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HomeMy WebLinkAbout17306 SMOKEY POINT DR_P26-0008_2026 ONCity of Arlington Community & Economic Development January 20, 2026 T-Mobile c/o Christine Contreras (Technology Associates IC Inc) 1455 NW Leary Way, STE 400 Seattle,WA 98107 RE: Eligible Facility Modification Request-T-Mobile- 17306 Smokey Point Dr-APN: 00645300000700 Dear Ms. Contreras: Per Arlington Municipal Code Chapter 20.44.034(h),minor modifications to existing wireless communications facilities and attached wireless communications facilities, whether emergency or routine, are exempt from having to obtain a land use permit so long as there is little or no change in the visual appearance. Minor modifications are those modifications,including the addition of antennas,to permitted wireless and attached wireless communications facilities that meet the requirements set forth in this section,AMC 20.102 and CFR 1.610 Wireless Facilities Modifications. An Eligible Facilities Request means a request for modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station,involving: i. Collocation of new transmission equipment; ii. Removal of transmission equipment; or iii. Replacement of transmission equipment. The site plans submitted to the City on January 7, 2026, meets the above criteria, and complies with the conditions associated with the siting approval. Therefore, the proposed Eligible Facilities Modification is exempt from obtaining a land use permit. If you have any further questions,please feel free to contact meat 360-403-3432 or alawlis@arlingtonwa.gov. Sincerely, Ameresia Lawlis Associate Planner 4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# A26-0008 Parcel # 00645300000700 Building ID Location 17306 SMOKEY POINT DR Permit Type Commercial Permit Use Addition Zone Permit # Subdivision Applicant Name Christine Contreras Address 1455 NW Leary Way, Suite 441 Applicant Email christine.contreras@taec. Phone 4253513392 Cell net Owner Name Ironmount Inc Address 5550 HASTINGS ST STE 2 BURNABY, BC, V5B 1R3 Owner Email Phone Cell Contractor Address Contractor Email Phone Cell Pr---, 1-f - ation Type/Improveme Accessory/Struct nt ure Current Use Proposed Use Current Zoning 0 Proposed Zoning Project Cost 75000 Project Value 75000 Current Use And Proposed Changes Lot Width Lot Depth Map Number Total Area of Building &Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances @ Community Development Online Portal Page 1 of 4 January 13, 2026 10:07AM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height # of Units Load per Floor (Lbs) Sign Dimensions # of Bedrooms # of Bathrooms Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth Material Foundation Information Setbacks Front& Setbacks Right & Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width # of Off Street # of Off Street Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 4 January 13, 2026 10:07AM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone Christine Contreras Applicant 1455 NW Leary Way, 425-351-3392 Suite 441 Ironmount Inc Owner 5550 HASTINGS ST STE 2 BURNABY, BC, V513 1R3 ©Community Development Online Portal Page 3 of 4 January 13, 2026 10:07AM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees January 9, 2026 $2,083.61 $2,083.61 T O T A L $2,083.61 $0.00 $2,083.61 ©Community Development Online Portal Page 4 of 4 January 13, 2026 10:07AM PLANS PREPARED FOR: / ICI \ ��II • / EXISTING BUILDING,TVP \ EXIS TING BUILDING, T Mobile TYP / \\ LANDLORD SIGNATURE 19807 NORTH CREEK PKWY N \ DISCLAIMER BOTHELL,WA 98011 \ THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF \ A CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS, PLANS PREPARED BY: / AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF / \ CONSTRUCTION.TAEC DOES NOT GUARANTEE THE ACCURACY \ / SITE PARCEL NUMBER: \ OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS. \ 00645300000800 Technology Associates \ ASEATTLE MARKET OFFICE \ / / 1455 NW LEARY WAY,STE.400 / \�� SEATTLE,WA 98107 / A \ JURISDICTION APPROVAL SEAL: EXISTING BUILDING,TYR / \ \ O \ \ /�Q V��� \Aq A \ Q�°e� \A / �A �0 EXISTINGASPHALT 67 PARKING LOT&DRIVEWAO• \� / 11 ENGINEERING SEAL: q 7t� \� \ O�� EXISTING DNG, IIe 110 O�� ` \ MM \%. \ \\ EXISTING BUILDING,TYP7210 • �a ` \ 8 `\ SITE PARCEL NUMBER: 00645300000700 `\ JURISDICTION: Q�1 ` EXISTING CONIC CURB,TYR \ \\ CITY OF N ING:TON �� \ 12.23.2025 ZONING: .�``� \ EDGE OF EXISTING ROAD \ \\ HC=HIGHWAY COMMERCIAL P°P� \\ DRAWING NOTICE: EXISTING DRIVEWAY THESE DOCUMENTS ARE CONFIDENTIAL \ \\\ \ AND ARE THE SOLE PROPERTY OF y \ f \ \ T-MOBILE AND MAY NOT BE REPRODUCED, N \ \ \ EXIGLOT&DRIVE � \ D WITHOUT NTHEE PRESS ILE. N PARKING LOT 8 DRIVEWAY \ \ CONSENT OF T-MOBILE. REVISIONS: DESCRIPTION DATE BY REV \ POA� ~ ISSUED FOR 90%NSD CD 11/18/2025 EL A O P!j / = Z w W ISSUED FOR 100%NSD CID 12I23I2025 RKS 0 a e \ \ y SITE NAME: z O SMOKEY PT-VB - COLO SITE NUMBER: \ .�o Q,�e-�9�0 a \ \ , Q�° SE01374A N \ Z ,\\ _ EXISTING EMPTY LOT SITE ADDRESS: 17306 SMOKEY POINT DR NEW T-MOBILE EQUIPMENT&ANTENNA AREA, O FOR ENLARGED SITE PLAN SEE: ARLINGTON,WA 98223 N SHEET DESCRIPTION: Q �� �I \ T°Q� A4 rr SITE PLAN W 2 F \ SHEET NUMBER: O z SITE PLAN zo o ,u' zo' SCALE: 1"=20'-0"(24_ A-1 (OR) 1/2"=20•-0-(".J' vertical ri��.4ge PASS $ V (Tower,71%capacity) (Foundation,50%capacity) DELTA OAM December 17,2025 GROUP John Bozzetto,PE VP of Structural Engineering Vertical Bridge,LLC 750 Park of Commerce Drive, Suite 200 Boca Raton,FL 33487 Subject Comprehensive Structural Analysis Carrier Designation T-Mobile, Colocation Site Number: SE01374A Site Name: Smokey Point-VB Vertical Bridge Designation Site Number: US-WA-5262 Site Name: Smokey Point North Engineering Firm Designation Delta Oaks Group Project Number: STR25-29245-02 Delta Oaks Group Site Number: 47-00175 Site Data 17306 Smokey Point Dr,Arlington, Snohomish County,WA 98223 Latitude: 48.15291E Longitude: -122.18711E Elevation: 124-ftf,Topography Category 1; Exposure Category"C"; Structure Class/Risk Category II; 130-ft Self-Supporting Pole Structure(Monopine) Dear John Bozzetto, To your request, we present our comprehensive structural analysis. Our work indicates that with the proposed appurtenance configuration,the tower and foundation will satisfy the structural strength requirements of ANSI/TIA- 222-H/2021 Washington State Building Code (2021 IBC)/ASCE 7-16 for: • V=98-mph three-second gust basic design wind speed[per ASCE 7-16] • 30-mph three-second gust basic wind speed with 1.0-in radial ice • Earthquake design parameters and loading,per USGS Ground Motion Parameter Calculator(ASCE 7-16) and industry standard,respectively, including: o S,= 1.07g, S1 =0.382g Delta Oaks Group appreciates the opportunity to be of service to Vertical Bridge. Please do not hesitate to contact us if you have any questions or require any additional information. Sincerely, �N T „Q O John Pham Bandon Compton Structural Engineer I �OC 55856 Reviewed By:UC T URA L �SSlONAI-ECG Exv:s/io/xoxs 2724 Discovery Dr. - Suite 110-120 Delta Oaks Group structural@deltaoaksgroup.com Raleigh-NC-27616 www.deltaoaksgroup.com 919.342.8247 130 ft Self-Supporting Pole Structure(Monopine) December 17, 2025 Delta Oaks Group Project STR25-29245-02 Vertical Bridge Site No. US-WA-5262 Page 2 of 5 Table 1: Existing,Proposed and Reserved A purtenance Configuration Elevation Carrier Mount Equipment Feedlines Location AGL,ft (3) CMA UBTULBULBHH/6517/17/21/21 (3) Sector Frames (3)AIR6472 B77G B77M (2)Fiber AT&T [COMMSCOPE, @128'- 6" (6) 6 126' P/N: (3) Cellmax 120726 AWG DC Inside [Existing] MCG23HDX- (3)Ericsson 4490 135/1312A (4)2" 12M996] (3)Ericsson RRUS 4478 B14 Innerduct (3)Ericsson 4890 1325/1366 2 Ra cap DC9-48-60-24-8C-EV (3) Sector Frames (3)Ericsson AIR3268 [Site Pro 1, (3)Ericsson AIR6419 z Verizon VFA6-SD-S] (6) Commscope NHH-65C-HG-R2B (2) 1.55" 113 [Existing] and Attachment (3)Ericsson 4490 Hybrid Outside Assembly [Site (3)Ericsson RRUS 4890 Pro 1,P/N: (1)Raycap RVZDC-6627-PF-48 MSFAA (3) T-Arms (3) Commscope FFVV-65C-R2-CM 3 T-Mobile [Perfect Vision (3)Nokia AVHA-B41 (2) 1.99" 101 Inside [proposed] PINMPM--TA24- (3)Nokia AHLOB Hybrid ST8 AP19J (3)Nokia AHFII 1. Existing AT&T loading per Construction Drawing by Infinigy,FA#12918864,dated 4/29/2024.Mount model per Mount Analysis Report,by Infinigy, Job#4106-A0001-13,dated 05/16/2024. 2. Existing Verizon loading per tenant application,P-054073 V2,dated 9/17/2024. 3. Proposed T-Mobile loading per tenant application,P-079098,v3,dated 11/24/2025. Table 2: Serviceability Requirements: Limit State Deformations' Elevation Twist Sway Deflection Deflection (AGL,ft) Equipment (deg)2 (deg)2 (in) Limit(in)' Result 130 Structure 0.0131 1.5431 23.960 46.8 Pass 1. See program output for supporting details. 2. Per TIA-222-H Section 2.8.2.1 rotation about the vertical axis(twist)or any horizontal axis(sway)of the structure shall not exceed 4 degrees. 3. Per TIA-222-H Section 2.8.2.2 horizontal displacement shall not exceed 3%of the height of the structure. Table 3: Tower Structure Results Summary,Percent Capacity Utilized' Shaft Section(ft) Percent Capacity Result Connection Capacity Result 130.00—78.5 56 Pass -- -- 78.5—33.5 67 Pass -- -- 33.5—0 69 Pass 71 Pass 1. Detailed results and capacities available in the TNX Tower output attached.Percent utilized less than 105%is considered acceptable. Table 4: Foundation Results,Percent Capacity Utilized Component Percent Utilized Result Foundation Stability 22 Pass Foundation Structure 50 Pass 2724 Discovery Dr. - Suite 110-120 Delta Oaks Group structural@deltaoaksgroup.com Raleigh-NC-27616 www.deltaoaksgroup.com 919.342.8247 130 ft Self-Supporting Pole Structure(Monopine) December 17, 2025 Delta Oaks Group Project STR25-29245-02 Vertical Bridge Site No. US-WA-5262 Page 3 of 5 ASSUMPTIONS This Comprehensive Structural Analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. Delta Oaks Group ("DOG") has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed based on industry standards. