/700/PCS PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE PROPOSED VERIZON TIRELESS ANCIUARY EQUIPMENT MOUNT EXISTING STAIRWELL PENTHOUSE PROPOSED VERIZON WIRELESS RRU MOUNTED TO BACK OF EXISTING PARAPET (TYP OF 2) PROPOSED VERIZON WIFELESS 6—PORT RAYCAP SPUTTER/SURGE SUPPRESSOR MOUNTED TO BACK OF EXISTING PARAPET EXISTING SPRINT PANEL ANTENNA PROPOSED VERIZON WIRELESS FLUSH ANTENNA MOUNT (TYP OF 2) SCREENED ANTENNA MOUNT NOTE: PROPOSED SCREEN WALL EXTERIOR SHALL HAVE A BRICK TEXTURE MID SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE PARR NOTE: ALL PROPOSED LEMON WIRELESS EXPOSED ANTENNAS, RADIOS, ANCILLARY EQUIPMENT, CABLES AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE PROPOSED VERIZON TIRELESS. GPS ANTENNA MOUNTED TO PROPOSED ANIMA MOUNT PROPOSED VERIZON WIRELESS 16'-2'x20'-2• SCREENED ANTENNA MOUNf/EOUPMENT PLATFORM 1'-0• PROPOSED VERIZON mielkth RRU MOUNTED TO PROPOSED : : SCREENED ANTENNA MOUNT • (TYP OF 4) PROPOSED VERIZON WIRELESS 850/700/PCS PANEL ANTENNA MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT PROPOSED VERIZON WIRELESS 850/700/AWS PANEL ANTENNAMMpOUN��E�D TO PROPOSED SCREENED ANTENNA MOUNT PROPOSED vEttlzoN WIRELESS 830/700/PCS PANEL ANTENNA M OUPITED TO PROPOSED :SCREENED ANjTEN��NA MOUNT PROPOSED VERIZON WIRELESS 6—PORT RAYCAP SPUTTER/SURGE SUPPRESSOR MOUNTMOEAD S REENED PROPOSED VERROII WIRELESS 850/700/AWS PANEL ANTENNA- MOUNTED TO PROPOSED SCREENED Na*EA MOUNT a n c 1119 Cl11T17un!ty CUENT: verizon" IMPLEMENTATION TEAM/cuENT; [(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR U00 F1C DONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PROM WRDTEN APPROVAL. ALL PREMOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. AU. DRAWINGS AND SPECIF1CADONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NETHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSIRUCSON REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 4 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED ANTENNA CONFIGURATION PROJECT NUMBER: DAZE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION N0: 4 SHEET NO. 22"x34' SCALE: 1/2•- 1'-0" 11'x17' SCALE: 1/4". 1'-0" 2 2 PROPOSED ANTENNA CONFIGURATION 1 RF-1 �� -ad4a CUENT: hubbell SECTOR 1 PCS LEH 700 LTE 3X POL 11+ FB. NA 145. Ib RB Rol III AWS.T 70017E 300E ll Na N5. 116 R! Rd. RH Rd4 •1 AIBIcIDIR oAttranaan AIB1f- IDIBI FIG IHIA CT10� BIAS ATWMAI u u }SET Note; This site uses Internal Bias -Ts. The RET cable is not needed. The signal will be provided by the combination RF/AISG ports. SECTOR 2 PCS LTE 700 LTE 3X-FOL LE Ki. H 4 H5. H6 RLL I. R114 AW511- 700 LTE 3X-POL L1. L?. H. 1�L RS. H6- RIL RoL RIM RTi1 it AI elCIDI R Al 1(1D1 IFIGIHIR ATE MU AT(BEBA• L,i r_1 SECTOR 3 PCS LTE 700 LTE MIZIEM 96POL L2 H3. FE. Ref RUH AWS'_TE 700 LTE 3A-POL L2 H3. H6 FILL Re& BI1 RaH IAIB1CICIR aAAIATIM9.ISi u u AIBIDIDnFFGI.N� AVM sea *TIBL M _f l�J EFTE OCT 03 2018 Community Development verizonv IMPLEMENTATION TEAM/CLIENT: (LYNX Do NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS 0R OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN 1HE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRIJCITON REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 4 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED IT DIAGRAM PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION N0: 4 SHEET NO: RF-2 22'X34' SCALE: NOT TO SCALE 11'X17' SCALE: NOT TO SCALE PROPOSED IT DIAGRAM 1 GENERAL STRUCTURAL NOTES CLIENT: SEMBIA I. ALL MATERIALS. SIP. DESIGN. AND GONSTRJOTION SHALL CONFORM TO THE DRAWING, SPECIFICATIONS, THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 2. PESIGN LOADING CRITERIA ROOF SNOW LOAD 25 P5F WIND ANALYSIS PROCEDURE: ASGE 1-10 CHAPTER 29 "WIND LOAD ON OTHER STRUCTURES" RISK CATEGORY II 110 MPH EXPOSURE "B' TOPOGRAPHIC FACTOR Kit = ID EARTHQUAKE ANALYSIS PROCEDURE: IBC 'EQUIVALENT LATERAL FORGE PROCEDURE' SEISMIC DESIGN CATEGORY (512G) = D RISK CATEGORY = II SEISMIC SITE CLASS = IMPORTANCE FACTOR le • 1.0 MAPPED MICE 5$ = 1.41; 51 = 055 DESIGN ACCELERATION Sds = 0.46; Sd1 = 055 SEISMIC RESISTING SYSTEM: NON-STRUCTURAL COMPONENTS, Ap = 10, Rp = 2.5 3. STRUCTURAL DRAWING SHALL BE USED IN CONJANCTION WITH ARCHITECTURAL DRAWING FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOW ON THE DRAWIN55 ARE INTENDED A5 GUIDELINE-5 ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY STAGING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. b. IQ$ SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TEGHNIQJES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENSINEL3R HAS NO OVERALL `.SUPERVISORY AUTHORITY OR ACTUAL AID/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT TTE 517E AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR THE STRUCTURAL. ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OMER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1. CONTRACTOR -INITIATED GHM161;5 SHALL BE SUBMITTED IN NRITIN6 TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FAE3RIGATION OR CONSTRUCTION. CHANGE-5 SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. 9RAWIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION WERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWW, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER WHERE INFORMATION ON THE DRAWING 15 IN CONFLICT NTH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY, ° VB.E(T TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER DO NOT SCALE THE DRAWINGS. 9. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPS iV15ED BY THE SUPPLIER DURING MANUFACIURINS, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WIN INSTRUCTIONS PREPARED BY TIE SUPPLIER (The following opply unless shown otherwise on the pions) SOK = 14. rinurgrIP SHALL BE MIXED, PROPORTIONED, GO WEYED AND PLACED IN ACCORDANCE WITH AGI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED THOSE LISTED IN AGI 111. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 2,500 P51 AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 055 FOR FOOTINGS AND 0.45 FOR ALL SLABS MD EXPOSED CONCRETE UNLESS OTHER/ 15E NOTED. EXCEPT FOR FOOTINGS AND SLAB ON GRADE, AGGREGATE SIZE SHALL NOT EXCEED 3/4'. THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE GONGRETE PERFORMANCE MIX SHAD. INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RA1T0, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 301. CHEMICAL ADMIXTURES AND FLY A514 SHALL CONFORM TO ASTM C494 AND C618 RC;ftcTIVELY. FLY ASH PERCENTAGE OF TOTAL GEMENTIT10U5 MATERIAL SHALL NOT EXCEED 20%. TIE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF wow SHALL LSE BROUGHT TO THE ATTENTION OF THE OWNER REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FILL RE5PON51BILITY FOR SPECIFIED PERFORMANCE. 