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable, are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to f5' AGL, antenna size accurate to f3.3 SF, and coax equal to the number of existing antennas without reserve. 11. Unless otherwise noted, documents reviewed and used in this structural analysis were provided by CLIENT. 12. The proposed coax shall be installed per the attached coax layout plan,Feed Line Plan. 13. Leg A is determined per best industry practice. If any of these assumptions are not valid or have been made in error,this analysis may be affected,and DOG should be allowed to review any new information to determine its effect on the structural integrity of the tower. 2724 Discovery Dr. • Suite 110-120 Delta Oaks Group structural@deltaoaksgroup.com Raleigh•NC•27616 www.deltaoaksgroup.com 919.342.8247 130 ft Self-Supporting Pole Structure(Monopine) December 17, 2025 Delta Oaks Group Project STR25-29245-02 Vertical Bridge Site No. US-WA-5262 Page 4 of 5 DISCLAIMER OF WARRANTIES Delta Oaks Group ("DOG") has not necessarily performed a detailed site visit to the tower to verify the member sizes or antenna/coax loading. Even if a site visit was performed, it is possible that the tower configuration, components, and/or loading has been modified since said site visit. Therefore, if the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation,nor does this report replace a full tower inspection. The tower and foundations are assumed to be in good condition, twist free, and plumb and are also assumed to have been properly fabricated, erected and maintained. The engineering services rendered by DOG in connection with this Comprehensive Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied.No allowance was made for any damaged,bent,missing, loose, or rusted members(above and below ground). No allowance was made for loose bolts or cracked welds. This report does not include an analysis of the fabrication of the structure(including welding). As it is not feasible to attain all the detailed information necessary to perform a thorough analysis of every structural sub-component and connection of an existing tower,DOG provides a limited scope of service that does not verify the adequacy of every weld,plate connection detail, etc. Therefore,the purpose of this report is to assess the capacity of the major tower components regarding the addition of appurtenances, usually accompanied by transmission lines, to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the specified code recommended amount,if any,that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions,proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from DOG, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc.,have not been designed or detailed as a part of our work. DOG makes no warranties, expressed and/or implied, in connection with this report and disclaim any liability arising from material, fabrication, and erection of this tower. 2724 Discovery Dr. • Suite 110-120 Delta Oaks Group structural@deltaoaksgroup.com Raleigh•NC•27616 www.deltaoaksgroup.com 919.342.8247 130 ft Self-Supporting Pole Structure(Monopine) December 17, 2025 Delta Oaks Group Project STR25-29245-02 Vertical Bridge Site No. US-WA-5262 Page 5 of 5 Attachments: • Document Research Report • Program Input and Output—Wind& Seismic • Anchor Rod&Base Plate Calculations • Foundation Calculations • Tenant Application 2724 Discovery Dr. • Suite 110-120 Delta Oaks Group structural@deltaoaksgroup.com Raleigh•NC•27616 www.deltaoaksgroup.com 919.342.8247 Document Research Report Page 1 of 1 DELTA OARS GROUP Project#: STR25-29245-02 Site ID: US-WA-5262 Site Name: Smokey Point North Doc ID Document Name Issued By rIrsssued Issue Date Description 12918864 WSWOR0032932 03-12918864 MRWOR034955_NSB_SN2975_AE201_Final Infinigy �Smartlink 9/21/2022 Construction �CD Rev 2 SS 09.21.2022.pdf Drawings 220032-GE6 US-WA-5262_GEO_010523.pdf Black Smartlink 1/5/2023 Geotechnical mountain Report consulting U1408.546.231 US-WA-5262_TD_013123.pdf Vector Vertical 1/26/2023 Tower and Engineering Bridge Foundation Drawings 12918864 12918864_MRWOR076522_NSB_SN2975_AE201_FCD_Rev3_05.16.2024_S- Infinigy Smartlink 5/16/2024 Construction �S.pdf Drawings 4106-A0001-B 12918864_MRWOR076522 NSB_SN2975_DE125_PASSING Infinigy Smartlink 5/16/2024 Mount MA_05.16.2024_S-S.pdf Analysis Report P-054073 COLOCATION APPLICATION - P-054073.pdf Verizon Vertical 9/17/2024 Tenant Bridge Application STR24-23127- US-WA-5262_20241003_SAR_signed.pdf Delta Oaks Vertical 10/3/2024 Structural 02 Group Bridge Analysis Report P-079098 COLOCATION APPLICATION.pdf T-Mobile Vertical 10/16/2025 Tenant Bridge Application Vertical Tenant P-079098.01 COLOCATION APPLICATION.pdf �T-Mobile �Briclge_F11/24/2025 Application Technology I Construction SE01374A CDs.pdf Associates �T-Mobile 12/1/2025 Drawings 2724 Discovery Dr. - Suite 110-120 Delta Oaks Group structural@deltaoaksgroup.com Raleigh-NC-27616 www.deltaoaksgroup.com 919.342.8247 130.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Pine Branches-4(US-WA-5262) 130-110 (2)Commscope NHH-65C-HG-R2B 113 Ericsson Air6472 B77G B77M w/MP 128.5 w/MP(Verizon) (ATI) (2)Commscope NHH-65C-HG-R2B 113 Ericsson Air6472 B77G B77M w/MP 128.5 w/MP(Verizon) (ATI) Ericsson 4490(Verizon) 113 Ericsson Air6472 B77G B77M w/MP 128.5 Ericsson 4490(Verizon) 113 (An) Ericsson 4490(Verizon) 113 CMA-UBTULBULBHH/6517/17/21/21 126 Ericsson RRUS 4890(Verizon) 113 w/MP(ATI) Ericsson RRUS 4890(Verizon) 113 CMA-UBTULBULBHH/6517/17/21/21 126 Ericsson RRUS 4890(Verizon) 113 w/MP(ATI) CMA-UBTULBULBHH/6517/17/21/21 126 Raycap RVZDC-6627-PF-48(Verizon) 113 w/MP(ATT) Site Pro 1 VFA6-SD-S(Verizon) 113 Cellmax 120726 w/MP(ATI) 126 Site Pro 1 VFA6-SD-S(Verizon) 113 Cellmax 120726 w/MP(ATI) 126 Site Pro 1 VFA6-SD-S(Verizon) 113 Cellmax 120726 w/MP(ATI) 126 MSFAA(Verizon) 113 Ericsson 4490(ATI) 126 Pine Branches-3(US-WA-5262) 110-90 Ericsson 4490(ATI) 126 Commscope FFW-65C-R2-CM WIMP 101 Ericsson 4490(ATI) 126 (T-Mobile) Ericsson RRUS 4478 B14(ATI) 126 Commscope FFW-65C-R2-CM w/MP 101 (T-Mobile) Ericsson RRUS 4478 B14(ATI) 126 Commscope FFW-65C-R2-CM WIMP 101 Ericsson RRUS 4478 B14(ATI) 126 (T-Mobile) Ericsson 4890 B25B66(ATI) 126 Nokia AVHA B41 w/MP(T-Mobile) 101 Ericsson 4890 B25B66(ATI) 126 Nokia AVHA B41 w/MP(T-Mobile) 101 Ericsson 4890 B25B66(ATI) 126 Nokia AVHA B41 w/MP(T-Mobile) 101 78.5 ft Raycap DC9-48-60-24-8C-EV(ATI) 126 Nokia AHLOB(T-Mobile) 101 Raycap DC9-48-60-24-8C-EV(ATI) 126 Nokia AHLOB(T-Mobile) 101 Sector Frame(ATI) 126 Nokia AHLOB(T-Mobile) 101 Sector Frame(ATI) 126 Nokia AHFII(RRU)(T-Mobile) 101 Sector Frame(ATI) 126 Nokia AHFII(RRU)(T-Mobile) 101 Ericsson AIR3268(Verizon) 113 Nokia AHFII(RRU)(T-Mobile) 101 Ericsson AIR3268(Verizon) 113 T-Arm(T-Mobile) 101 O Ericsson AIR3268(Verizon) 113 T-Arm(T-Mobile) 101 Ericsson AIR6419(Verizon) 113 T-Arm(T-Mobile) 101 Ericsson AIR6419(Verizon) 113 FPkne Branches-2(US-WA-5262) 90-70 Ericsson AIR6419(Verizon) 113 Pine Branches-1(US-WA-5262) 70-50 (2)Commscope NHH-65C-HG-R2B 113 w/MP(Verizon) N 33.5 ft M 0.0 ft C O oN DELTA OAKS GROUP Delta Oaks Group lob: US-WA-5262- Smokey Point North 2724 Discovery Drive ProjectsrR25-2s2as-o2 CL11% . .Ausers--rmrr.ovrenxrorN Client verticalBrid Bridge, Drawn by: ham Appd. Raleigh, NC s lP Phone:919-342-8247 Code: TIA-222-H Dale:12/17/25 Scale: NTS Path: Dwg No.E-1 FAX: P:\2a25 Pm'ec[s\2S292Afi 6moke Poinl Norl6 US-WA-5262\6TR\Medals\US-WA-62fi2.e 130.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Pine Branches-4(US-WA-5262) 130-110 CCISeismic(6)dog-feedlines 6 AWG 115 CCISeismic Tower Section 1-1 129.25 Power Trunk From 6 to 126(110ft Ericsson Air6472 B77G B77M WIMP 128.5 to120ft) (ATI) CCISeismic(4)dog-feedlines 2" 115 Ericsson Air6472 B77G B77M w/MP 128.5 Conduit From 6 to 126(11 Oft to120ft) (ATI) CCISeismic Tower Section 1-3 113.5 Ericsson Air6472 B77G B77M w/MP 128.5 Ericsson AIR3268(Verizon) 113 (ATI) Ericsson AIR3268(Verizon) 113 CCISeismic dog Ericsson Air6472 128.5 Ericsson AIR3268(Verizon) 113 B77G B77M w/MP Ericsson AIR6419(Verizon) 113 CCISeismic dog Ericsson Air6472 128.5 Ericsson AIR6419(Verizon) 113 B77G B77M w/MP Ericsson AIR6419(Verizon) 113 CCISeismic dog Ericsson Air6472 128.5 B77G B77M WIMP (2)Commscope NHH-65C-HG-R2B 113 w/MP(Verizon) CMA-UBTULBULBHH/6517/17/21/21 126 (2)Commscope NHH-65C-HG-R2B 113 w/MP(ATI) w/MP(Verizon) Cellmax 120726 w/MP(ATI) 126 (2)Commscope NHH-65C-HG-R2B 113 Cellmax 120726 w/MP(ATT) 126 WIMP(Verizon) Cellmax 120726 w/MP(ATT) 126 Ericsson 4490(Verizon) 113 Ericsson 4490(ATI) 126 Ericsson 4490(Verizon) 113 Ericsson 4490(ATI) 126 Ericsson 4490(Verizon) 113 Ericsson 4490(ATT) 126 Ericsson RRUS 4890(Verizon) 113 Ericsson RRUS 4478 B14(ATT) 126 Ericsson RRUS 4890(Verizon) 113 Ericsson RRUS 4478 B14(ATI) 126 Ericsson RRUS 4890(Verizon) 113 Ericsson RRUS 4478 B14(ATT) 126 Raycap RVZDC-6627-PF-48(Verizon) 113 78.5 ft Ericsson 4890 B25/B66(ATT) 126 Site Pro 1 VFA6-SD-S(Verizon) 113 Ericsson 4890 B25/B66(ATI) 126 Site Pro 1 VFA6-SD-S(Verizon) 113 Ericsson 4890 B25/B66(ATT) 126 Site Pro 1 VFA6-SD-S(Verizon) 113 Raycap DC9-48-60-24-8C-EV(ATT) 126 MSFAA(Verizon) 113 Raycap DC9-48-60-24-8C-EV(ATI) 126 CCISeismic dog Ericsson AIR3268 113 Sector Frame(ATT) 126 CCISeismic dog Ericsson AIR3268 113 Sector Frame(ATT) 126 CCISeismic dog Ericsson AIR3268 113 Sector Frame(ATT) 126 CCISeismic dog Ericsson AIR6419 113 O CCISeismic cellmax technologies 126 CCISeismic dog Ericsson AIR6419 113 CMA-U BTU LBU LBH H/6517/17/21/21 w/MP CCISeismic dog Ericsson AIR6419 113 CCISeismic cellmax technologies 126 CCISeismic(2)dog Commscope 113 CMA-UBTULBULBHH/6517/17/21/21 NHH-65C-HG-R2B WIMP w/MP CCISeismic(2)dog Commscope 113 NHH-65C-HG-R2B WIMP w CCISeismic cellmax technologies 126 CMA-UBTULBULBHH/6517/17/21/21 CCISeismic(2)dog Commscope 113 W/MP NHH-65C-HG-R2B WIMP CMA-UBTULBULBHH/6517/17/21/21 126 CCISeismic dog Ericsson 4490 113 w/MP(ATI) CCISeismic dog Ericsson 4490 113 CMA-UBTULBULBHH/6517/17/21/21 126 CCISeismic dog Ericsson 4490 113 w/MP(ATI) CCISeismic dog Ericsson RRUS 4890 113 CCISeismic dog-ant Cellmax 120726 126 CCISeismic dog Ericsson RRUS 4890 113 w/MP CCISeismic dog Ericsson RRUS 4890 113 CCISeismic dog-ant Cellmax 120726 126 CCISeismic dog Raycap 113 w/MP RVZDC-6627-PF-48 CCISeismic dog-ant Cellmax 120726 126 CCISeismic dog-mounts Site Pro 1 113 w/MP VFA6-SD-S CCISeismic dog Ericsson 4490 126 CCISeismic dog-mounts Site Pro 1 113 33.5 ft CCISeismic dog Ericsson 4490 126 VFA6-SD-S CCISeismic dog Ericsson 4490 126 CCISeismic dog-mounts Site Pro 1 113 CCISeismic dog Ericsson RRUS 4478 126 VFA6-SD-S B14 CCISeismic MSFAA 113 CCISeismic dog Ericsson RRUS 4478 126 CCISeismic(2)dog-feedlines 1.55" 111.5 B14 Hybrid From 6 to 113(11 Oft to113ft) CCISeismic dog Ericsson RRUS 4478 126 Pine Branches-3(US-WA-5262) 110-90 B14 CCISeismic(2)dog-feedlines 1.55" 105 CCISeismic dog Ericsson 4890 126 Hybrid From 6 to 113(100ft to110ft) B25/S66 CCISeismic(2)dog-feedlines Fiber 105 CCISeismic dog Ericsson 4890 126 From 6 to 126(100ft toll Oft) M B25/B66 CCISeismic(6)dog-feedlines 6 AWG 105 CCISeismic dog Ericsson 4890 126 Power Trunk From 6 to 126(100ft B25/B66 to110ft) CCISeismic dog Raycap 126 CCISeismic(4)dog-feedlines 2" 105 DC9-48-60-24-8C-EV Conduit From 6 to 126(100ft to110ft) CCISeismic dog Raycap 126 CCISeismic Tower Section 1-4 103.5 DC9-48-60-24-8C-EV Nokia AVHA B41 w/MP(T-Mobile) 101 CCISeismic dog-mounts Sector Frame 126 Nokia AHFII(RRU)(T-Mobile) 101 CCISeismic dog-mounts Sector Frame 126 Nokia AHFII(RRU)(T-Mobile) 101 CCISeismic dog-mounts Sector Frame 126 T-Arm(T-Mobile) 101 0.0 ft CCISeismic Tower Section 1-2 123.5 T-Arm(T-Mobile) 101 CCISeismic(2)dog-feedlines Fiber 123 T-Arm(T-Mobile) 101 From 6 to 126(12011 to126ft) CCISeismic(6)dog-feedlines 6AWG 123 Commscope FFW-650-R2-CM w/MP 101 Power Trunk From 6 to 126(120ft (T-Mobile) to126ft) Nokia AHFII(RRU)(T-Mobile) 101 o CCISeismic(4)dog-feedlines 2" 123 Commscope FFW-65C-R2-CM w/MP 101 Conduit From 6 to 126(120ft to126ft) (T-Mobile) ro CCISeismic(a)Pine Branches-4 120 CCISeismic dog Commscope 101 (US-WA-5262) FFW-65C-R2-CM w/MP CCISeismic(2)dog-feedlines Fiber 115 CCISeismic dog Commscope 101 From 6 to 126(11 Oft 4207 FFW-65C-R2-CM w/MP ob: Hh DELTA OAKS GROUP - - - mo ey om o 2724 Discovery Drive Project:STR25-29245-02 CLIENT FOCUSED--EMPLOYEE DRIVEN 1 Client:VertiGal Bridge,LLC Drawnby:• ham App'd: Raleigh, NC 9 P Phone:919-342-8247 Code: TIA-222-H Date,12/17/25 Scale: NTS FAX: Path: Dwg No.E-1 130.0 ft F1 H[P i'r, MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 165 ksi 180 ksi ;F1 . Ir F1 n TOWER DESIGN NOTES 1. Tower is located in Snohomish County,Washington. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 98 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to increase g O g in thickness with height. N L m 5. Deflections are based upon a 60 mph wind. N 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:68.8% 78.5 ft O m N O O N O Q N ih N ALL REACTIONS ARE FACTORED AXIAL 47496/b SHEAR MOMENT 44481b 472908 Ib-ft 33.5 ft TORQUE 2 Ib-ft SEISMIC AXIAL 59898 Ib O SHEAR MOMENT 6017lb � 546011lb-ft cq a c TORQUE 4451b-ft e 30 mph WIND-1.0000 in ICE AXIAL 41601 Ib SHEAR MOMENT 45168/b 40815181b-ft 0.0 ft TORQUE 4977 Ib-ft REACTIONS-98 mph WIND y N fn — OI C t N C J N N a a d 0 C' a rn m 'd N J Z H co H m (7 2i DELTA OAKS GROUP Delta Oaks Group lob:US-WA-5262- Smokey Point North 2724 Discovery Drive ProjectsrR25-2s2a5-o2 / CLIENT FocusED--CMecoli iuvrN client:Vertical Bridge,LLC Drawn by:• ham App'd: Raleigh, NC g 1P Phone:919-342-8247 Code: TIA-222-H Date:12/17/25 1 Scale: NTS FAX: Path: Dwg No.E-1 tnxTower Job US-WA-5262- Smokey Point North Pa9e 1 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 2 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discavery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham P Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides Tower Input Data LI 130.00-78.50 51.50 5.00 18 22.0000 35.9645 0.2500 1.0000 A572-65 (65 ksi) L2 78.50-33.50 50.00 6.50 18 34.1087 47.6665 0.3750 1.5000 A572-65 The tower is a monopole. (65 ksi) P L3 33.50-0.00 40.00 18 45.1540 56.0002 0.4375 1.7500 A572-65 This tower is designed using the TIA-222-H standard. 165 ksi) The following design criteria apply: Tower is located in Snohomish County,Washington. Tower base elevation above sea level:124.00 ft. Basic wind speed of 98 mph.Risk Category II. Tapered Pole Properties Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Section Tip Dia. Area 1 C I/C i RIQ wit Topographic Category:1. in L1 22.3008 172586 1031.4832 7.7212 11.1760 92.2945 2064.3237 8.6310 3.4320 13.728 Crest Height:0.00 ft. 36.4807 28.3395 4566.8643 12.6786 18.2700 249.9657 9139.7377 14.1724 5.8898 23.559 Nominal ice thickness of 1.0000 in. L2 35.9537 40.1516 5772.5601 11.9755 17.3272 333.1496 11552.7159 20.0796 5.3431 14.248 Ice thickness is considered to increase with height. 48.3440 56.2887 15904.6790 16.7885 24.2146 656.8224 31830.2858 28.1497 7.7293 20.611 Ice density of 56 Cf. L3 47.5728 62.0944 15686.4807 15.8744 22.9382 683.8576 31393.6021 31.0531 7.1771 16.405 �' p 56.7966 77.1558 30093.4829 19.7248 28.4481 1057.8380 60226.5637 38.5852 9.0860 20.768 A wind speed of 30 mph is used in combination with ice. Temperature drop ulated in Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. WeightMult. Double Angle Double Angle Double Angle Deflections calculated using a wind speed of 60 mph. Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt Non-linear(P-delta)analysis was used. (perfa e) A, Spacing Spacing Spacing Pressures are calculated at each section. Diagonals lhartzontals Redundams Stress ratio used in pole design is 1. R Tower analysis based on target reliabilifies in accordance with Annex S. L1 1 1 1 130.00-78.50 Load Modification Factors used:K,s(Fv,)=0.95,Kes(t;)=0.85,K,s(E,and Eh)=1.0. L2 78.50-33.50 1 1 1 Maximum demand-capacity ratio is:1. L3 33.50-0.00 1 1 1 Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Feed Line/Linear Appurtenances-Entered As Round Or Flat Consider Moments-Legs Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Horizontals Assume Rigid Index Plate Ignore Redundant Members in FEA Description Sector Exclude Component Placement Total Number Start/Ead Width or Perimeter Weight Consider Moments-Diagonals Use Clear Spans For Wind Area SR Leg Bolts Resist Compression From Type Number Per Row Position Diameter Use Moment Magnification Use Clear Spans For KL/r All Leg Panels Have Same Allowable Torque ft in in plf Use Code Stress Ratios Retensiom Guys To Initial Tension Offset Girt At Foundation Calculation Use Code Safety Factors-Guys d Bypass Mast Stability Checks q Consider Feed Line Torque 1.55"Hybrid C No Surface Ar 113.00- 2 2 0.000 1.5500 0.75 Escalate Ice d Use Azimuth Dish Coefficients Include Angle Block Shear Check (Verizon) (CaAa) 6.00 0.000 Always Use Max Kz Project Wind Area of Appurtenances Use TIA-222-H Bracing Resist.Exemption Kz In Exposure D Hurricane Region Alternative Appurt.EPA Calculation Use TIA-222-H Tension Splice Exemption Include Bolts In Member Capacity Autocale Torque Arm Area ! Poles Leg Bolts Are At Top Of Section Add IBC.6D+W Combination d Include Shear-Torsion Interaction Feed Line/Linear Appurtenances -Entered As Area Secondary Horizontal Braces Leg d Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets _ SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder J Pole Without Linear Attachments Description Face Allow Exclude Component Placement Total CIAA Weight SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole With Shroud Or No Appurtenances or Shield From Type Number Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Comer Radii Are Known Leg Torque ft ft'I t plj Use Special Wind Profile Calculation Fiber C No No Inside Pole 126.00-6.00 2 No Ice 0.00 0.82 Tapered Pole Section Geometry (AT&T) 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 6 AWG Power C No No Inside Pole 126.00-6.00 6 No Ice 0.00 0.05 Trunk 1/2'.Ice 0.00 0.05 tnxTower Job US-WA-5262- Smokey Point North Pa9e 3 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 4 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham Description Face Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft ftt/ft plf Calculation Note:For pole sections,center of pressure calculations do not consider feed line shielding. (ATM) 1"Ice 0.00 0.05 2"Conduit C No No Inside Pole 126.00-6.00 4 No Ice 0.00 1.00 (AT&T) 1/2"Ice 0.00 1.00 1"Ice 0.00 1.00 1.996 Hybrid C No No Inside Pole 101.00-6.00 2 No Ice 0.00 0.53 Shielding Factor Ka (T-Mobile) 1/2"Ice 0.00 0.53 1"Ice 0.00 0.53 Tower Feed Line De...ttion Feed Line K. A10000 Section RecordNo. Se entElev. NoIceLl 1 1.55"Hybrid 