15. REINFOGIN5 51TF.L. SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING STEEL INDICATED ON DRAMUN65 TO BE WELDED SHALL CONFORM TO ASTM A106. REINFORCING STEEL COMPLYING NTH ASTM A615 (51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE NTH MELDING PROCEDURES SPECIFIED IN AJ"L5. DI.4 ARE SUBMITTED. 16. REINFORCING ST I. SHALL BE DETAILED (INCJUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT *5 AND SMALLER 60 BAR DIAMETERS, 2'-0" MNMIM. PROVIDE CORNER BARS AT ALL WALL MID FOOTING INTERSECTIONS. LAP CORNER BARS 45 AND SMALLER 60 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318, GLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. PROVIDE (2) 15 MN. MO. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS EXTENDING 2'-6" PAST CORNERS, TYPICAL. 11. NO BARS PARTIALLY EMBEDDED IN HARDEED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER NO REINFORCING BARS SHALL BE "PET -SET' INTO THE CONCRETE. PROVIDE A 20' LONG REBAR GROUND (LIFER GROUND) PER ELECTRICIAN. CONCRETE PROTECTION (COVER) FOR REINFORCING STEED SHALL BE AS FOLLOWS: FOOTING5 AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARN 3" FORMED SURFACES EXPOSED TO EARN (le. WALLS L9H.OW GROUND) OR MEATIER 06 BARS OR LARGER) 2' (s5 BARS OR SMALLER) . I-1/2" GODUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2' SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS I/8') OR 3/4' 18. )NON -SHRINK GROUT SHALL BE NON-METALLIC GONFCRMINS TO ASTM C1101 AND BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANIFAG111RER5 PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL EC AT LEAST EQUAL TO NE MATERIAL ON WHICH IT 15 PLACED (5000 P51 MINIMUM). 10. SHOP DRAWINGS: FOR STRUCTURAL STEEL AND FIBER REINFORCED POLYMER SCREEN WALLS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF 1}ESE 19. ITEMS. ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. I. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWING FOR CONFORMANCE NTH THE MEANS, METHODS, TEGINIQES, SEQUENCES MD OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE MILL BE MARKED AND RETURNED. A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR REVIEW. 12. SHOP DRAWING SUBMITTALS PROCESSED BY 11NE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS NE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL 15 INTENDED TO BE 19ARNI54ED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND 1445 CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP PRAYING SUBMITTALS ARE PROCESSED BY THE ENGINEER, 11E DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 13. 5PEGIAL INSPECTION: STRUCTURAL STEEL FABRICATION MID ERECTION (INGLIUDINS FIELD WELDING AM HIGH -STRENGTH FIELD BOLTING), AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH IBC SECTION 1104 AND THE PRO..EGT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ONE, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS NIGH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. alaLOWIE EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED USING 'AT-XP' ADHESIVE A5 MANUFACTURED BY SIMP=SON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH IAPMO UFS REPORT N0. ER-263, INCLUDING STANDARD EMBEDMENT REQIUIRENeNTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW NTH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. RODS SMALL BE ASTM A36 UNLESS OTHERWISE NOTED. 20. STRUGT.RAI. STEM. DEIGN. FABRICATION. AND ERECTION SHALL BE BASED ON NE LATEST EDITIONS OF THE A.ISG. SPECIFICATIONS AND CODES: A AISG - STEM. CONSTRUCTION MANUAL, I4TH EDITION B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDSE5. C. SPECIFICATION FOR STRUCTURAL JOINTS U51N6 ASTM A325 OR A490 BOLTS. 21. STRUCTURAL. STEEL, WIDE FLANGE (W AND INT) SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 K51; ALL OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, FY = 36 K51.5TEEL PLATE SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, 6RADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy • 46 K51. GONPEGTION BOLTS SHALL CONFORM TO ASTM A-325. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, Fy = 36 K51. 22. ALL A325 CONNECTION BOLTS SHALL BE INSTALLED TO THE 5W6-11634T CONDITION PER AISG SPECIFICATION FOR STRUCTURAL JOINT5 USINHS ASTM A325 OR A440 BOLTS IN STRICT ACCORDANCE WITH THE MANLFAGTURER'S PUBLISHED RECOMMENDATIONS. ALL NUTS SHALL CONFORM TO ASTM A563. ALL WASHERS SHALL CONFORM TO ASTM F436 OR ASTM F959 TYPE 325. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS OTHEERWI5E NOTED. 23. ALL WELDING SHALL BE IN CONFORMANCE WITH A.1.5G. AND AY4.5. STANDARDS AND SHALL BE PERFORMED BY WABO. CERTIFIED WELDERS USING E10 XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 DEFINED BY AYV.S) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E10XX ELECTRODES. WELDING WITHIN 4" OF GOLD BENDS IN REINFORCING STEEL 15 NOT PERMITTED. SEE REINFORCING NOTE FOR MATERJAL REQUIREMENTS OF WELDED BARS. ALL WELDING OF STAINLESS STEEL SHALL USE E304 ELECTRODES WITH A 6MA1N PROCESS. ALL WELDING SHALL BE PERFORMED BY WELDERS WITH AW5 / WAB.O. CERTIFICATION WITH THE MATERIAL AND METHOD REQUIRED. 24. 25. 26. SHOP DRAWING SHALL SHOW ALL MELDING WITH A'6 A2.4 SYMBOLS. WELDS SHOWN ON DRAWING ARE MINIMUM SIZES. INCREASE WELDS SIZE TO AIMS MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16-INCH. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD MELD ARROWS ARE SHOWN M1ERE A FIELD WELD 15 REQUIRED BY THE STRUCTURAL DESIGN; THE CONTRACTOR 15 RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL DELIVERY AND ERECTION. FIBER REINFORCED POLYMER SHAPES: AU. FIBER REINFORCED POLYMER SHAPE-5 SHALL BE SERIES 1525 PULTEX STANDARD STRUCTURAL FIBERGLASS PROFILES BY CREATIVE PU.TRUSIONS, INC. OR ENGINEER APPROVED EQUAL. FIBER REINFORCED POLYMER CONNECTIONS: ALL -THREAD RODS AND NUTS SHALL BE SUPERSTUDI FIBER REINFORCED POLYMER FASTENER SYSTEM BY CREATIVE PULTRU5ION5, INC. UNLESS NOTED OTHERWISE ON PLANS AND DETAILS 5/8' DIAMETER RODS WITH GP SQUARE NUTS SHALL BE USED AT ALL CONNECTIONS. SCREEN MAU. FRAMING: UNLESS NOTED OTHERWISE ON PLANS AND DETAILS SCREEN WALL. INFILL STUDS SHALL BE FIBER REINFORCED GHANNEL 6 x 15/8 x 1 1/4' SPACED AT 2'-0' ON CENTER. ATTACH TOP AND BOTTOM OF INFILL STUDS TO SCREEN WALL FRAMING WITH FIBER REINFORCED ANGLE 6 x 6 x 3/8 WITH TWO 5/8" DIAMETER FIBER REINFORCED POLYMER FASTENERS AT EACH LEG. Cr rml.;: ty verizon'1 IMPLEMENTATION TEAM/CUENT: ULYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS MD ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NETHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. I3II1111110 MOW/ SUMZS 38IU13. WA 911101 T6 3033A.33110 FAX 30 6/3101 smearlureaam QUANTUM REV DATE DESCRIPTION 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: GENERAL STRUCTURAL NOTES PROJECT NUMBER: 18067.02 DATE: 05/17/2018 DRAFTER: TH, PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET NO: S1.0 Ltr-dd43 CUENT: GENERAL STRUCTURAL NOTES (The following apply unless shoal otherwise on the plans) BU. B/ BP EtJC BLK6. BLD6. BM. BR6. BTWhL Qa G TO G GIP GAR GMII CNT . COL GOING. COWL CONEY. GONT. CONTR. COORD. C..P CASK. DOA. DBL DEG. DET. DF DIA. DIA&. DIAPH. DIM. DN. DO DWG. (FJ EA. EF. EL ELEV. DEED. HI6R MAP. EYL FXP. EXT. FAB. FB. FON FIN. FLR FRP FS. FT. FT6. 