78.50-113.00 1.0000L2 1 1.55"Hybrid 33.50-78.50 1.0000L3 1 1.55"H brid 6.00-33.50 1.0000 Feed Line/Linear Appurtenances Section Areas Tower Tower Face As AF CAAA CAAA Weight Section Elevation In Face Out Face R it, it, it, /F lb L1 130.00-78.50 A 0.000 0.000 0.000 0.000 0.00 User Defined Loads-Seismic B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 10.695 0.000 357.75 L2 78.50-33.50 A 0.000 0.000 0.000 0.000 0.00 Description Elevation Offset Azimuth E, E. E. Et, B 0.000 0.000 0.000 0.000 0.00 From Angle C 0.000 0.000 13.950 0.000 382.50 Centroid L3 33.50-0.00 A 0.000 0.000 0.000 0.000 0.00 it it lb lb lb lb B 0.000 0.000 0.000 0.000 0.00 CCISeismic Tower Section 1-1 129.25 0.00 0.0000 15.22 0.00 0.00 30.10 C 0.000 0.000 8.525 0.000 233.75 CCISeismic Tower Section 1-2 123.50 0.00 0.0000 108.68 0.00 0.00 196.24 CCISeismic Tower Sect on 1-3 113.50 0.00 0.0000 121.22 0.00 0.00 184.86 CCISeismic Tower Section 1-4 103.50 0.00 0.0000 133.75 0.00 0.00 169.61 CCIScismic Tower Section 1-5 93.50 0.00 0.0000 146.29 0.00 0.00 151.39 Feed Line/Linear Appurtenances Section Areas -With Ice CCISeismicTowerSectionl-6 83.50 0.00 0.0000 158.82 0.00 0.00 131.09 CCISeismic Tower Section 2-1 78.50 0.00 0.0000 243.30 0.00 0.00 177.48 CCISeismic Tower Section 2-2 68.50 0.00 0.0000 262.10 0.00 0.00 145.59 Tower Tower Face Ice An 41 CAAA CAA, Weight CCISc ismic Tower Section 2-3 58.50 0.00 0.0000 280.90 0.00 0.00 113.80 Section Elevation Thickness In Face Out Face CCISeismic Tower Section 2-4 48.50 0.00 0.0000 299.70 0.00 0.00 83.45 ft Leg in it, /S Ji' 4i' lb CCIScismic Tower Section 2-5 38.50 0.00 0.0000 318.50 0.00 0.00 55.89 Ll 130.00-78.50 A 0.952 0.000 0.000 0.000 0.000 0.00 CCIScismic Tower Section 3-1 35.00 0.00 0.0000 372.69 0.00 0.00 54.05 B 0.000 0.000 0.000 0.000 0.00 CCIScismic Tower Section 3-2 25.00 0.00 0.0000 394.62 0.00 0.00 29.20 C 0.000 0.000 21.580 0.000 504.66 CCISeismic Tower Section 3-3 15.00 0.00 0.0000 416.56 0.00 0.00 11.10 L2 78.50-33.50 A 0.895 0.000 0.000 0.000 0.000 0.00 CCIScismic Tower Section 3-4 5.00 0.00 0.0000 438.49 0.00 0.00 1.30 B 0.000 0.000 0.000 0.000 0.00 CCISeismic(e)Pine Branches-1 60.00 0.00 0.0000 202.02 0.00 0.00 86.09 C 0.000 0.000 28.148 0.000 574.12 (US-WA-5262) L3 33.50-0.00 A 0.794 0.000 0.000 0.000 0.000 0.00 CCISeismic(e)Pine Branches-2 80.00 0.00 0.0000 160.93 0.00 0.00 121.92 B 0.000 0.000 0.000 0.000 0.00 (US-WA-5262) C 0.000 0.000 16.810 0.000 342.48 CCIScismic(e)Pine Branches-3 100.00 0.00 0.0000 123.26 0.00 0.00 145.92 (US-WA-5262) CCISeismic(e)Pine Branches4 120.00 0.00 0.0000 140.38 0.00 0.00 239.31 (US-WA-5262) CCISc ismic cell- 126.00 0.00 0.0000 23.43 0.00 0.00 44.03 Feed Line Center of Pressure technologies C.-UBTULBULBHH/6517/1 7/21/21 w/MP Section Elevation CPI CPz Cps CPz CCISeismic rellmax 126.00 0.00 0.0000 23.43 0.00 0.00 44.03 Ice Ice technologies It in in a in CMA-UBTULBULBHH/6517/1 Ll 130.00-78.50 0.0000 1.9476 0.0000 1.9234 7/21/21 w/MP L2 78.50-33.50 0.0000 2.6490 0.0000 2.6518 CCISeismic cellmax 126.00 0.00 0.0000 23.43 0.00 0.00 44.03 L3 33.50-0.00 0.0000 2.2180 0.0000 2.2682 technologies tnxTower Job US-WA-5262- Smokey Point North Pa9e 5 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 6 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham Description Elevation Offset Azimuth E„ Eu Er, E, Description Elevation Offset Azimuth E„ Eu Er, Er From Angle From Angle Centroid Centroid it ft th lb th lb it it lb lb It lb CMA-UBTULBULBHH/6517/1 CCISeismic dog Ericsson RRUS 113.00 0.00 0.0000 11.64 0.00 0.00 17.60 7/21/21 w/MP 4890 CCISeismic dog Ericsson 128.50 0.00 0.0000 18.83 0.00 0.00 36.80 CCISeismic dog Ericsson RRUS 113.00 0.00 0.0000 11.64 0.00 0.00 17.60 Air6472 B77G B77M w/MP 4890 CCISeismic dog Ericsson 128.50 0.00 0.0000 18.83 0.00 0.00 36.80 CCISeismic dog Ericsson RRUS 113.00 0.00 0.0000 11.64 0.00 0.00 17.60 Air6472 B77G B77M w/MP 4890 CCTSclsmic dog Ericsson 128.50 0.00 0.0000 18.83 0.00 0.00 36.80 CCISeismic dog Raycap 113.00 0.00 0.0000 5.48 0.00 0.00 8.28 Air6472 B77G B77M w/MP RVZDC-6627-PF48 CCISeismic dog-ant Cellmax 126.00 0.00 0.0000 31.77 0.00 0.00 59.70 CCISeismic dog-mounts Site Pro 113.00 0.00 0.0000 62.15 0.00 0.00 93.94 120726 w/MP 1 VFA6-SD-S CCISeismic dog-ant Cellmax 126.00 0.00 0.0000 31.77 0.00 0.00 59.70 CCISeismic dog-mounts Site Pro 113.00 0.00 0.0000 62.15 0.00 0.00 93.94 120726 w/MP 1 VFA6-SD-S CCISeismic dog-ant Cellmax 126.00 0.00 0.0000 31.77 0.00 0.00 59.70 CCISeismic dog-mounts Site Pro 113.00 0.00 0.0000 62.15 0.00 0.00 93.94 120726 w/MP 1 VFA6-SD-S CCISeismic dog Ericsson 4490 126.00 0.00 0.0000 11.71 0.00 0.00 22.01 CCISeismic MSFAA 113.00 0.00 0.0000 59.92 0.00 0.00 90.58 CCISeismic dog Ericsson 4490 126.00 0.00 0.0000 11.71 0.00 0.00 22.01 CCISeismic dog Commscope 101.00 0.00 0.0000 26.14 0.00 0.00 31.57 CCISeismic dog Ericsson 4490 126.00 0.00 0.0000 11.71 0.00 0.00 22.01 FFW-65C-R2-CM w/MP CCISeismic dog Ericsson RRUS 126.00 0.00 0.0000 10.27 0.00 0.00 19.31 CCISeismic dog Commscope 101.00 0.00 0.0000 26.14 0.00 0.00 31.57 4478 B14 FFVV-65C-R2-CM w/MP CCISeismic dog Ericsson RRUS 126.00 0.00 0.0000 10.27 0.00 0.00 19.31 CCISeismic dog Commscope 101.00 0.00 0.0000 26.14 0.00 0.00 31.57 4478 B14 FFVV-65aR2-CM w/MP CCISeismic dog Ericsson RRUS 126.00 0.00 0.0000 10.27 0.00 0.00 19.31 CCISeismic dog Nokia AVHA 101.00 0.00 0.0000 18.58 0.00 0.00 22.43 4478 B14 B41 w/MP CCISeismic dog Ericsson 4890 126.00 0.00 0.0000 11.64 0.00 0.00 21.88 CCISeismic dog Nokia AVHA 101.00 0.00 0.0000 18.58 0.00 0.00 22.43 B25/1166 B41 w/MP CCISeismic dog Ericsson 4890 126.00 0.00 0.0000 11.64 0.00 0.00 21.88 CCISeismic dog Nokia AVHA 101.00 0.00 0.0000 18.58 0.00 0.00 22.43 B251B66 B41 w/MP CCISeismic dog Ericsson 4890 126.00 0.00 0.0000 11.64 0.00 0.00 21.88 CCISeismic dog Nokia A14LOB 101.00 0.00 0.0000 14.14 0.00 0.00 17.08 B25/B66 CCISeismic dog Nokia AHLOB 101.00 0.00 0.0000 14.14 0.00 0.00 17.08 CCISeismic dog Raycap 126.00 0.00 0.0000 4.49 0.00 0.00 8.43 CCISeismic dog Nokia AHLOB 101.00 0.00 0.0000 14.14 0.00 0.00 17.08 DC948-60-24-8C-EV CCISeismic dog Nokia AHFII 101.00 0.00 0.0000 12.26 0.00 0.00 14.80 CCISeismic dog Raycap 126.00 0.00 0.0000 4.49 0.00 0.00 8.43 (RRU) DC9-48-60-24-8C-EV CCISeismic dog Nokia AHFII 101.00 0.00 0.0000 12.26 0.00 0.00 14.80 CCISeismic dog-mounts Sector 126.00 0.00 0.0000 85.60 0.00 0.00 160.88 (RRU) Frame CCISeismic dog Nokia AHFB 101.00 0.00 0.0000 12.26 0.00 0.00 14.80 CCISeismic dog-mounts Sector 126.00 0.00 0.0000 85.60 0.00 0.00 160.88 (RRU) Frame CCISeismic T-Amt 101.00 0.00 0.0000 44.19 0.00 0.00 53.36 CCISeismic dog-mounts Sector 126.00 0.00 0.0000 85.60 0.00 0.00 160.88 CCISeismic T-Arm 101.00 0.00 0.0000 44.19 0.00 0.00 53.36 Frame CCISeismic T-Arm 101.00 0.00 0.0000 44.19 0.00 0.00 53.36 CCISeismic dog Ericsson 113.00 0.00 0.0000 5.14 0.00 0.00 7.76 CCISeismic(2)dog-feedlines 111.50 0.00 0.0000 0.77 0.00 0.00 1.13 AIR3268 1.55"Hybrid From 6 to 113 CCISeismic dog Ericsson 113.00 0.00 0.0000 5.14 0.00 0.00 7.76 (11 Oft tol l3ft) AIR3268 CCISeismic(2)dog-feedlines 105.00 0.00 0.0000 2.57 0.00 0.00 3.35 CCISeismic dog Ericsson 113.00 0.00 0.0000 5.14 0.00 0.00 7.76 1.55"Hybrid From 6 to 113 AIR3268 (100ft tol l Oft) CCISeismic dog Ericsson 113.00 0.00 0.0000 12.16 0.00 0.00 18.37 CCISeismic(2)dog-feedlines 95.00 0.00 0.0000 2.57 0.00 0.00 2.74 AIR6419 1.55"Hybrid From 6 to 113(90ft CCISeismic dog Ericsson 113.00 0.00 0.0000 12.16 0.00 0.00 18.37 m100ft) AIR6419 CCISeismic(2)dog-feedlines 85.00 0.00 0.0000 2.57 0.00 0.00 2.20 CCISeismic dog Ericsson 113.00 0.00 0.0000 12.16 0.00 0.00 18.37 1.55"Hybrid From 6 to 113(80ft AIR6419 to90ft) CCISeismic(2)dog Commscope 113.00 0.00 0.0000 27.39 0.00 0.00 41.41 CCISeismic(2)dog-feedlines 75.00 0.00 0.0000 2.57 0.00 0.00 1.71 NHH-65C-14G-R2B w/MP 1.55"Hybrid From 6 to 113(70ft CCISeismic(2)dog Commscope 113.00 0.00 0.0000 27.39 0.00 0.00 41.41 to80ft) NHH-65C-HG-R2B w/MP CCISeismic(2)dog-feedlines 65.00 0.00 0.0000 2.57 0.00 0.00 1.28 CCISeismic(2)dog Commscope 113.00 0.00 0.0000 27.39 0.00 0.00 41.41 1.55"Hybrid From 6 to 113(60ft NHH-65C-HG-R2B w/MP to70ft) CCISeismic dog Ericsson 4490 113.00 0.00 0.0000 11.71 0.00 0.00 17.70 CCISeismic(2)dog-feedlines 55.00 0.00 0.0000 2.57 0.00 0.00 0.92 CCISeismic dog Ericsson 4490 113.00 0.00 0.0000 11.71 0.00 0.00 17.70 1.55"Hybrid From 6 to 113(50ft CCISeismic dog Ericsson 4490 113.00 0.00 0.0000 11.71 0.00 0.00 17.70 to60ft) tnxTower Job US-WA-5262- Smokey Point North Pa9e 7 of 23 tnxTower Job US-WA-5262- Smokey Point North Pa9e 8 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drtve STR25-29245-02 13:10:11 12/17/25 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham Description Elevation Offset Azimuth E„ Eu Er, E� Deacrlpdou Elevation Offset Azimuth E„ Eu Er, Er From Angle From Angle Centroid Centroid ft ft th 16 It 16 ft it th 16 It 16 CCISeismic(2)dog-feedlines 45.00 0.00 0.0000 2.57 0.00 0.00 0.62 CCISeismic(6)dog-feedlines 6 75.00 0.00 0.0000 0.51 0.00 0.00 0.34 1.55"Hybrid From 6 to 113(40ft AWG Power Trunk From 6 to to50ft) 126(70ft to80ft) CCISeismic(2)dog-feedlines 35.00 0.00 0.0000 2.57 0.00 0.00 0.37 CCISeismic(6)dog-feedlines 6 65.00 0.00 0.0000 0.51 0.00 0.00 0.26 1.55"Hybrid From 6 to 113(30ft AWG Power Trunk From 6 to to40ft) 126(60ft to70ft) CCISeismic(2)dog-feedlines 25.00 0.00 0.0000 2.57 0.00 0.00 0.19 CCISeismic(6)dog-feedlines 6 55.00 0.00 0.0000 0.51 0.00 0.00 0.18 1.55"Hybrid From 6 to 113(20ft AWG Power Trunk From 6 to to30ft) 126(50ft to60ft) CCISeismic(2)dog-feedlines I5.00 0.00 0.0000 2.57 0.00 0.00 0.07 CCISeismic(6)dog-feedlines 6 45.00 0.00 0.0000 0.51 0.00 0.00 0.12 1.55"Hybrid From 6 to 113(1 Oft AWG Power Trunk From 6 to to20ft) 126(40ft to50ft) CCISeismic(2)dog-feedlines 8.00 0.00 0.0000 1.03 0.00 0.00 0.01 CCISeismic(6)dog-feedlines 6 35.00 0.00 0.0000 0.51 0.00 0.00 0.07 1.55"Hybrid From 6 to 113(611 AWG Power Trunk From 6 to tolOft) 126(30ft to40ft) CCISeismic(2)dog-feedlines 123.00 0.00 0.0000 1.68 0.00 0.00 3.02 CCISeismic(6)dog-feedlines 6 25.00 0.00 0.0000 0.51 0.00 0.00 0.04 Fiber From 6 to 126(12011 AWG Power Trunk From 6 to m126ft) 126(20ft to30ft) CCISeismic(2)dog-feedlines 115.00 0.00 0.0000 2.81 0.00 0.00 4.40 CCISeismic(6)dog-feedlines 6 15.00 0.00 0.0000 0.51 0.00 0.00 0.01 Fiber From 6 to 126(110ft AWG Power Trunk From 6 to m12011) 126(10ft to2011) CCISeismic(2)dog-feedlines 105.00 0.00 0.0000 2.81 0.00 0.00 3.66 CCISeismic(6)dog-feedlines 6 8.00 0.00 0.0000 0.21 0.00 0.00 0.00 Fiber From 6 to 126(100ft AWG Power Trunk From 6 to to IOft) 126(6ft to10ft) CCISeismic(2)dog-feedlines 95.00 0.00 0.0000 2.81 0.00 0.00 3.00 CCISeismic(4)dog-feedlines 2" 123.00 0.00 0.0000 4.11 0.00 0.00 7.36 Fiber From 6 to 126(90ft Conduit From 6 to 126(120ft to100ft) to126ft) CCISeismic(2)dog-feedlines 85.00 0.00 0.0000 2.81 0.00 0.00 2.40 CCISeismic(4)dog-feedlines 2" 115.00 0.00 0.0000 6.85 0.00 0.00 10.72 Fiber From 6 to 126(8011 w90ft) Conduit From 6 to 126(11011 CCISeismic(2)dog-feedlines 75.00 0.00 0.0000 2.81 0.00 0.00 1.87 to120ft) Fiber From 6 to 126(70ft WWII) CCISeismic(4)dog-feedlines 2" 105.00 0.00 0.0000 6.85 0.00 0.00 8.94 CCISeismic(2)dog-feedlines 65.00 0.00 0.0000 2.81 0.00 0.00 1.40 Conduit From 6 to 126(100ft Fiber From 6 to 126(60ft to70ft) tu11Oft) CCISeismic(2)dog-feedlines 55.00 0.00 0.0000 2.81 0.00 0.00 1.01 CCISeismic(4)dog-feedlines 2" 95.00 0.00 0.0000 6.85 0.00 0.00 7.32 Fiber From 6 to 126(501106011) Conduit From 6 to 126(90ft CCISeismic(2)dog-feedlines 45.00 0.00 0.0000 2.81 0.00 0.00 0.67 tol00ft) Fiber From 6 to 126(40ft to5011) CCISeismic(4)dog-feedlines 2" 85.00 0.00 0.0000 6.85 0.00 0.00 5.86 CCISeismic(2)dog-feedlines 35.00 0.00 0.0000 2.81 0.00 0.00 0.41 Conduit From 6 to 126(80ft Fiber From 6 to 126(30ft to40ft) to90ft) CCISeismic(2)dog-feedlines 25.00 0.00 0.0000 2.81 0.00 0.00 0.21 CCISeismic(4)dog-feedlines 2" 75.00 0.00 0.0000 6.85 0.00 0.00 4.56 Fiber From 6 to 126(2011 to30ft) Conduit From 6 to 126(70ft CCISeismic(2)dog-feedlines 15.00 0.00 0.0000 2.81 0.00 0.00 0.07 to80ft) Fiber From 6 to 126(IOft to20ft) CCISeismic(4)dog-feedlines 2" 65.00 0.00 0.0000 6.85 0.00 0.00 3.43 CCISeismic(2)dog-feedlines 8.00 0.00 0.0000 1.12 0.00 0.00 0.01 Conduit From 6 to 126(60ft Fiber From 6 to 126(6ft m10ft) to70ft) CCISeismic(6)dog-feedlines 6 123.00 0.00 0.0000 0.31 0.00 0.00 0.55 CCISeismic(4)dog-feedlines 2" 55.00 0.00 0.0000 6.85 0.00 0.00 2.45 AWG Power Trunk From 6 to Conduit From 6 to 126(50ft 126(120ft tol 2611) to60ft) CCISeismic(6)dog-feedlines 6 115.00 0.00 0.0000 0.51 0.00 0.00 0.80 CCISeismic(4)dog-feedlines 2" 45.00 0.00 0.0000 6.85 0.00 0.00 1.64 AWG Power Trunk From 6 to Conduit From 6 to 126(40ft 126(1100,to120ft) to50ft) CCISeismic(6)dog-feedlines 6 105.00 0.00 0.0000 0.51 0.00 0.00 0.67 CCISeismic(4)dog-feedlines 2" 35.00 0.00 0.0000 6.85 0.00 0.00 0.99 AWG Power Trunk From 6 to Conduit From 6 to 126(30ft 126(100ft m110ft) to40ft) CCISeismic(6)dog-feedlines 6 95.00 0.00 0.0000 0.51 0.00 0.00 0.55 CCISeismic(4)dog-feedlines 2" 25.00 0.00 0.0000 6.85 0.00 0.00 0.51 AWG Power Trunk From 6 to Conduit From 6 to 126(20ft 126(90ft tolOOft) to30ft) CCISeismic(6)dog-feedlines 6 85.00 0.00 0.0000 0.51 0.00 0.00 0.44 CCISeismic(4)dog-feedlines 2" 15.00 0.00 0.0000 6.85 0.00 0.00 0.18 AWG Power Trunk From 6 to Conduit From 6 to 126(IOft 126(80ft WWII) to20ft) tnxTower Job US-WA-5262- Smokey Point North Pa9e 9 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 10 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham Description Elevation Offset Azimuth E„ Eu Er, Er Description Face Offset Offsets: Azimuth Placement CAAs C�A,a Weight From Angle or Type Harz Adjustment Front Side Centroid Leg Lateral ft h th lb It lb Vert CCISeismic(4)dog-feedlines 2" 8.00 0.00 0.0000 2.74 0.00 0.00 0.02 ft ° ft fh f8 lb Conduit From 6 to 126(6ft ft tolOft) ft CCISeismic(2)dog-feedlines 100.50 0.00 0.0000 0.18 0.00 0.00 0.22 Pine Branches-4 C None 0.0000 130.00-110.00 No Ice 192.28 192.28 820.00 1.996 Hybrid From 6 to 101 (US-WA-5262) 1/2"Ice 232.28 232.28 1320.00 (100fttololft) P'Ice 272.28 272.28 1820.00 CCISeismic(2)dog-feedlines 95.00 0.00 0.0000 1.81 0.00 0.00 1.94 ***126 AT&T*** 1.996 Hybrid From 6 to 101 CMA-UBTULBULBHH/651 A From Leg 3.00 0.0000 126.00 No Ice 22.95 10.31 136.85 (90fttolooft) 7/17/21/21 w/MP 0.00 1/2"Ice 23.72 11.84 281.75 CCISeismic(2)dog-feedlines 85.00 0.00 0.0000 1.81 0.00 0.00 1.55 (AT&T) 0.00 P Ice 24.49 13.39 435.82 1.996 Hybrid From 6 to 101 CMA-UBTULBULBHH/651 B From Leg 3.00 0.0000 126.00 No Ice 22.95 10.31 136.85 (80ft to90ft) 7/17/21/21 w/MP 0.00 1/2"Ice 23.72 11.84 281.75 CCISeismic(2)dog-feedlines 75.00 0.00 0.0000 1.81 0.00 0.00 1.21 (AT&T) 0.00 1"Ice 24.49 13.39 435.82 1.996 Hybrid From 6 to 101 CMA-UBTULBULBHH/651 C From Leg 3.00 0.0000 126.00 No Ice 22.95 10.31 136.85 (70ft W80ft) 7/17/21/21 w/MP 0.00 1/2"Ice 23.72 11.84 281.75 CCISeismic(2)dog-feedlines 65.00 0.00 0.0000 1.81 0.00 0.00 0.91 (AT&T) 0.00 P Ice 24.49 13.39 435.82 1.996 Hybrid From 6 to 101 Ericsson Air6472 B77G A From Leg 3.00 0.0000 128.50 No Ice 4.90 3.05 109.96 (60ft to70ft) B77M w/MP 0.00 1/2"Ice 5.19 3.48 153.33 CCISeismic(2)dog-feedlines 55.00 0.00 0.0000 1.81 0.00 0.00 0.65 (AT&T) 0.00 1"Ice 5.50 3.92 201.31 1.996 Hybrid From 6 to 101 Ericsson Air6472 B77G B From Leg 3.00 0.0000 128.50 No Ice 4.90 3.05 109.96 (50ft WWII) B77M VW 0.00 1/2"Ice 5.19 3.48 153.33 CCISeismic(2)dog-feedlines 45.00 0.00 0.0000 1.81 0.00 0.00 0.43 (AT&T) 0.00 P'Ice 5.50 3.92 201.31 1.996 Hybrid From 6 to 101 Ericsson Air6472 B77G C From Leg 3.00 0.0000 128.50 No Ice 4.90 3.05 109.96 (40ft to50ft) B77M w/MP 0.00 1/2"Ice 5.19 3.48 153.33 CCISeismic(2)dog-feedlines 35.00 0.00 0.0000 LSI 0.00 0.00 0.26 (AT&T) 0.00 P Ice 5.50 3.92 201.31 1.996 Hybrid From 6 to 101 Cellmax 120726 w/MP A From Leg 3.00 0.0000 126.00 No Ice 20.27 10.10 185.55 (30ft to40ft) (AT&T) 0.00 1/2"Ice 20.91 11.42 315.16 CCISeismic(2)dog-feedlines 25.00 0.00 0.0000 1.81 0.00 0.00 0.13 0.00 P Ice 21.57 12.46 453.71 1.996 Hybrid From 6 to 101 Cellmax 120726 w/MP B From Leg 3.00 0.0000 126.00 No Ice 20.27 10.10 185.55 (20ft to30ft) (AT&T) 0.00 1/2"Ice 20.91 11.42 315.16 CCISeismic(2)dog-feedlines 15.00 0.00 0.0000 1.81 0.00 0.00 0.05 0.00 1"Ice 21.57 12.46 453.71 1.996 Hybrid From 6 to 101 Cellmax 120726 w/MP C From Leg 3.00 0.0000 126.00 No Ice 20.27 10.10 185.55 (10ftto20ft) (AT&T) 0.00 1/2"Ice 20.91 11.42 315.16 CCISeismic(2)dog-feedlines 8.00 0.00 0.0000 0.73 0.00 0.00 0.01 0.00 1"Ice 21.57 12.46 453.71 1.996 Hybrid From 6 to 101(6ft Ericsson 4490 A From Leg 3.00 0.0000 126.00 No Ice 2.20 0.86 68.40 toloft) (AT&T) 0.00 1/2"Ice 2.39 0.98 85.46 0.00 P Ice 2.58 1.11 105.26 Ericsson 4490 B From Leg 3.00 0.0000 126.00 No Ice 2.20 0.86 68.40 (AT&T) 0.00 1/2"Ice 2.39 0.98 85.46 0.00 1"Ice 2.58 1.11 105.26 Ericsson 4490 C From Leg 3.00 0.0000 126.00 No Ice 2.20 0.86 68.40 Discrete Tower Loads (AT&T) 0.00 1/2"Ice 2.39 0.98 85.46 0.00 P Ice 2.58 1.11 105.26 Description Face Offset Offsets: Azimuth Placement CtAA CA, Weight Ericsson RRUS 4478 B 14 A From Leg 3.00 0.0000 126.00 No Ice 1.84 0.96 60.00 or Type Harz Adjustment Front Side (AT&T) 0.00 1/2"Ice 2.01 1.10 75.18 Leg Lateral 0.00 1"Ice 2.19 1.24 92.94 Vert Ericsson RRUS 4478 B 14 B From Leg 3.00 0.0000 126.00 No Ice 1.84 0.96 60.00 ft ° ft fix ff lb (AT&T) 0.00 1/2"Ice 2.01 1.10 75.18 ft 0.00 1"Ice 2.19 1.24 92.94 /t Ericsson RRUS 4478 B 14 C From Leg 3.00 0.0000 126.00 No Ice 1.84 0.96 60.00 Pine Branches-1 C None 0.0000 70.00-50.00 No Ice 304.07 304.07 1180.00 (AT&T) 0.00 1/2"Ice 2.01 1.10 75.18 (US-WA-5262) 1/2"Ice 354.07 354.07 1680.00 0.00 1"Ice 2.19 1.24 92.94 1"Ice 404.07 404.07 2180.00 Ericsson 4890 1325B66 A From Leg 3.00 0.0000 126.00 No Ice 2.20 0.87 68.00 Pine Branches-2 C None 0.0000 90.00-70.00 No Ice 243.91 243.91 940.00 (AT&T) 0.00 1/2"Ice 2.39 0.99 85.17 (US-WA-5262) 1/2"Ice 288.91 288.91 1440.00 0.00 1"Ice 2.58 1.13 105.09 P Ice 333.91 333.91 1940.00 Ericsson 4890 1325B66 B From Leg 3.00 0.0000 126.00 No Ice 2.20 0.87 68.00 Pine Branches-3 C None 0.0000 110.00-90.00 No Ice 163.11 163.11 720.00 (AT&T) 0.00 1/2"Ice 2.39 0.99 85.17 (US-WA-5262) 1/2"Ice 203.11 203.11 1220.00 0.00 1"Ice 2.58 1.13 105.09 1"Ice 243.11 243.11 1720.00 Ericsson 4890 1325B66 C From Leg 3.00 0.0000 126.00 No Ice 2.20 0.87 68.00 (AT&T) 0.00 1/2"Ice 2.39 0.99 85.17 tnxTower Job US-WA-5262- Smokey Point North Pa9e 11 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 12 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham Description Face Offset Offsets: Azimuth Placement CAA1 C�Aa Weight Description Face Offset Offsets: Azimuth Placement CA, C�Aa Weight or Type Horz Adjustment Front Side or Type Harz Adjustment Front Side Leg Lateral Leg Lateral Vert Vert f I ftr I lb f l ftr I lb ft ft It It 0.00 1"Ice 2.58 1.13 105.09 Ericsson RRUS 4890 B From Leg 3.00 0.0000 113.00 No Ice 2.20 0.88 68.00 Raycap A From Leg 3.00 0.0000 126.00 No Ice 2.74 3.65 26.20 (Verizon) 0.00 1/2"Ice 2.39 1.01 85.27 DC9-48-60-24-8C-EV 0.00 1/2"Ice 2.96 3.91 57.28 0.00 V Ice 2.58 1.14 105.31 (AT&T) 0.00 1"Ice 3.20 4.17 92.16 Ericsson RRUS 4890 C From Leg 3.00 0.0000 113.00 No Ice 2.20 0.88 68.00 Raycap B From Leg 3.00 0.0000 126.00 No Ice 2.74 3.65 26.20 (Verizon) 0.00 1/2"Ice 2.39 1.01 85.27 DC9-48-60-24-8C-EV 0.00 1/2"Ice 2.96 3.91 57.28 0.00 P Ice 2.58 1.14 105.31 (AT&T) 0.00 P Ice 3.20 4.17 92.16 Raycap RVZDC-6627-PF-48 C From Leg 3.00 0.0000 113.00 No Ice 4.06 3.10 32.00 Sector Frame A From Leg 1.50 0.0000 126.00 No Ice 10.00 5.00 500.00 (Verizon) 0.00 1/2"Ice 4.32 3.34 68.49 (AT&T) 0.00 1/2"Ice 13.50 8.00 625.00 0.00 1"Ice 4.58 3.58 108.97 0.00 1"Ice 17.00 11.00 800.00 Site Pro 1 VFA6-SD-S A From Leg 1.50 0.0000 113.00 No Ice 7.90 6.40 363.00 Sector Frame B From Leg 1.50 0.0000 126.00 No Ice 10.00 5.00 500.00 (Verizon) 0.00 1/2"Ice 12.00 10.00 432.00 (AT&T) 0.00 1/2"Ice 13.50 8.00 625.00 0.00 P'Ice 15.40 13.50 541.00 0.00 P'Ice 17.00 11.00 800.00 Site Pro 1 VFA6-SD-S B From Leg 1.50 0.0000 113.00 No Ice 7.90 6.40 363.00 Sector Frame C From Leg 1.50 0.0000 126.00 No Ice 10.00 5.00 500.00 (Verizon) 0.00 1/2"Ice 12.00 10.00 432.00 (AT&T) 0.00 1/2"Ice 13.50 8.00 625.00 0.00 1"Ice 15.40 13.50 541.00 0.00 P Ice 17.00 11.00 800.00 Site Pro 1 VFA6-SD-S C From Leg 1.50 0.0000 113.00 No Ice 7.90 6.40 363.00 ssssssssss (Verizon) 0.00 1/2"Ice 12.00 10.00 432.00 ***113 Verizon*** 0.00 P'Ice 15.40 13.50 541.00 Ericsson AIR3268 A From Leg 3.00 0.0000 113.00 No Ice 2.62 0.97 30.00 MSFAA C None 0.0000 113.00 No Ice 2.00 2.00 350.00 (Verizon) 0.00 1/2"Ice 2.83 1.11 49.53 (Verizon) 1/2"Ice 3.00 3.00 525.00 0.00 P'Ice 3.04 1.27 69.92 P'Ice 4.00 4.00 700.00 Ericsson AIR3268 B From Leg 3.00 0.0000 113.00 No Ice 2.62 0.97 30.00 ********** (Verizon) 0.00 1/2"Ice 2.83 1.11 49.53 Commscope A From Leg 3.00 0.0000 101.00 No Ice 21.14 11.27 152.70 0.00 VIce 3.04 1.27 69.92 FFW-65C-R2-CM w/MP 0.00 1/2"Ice 21.79 12.70 293.86 Ericsson AIR3268 C From Leg 3.00 0.0000 113.00 No Ice 2.62 0.97 30.00 (T-Mobile) 0.00 P Ice 22.45 13.98 444.12 (Verizon) 0.00 1/2"Ice 2.83 1.11 49.53 Commscope B From Leg 3.00 0.0000 101.00 No Ice 21.14 11.27 152.70 0.00 P Ice 3.04 1.27 69.92 FFW-65C-R2-CM w/MP 0.00 1/2"Ice 21.79 12.70 293.86 Ericsson AIR6419 A From Leg 3.00 0.0000 113.00 No Ice 3.80 1.96 71.00 (T-Mobile) 0.00 V Ice 22.45 13.98 444.12 (Verizon) 0.00 1/2"Ice 4.05 2.16 99.01 Commscope C From Leg 3.00 0.0000 101.00 No Ice 21.14 11.27 152.70 0.00 P'Ice 4.31 2.36 130.61 FFW-65C-R2-CM w/MP 0.00 1/2"Ice 21.79 12.70 293.86 Ericsson AIR6419 B From Leg 3.00 0.0000 113.00 No Ice 3.80 1.96 71.00 (T-Mobile) 0.00 V Ice 22.45 13.98 444.12 (Verizon) 0.00 1/2"Ice 4.05 2.16 99.01 Nokia AVHA B41 w/MP A From Leg 3.00 0.0000 101.00 No Ice 7.88 4.42 108.50 0.00 V Ice 4.31 2.36 130.61 (T-Mobile) 0.00 1/2"Ice 8.71 5.50 172.34 Ericsson AIR6419 C From Leg 3.00 0.0000 113.00 No Ice 3.80 1.96 71.00 0.00 P Ice 9.45 6.43 241.15 (Verizon) 0.00 1/2"Ice 4.05 2.16 99.01 Nokia AVHA B41 w/MP B From Leg 3.00 0.0000 101.00 No Ice 7.88 4.42 108.50 0.00 V Ice 4.31 2.36 130.61 (T-Mobile) 0.00 1/2"Ice 8.71 5.50 172.34 (2)Commscope A From Leg 3.00 0.0000 113.00 No Ice 11.35 9.55 80.00 0.00 1"Ice 9.45 6.43 241.15 NHH-65C-HG-R2B w/MP 0.00 1/2"Ice 11.96 10.96 169.48 Nokia AVHA B41 w/MP C From Leg 3.00 0.0000 101.00 No Ice 7.88 4.42 108.50 (Verizon) 0.00 V Ice 12.59 12.23 265.69 (T-Mobile) 0.00 1/2"Ice 8.71 5.50 172.34 (2)Corn-scope B From Leg 3.00 0.0000 113.00 No Ice 11.35 9.55 80.00 0.00 P Ice 9.45 6.43 241.15 NHH-65C-HG-R2B w/MP 0.00 1/2"Ice 11.96 10.96 169.48 Nokia AHLOB A From Leg 3.00 0.0000 101.00 No Ice 2.89 1.21 82.60 (Verizon) 0.00 1"Ice 12.59 12.23 265.69 (T-Mobile) 0.00 1/2"Ice 3.11 1.38 102.00 (2)Commsoope C From Leg 3.00 0.0000 113.00 No Ice 11.35 9.55 80.00 0.00 V Ice 3.34 1.55 124.46 NHH-65C-HG-R2B w/MP 0.00 1/2"Ice 11.96 10.96 169.48 Nokia AHLOB B From Leg 3.00 0.0000 101.00 No Ice 2.89 1.21 82.60 (Verizon) 0.00 P'Ice 12.59 12.23 265.69 (T-Mobile) 0.00 1/2"Ice 3.11 1.38 102.00 Ericsson 4490 A From Leg 3.00 0.0000 113.00 No Ice 2.20 0.86 68.40 0.00 1"Ice 3.34 1.55 124.46 (Verizon) 0.00 1/2"Ice 2.39 0.98 85.46 Nokia AHLOB C From Leg 3.00 0.0000 101.00 No Ice 2.89 1.21 82.60 0.00 1"Ice 2.58 1.11 105.26 (T-Mobile) 0.00 1/2"Ice 3.11 1.38 102.00 Ericsson 4490 B From Leg 3.00 0.0000 113.00 No Ice 2.20 0.86 68.40 0.00 V Ice 3.34 1.55 124.46 (Verizon) 0.00 1/2"Ice 2.39 0.98 85.46 Nokia AHFII(RRU) A From Leg 3.00 0.0000 101.00 No Ice 3.21 1.36 71.60 0.00 P Ice 2.58 1.11 105.26 (T-Mobile) 0.00 1/2"Ice 3.45 1.54 93.24 Ericsson 4490 C From Leg 3.00 0.0000 113.00 No Ice 2.20 0.86 68.40 0.00 V Ice 3.69 1.73 118.11 (Verizon) 0.00 1/2"Ice 2.39 0.98 85.46 Nokia AHFII(RRU) B From Leg 3.00 0.0000 101.00 No Ice 3.21 1.36 71.60 0.00 1"Ice 2.58 1.11 105.26 (T-Mobile) 0.00 1/2"Ice 3.45 1.54 93.24 Ericsson RRUS 4890 A From Leg 3.00 0.0000 113.00 No Ice 2.20 0.88 68.00 0.00 V Ice 3.69 1.73 118.11 (Verizon) 0.00 1/2"Ice 2.39 1.01 85.27 Nokia AHFII(RRU) C From Leg 3.00 0.0000 101.00 No Ice 3.21 1.36 71.60 0.00 P Ice 2.58 1.14 105.31 (T-Mobile) 0.00 1/2"Ice 3.45 1.54 93.24 tnxTower Job US-WA-5262- Smokey Point North Pa9e 13 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 14 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham Description Face Offset Offsets: Azimuth Placement CAAI C�Aa Weight Comb. Description or Type Harz Adjustment Front Side No. Leg Lateral 36 1.2 Dead+1.0 Wind 270 deg+1.0 lce+1.0 Temp Vert 37 1.2 Dead+1.0 Wind 300 deg+1.0 lcc+1.0 Temp ft ° Jt fly f+' lb 38 1.2 Dead+1.0 Wind 330 deg+1.0 lce+1.0 Temp ft 39 Dead+Wind 0 deg-Service It 40 Dead+Wind 30 deg-Service 0.00 l"Ice 3.69 1.73 118.11 41 Dead+Wind 60 deg-Service rm T-A A From Leg 1.50 0.0000 101.00 No Ice 8.67 2.50 258.10 42 Dead+Wind 90 deg-Service (T-Mobile) 0.00 1/2"Ice 10.50 3.20 334.68 43 Dead+Wind 120 deg-Service 0.00 1"Ice 12.40 4.02 430.51 44 Dead+Wind 150 deg-Service T-Arm B From Leg 1.50 0.0000 101.00 No lee 8.67 2.50 258.10 45 Dead+Wind 180 deg-Service (T-Mobile) 0.00 1/2"Ice 10.50 3.20 334.68 46 Dead+Wind 210 deg-Service 0.00 P Ice 12.40 4.02 430.51 47 Dead+Wind 240 deg-Service T-Arm C From Leg 1.50 0.0000 101.00 No Ice 8.67 2.50 258.10 48 Dead+Wind 270 deg-Service (T-Mobile) 0.00 1/2"Ice 10.50 3.20 334.68 49 Dead+Wind 300 deg-Service 0.00 1"Ice 12.40 4.02 430.51 50 Dead+Wind 330 deg-Service 51 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg Load Combinations 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg Comb. Description 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg No. 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 1 Dead Only 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 2 1.2 Dead+1.0 Wind 0 deg-No Ice 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 3 0.9 Dead+1.0 Wind 0 deg-No Ice 65 1.2 Dead+1.0 Ev+1.0 Eh 210 deg 4 1.2 Dead+1.0 Wind 30 deg-No Ice 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 5 0.9 Dead+1.0 Wind 30 deg-No Ice 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 6 1.2 Dead+1.0 Wind 60 deg-No Ice 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 7 0.9 Dead+1.0 Wind 60 deg-No Ice 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 8 1.2 Dead+1.0 Wind 90 deg-No Ice 70 0.9 Dead-1.0 Ev+1.0 Eh 270 deg 9 0.9 Dead+1.0 Wind 90 deg-No Ice 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg 10 1.2 Dead+1.0 Wind 120 deg-No Ice 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 11 0.9 Dead+1.0 Wind 120 deg-No Ice 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 12 1.2 Dead+1.0 Wind 150 deg-No Ice 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2Dead+l.0 Wind 210 deg-No Ice Maximum Reactions 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice Location Condition Gov. Vertical Horizontal,X Horizontal,Z 20 1.2 Dead+1.0 Wind 270 deg-No Ice Load lb lb lb 21 0.9 Dead+1.0 Wind 270 deg-No Ice Comb. 22 1.2 Dead+1.0 Wind 300 deg-No Ice Pole Max.Vert 26 59897.89 0.00 0.00 23 0.9 Dead+1.0 Wind 300 deg-No Ice Max.H, 20 41601.26 45155.95 -0.00 24 1.2 Dead+1.0 Wind 330 deg-No Ice Max.H, 2 41601.26 0.00 45132.04 25 0.9 Dead+1.0 Wind 330 deg-No Ice Max.M. 2 4076555.83 0.00 45132.04 26 1.2 Dead+1.0 lce+1.0 Temp Max.M. 8 4079814.49 45155.95 -0.00 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp Max.Torsion 20 4976.75 45155.95 -0.00 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp Min.Vert 64 25306.21 0.00 -4448.08 29 1.2 Dead+1.0 Wind 60 deg+.0 Ice+1.0 Temp Min.H. 8 41601.26 -45155.95 -0.00 30 1.2 Dead+1.0 Wind 90 dcg+1.0 Ice+1.0 Temp Min.H, 14 41601.26 0.00 -45132.04 31 1.2 Dead+1.0 Wind 120 deg+1.0 lce+1.0 Temp Min.M. 14 -4077282.44 0.00 45132.04 32 1.2 Dead+1.0 Wind 150 deg+1.0 lce+1.0 Temp Min.M. 20 -4079875.08 45155.95 -0.00 33 1.2 Dead+1.0 Wind 180 deg+1.0 Icc+1.0 Temp Min.Torsion 8 -4976.74 -45155.95 -0.00 34 1.2 Dead+1.0 Wind 210 deg+1.0 lce+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 lee+1.0 Temp tnxTower Job US-WA-5262- Smokey Point North Pa9e 15 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 16 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discavery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX: jpham FAX: jpham Load Vertical Shear, Shear. Overturning Overturning Torque Combination Moment,M Moment,M. Tower Mast Reaction Summary lee+l.O Temp lb lb It lb-tt lb-tt lb-tt 1.2 Dead+1.0 Wind 90 deg+1.0 59897.88 6015.64 0.00 1212.74 -544844.00 444.93 Load Vertical Shear, Shear, Overturning Overturning Torque Ice+1.0 Temp Combination Moment,M Moment,At, 1.2 Dead+1.0 Wind 120 59897.88 5207.65 3006.64 273526.36 471582.82 3.70 lb lb lb lb-/t lb-/t lb-lt deg+1.0 Ice+1.0 Temp Dead Only 34667.71 0.00 0.00 295.62 23.97 0.00 1.2 Dead+1.0 Wind 150 59897.88 3006.05 5206.63 472745.85 -272161.57 -438.52 1.2 Dead+1.0 Wind 0 deg-No 41601.26 -0.00 -45132.04 -4076555.83 30.43 -6.86 deg 1.2 DeaDea Ice+1.0 Temp Ice d+1.0 Wind 180 59897.88 -0.00 6013.28 