6A. 6ALV. 6L 6RD. 6RD. 6YLB. NF H6R NORIZ. HT, I.D. IF. IK !pro. INT. JT. KSF K51 ALEIRLVIATIONS AB. ADD. AWL ALT. APPROX. ARCH. At Percy Malls) Diameter Seder Bolt Addenctm Additional Alternate Approximate Architect BJIIGup Bottom of Braced frame Block Blocking BlAldhg Bean Bearing Between Centerline Garber Center to Center Gast In Place G.J. Construction Joint or Control Joint CLFA. Gettig Clear Concrete Masorry the Center Column Concrete Corrections Construction Conthuas Contractor Coordinate complete Jot Penetration Countersink Deformed Bar Anchor Double Detail Doug Fr -Lerch Diameter Dlagaol Dkphragm DFnerson Dow Ditto Lemming Easy Each Each Face Elevation Elevator Embedment Length Engineer EEach Way �xlsr� Fabricate Flat Bar Foudoton Finish Floor Fiber Reinforced Polymer For 5de Foot or Peet FootYlg Sage ealva tzed blue Laminated brads brand 6psan Wall Board Hem Fin Horizontal Hollow Structural Section Hokfit Inside Diameter Inside Face Inch information interior Joht Kips per &yore Foot Kips per Scp re Inch L LIN. LL LLH LLV LON617. LT. WT. MATL. MAX MB. MGR. MEZZ MF MFR. MIN. MISC. MIC N N5. NE6. NIG NO. NOM. NTS O.G. OD. OF. OR. OPN6. OPP. PAF PART. PG PERM. P6lP. PL a R PLYWD PJP PREFAB. PROJ. P5F P51 P.T. P/r RAD RD. REP. REIFF. REOD. REV. R.O. Aegis Linear Live Load Lang Leg Horizontal Long Leg Vertical Logrexj Material MaxfAm Machine Bolt Mechanical Mezzanine Moment Frame Manufacturer Minimum Miscellaneous Mark North Nee' Side Negative Not in Contract Number Manful Not to Scale 011 Center Gldslde Diameter Outside Feu Opposite Hord opening ° oelt* Powder Actuated Fastener Partition Precast Permanent PerperKAwla• Plate Pirood Partial Joht Penetration Prefabricated Project Pond per Square Foot Poud per Square Inch Post -Tensioning Pressure -Treated Radius Round Reference Reinforce or Reinforcement Required Revise 5. 5GH. a SGNED. sea. SHT. 51M. 506 SPEC. 50. 5O. FT. 50. IN 5TD. 5TIFF. STL. SIR SLR 5714. T/ T/B Tt6 THRU TOG. TOS. TOYL TRANS. T5 TYP. UONorUf40 VERT. VIP MV or w/ WD rr MLH.S. YVO MP PVC WTS. South Schedule Section Sheet 51Mlar Slab On Grade Specification keel Square Inch i(inches) Standard Stiffener Steel Structural Substitute Symmetrical Toopp of Top and eotlarn Tongue t Groove L Top of CcecreEs Top of Steel Top of Wall Transverse jibe Steel Vicol Unless Otherwise Noted Vertical Verify In Field West With Mood Wide Flanges Welded Headed Stud Without Mork Port Welled Threaded Stud Welded *. Fabric verizonv IMPLEMENTATION TEAM/CUENT: I(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECFICATLONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. el QUANTUM TsnnneDAVENUK SIATEm TFATTLE.MWeI TEL e70.967A0:e FAX 29e9er]Y01 REV DATE DESCRIPTION a OCT Go ')`2111B InuuTJn(tY nIT}Dr'lPrit 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: GENERAL STRUCTURAL NOTES PROJECT NUMBER: 18067.02 DATE: 05/17/2018 DRAFTER: TH. PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET N0: X SECT. X-5TR Gross Section Extra Strang S1.1 CO mmoo / / / PROPOSED VERIZON WIRELESS ANTENNAS MINTED TO (k) GMJ WALL N/ SITE PRO I SB1M1 WALL Mtn. INSTALL LSx5141s DAMNS AT INSIDE PAGE or 04114441 FOR EACH BRACKET (EJ ANTENNA BY OTHERS. TIP. - --- (E) STAIR YELL PENTHOUSE (El LADDER PROPOSED ARUM WIRELESS WARMED ENGLOSJPE - (E) PLATFORM I V/ I I — — (F) ANTEMIA FRAPE BY OTHERS c ll/10 nn ® PROPOSED ROOF PLAN SCALE: I/4' s ILO' O BY OTi$tS l ti (E) ROOF TOP/ 0 I 2'-0' 1 • /2-0' tea SEE ARGHTECTURAL DRAWINGS FOR ADDITIONAL Iti-ORMM,ON t10T GALLED OUT. RECEIVED OCT 03 2018 Community y b ..J e.`rCI(l rl�l iC' CUENT: verizon" IMPLEHENTATION TENS./CLIENT: (LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY N.L. DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO MORN SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISOR. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL RE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. SUM TwoA NiL SUMO SUilTUARIRL n aNAwaND FAx 7IMlVJINM w..astitssms QUANTUM REV DATE DESCRIPTION 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED ROOF PLAN PROJECT NUMBER: 18067.02 DATE 05/17/2018 DRAFTER: TH, PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET NO: 0 ik S2.0 L.jr cavA3 It) ;aNG .r,LLOWCORE YQ1 TC BE STRENGTHENED PER u; 5c 0 E) !1'/AG L1iIT IE) CMJ WALL o 10/55.0 OUTLINE OF SCREENED PLATFORM ABOVE . 5�ROOFPLAN ON52.0FOR SCREEN WALL LOCATION AND ORIENTATION. 2. SEE ARCH. DRAWIN65 FOR FLASHING AND WATERPROOFING AT SLEEPERS AND PLATFORM 3. SEE 4/52.1 FOR SCREEN WALL PLATFORM PLAN. PARTIAL ROOF PLAN SCALE V4•.I'-0' DOOR PER ARCH. DWGS., TYP. Q> 4/55A 4 4i53A 7 '0 9 6/54 0 °IL/ 5/54D TYP. AT END OF PIPE BELOW 1510 PIPE 4 5TD TOP AND ROT. - RP TRANSPARENT SCREENING AND GONN. TO FRAMING BY OTHERS, TYP. SCREEN WALL FRAMING PER EL, TYP. ANTENNA MODEL, ORIENTATION AND GONr. TO PIPE PER ARCH. VASS, TYP. AUXILIARY EQUIPMENT AND CONN.TO PIPE PER ARCH. DW65., TYP. TYP. 3/53A FRP WIDE FLANGE 6x6x%e TOP CHORD BRACE, TYP. EA. CORNER TOP CHORD BRAM* PLM! NOTI5 I. SEE 4/52.1 FOR ADDL. INFORMATION NOT CALLED OUT. 2. RF TRANSPARENT SCREENING AND CONNECTION TO FRAMING, TO BE DESISTED BY OTHERS FOR 200 PLF SERVICE LEVEL IN -PLANE SHEAR E) .i,4G L.NIT ) ROOF (E) CN4) YTA11 w2x26 8/54.0 FAS. WI STAIRS PER 4 ARCH. DW65. ,53.0 �I LJ w2x26 �" `A )1I^ to �o M. r olO ( \ ` B / 4/54.0 TYP ��QQQQQQ f BAR 6RA9 MELDED TINS , (2) tiI WI2x26 r 711 `I u }II 3/55.0 (2) EQUAL SPACES FAS. r OMEN WALL F LA1F0M PLAN ROMs I. 5EE ROOF PLAN ON 52.0 FOR EQUIPMENT PLATFORM LOCATION AND ORIENTATION. 2. SEE: ARCH. DRAWIN65 FOR FLASHING AND WATERPROOFING AT 5-BEFERS AND PLATFORM COW4NS AND ADDITIONAL INFORMATION NOT GALLED IT. 3. ALL STEEL SHALL BE HOT DIP &ALV. UNA. 4. SEE 54A FOR TYP. STEEL DETAILS 5. 