545839.44 77.33 3.70 0.9 Dead+1.0 Wind 0 deg-No 31200.94 -0.00 -45132.04 -4053443.44 22.57 -4.23 1.2 Dead+1.0.0 Temp Ice 1.2 Dead+1.0 Wind 210 59897.88 -3007.82 5209.70 473129.17 272537.54 444.93 1.2 Dead+1.0 Wind 30 deg-No 41601.26 22577.97 -39106.20 -3532875.62 -2039914.32 -4976.68 deg+LO Ice+1.0 Temp Ice 1.2 Dead+1.0 Wind 240 59897.88 -5210.72 3008.41 273747.67 472120.80 0.02 0.9 Dead+1.0 Wind 30 deg-No 31200.94 22577.97 -39106.20 -3512856.64 -2028303.26 4975.82 deg+1.0 Ice+1.0 Temp Ice 1.2 Dead+1.0 Wind 270 59897.88 -6015.64 0.00 1212.74 544998.65 -444.90 1.2 Dead+1.0 Wind 60 deg-No 41601.26 39116.55 -22583.95 -2040291.12 -3534487.96 -0.01 deg+1.0 Ice+1.0 Temp Ice 1.2 Dead+1.0 Wind 300 59897.88 -5207.65 -3006.64 -271099.89 471737.51 -3.67 0.9 Dead+1.0 Wind 60 deg-No 31200.94 39116.55 -22583.95 -2028765.55 -3514372.20 -0.01 deg+LO Ice+1.0 Temp Ice 1.2 Dead+1.0 Wind 330 59897.88 -3006.05 -5206.63 -470318.93 272317.13 438.54 1.2 Dead+1.0 Wind 90 deg-No 41601.26 45155.95 0.00 339.93 4079814.49 4976.74 deg+l.O Ice+1.0 Temp Ice Dead+Wind 0 deg-Service 34667.71 -0.00 -15933.35 -1434530.22 24.91 -1.79 0.9 Dead+1.0 Wind 90 deg-No 31200.94 45155.95 0.00 253.47 -4056597.28 4975.85 Dead+Wind 30 deg-Service 34667.71 7970.89 -13805.99 -1243190.72 -717908.89 -1767.50 Ice Dead+Wind 60 deg-Service 34667.71 13809.65 -7973.00 -717887.26 -1243915.56 -0.00 1.2 Dead+1.0 Wind 120 deg- 41601.26 39085.49 22566.02 2038824.58 -3530686.80 6.87 Dead+Wind 90 deg-Service 34667.71 15941.79 0.00 299.62 -1435838.31 1767.50 No Ice Dead+Wind 120 deg-Service 34667.71 13798.68 7966.67 717718.23 -1242576.26 1.79 0.9 Dead+1.0 Wind 120 deg- 31200.94 39085.49 22566.02 2027128.52 -3510597.25 4.23 Dead+Wind 150 deg-Service 34667.71 7964.56 13795.03 1242458.07 -717131.31 -1764.41 No Ice Dead+Wind 180 deg-Service 34667.71 -0.00 15933.35 1435134.29 24.91 1.79 1.2 Dead+1.0 Wind 150 deg- 41601.26 22560.04 39075.13 3529826.18 -2037677.65 -0964.90 Dead+Wind 210 deg-Service 34667.71 -7970.89 13805.99 1243797.30 717954.32 1767.50 No Ice Dead+Wind 240 deg-Service 34667.71 -13809.65 7973.00 718491.43 1243965.29 0.00 0.9 Dead+1.0 Wind 150 deg- 31200.94 22560.04 39075.13 3509641.53 -2026092.83 4968.59 Dead+Wind 270 deg-Service 34667.71 -15941.79 0.00 299.62 1435888.09 -1767.50 No Ice Dead+Wind 300 deg-Service 34667.71 -13798.68 -7966.67 -717114.03 1242626.11 -1.78 1.2 Dead+1.0 Wind 180 deg- 41601.26 -0.00 45132.04 4077282.44 30.43 6.87 Dead+Wind 330 deg-Service 34667.71 -7964.56 -13795.03 -1241851.47 717185.48 1764.41 No Ice 0 2 Dead+1.0 Ev+1.0 Eh 0 deg 47495.99 -0.00 -4448.09 -472177.35 30.26 -1.46 0.9 Dead+1.0 Wind 180 deg- 31200.94 -0.00 45132.04 4053984.82 22.57 4.23 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 25306.21 0.00 -4448.08 -465915.49 22.16 -1.07 No Ice 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 47495.99 2224.04 -3852.15 -408868.61 -236241.18 -0.84 1.2 Dead+1.0 Wind 210 deg- 41601.26 -22577.97 39106.20 3533626.63 2039932.66 4976.69 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 25306.21 2224.04 -3852.15 -403458.43 -233070.73 -0.62 No Ice 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 47495.99 3852.15 -2224.04 -235905.90 -409203.88 -0.00 0.9 Dead+1.0 Wind 210 deg- 31200.94 -22577.97 39106.20 3513415.96 2028317.11 4975.83 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 25306.21 3852.15 -2224.04 -232822.59 403706.57 -0.00 No Ice 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 47495.99 4448.09 0.00 365.54 472512.62 0.84 1.2 Dead+1.0 Wind 240 deg- 41601.26 -39116.55 22583.95 2041018.70 3534547.99 0.00 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 25306.21 4448.08 0.00 270.30 -466163.62 0.62 No Ice 1.2 Dead+1.0 Ev+1.0 Eh 120 47495.99 3852.15 2224.04 236636.97 -409203.87 1.46 0.9 Dead+1.0 Wind 240 deg- 31200.94 -39116.55 22583.95 2029307.63 3514416.73 0.00 deg No Ice 0.9 Dead-1.0 Ev+1.0 Eh 120 25306.21 3852.15 2224.04 233363.18 -403706.56 1.07 1.2 Dead+1.0 Wind 270 deg- 41601.26 -45155.95 0.00 339.93 4079875.08 -4976.75 deg No Ice 1.2 Dead+1.0 Ev+1.0 Eh 150 47495.99 2224.04 3852.15 409599.66 -236241.17 1.68 0.9 Dead+1.0 Wind 270 deg- 31200.94 -45155.95 0.00 253.47 4056642.21 4975.86 deg No Ice 0.9 Dead-1.0 Ev+1.0 Eh 150 25306.21 2224.04 3852.15 403999.02 -233070.72 1.24 1.2 Dead+1.0 Wind 300 deg- 41601.26 -39085.49 -22566.02 -2038096.76 3530748.08 -6.85 deg No Ice 1.2 Dead+1.0 Ev+1.0 Eh 180 47495.99 -0.00 4448.09 472908.40 30.26 1.46 0.9 Dead+1.0 Wind 300 deg- 31200.94 -39085.49 -22566.02 -2026586.25 3510642.69 -4.23 deg No Ice 0.9 Dead-1.0 Ev+1.0 Eh 180 25306.21 0.00 4448.08 466456.06 22.16 1.07 1.2 Dead+1.0 Wind 330 deg- 41601.26 -22560.04 -39075.13 -3529074.97 2037780.84 4964.90 deg No Ice 1.2 Dead+1.0 Ev+1.0 Eh 210 47495.99 -2224.04 3852.15 409599.66 236301.69 0.84 0.9 Dead+1.0 Wind 330 deg- 31200.94 -22560.04 -39075.13 -3509082.05 2026169.12 4968.60 deg No Ice 0.9 Dead-1.0 Ev+1.0 Eh 210 25306.21 -2224.04 3852.15 403999.01 233115.05 0.62 1.2 Dead+1.0 lce+1.0 Temp 59897.89 0.00 0.00 1161.39 71.95 0.00 deg 1.2 Dead+1.0 Wind 0 deg+1.0 59897.88 -0.00 -6013.28 -543413.04 77.33 -3.68 1.2 Dead+1.0 Ev+1.0 Eh 240 47495.99 -3852.15 2224.04 236636.97 409264.39 0.00 Ice+1.0 Temp dcg 1.2 Dead+1.0 Wind 30 deg+LO 59897.88 3007.82 -5209.70 -470702.25 -272383.78 -444.91 0.9 Dead-1.0 Ev+1.0 Eh 240 25306.21 -3952.15 2224.04 233363.18 403750.88 0.00 Ice+LO Temp deg 1.2 Dead+1.0 Wind 60 deg+1.0 59897.88 5210.72 -3008.41 -271321.20 471966.17 0.01 1.2 Dead+1.0 Ev+1.0 Eh 270 47495.99 -4448.09 0.00 365.54 472573.14 -0.84 deg tnxTower Job US-WA-5262- Smokey Point North Pa9e 17 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 18 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discavery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham Load Vertical Shear, Shear. Overturning Overturning Torque Sum of Applied Forces Sum of Reactions Combination Moment,M Moment,M. Load PX PY PZ PX PY PZ %Error lb lb lb lb-tt lb-tt lb-tt Comb. lb lb lb lb lb lb 0.9 Dead-1.0 Ev+1.0 Eh 270 25306.21 -4448.08 0.00 270.30 466207.94 -0.62 43 13798.68 -34667.71 7966.67 -13798.68 34667.71 -7966.67 0.000% deg 44 7964.56 -34667.71 13795.03 -7964.56 34667.71 -13795.03 0.000% 1.2 Dead+1.0 Ev+1.0 Eh 300 47495.99 -3852.15 -2224.04 -235905.90 409264.40 -1.45 45 0.00 -34667.71 15933.35 0.00 34667.71 -15933.35 0.000% deg 46 -7970.89 -34667.71 13805.99 7970.89 34667.71 -13805.99 0.000% 0.9 Dead-1.0 Ev+1.0 Eh 300 25306.21 -3852.15 -2224.04 -232822.59 403750.89 -1.07 47 -13809.65 -34667.71 7973.00 13809.65 34667.71 -7973.00 0.000% deg 48 -15941.79 -34667.71 0.00 15941.79 34667.71 -0.00 0.000% 1.2 Dead+1.0 Ev+1.0 Eh 330 47495.99 -2224.04 -3852.15 -408868.61 236301.71 -1.68 49 -13798.68 -34667.71 -7966.67 13798.68 34667.71 7966.67 0.000% deg 50 -7964.56 -34667.71 -13795.03 7964.56 34667.71 13795.03 0.000% 0.9 Dead-1.0 Ev+1.0 Eh 330 25306.21 -2224.04 -3852.15 -403458.43 233115.05 -1.24 51 0.00 -47495.99 -4448.08 0.00 47495.99 4448.09 0.000% deg 52 0.00 -25306.21 -4448.08 0.00 25306.21 4448.08 0.000% 53 2224.04 -47495.99 -3852.15 -2224.04 47495.99 3852.15 0.000% 54 2224.04 -25306.21 -3852.15 -2224.04 25306.21 3852.15 0.000% 55 3852.15 -47495.99 -2224.04 -3852.15 47495.99 2224.04 0.000% Solution Summary 56 3852.15 -25306.21 -2224.04 -3852.15 25306.21 2224.04 0.000% 57 4448.08 -47495.99 0.00 -4448.09 47495.99 -0.00 0.000% 58 4448.08 -25306.21 0.00 -4448.08 25306.21 -0.00 0.000% Sum of Applied Forces Sum ofReackons 59 3852.15 -47495.99 2224.04 -3852.15 47495.99 -2224.04 0.000% Load PX PY PZ PX PY PZ %Error 60 3852.15 -25306.21 2224.04 -3852.15 25306.21 -2224.04 0.000% Comb. lb lb lb lb lb lb 61 2224.04 -47495.99 3852.15 -2224.04 47495.99 -3852.15 0.000% 1 0.00 -34667.71 0.00 0.00 34667.71 0.00 0.000% 62 2224.04 -25306.21 3852.15 -2224.04 25306.21 -3852.15 0.000% 2 0.00 -41601.26 -45132.03 0.00 41601.26 45132.04 0.000% 63 0.00 -47495.99 4448.08 0.00 47495.99 -4448.09 0.000% 3 0.00 -31200.94 -45132.03 0.00 31200.94 45132.04 0.000% 64 0.00 -25306.21 4448.08 0.00 25306.21 -4448.08 0.000% 4 22577.97 -41601.26 -39106.20 -22577.97 41601.26 39106.20 0.000% 65 -2224.04 -47495.99 3852.15 2224.04 47495.99 -3852.15 0.000% 5 22577.97 -31200.94 -39106.20 -22577.97 31200.94 39106.20 0.000% 66 -2224.04 -25306.21 3852.15 2224.04 25306.21 -3852.15 0.000% 6 39116.55 -41601.26 -22583.95 -39116.55 41601.26 22583.95 0.000% 67 -3852.15 -47495.99 2224.04 3852.15 47495.99 -2224.04 0.000% 7 39116.55 -31200.94 -22583.95 -39116.55 31200.94 22583.95 0.000% 68 -3852.15 -25306.21 2224.04 3852.15 25306.21 -2224.04 0.000% 8 45155.95 -41601.26 0.00 -45155.95 41601.26 -0.00 0.000% 69 -4448.08 -47495.99 0.00 4448.09 47495.99 -0.00 0.000% 9 45155.95 -31200.94 0.00 -45155.95 31200.94 -0.00 0.000% 70 -4448.08 -25306.21 0.00 4448.08 25306.21 -0.00 0.000% 10 39085.49 -41601.26 22566.02 -39085.49 41601.26 -22566.02 0.000% 71 -3852.15 -47495.99 -2224.04 3852.15 47495.99 2224.04 0.000% 11 39085.49 -31200.94 22566.02 -39085.49 31200.94 -22566.02 0.000% 72 -3852.15 -25306.21 -2224.04 3852.15 25306.21 2224.04 0.000% 12 22560.04 -41601.26 39075.13 -22560.04 41601.26 -39075.13 0.000% 73 -2224.04 -47495.99 -3852.15 2224.04 47495.99 3852.15 0.000% 13 22560.04 -31200.94 39075.13 -22560.04 31200.94 -39075.13 0.000% 74 -2224.04 -25306.21 -3852.15 2224.04 25306.21 3852.15 0.000% 14 0.00 -41601.26 45132.03 0.00 41601.26 -45132.04 0.000% 15 0.00 -31200.94 45132.03 0.00 31200.94 -45132.04 0.000% 16 -22577.97 -41601.26 39106.20 22577.97 41601.26 -39106.20 0.000% 17 -22577.97 -31200.94 39106.20 22577.97 31200.94 -39106.20 0.000% 18 -39116.55 -4160L26 22583.95 39116.55 41601.26 -22583.95 0.000% 19 -39116.55 -31200.94 22583.95 39116.55 31200.94 -22583.95 0.000% Non-Linear Convergence Results 20 -45155.95 -41601.26 0.00 45155.95 41601.26 -0.00 0.000% 21 -45155.95 -31200.94 0.00 45155.95 31200.94 -0.00 0.000% Load Converged? Number Displacement Farce 22 -39085.49 -41601.26 -22566.02 39085.49 41601.26 22566.02 0.000% Camoadnan fumbles Tolerance Tolerance 23 -39085.49 -31200.94 -22566.02 39085.49 31200.94 22566.02 0.000% 1 Yes 4 0.00erance Tolerance 24 -22560.04 -41601.26 -39075.13 22560.04 41601.26 39075.13 0.000% 2 Yes 4 0.00000001 0.00000058 25 -22.00.04 -31200.94 -39075.13 22560.04 31200.94 39075.13 0.000% 3 Yes 4 0.00000001 0.00001869 26 0.00 -59897.89 0.00 0.00 59897.89 0.00 0.000% q Yes 5 0.00000001 0.00006380 27 0.00 -59897.89 -6013.22 0.00 59897.88 6013.28 0.000% 5 Yes 5 0.0000000, 0.00006380 28 30.7.79 -59897.89 -5209.64 -3007.82 59897.88 5209.70 0.000% 5 Yes 5 0.00000001 0.00006947 2615 29 5210.68 -59897.89 -3008.38 -5210.72 59897.88 3008.41 0.000% 7 Yes 5 0.00000001 0.00002869 30 6015.58 -59897.89 0.00 -6015.64 59897.88 -0.00 0.000% 8 Yes 4 0.00000001 0.00042435 31 5207.60 -59897.89 3006.61 -5207.65 59897.88 -3006.64 0.000% 9 Yes 4 0.00000001 0.00022435 5304 32 3006.02 -59'97.89 5206.58 -3006.05 59897,88 -5206.63 0.000% 10 Yes 5 0.00000001 0.00006931 33 0.00 -59897.89 6.13.22 0.00 59897.88 -6013.28 0.000% 11 Yes 5 0.00000001 0.00002863 34 -3007.79 -59897.89 5209.64 3007.82 59897.88 -5209.70 0.000% 12 Yes 5 0.00000001 0.00007709 35 -5210.66 -59897.89 3008.38 5210.72 59897.88 -3008.41 0.000% 13 Yes 5 0.00000001 0.00003219 36 -6015.58 -59897.89 0.00 6015.64 59897.88 -0.00 0.000% 14 Yes 4 0.00000001 0.00004059 37 -5207.60 -59897.89 -3006.61 5207.65 59897.88 3006.64 0.000% 15 Yes 4 0.00000001 0.00001870 38 -3006.02 -59897.89 -5206.58 3006.05 59897.88 5206.63 0.000% 16 Yes 5 0.00000001 0.00007726 39 0.00 -34667.71 -15933.35 0.00 34667.71 15933.35 0.000% 17 Yes 5 0.00000001 0.00003224 40 7970.89 -34667.71 -13805.99 -7970.89 34667.71 13805.99 0.000% 18 Yes 5 0.00000001 0.00003224 41 13809.65 -34667.71 -7973.00 -13809.65 34667.71 7973.00 0.000% 19 Yes 5 0.00000001 0.00006951 42 15941.79 -34667.71 0.00 -15941.79 34667.71 -0.00 0.000% tnxTower Job US-WA-5262- Smokey Point North Pa9e 19 of 23 tnxTower Job US-WA-5262- Smokey Point North Page 20 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discavery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC FAX jpham FAX jpham 20 Yes 4 0.00000001 0.00042438 Section Elevation Harz. Gov. Tilt Twist 21 Yes 4 0.00000001 0.00025306 No. Deflection Load 22 Yes 5 0.00000001 0.00006931 ft zn Comb ° . 23 Yes 5 0.00000001 0.00002864 LI 130-78.5 23`960 47 1.5431 0.0131 24 Yes 5 0.00000001 0.00006363 L2 83.5-33.5 10.178 47 1.1406 0.0040 25 Yes 5 0.00000001 0.00002609 L3 40-0 2.337 47 0.5275 0.0011 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00043350 28 Yes 4 0.00000001 0.00044629 29 Yes 4 0.00000001 0.00044692 3 Yes 4 0.00000001 0.00043515 31 Yes 4 0.00000001 0.00044774 Critical Deflections and Radius of Curvature-Service Wind 774 32 Yes 4 0.00000001 0.00044860 _ 33 Yes 4 0.00000001 0.00043585 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of 34 Yes 4 0.00000001 0.00044925 Load Curvature 35 Yes 4 0.00000001 0.00044846 B Comb. in ft an 36 Yes 4 0.00000001 0.00043541 130.00 Pine Brches-4(US-WA-5262) 47 23960 1.5431 0.0131 37217 37 Yes 4 0.00000001 0.00044657 129.25 CCISeismic Tower Section 1-1 47 23.721 1.5377 0.0129 37217 38 Yes 4 0.00000001 0.00044596 128.50 Ericsson Air6472 B77G B77M 47 23.481 1.5324 0.0127 37217 39 Yes 4 0.00000001 0.00001532 w/MP 40 Yes 4 0.00000001 0.00013545 126.00 CMA-UBTULBULBHH/6517/17/2 47 22.682 1.5146 0.0122 37217 41 Yes 4 0.00000001 0.00015291 1/21 w/MP 42 Yes 4 0.00000001 0.00007150 125.00 Pine Branches-4(US-WA-5262) 47 22.363 1.5075 0.0119 37217 43 Yes 4 0.00000001 0.00015247 123.50 CCISeismic Tower Section 1-2 47 21.886 1.4968 0.0116 28628 44 Yes 4 0.00000001 0.00019554 123.00 CCISeismic(2)dog-feedlines Fiber 47 21.726 1.4932 0.0115 26583 45 Yes 4 0.00000001 0.00001533 From 6 to 126(120ft to126ft) 46 Yes 4 0.00000001 0.000:9596 120.00 Pine Branches-4(US-WA-5262) 47 20.775 1.4714 0.0108 19608 47 Yes 4 0.00000001 0.0005311 115.00 Pine Branches-4(US-WA-5262) 47 19.202 1.4343 0.0097 12405 48 Yes 4 0.00000001 0.00007151 113.50 CCISeismic Tower Section 1-3 47 18.734 1.4228 0.0094 11277 49 Yes 4 0 0000OOOI 0.000:5243 113.00 Ericsson AIR3268 47 18.579 1.4190 0.0093 10945 50 Yes 4 0.00000001 0.0003505 111.50 CCISeismic(2)dog-feedlines 1.55" 47 18.115 1.4073 0.0090 10058 51 Yes 4 0.00000001 0.00001213 Hybrid From 6 to 113(110ft 52 Yes 4 0.()0000001 0.00000001 tol 13ft) 53 Yes 4 0.0000000, 0.00002070 110.00 Pine Branches-3(US-WA-5262) 47 17.653 1.3955 0.0087 9303 54 Yes 4 0.00000001 0.00000841 105.00 Pine Branches-3(US-WA-5262) 47 16.137 1.3545 0.0076 7442 55 Yes 4 0.00000001 0.00002071 103.50 CCISeismic Tower Section 1-4 47 15.690 1.3417 0.0073 7021 56 Yes 4 0.00000001 0.00000841 101.00 Conlon-pe FFW-65C-R2-CM 47 14.953 1.3198 0.0069 6416 57 Yes 4 0.00000001 0.00001214 WMP 58 Yes 4 0.00000001 0.00000001 100.50 CCISeismic(2)dog-feedllnes 1.996 47 14.807 1.3153 0.0068 6307 59 Yes 4 0.0000000, 0.00002077 Hybrid From 6 to 101(100ft 60 Yes 4 0.00000001 0.00000844 MOM)61 Yes 4 0.00000001 0.00002075 100.00 Pine Branches-3(US-WA-5262) 47 14.661 1.3108 0.0067 6202 62 Yes 4 0.00000001 0.00000842 95.00 Pine Branches-3(US-WA-5262) 47 13.234 1.2639 0.0058 5315 63 Yes 4 0.00000001 0.00001215 93.50 CCISeismic Tower Section 1-5 47 12.816 1.2491 0.0055 5097 64 Yes 4 0.00000001 0.00000001 90.00 Pine Branches-2(US-WA-5262) 47 11.863 1.2131 0.0049 4651 65 Yes 4 0.00000001 0.00002077 85.00 Pine Branches-2(US-WA-5262) 47 10.556 1.1581 0.0042 4154 66 Yes 4 000000001 0.00000844 83.50 CCISeismic Tower Section 1-6 47 10.178 1.1406 0.0040 4057 67 Yes 4 0.00000001 0.00002077 80.00 Pine Branches-2(US-WA-5262) 47 9.322 1.0982 0.0036 3939 68 Yes 4 0.00000001 0.00000843 78.50 CCISeismic Tower Section 2-1 47 8.967 1.0793 0.0034 3911 69 Yes 4 0.00000001 0.00001215 75.00 Pine Branches-2(US-WA-5262) 47 8.164 1.0338 0.0031 3851 70 Yes 4 0.00000001 0.00000001 70.00 Pine Branches-1(US-WA-5262) 47 7.084 0.9658 0.0026 3768 71 Yes 4 0 00000001 0.00002070 68.50 CCISeismic Tower Section 2-2 47 6.776 0.9448 0.0025 3744 72 Yes 4 0.00000001 0.00000841 65.00 Pine Branches-1(US-WA-5262) 47 6.084 0.8950 0.0023 3689 73 Yes 4 0.00000001 0.00002073 60.00 Pine Branches-1(US-WA-5262) 47 5.165 0.8222 0.0020 3613 74 Yes 4 0.00000001 0.00000842 58.50 CCISeismic Tower Section 2-3 47 4.905 0.8001 0.0019 3591 55.00 Pine Branches-1(US-WA-5262) 47 4.329 0.7482 0.0017 3540 50.00 Pine Branches-1(US-WA-5262) 47 3.578 0.6739 0.0015 3470 48.50 CCISeismic Tower Section 2-4 47 3.369 0.6517 0.0014 3449 45.00 CCISeismic(2)dog-feedlines 1.55" 47 2.913 0.6000 0.0013 3403 Section 2 2-5 Maximum Tower Deflections-Service Wind Hybrid From o 113(4U8 38.50 CCISeismic T Tower 5 47 2.181 0.5061 0.0010 3498 35.00 CCISeismic Tower Section 3-1 47 1.848 0.4569 0.0009 3814 25.00 CCISeismic Tower Section 3-2 47 1.095 0.3210 0.0006 5340 15.00 CCISeismic Tower Section 3-3 47 0.567 0.1905 0.0004 8900 tnxTower Job US-WA-5262- Smokey Point North Pa9e 21 of 23 tnxTower Job US-WA-5262- Smokey Point North Pa9e 22 of 23 Delta Oaks Group Project Date Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC Phone:919-342-8247 Vertical Bridge,LLC PAX jpham PAX jpham Elevation Appurtenance Go, Deflection Tilt Twist Radius of Elevation Appurtenance Go, Deflection Tilt Twist Radius of Load Curvature Load Curvature ft Comb. in ft ft Comb. ft CCISeismic(2)dog-feedlines 1.55" 47 0.283 0.1011 0.0002 16687 70.00 Pine Branches-1(US-WA-5262) 18 20`136 2.7469 0.0075 1330 Hybrid From 6 to 113(6ft tol Oft) 68.50 CCISeismic Tower Section 2-2 18 19.259 2.6872 0.0071 1321 5.00 CCISeismic Tower Section 3-4 47 0.174 0.0631 0.0001 26699 65.00 Pine Branches-1(US-WA-5262) 18 17.293 2.5453 0.0064 1301 60.00 Pine Branches-1(US-WA-5262) 18 14.681 2.3381 0.0055 1274 58.50 CCISeismic Tower Section 2-3 18 13.943 2.2751 0.0053 1266 55.00 Pine Branches-1(US-WA-5262) 18 12.305 2.1275 0.0047 1248 50.00 Pine Branches-1(US-WA-5262) 18 10.169 1.9160 0.0041 1223 48.50 CCISeismic To Section 2-4 18 9.577 1.8527 0.0039 1215 Maximum Tower Deflections-Design Wind 45.00 CCISeismic(2)dog-feedlines 1.55" 18 8.280 1.7059 0.0035 1198 Hybrid From 6 to 113(40ft to50ft) Section Elevation Horz. Gov. Tilt Twist 38.50 CCISeismic Tower Section 2-5 18 6.199 1.4387 0.0029 1231 No. Deflection Load 35.00 CCISeismic Tower Section 3-1 18 5.252 1.2988 0.0026 1343 ft Comb. 25.00 CCISeismic Tower Section 3-2 18 3.113 0.9125 0.0018 1879 LI 130-78.5 68.097 18 4.3918 0.0369 15.00 CCISeismic Tower Section 3-3 18 1.612 0.5414 0.0011 3131 L2 83.5-33.5 28.930 18 3.2446 0.0113 8.00 CCISeismic(2)dog-feedlines 1.55" 18 0.805 0.2874 0.0006 5870 L3 40-0 6.641 18 1.4996 0.0031 Hybrid From 6 to 113(6ft to1011) 5.00 CCISeismic Tower Section 3-4 18 0.495 0.1794 0.0003 9392 Critical Deflections and Radius of Curvature-Design Wind Compression Checks Elevation Appurtenance Go, Deflection Tilt Twist Radius of Load Curvature ft Comb. in R 130.00 Pine Branchcs-4(US-WA-5262) 18 68.097 4.3918 0.0369 13189 Pole Design Data 129.25 CCISeismic Tower Section 1-1 18 67.416 4.3766 0.0364 13189 128.50 Ericsson Air6472 B77G B77M 18 66.734 4.3614 0.0359 13189 Section Elevation Size L L„ KI1r A P. �P„ Ratio w/MP No. P. 126.00 CMA-UBTULBULBHH/6517/17/2 18 64.465 4.3107 0.0343 13189 ft ft ft lb lb op„ 1/21 w/MP Ll 130-78.5(1) TP35.9645x22x0.25 51.50 0.00 0.0 272636 -15098.30 1594920.00 0.009 125.00 Pine Branches-4(US-WA I-2) 18 63.201 4.