6RATINN6 AT PLATFORM SHALL BE 1,14'x%" I -4 YELP® 5TE8. 6RATIN6 ATTACHED TO FRAMINS WITH SADDLE CLIP FASTENERS BY 6RATIN6 MFR. ALL GRATING SHALL HAVE BANDED EPEES. b. IN ADDITION TO THE INFORM LOADING SHOLMI IN TIE DE5I6N CRITERIA SECTION ON SI.O THE EQUIPMENT PLATFORM HAS B®1 DESIGNED FOR THE FOLLOWING CABINET LOADING. ® POWER AND BATTERY GABRET IN/ 4,400 L8. MAX. WEIGHT ® GARRET w/ 5p00 LB. MAX. YEI6HHT -1. ANY EQUIPMENT GARRET 9.135TT1/T10N5 SHALL LEE SUBMITTED TO THE ENSIMEER OFF RECORD IN YRITTNS FOR REVIEW PRIOR TO CONFIR ICTION. FUTURE CABINET MODIFICATIONS AND I1P6RADE5 SHALL NOT Be PERFORMED UNLESS A COMPLETE STRUCTURAL ANALYSIS 15 DONE ON PLATFORM AND (E) BEDS. BELOW. 6. 016---5 DENOTES MOMENT CONNECTION PER ELEVATIONS AND DETAILS. 4. FAS.. FACE OF STUD CUENT: verizonv IMPLEMENTATION TEAL/CUENT: (LYNX 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED MTMOUT PRIOR WRITTEN APPROVAL AU. PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. AU. DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 01 QUANTUM 1011 THMONAIAIE E1 1 9FATTLE.WA111101 TEL =W. 301B1 TAX 10E9V w/33332333322n REV DATE DESCRIPTNON 7 - 1) o 2 3 Community eveluiinlent 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TREE: PLANS PROJECT NUMBER: 18067.02 DATE: 05/17/2018 DRAFTER: TH, PKMC PROFESSIONAL OF RECORD JHR REVISION N0: SHEET N0: S2.1 TOP CHORD BRAGR16 PLAN SCALE, V4•.I'-O 3 WEB( MALL PLATFORM PLAN VALE 4 ELEVATION, E FRP CHANNEL CHANNEL b'xl%Sd'i SPACED e AT FRAMING 2'-6' OC. MAX FOR SCREEN WALL 18'-2' CUM: verizonv IMPLEMENTATION TEAM/CUENT: « LY N X 3' (3) EQUAL (5) EQUAL SPACES = 12'-0' 3• SPACES • 5'-6'' 5/S5A RF TRANSPARENT NS BY 001�5 5/55.0. 4 6/56A ., I I IMP Vf 6x6x%' L 8/55.0 I —I$ F L 3 l51 ` DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY AL -I- MO FICATIO TO WORERRORS K OMISSIONS.ANDTWVARIATIOADVISE NS CONSULTANTS S ISSSUUESOHODF THIS PRIOR WRITTEN APPROVASHOWN L BE IMPLEMENTED SUPERSEDED BY THE LATEST REVISION. AU_ DRAWINGS AND SPECIFICATIONS B THE L THE PROPERTY OF LYNX CONSULTINGARCHITECT WILLINC. BE PROVIDING CO CONSTRUCTION RENEW OF INC. NOR THE THIS PROJECT. V yo II a x �D x X �M 8�jrjA Z 2/55A k i a LL t .4 D-(! `7�U� R� '7�J� i qNe BEAM PER P O (E) GMU WPd.L 1DI1T1�AYDAR 01 SUM= rn I..EA#00 N1% Ioa9Asm � TYP L T 1 \ BEAM PER PLAN II/54A 4/55A t I A -CAL' PER PLAN � QUANTUM II.. . Rl ,GF a it,/ % o� A "'10ALL J iL (A ROOFING AND INSULATION (E) BEAM REINFORCED PER PLAN AND .PER A 7 (E) HOLLOWGORE PRECAST GONG. PLANK, TYP. DETAILS REV DATE DESCRIPTION ELEVATION SCALE: I/4'.I' ° I ELEVATION WALL V4'.I'-o' 2 - - - 20'-2' 20'-2' - - - a.T 3' (5) EQUAL SPACES • 124' (2) E. (2) 3' 3' (2) EQ. (4) EQUAL SPACES • 10'-9' (2) E. 2'-0' 3' r?'71 '1l,-..,.-.. U 1111}/ - t 1- SPACES =3'-9' SEQ.PACES SPACE • 3'�' SPACES =35' 5[55A SPADES �3-6^ - 5/17/18 ISSUED FOR PERMIT t... • 1/55A. t,. 1 PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 RF TRANSPARENT I b156A , 1 1 1 ► r- • 1 51M. 1 RF T ANSPARtENT I 1 I < I 6/55.0 1 ! SCREENING BY I I FRP PT6x6xS/,' 1 1 1 1 I OTHERS L J l J l v' L L JB A SCREENING BY I I I I FRPWF6xbxV. , o-r L. J -J L J8/55A es- 865A r 11e X .o * Ti * x v 8v I 1 1 r a k A r x x 1} BEAM PER PLAN, TYP.(EJ GMU WALL ao a Z y55A t Z 1 t e Z a Z k 1}!} FRP CHANNEL 6xis xY,,i FR. WF 6x6x-V TY BEAM PER PLAN, P. SHEET TITLE: ELEVATIONS TYP. n '� E k "" 7 LJ • 4/s5A t YVI2 II/54A t ' (E) ROOFING AND INSULATION � I ; J' (4/56A L t W13 —1( ROOFING AND INSULATION/4 000000000000000~000000004. 'rb0000000100100000000000000�00 (E) HOLLOWGORE PRECAST (ANC PLANK, TYP. (E) HOLLOPIGORE PRECAST CANC. PLANK, TYP. PROJECT NUMBER: 18067.02 DATE: 05/17/2018 DRAFTER: TH. PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET NO: S3.0 BP/ATION SCALE: V4'-I'o' 3 ELEVATION SCALE v4'.I'.0' 4 1./ � 2x BOLT DIAL GIRDERFEB CUM: verizon" COPE FLANGE 9GJ E OR COLUMN FLANGE PER SCHEDULE 'A' WHERE REQUIRED IV SIZE PER BEAM 512E BOLTS PLATE Or THIGKHE55 3 WELD FOR 0° < ll < l0° WELD FOR Q 10' < B < 30° PLATE PER s E 'p' 90' FOR ON GiB° "D ' °< BEAM SIZE CI BOLTS PL ATE O. THICKNESS WELD 512E 'W' (3) SIDES •yp s _. E 'A' IMPLEMENTATION T1iAM/cuENT: N x t VIP. FOR <45° Q T6•m Yi are' WE., w10 (2) Tb•m • ruo, uo (2) M412, Wla, 012 (3) >6'm IV lie" ' + WI2, Wla (3) TO) ad' -L_'v' WIb, WIB (4) lb'm ab' STIFF. R 3/8" OFP. i WIb, MI& (4) TV.46. t�6 BEAM WEB 45° OF SHEAR PLATE ♦ O0.�° Mb I BOLT TYPE = A325N U.O.N.U.OU.O.N.. R MATERIAL = A36, UAN. O BOLT SPACING PER DETAIL 2/54.0. Q t =PLATE THICKNESS. 3' MAX. 2x BOLT DIA. 0 QI BOLT TYPE = A325N, UA.N. Q R MATERIAL = A36, UAN. 1, 0 BOLTS SHALL BE AT 4' 0.C. SPACING - DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY LL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUE OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. AU. DRAWINGS AND C.NSUULAh 9G. INC. REMAIN THE C. NEITHER LYNX COONNSUL�TNG INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. FOR HO BEAMS/CIO CHANNELS SHEAR PLATE AND BOLTS PER SGHELULE 'A' �77V, WWDp=A 0 TEL LF1Vi0D FA( 70111114X01 TYPICAL BOLTED IMAM CGNE�iT10N rem. SGLE. NOr 1b SULE 2TYPICAL ? gem COMMOTION WALE Nor TO MALE 4 sla•..ti mao• QUANTUM �1 B Cy", d . , s �]► , �, ./�/ j , ma ` o�J�u f/ L qAp COL PER PLAN 3" 3"y Ii" 142115. COL PER PLAN BEAMS ON ALL 1)1" (4) 4.BQ o (6) WO FRP FASTENERS ANTENNA MODEL, I VALMONT SGX4-K CROSSOVER PLATE OW T T BELOW y 3' 3• y SIDES OF COL. AT I I T '� I SIM. SECTION AN ORIENTATION D Nil ■ KIT, TYP. MI5 ♦ ♦ T•♦ — + :) ♦ --A 1 ♦ ♦ i . ♦ :� CONN. TO PIPE PER ARCH. MISS. f2 SEE 2/S50 FOR FRE' HE CONK TO TOP PLATE i ♦ (4) ♦ i EA. Trj'm A325-N BOLTS FLANGE, TYP. L — _ ♦ ♦ ♦ ♦ 1 (4) EA. lb". A325 N BOLTS FLANGE, TYP. afe :. I I}• Rai" TOP 1 BOT. ofIII BEAMS ROP t BOT. OF 1 DETAIL 51M. WHERE S BEAM PER PLAN, TYP. ( =lab,tea BEAMS PIPE I5 PERPENDIGILAR TO SCREEN WALL A Q TO STD. STD PIPE 4 RUN DATE DESCRIPTION BOLTED BEAM COHA1. A PER 2/54A, TYP. BOLTED BEAM CONN. A PER 2/54.0, TYP. - - - BEAM PER PLAN, TYP. - - - v FRP WIDE FLANGE COLUMN PER PLAN —� ab" KNIFE R, TYP. G P R - N TO COL. T O COL. . v BEAM PER PLAN, TYP. ! / PIPE SEGMENT BTWK R'4" TO MATCH (1111 PIPE SEGMENT STAIN. t 44" TO MATCH BELOW j II SKEWED STEEL PIPE PER PLAN SPACED •.A' 4'-0. OG. BELOW 1 - _ 11 2I +1 �j� cJP R _ �' R 4' TOP t BOT. OF _ _ R #' TOP BOT. of RF TRANSPARENT 11 VERTICALLY, TYP. SCREENING BY OTHERS — ': II)Cvclopmcnt Irf � TO COL. BEAMS w/ (4) 7y'm O�OL. BEAMS - - Community A325-N BOLTS EA. FLANGE TO A325-N BOL)TS EA. FLANGE COL. PER PLAN COL. PER PLAN - - DETAIL SCALE. NOT TO SCALE 5 OCTAL SCALE NOT TO SCALE b DETAIL SCALE NOT To wiz 7 MAIL WALE NOT TO SCALE $ - 5/17/18 ISSUED FOR PERMIT EQUIPMENT CABINET Barra BEAM NOT 5' SHOW FOR CLARITY GRATING PER PLAN PROJECT: H U 5301 SOUTHCENTER TUKWILA, SEA B B E LL BLVD WA 98188 44 Lax3x4 BY OTHERS ASS HORE STRINSBIT EMBED. SUGGESTED BY REQUIREMENTS AREF. (F.)GMWALL 8' 3/ a(e STIFF. RYi • 3'-0' OD, MAX a(i(3) CABINET MFR. ATTACH P CABINET TO BEAM r✓ (I)Or /dr BEAM PE2 PLAN iv �'t SHEET T TLE: DETAILS � BEAM SIDES PER PLAN ��H< A ; COR ABI iIi ii I}" _ ea lFJ ROOFING INSULATION (E) GONG. AND ROOF PLANK GRATING PER PLAN"1: i�', '0 ♦ 1,MIN.• BEAM PER PLAN, TYP. BOLTED BEAM GOHIEGnON PER ry e TIT WORD. SPACING W/ �j 2/SaA PROJECT NUMBER: 18067.02 DATE: 05/17/2018 CABINET MFR. PRIOR TO FABRIGAnON 1�1i1`r DIAGONAL BRACIN& NOT SHIOYN FOR CLARITY. BACKING R)5'xl4'xl'-?' IV ADHESIVE PER GENERAL w/ (6) V. ALL THREAD RODSNOTES TH. KMC UH PROFESSIONAL OF RECORD REVISION NO:SHEET No: S4.0 DETAIL SCALu, NOT TO SGN.E q DETAL SCALE NOT TO SCALE 10 WAIL SCALE NDT To SCALE I I DETAL SCALE NOT TO SOAR 12 �1�--drJy.3 FRP WIDE FLANGE FRP AIDE FLANGE COL. NOTC; PER ELEVATION; PER ELEVATION. RF TRANSPARENT Fl odr6E OFT EDGE OF FRPE06E COL. r1/ OUTER EDGE SGREENINkS NOT FRP L4x4x36 x WIDTH Cps NOT COL. ALIGN FACE OF STUD OF BEAM BECE LOW RF TRANSPARENT SCREENING BY FRP CHANNEL PER FRP CHANNEL BEYOND CUENT: ve r zo nv SHOWN FOR CLARITY OF STEEL BEAM, TYP. SHOYN FOR CLARITY RF TRANSPARENT BY OTHERS (2) 36'• PRP FASTENERS EACH LEG, (4) TOTAL 1# OF STEEL BEAM STEEL BENT R k/i x s' x0.-4" (LLV) 74." (2) WO FRP FASTENERS (2) EACH LE6, (4) TOTAL OTHERS SIT ELEVATION RF TRANSPARENT FRP L4x4x36x0'-6h' A/ SGRE@IIN16 AND (2) 36'm FRP FASTENERS ATTACHMENT TO A. LEG. TRIM HORIZ. LEG, FRAMING BY I STEEL fr. 4'x3"x1.-6" 1 BIM. FRP CHANNELS IMPLEMENTATION L( TEAM/CLIENT: LYNX PER AN6LE TYP, PER BENT TE AS W. AT STEEL R. OTHERS .. ..1, TYP. 3.12 12 catIMplanAMEELC.LinnE STEEL BEAM PER PLAN cagren2LALICEMintilSanen STEEL BEAM TIT. PER PLAN, DO NOT SCALE DRAWINGS. CONTRACTOR YUST VERIFY ALL DRAWINGS OMISSIONS. O VARIATADVISE IONS OR TMOOO$ lANTS wT� ID WORK ERRORS PRIOR WRITTEN APPROVAL. SHALL �PREvaUS IMPLEMENTED IS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL 8E PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. GON L AT PIlr STEEL BEAM PER STEEL BEAM PER PLAN PLAN CWJIe. Gil BTYfI PIS GM i1e_ I5IT TNADAWAUE AUTIE SD MATIULMAMBA f'm" DETAIL 7GNL NOT TO WALE 2 DETAIL SCAM PVT TO WALE 4 QUANTUM 41' �t/(2) /ACH RF TRANSPARENTCING SCREENING NTING CLARITY EPRPVATION FASTENER SIZE AND�VM PER RF TRANARENT M. TRAPARENT SGRN6I FASTENER 5PAGIN6 RF TRAPARENT FRP L4x4x36 x 0'-46y" /_-� TOP AND BOTTOMFRP 36'm FRP FASTS L3xx36 r✓ IVO FRP FASTS OTAL BLOCK FIAN6C-5 OF FLO BEAM WTO ITH• • 12' OG. TO FRP BEAMFOR FTiP Lox I OF T'� L4x4FRP WIDE FANGE PER LEVATION FASPER FL4x4x%xO-6Ii ! S PR'TRANPARENT :JN/ SCRNINMFR (2) %"mA FRP L2x2xI4DFLANGAM I' --- I�• FRP L4x4x36 x 06 F✓ (2) V. FRP FASTENERS � T LEG, (4) TOTAL PER RP WIDE FLANGE COL. PER ELEVATION T PER ELVATIONEVATION SGRINUS BY _ i _ . ELEVATION • FRP L4x4x36 x a-6" TOP AND BOTTOM ♦ ♦ pig TYP FRP WIDE FLANGE COL. PER ELEVATION INSTALL FRP L2x2 AND INSIDE LINE OF FASTENERS BIND FASTENERS 50 NO B REQD. - - - C r✓ (2) 36"m FRP FASTENERS TOTAL ♦ ♦ E0 EQ. - - / - j f 1 EACH FRP L4x4 TRANSPARENTRF —— SCREENING NOT SHOP 4 P WLEEVA DE FLAN&E COL. PERFOR CLARITY _ _ Community ! 1 T vplt,(jrnpry# DETAIL WALE NOT TO SGM.E 5 DETAIL SCALE, NOT TO SCALE b DETAL WALL', NOT TO WALE 7 DETAL WALE, NOT TO SCALE 8 - 5/17/15 ISSUED FOR PERMIT . �• I. ALL ROOFINS YIORIC TO 8E P�FOI��ED BY '"NCONTRACTOR INN�ALL EFFECT. 2. CONTRACTOR 5FW1 U5E NON-DESTRUCTIVE TO LOCATE VOIDS IN (E) FILL AM, A CLOAK TO LOCATE V IDS IN ETE FILL AND ANCHOR 50 TTIAT TTf NEB of PLANK 15 NOT DRILLED. (l;) TESTING PRIOR RODS COL PER PLAN FLAVI� AW WAT6s?°ROOFIN6 PROJECT: SEA H U B B E L L 5301 SOUTHCENTER BLVD TUKWILA, WA 981 88 �� LC- g, PER / ' rf, RF TRANSPARENT SCREENl�l j FRP L3x3 PER 6/55.0 TYP. PLAN /,� /�'�_ OTHERS FRP AIDE FLANGE 4, PER ELEVATION A Y//i 11 T1•p' r / / y� r 1 BASER SRiB'xI -6 N/ (4)1.4 ALL -THREAD RODS AND EPDXY PER PROVIDE ALT. HOLE LOCATIONS A3 PER ARCH. DRAWIN55 REMOVE �J ROOMS ASDETAILS FOR COL SHEET TITLE (4) 36"O FRP FASTENERS FROM FRP BRACE To L6x6x1 BOTH=Qui FRP EE M A. SIDES w/ o ALL -THREAD RODr AND EPDXY COL. PER PLAN INSTALLATION PER GENERAL A. :•:•:... _.{r{'A � _ �� 7 N � LIKE N:ID NOTES 0 OD.�JJL:'- i BASER o i .' COETION °iikl2 xl' 6' ON I' �� ) COHC. VOID DAM, TYP. \\\\ • NON -SHRINK �'0 _— �� TOPPING Yl1 RE \\� 1PJ GMl WALL ILL it lI RODS N ALL -THREAD RODS AND FILL VOID AT (JL ROD CONC.411 PER 6EN�AL NOTES TYP. I 66RADE 50 USED PRIOR TO CONSTRUCTION OCCURS O PLANK I R �)) BOTH of TEAM. YED PLAT COLUMNS PRIOR TO PLATFORM INSTALLATION TYp, ii I • ` it I ' `� `p EPDXY PER GENERAL PROJECT NUMBER: 18067.02 DATE: 05/17/2018 FRP AIDE FLANGE BRACE .ICI MOTES (E) HOLLOW GORE PLANK DRAFTER: TH. PKMC PROFESSIONAL OF RECORD JHR PER PLAN. TOP FLANGE NOT SHOWN FOR CLARITY / /y/. (F,) 6R01)TED CELL, TIP. RENsaN No: SHEET No: S5.0 blaME SEE 11/55.0 FOR ADDY. INFO. NOT GALLED OUT DEVIL SCALE. NOT ro WALE GI E, Nor TO ALE DETAIL SuILW I0 or DETAIL WALE. NTO WALE I I MAIL WALE. I'.rC 12 L,!8'-00€43 NOTES: 1. POWER AND TELCO UTILITY COORDINATION WAS NOT PERFORMED BY THE ENGINEER. THE ENGINEER HAS RELIED UPON INFORMATION PROVIDED BY OTHERS. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS WITH THE UTILITY PROVIDERS AND VERIZON WIRELESS CM. 2. ALL BELOW GROUND CONDUITS SHALL BE SCHEDULE 40 PVC CONDUIT 3. ALL ABOVE GROUND CONDUIT SHALL BE RIGID METAL CONDUIT. I I SEAULE CITY uGGHT DOUG HABERMAN PHONE: (206) 733-9138 COMCAST 1 II 53RD AVE S EXISTING SIDEWALK TYP EXISTING CURB TYP EXISTING BUILDING fEXISTING ASPHALT PARKING LOT 4 EXISTING SPRINT BALLAST SLED ANTENNA MOUNT EXISTING SPRINT 10'-10"x20.-0" STEEL EQUIPMENT PLATFORM PROPOSED 25-TA FIBER VAULT AT THE EDGE OF SOUTHCENTER BLVD (SUPPLIED MD INSTALLED BY COMCAST) 4. EXISTING PROP ERN LINE EXISTING LOWER ROOF OVERHANG TYP PROPOSED WIRELESS PLATFORM MOUNTED EQUIPMENT CABINET (TYP OF 2) PROPOSED VERIZON AC PANEL MOUNTED TO PROPOSED SCREEN WALL PROPOSED MIXON TELCO CABINET MOUNTED TO PROPOSED SCREEN WALL O EXISTING STEPS EXISTING STAIRWELL PENTHOUSE SOUTHCENTER BLVD PROPOSED (2) 01 SCHEDULE 40 PVC CONDUIT WITH (3) 1-1/4'11 CORRUGATED INNEROUCT FROM PROP FIBER VAULT AT EDGE OF SOUTHCENTER BLVD TO PROPOSED VAULT AT NE 'CORNER OF PROPERTY INSTALLED BY COMCAST) 0 0 VERI±ON WIRELESS (1 4'0 SCHEDULE INNERDUCT FROM 40 PVC CONDUIT WITHHP((3S) 11-1 rill CORRUGATED DEMARC (AT VERIZON EDUPMEN!) TO PROPOSED FIBER VAULT T NE CORNER Of *INSTALLED BYVERIZ BY t (� ANO OW WIRELESS) PROPOSED VERIZON WIRELESS $1) 4 f SCHEgULE 40 PVC CONDUIT WITN 3) (LiteII CORRUGATE) INNEROUCT FROMFIBER DEMARC (AT VERIZON EQUIPMENT) TO PROPOSED FEBBVAULT AT NE CORNER Of PROPERTY (STUB UP CONDUIT AND ,COP FOR FUTURE VERIZON WIRELESS USE) INSTALLED BY VERIZON WIRELESS) EXISTING RETAINING WALL x / I EXISTING WALL MOUNTED LADDER 2 / I I PROPOSED VERIZON WIRELESS WALL MOUNTED MANUAL TRANSFER SWITCH VERIZON WIRELESS WALL MOUNTED GEN PLUG ' V1 z 03 0 1 CUENT: verizonv IMPLEMENTATION TEAM/CUENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY Al DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED wms0UT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. Al DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, WC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE 4 3 2 PROJECT: 9/07/18 8/29/18 7/18/18 5/17/18 DESCRIPTION ISSUED FOR SUBMITTAL REVISED PER NEW RFDS REVISED PER NEW UCR ISSUED FOR REVIEW SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA. WA 98188 SHEET TITLE PROPOSED UTILITY PLAN PROJECT NUMBER: DRAFTER: BEW REVISION NO: 4 DATE: 5/16/18 PROFESSIONAL OF RECORD BEW SHEET NO: E-1 22'K34' SCALE 1/8 - 1 —0 11'K17' SCALE. 1/18 - 1 -0' a 0 a' PROPOSED UTILITY PLAN 1 Lit-c&y? 1. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE NATIONAL ELECTRIC CODE, NFPA 70 AND THE STATE LAWS. RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES AND EQUIPMENT, ALL LATEST ISSUE AND WITH SPECIFICATIONS PER ASTM 8 231, B 400, ICEA S651-401. ICEA P81-570 AND LOCAL PUD. 2. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT, SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651. 3. WESTERN PLASTICS OR CARLON MANUFACTURER COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE. SOLVENT WESTERN TYPE COMPATIBLE WITH PVC DUCT. 4. ALL CONDUIT BENDS SHALL BE "WIDE SWEEP' TYPE WITH A 24"MINIMUM RADIUS. 5. ALL CONDUIT UNDER ROADS SHALL BE RGS OR PVC ENCASED IN 8"X1 B" RED CONCRETE DUCTBANK. 6. CONDUIT USED INDOORS SHALL BE EMT. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE. SET SCREW FITTINGS ARE NOT PERMITTED. 7 CONDUIT USED ABOVE GROUND OUTDOORS SHALL BE RIGID GALVANIZED STEEL. 8. ALL STUB -UPS SHALL USE RIGID GALVANIZED STEEL CONDUIT. 9. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES PROVIDE HOPE PULLING HAND HOLES AS NEEDED. 10. CONTRACTOR SHALL ENSURE ILC IS PROVIDED WITH (2) INTERNAL TVSS. 11. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATED UNDERGROUND PIPING IN PUBLIC ROW. 12. VERIFY THAT AIC OF THE UTILITY DOES NOT EXCEED THE AIC RATING OF THE PROVIDED EQUIPMENT. IF OVER 10K AIC. PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. 13. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK/MATERIALS, REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES. CABLES. PULL BOXES. CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD. BARRIERS, POLE RISERS. TRENCHING. BACKFILL. PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. NOTE. EQUIPMENT SHALL BE INSTALLED. WIRED PER PLUMBED ARE GUM: verizon MANUFACTURESPECIFICATIONS. � _ /� PROPOSED 200A WAIN [PROPOSED MAt4UAL ancurr BREAKERTRANSFER SWIT � PROPOSED ,�1/-,� �� PROPOSE 2 0 RIGID YETI CONDUIT 3R SOCKET PER URU,Y PR �1) WIWI � PROVIDER POSE FROM PROPO� ViMZON ASS PANd O '\ IMPLEMENTATION g TEAM/CLIENT: LY f,J X PROPOSED 2 e MC WITH FROM �t -..\ ` M Gign EXISTING TRANSFER SNITCH PROPOSED � PLUG PROPOSEDALLOWED. ////// D0 NOT SCALE DRAWNGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ALMS( CONSULTANTS OF ANY ERRORS OR OMISSIONS. N0 VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING. INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. �1 - D of '� 1 Of WA S•f�! f 0 y 00 51134 4? '4ZU AFC! STES. `, ss G PROPOSED L0140 DRIVEN GROUND ROD \ - EXISTING POWER FEED � /ONAL - ELECTRICAL NOTES 5 ;;=K' r ONE -LINE DIAGRAM 4 - r1 . 'I`, Entt_ NOTE SURFACE CONDITIONS SHALL BE RESTORED TO PREVIOUS CONDITION OR BETTER FINISHED GRADE - OCT03 2I11B - - nommunity - - -Development 9/07/18 ISSUED FOR SUBMITTAL iti4 Illi 3 8/29/18 REVISED PER NEW REDS \ :I<1ME 2 7/18/18 REVISED PER NEW UCR HOT DIP GALVANIZED PIPE CLAMP (B-LINE PART N B2016 HDG OR APPROVED EQUAL) HOT DIP GALVANIZED PIPE 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD n%ILA, WA 98188 $ - ! ' unuTY .TAPEIONARY _ COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR _ ... IMPORTED SOIL CLAMP (B-LINE PART # B2031 4•'0 RMC HDG OR APPROVED EQUAL) 1-1/4"0 RMC C•I C•I • - a _ ... .,. ,.:... ..'.. ;. ... S 11I .: IIIQ nIL \ SOOISTURBED . ....,;i,�., b SHEET TITLE: Y UTILITY NOTES AND DETAILS HOT DIP GALVANIZED UNISTRUT (24" LONG) (B-LINE PART # 822 SH-120 HDG OR APPROVED EQUAL) e g \ \ 6" 3/8"0 MASONRY SCREW WITH MINIMUMSCREW ANCMBHD3/8T%3HI-1/2") ART 3" FROM EACH EDGE) "/; C MIN •a I [.--- 4"0 SCHEDULE 40 FIBER CONDUIT COMPACTED SAND Ela \ :t:I� [-- PROJECT NUMBER: - DATE 5/16/18 ELEVATION - DRAFTER: BEW PROFESSIONAL OF RECORD BEN REVISION NO: 4 SHEET NO: E - 2 22•NN34• SCALE: NOT TO SCALE 11-x17- SCALE: NOT TO SCALE NOT USED 3 22-> `- SCALE NOT TO SCALE 1,-X,7- SCALE: NOT TO SCALE CONDUIT WALL MOUNTING 2 22-x34- SCALE: NOT TO ScxE CONDUIT TRENCH ,1-X,7• Sruc• WOf TD �� 1 G/�-oay�.3 EXISTING SIDEWALK TYP PROPOSED VERIZON WIRELESS PANEL ANTENNA MOUNTED TO DOSING PENTHOUSE WALL (TYP OF 2) KEYED NOTES O PROVIDE (1) GROUND INSPECTION WELL WELL SHALL BE CONCRETE WITH A CAST IRON LID, LABELED "GROUND". O PROVIDE 5/8"x10'-O" LONG COPPER CLAD, STEEL GROUND ROD DRIVEN TO 2'-6" BELOW GRADE. MAXIMUM SPACING 15.-0", MINIMUM SPACING 8'-0" ON CENTER. O PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM GEN PLUG TO 3 GROUND ROD. O PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM POWER METER 4 TO GROUND ROD. O PROVIDE (1) /2 SOUD BARE TINNED COPPER CONDUCTOR FROM EACH CABLE 5 TRAY SEGMENT TO THE ADJACENT SEGMENT. • PROVIDE (1) MAIN GROUND BAR MOUNTED TO PARAPET AT TOP OF BUILDING. • PROVIDE (1) MAIN GROUND BAR MOUNTED TO WALL AT BASE OF BUILDING. OPROVIDE (1) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM MAIN GROUND 8 BAR TO EQUIPMENT CABINET. (TYP OF 2 PER CABINET) O PROVIDE GROUND BAR AT EACH END OF CABLE TRAY AND PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM GROUND BAR TO EQUIPMENT BUS BAR. O PROVIDE (2) #2 SOLID BARE TINNED COPPER CONDUCTOR FROM TELCO CABINET 10 TO H-FRAME GROUND BAR. 11 PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM SAFETY BOX TO EXTERNAL H-FRAME GROUND BAR. 12 PROVIDE (1) MAIN GROUND BAR ON H-FRAME. 13 PROVIDE (1) MAIN GROUND BAR AT EQUIPMENT. 14 PROVIDE (1) MAIN GROUND BAR AT EACH SECTOR. O PROVIDE (2) #2 SOLID BARE TINNED COPPER CONDUCTOR FROM GROUND BAR TO 15 GROUND BAR. O PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM AC PANEL TO 16 EXTERNAL H-FRAME GROUND BAR. O PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM MTS TO GROUND 17 ROD. EXISTING — RETAINING WALL EXISTING PARAPET MOUNTED JUNCTION Box TYP PROPOSED VEIZON RALL MOUNTED MTS PROPOSED VENZON muss WALL MOUNTED GEN PLUG 10.-O PROPOSED VIRIZON WIRELESS RRU MOUNTED TO EOST1NG PARAPET (TYP OF 2) SPUTTER/SURGESU Ib1YGP MOUNTED TO EQSTNNG PARAPET EXISTING SPRINT PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) —.EXISTING ROOF ACCESS DOOR EXISTING STAIRWELL PENTHOUSE wwALL MOUNZON TED POWER METER EXISTING STEPS PROPOSED VERIZON WIRELESS SLEEPER MOUNTED COW CABLE TRAY WTH (1) 6x12 HYBRID CABLE PROPOSED VERFDONVIN.L. MOUNTED EQUIPMENT WIRilE CABINET (TYPOF 2) PROPOSED VEWZON--..... WIRELESS STEEL PLATFORM STAIRS VERIZON WIRELESS 18'-Y'�x20' 2 ANTENNA MOUNT/EQUIPMENT PLATFORM EXISTING HVAC PLUMBING LINE EXISTING-�_ HVAC UNIT PROPOSED PANEL ANTENNA MOUNTED TO PROPOSED SCREENED ANTENNA MOUNT (TYP OF 4) ' I I 'I .;.II. •.i�MIIRa s PLATF7JIIM II I inKiPosED I +.I• ... ,.LI MOINi1FD EIDUPMENTI .;I,. CABINET (TYP OF 2) , , I:1 1 . 1 1, Ili 11 ;I I,11 III ,. I :I'1� :1 .1 I..I L I •. PROPOSED I r A I r . i * i . PROPOSED venom WIREEESSI i•II RRUMOUNTED TO PROPOSED ' sa+Eo+ED ANTENNA MOUNT 1 1 1 (TYP OF 4) �� I' i �.,.,). `'� _ � I TO PROPOSED SCREE SUPPRIESSOR ANTENNA MOUNT (TIT OF 2) 1JI11Fr I 1 I rl EXISTING BUILDING `i Il L Ir EXISTING ROOF DRAIN TYP CUENT: verizonv IMPLEMENTATION TEAM/CLIENT: LLYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS 10 WORK SHORN SHML BE IMPLEMENTED WRHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS MID SPECIFICATIONS REMAIN THE PROPERTY Of LYNX CONSULTING. INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCINPTlON rTr tat. 4 - ri�mOnity 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW REDS 2 7/18/18 REVISED PER NEW UCR 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TIRE: PROPOSED GROUNDING PLAN PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 4 SHEET NO: E-3 22'x34' SCALE 3/8'- 1'-0" 11'x17" SCALE: 3/18'm 1'-0' 21 0' 2' PROPOSED GROUNDING PLAN 1 CLIENT: 2'-6' MIN OR 6' BELOW FROST LINE INSPECTION WELL GROUND TESTING LOOP EXOTHERMIC WELD FROM GROUND RING TO GROUND ROD EXOTHERMIC WELD FROM GROUND RING TO GROUND ROD GRADE LEVEL FILL INSPECTION WELL WITH 3/4" CRUSHED STONE OR APPROVED EQUAL TO WITHIN 8" OF TOP EXTERIOR GROUND RING, #2 AWG SOLID BARE TINNED COPPER CONDUCTOR CONCRETE GROUND INSPECTION WELL WITH CAST IRON LID. "GROUND" CAST ONTO LID. (cHRisrY CONCRETE PART #603 APPROVED ORR 5/8"x10'-0" LONG COPPER CLAD GROUND ROD GROUND LINE TO BE A MIN OF 2'-6" BELOW GRADE OR 6" BELOW FROST LINE. WHICHEVER IS DEEPER GROUND LEVEL EXOTHERMIC WELD GROUND RING. #2 AWG SOLID BARE TINNED COPPER CONDUCTOR GROUND ROD 5/8"0x10'-0" LONG COPPER CLAD STEEL ROD EXTERIOR GROUND RING. #2 AWG SOLID BARE TINNED COPPER CONDUCTOR EXOTHERMIC WELD PARALLEL. NO "T. (901 WELDS ALLOWED NO SLAG OR DEFORMITIES ALLOWED MINIMUM BENDING RADIUS 24" TYPICAL JUMPER, #2 AWG SOLID BARE TINNED COPPER CONDUCTOR verizonv IIELEMENTA11 N TEAM/CLIENT: L(LYNX 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL ORAMNGS AND AONSE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MOOWICBI1 IS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS SUES OF NM DRAWINGS ARE SUPERSEDED BY THE LATEST RESIGN. ALL DRAWNGS AND SPECIFICATIONS REIN THE PROPERTY OF LYNX CO SUL:MG. INC. NEITHER LYNX CONSULT IG. NC. NOR INC MCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE OESC PTION SCALE '°0 SCALE SALE GROUND ROD INSPECTION WELL 11"xtr NOT 1 NOTES: 1. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER SPECIFICATIONS FOR THE PREPARATION OF WELDING SURFACES AND THE INSTALLATION CADWELDS. 2. ALL GROUNDING CONNECTIONS OF COPPER TO COPPER AND COPPER TO STEEL CONDUCTORS OF #8 AND LARGER SIZED CONDUCTORS SHALL BE CADWELD EXOTHERMIC WELDED CONNECTIONS. CONDUCTOR SPUCED WITH A CADWELD EXOTHERMIC WELDED CONNECTION SHALL BE CONSIDERED AS A CONTINUOUS CONDUCTOR. 3. ALL GROUNDING CONNECTIONS TO EQUIPMENT SHALL USE 2-HOLE BOLTED LUGS. WHEN THE CONDUCTOR IS p8 OR LARGER. THE LUG SHALL BE JOINED TO THE CONDUCTOR BY THE CADWELD PROCESS, OTHERWISE USE COMPRESSION LUGS. CABLE TO CABLE CONNECTIONS: TYPE TA TYPE XA CABLE TO GROUND ROO CONNECTIONS: TYPE GR TYPE GR (ONE SHOT) TYPE PT TYPE GT CABLE TO STEEL OR CAST IRON CONNECTIONS: TYPE VS TYPE VS (STEEL SURFACE) (STEEL PIPE) TYPE VB TYPE GT (ONE SHOT) TYPE W 5 TYPE GY 22"x34" SCALE NOT TO SCALE 11"x1r SCALE NOT TO SCALE TYPE VN TYPE NC TYPE GL GROUND ROD 4 22 x34" SCALE NOT TO SCALE 11"x17' SCALE: NOT TO SCALE TYP GROUNDING CONNECTION 1. ALL GROUNDING SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS, NEC STANDARDS, LOCAL UTILITY REQUIREMENTS, AND WIRELESS CARRIER'S STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING GROUNDING AND UNDERGROUND INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 3. ALL METALLIC OBJECTS SHALL BE GROUNDED. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 4. ALL OUTDOOR CONNECTIONS TO BE EXOTHERMIC CADWELD, INTERIOR CONNECTIONS CAN BE A PROPERLY APPLIED CRIMP TYPE UNLESS OTHERWISE SPECIFIED. 5. DO NOT INSTALL ANY GROUNDING ELEMENTS OUTSIDE OF THE CARRIER'S LEASE AREA. 6. ALL GROUNDING CONNECTIONS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS TO EARTH. 8 ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT AGENT SUCH AS NO-OX, NOALOX, PENTROX OR KOPR-SHIELD 9. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS OTHERWISE INDICATED. 10. ALL GROUND CONNECTIONS SHALL BE AS SHORT, STRAIGHT AND DIRECT AS POSSIBLE. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS SHALL BE 8" WHEN BENDING IS NECESSARY. USE OF 90' BENDS IN THE PROTECTION OF GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. BENDS SHALL NOT EXCEED 90' IN ANY CIRCUMSTANCE. 11. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 12. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A 'CHOKE POINT". 13. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC WELDED (CADWELD). 14. GROUND RING SHALL BE LOCATED A MINIMUM OF 2.-6- BELOW GRADE OR 6' BELOW THE FROST LINE, WHICHEVER IS GREATER. 15. INSTALL GROUND CONDUCTORS AND GROUND ROD A MINIMUM OF 1.-6- FROM EOUIPMENT PAD. SHELTER FOUNDATION, SPREAD FOOTING, OR FENCE. 16. ALL CONNECTIONS TO THE EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, UNLESS CONNECTING DIRECTLY TO A GROUND ROD. 17. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"0 AND 10.-0"LONG AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 2'-6" BELOW FINAL GRADE OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER. SPACING SHALL BE A MAXIMUM OF 15'-0" AND A MINIMUM OF 8'-0" ON CENTER. 18. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP AND HAVE A VERTICAL SEPARATION OF 6' FOR EVERY ADDITIONAL CONNECTION. 19. GROUND BUS BARS SHALL NOT BE FIELD MODIFIED. 20. ALL GROUND BAR CONNECTIONS SHALL BE 2-HOLE LUG COMPRESSION TYPE. 21. ENSURE ALL MECHANICAL CONDUCTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 22. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. HARDWARE SHALL BE STAINLESS STEEL THROUGHOUT. 23. CONNECTIONS TO THE GROUND BUS BAR SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS BAR ARE PERMITTED. 24. TOWER SHALL BE GROUNDED PER MANUFACTURER'S RECOMMENDATIONS. AT A MINIMUM, THE TOWER SHALL BE GROUNDED IN TWO LOCATIONS. 25 ALL EXTERIOR METALLIC CONDUITS, PIPES, AND CYLINDRICAL OBJECTS SHALL BE BONDED TO THE GROUND CONDUCTOR WITH A PENN-UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP, OR A BURNDY GAR 3900BU SERIES CLAMP ONLY. SUBSTITUTIONS WILL NOT BE ACCEPTED. 26. ALL GALVANIZED SURFACES DAMAGED BY THE EXOTHERMIC WELDING PROCESS SHALL BE REPAIRED USING A ZINC RICH PAINT. 3 frr , ♦s r-- ,. ; _ ©CT_03 2013 4 - Community QQv Inpmant 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA. WA 98188 SHEET TITLE: GROUNDING NOTES AND DETAILS PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 4 SHEET NO: E-4 22"x34" SCALE: NOT TO SCALE 11"x1r SCALE NOT TO SCALE CADWELD (EXOTHERMIC WELD) 2 22'x34" SCALE: NOT TO SCALE 11"x1r SCALE NOT TO SCALE GROUNDING NOTES 1 Lab'-dd S!3 4 NOTES: 1. GROUND CONDUCTORS SHALL BE #2 SOLID BARE TINNED COPPER WIRE UNLESS AN ALTERNATIVE SPECIFICATION IS PROVIDED BY THE EQUIPMENT MANUFACTURER. 2. EQUIPMENT SHALL BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. PROPOSED RRU PROPOSED RAYCAP SURGE (TYP OF 6) SUPPRESSOR/SPLITTER (TYP OF 3) NOTES: 1. GROUND KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 2. GO NOT IWRE S ALL AGROUND KIT AT A BEND. 3. GROUND WIRE SHALL ALWAYS BE DIRECTED DOWNWARDS TO A NEARBY GROUND BUS BAR AND TERMINATE WITH A TWO -HOLE LUG. 4. WEATHER PROOFING SHALL BE INSTALLED PER GROUND KIT MANUFACTURER SPECIFICATIONS. D0 NOT USE COLD SHRINK. 5. AT A MINIMUM. GROUND KITS SHALL BE INSTALLED NEAR THE EQUIPMENT/SHELTER, AT THE BASE OF THE TOWER, AT THE MIDDLE OF THE TOWER AND NEAR THE ANTENNA ON EACH CABLE. CABLE GROUNDING KIT WEATHERPROOFING CABLE CLIENT: venzonv'ii IMPLEMENTATION LI TEAM/CUENT: LY N X _ = = PROPOSED PANEL __ ANTENNA (TYP OF 6) DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE GINS Of ANY ERRORS OR OMISSIONS. NO ADVISE VARIATIONS OR ANTSOfMODIFICATIONS TO WORK WITHOUT PRIOR WRITTEN SHOWN SHALL BE "AIOVS1 ISSUES APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CDNSULTXIC, NOR THE ARCHITECT S OJECf. BE PROVIDING CONSTRUCTION RENEW OF " - I _ = I_� 11 -•T 1 / 1 / ',,, ,- ;� ` ; �� .' PROPOSED #2 SOLID BARE TINNED COPPER CONDUCTOR FROM PROPOSED 11j1111111111111i1111 I�I� .gp,N D - �_ z" TO 2a" �, w4� OF wASH 1j,,,,,INC. � A. NCO tt y .p 'aG 7' 51134 OAN kFGI STfiR�9 `}`4 SSIONAL 6 ANC STRANDED COPPER WIRE WITH GREEN, 600V, ( THWN INSULATION TWO -HOLE LUG EQUIPMENT TO PROPOSED GROUND BUS BAR NEAR ANTENNAS PROPOSED GROUND BUS BAR NEAR PROPOSED ANTENNAS ECG REV DATE DESCRIPTION 22'04' SCALE: N°T 7O SCALE NOT USED 11•X17• SCALE: NOT TO SCALE 6 ZT I-Xx34. sSCALE0 NOT M II° SCALE EQUIPMENT GROUNDING 5 2 -" ; �- NOT' TTOO SCALE CABLE GROUNDING 4 - �---�� ...1,..__.. '' ^'�." • NOTES: 1. ALL HARDWARE SHALL BE 2. FOR GROUND BOND TO STEEL TOOTH WASHER BETWEEN LUG SURFACES WITH KORP-SHIELD 3. ALL HOLES COUNTERSUNK 4. ALL LUGS SHALL 8E DOUBLE 5. HEAT SHRINK ALL OUTDOOR GROUNDING CABLES FROM EQUIPMENT TO GROUND BAR (SEE DETAILS FOR PRESCRIBED CONDUCTOR SIZE) 8-88 AND 1/16" HOLED LUG STAINLESS ONLY: INSERT STEEL, PENETROX CONNECTIONS HEAT LUG STEEL A COAT ALL TYPE "E" SHRINK ALL OUTDOOR NEW 4"x24"x1/4" COPPER CONNECTIONS GROUND BAR. CONSTRUCTION MANAGER TO VERIFY EXACT ALL EQUIPMENT LOCATION AND INSTALLATION GROUNDS TO TERMINATE IN FIELD IN 2-HOLE LUGS - - pp� - y rL+,+ - - 4 c i -O 3 111 !l F - - C ,%pJCi.,'-+1911+ o rn r Unit/ 4 9/07/18 ISSUED FOR SUBMITTAL 3 8/29/18 REVISED PER NEW RFDS 2 7/18/18 REVISED PER NEW UCR 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA H U B BE LL 5301 SOUTHCENTER BLVD ,L TUKWILA, WA 98188 a 0 0 O 0 O 0 O_ 0 0 0 0 O O D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 ` ISOLATOR (TYP OF 2) TYPE HS SHEET TITLE: GROUNDING DETAILS Ie,„...--- #2 AWC SOLID BARE TINNED COPPER CONDUCTOR TO BURIED GROUND RING EXOTHERMIC WELDED TO GROUND BAR 2'-0" (FIELD VERIFY) CADWELD PROJECT NUMBER: - DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: SHEET NO E - 5 22•X34• SCALECALNOT TO SCALE NOT USED 11•X1r SCALE: NOT TO SCALEGROUND 3 1 l xl - o SCALE NOT USED 2 BUS BAR I l id 77. SCALE E NOT o SCALE4 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report PREPARED October 26h, 2018 NOTIFICATION: Notification is not required for a Type 1 land use application. FILE NUMBER: L18-0043; PL 18-0031 APPLICANT: Aileen Zavales, Lynx Consulting Inc, OBO Verizon PROPERTY OWNER: PK Properties LLC REQUEST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify the existing building mounted concealed wireless communications facility by removing one (1) existing power meter abandoned by previous carrier and one (1) existing AC power panel abandoned by previous carrier and adding one (1) power meter, one (1) manual transfer switch, one (1) gen plug, one (1) 18'- 2"x20'-2" screen wall, two (2) equipment cabinets within screened enclosure, two (2) screen wall mounted cabinets, four (4) panel antennas within screened enclosure, two (2) panel antennas flush mounted to existing penthouse, three (3) PCS/AWS RRU's near antennas, three (3) 850/700 RRU's near antennas, one (1) GPS antenna, three (3) outdoor 6-Port raycap splitter/surge suppressors at antennas, three (3) rack mounted 6-port raycap splitter/surge suppressors to proposed cabinet, and three (3) 6x12 hybrid cables. LOCATION: Parcel 1157200140 located at 5301 Southcenter Blvd., 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 Regional Commercial Mixed Use (RCM) DESIGNATION: ZONE DESIGNATION: Regional Commercial Mixed Use (RCM) STAFF: Meredith Sampson, Assistant Planner ATTACHMENTS: Project Plans for Permit L18-004 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov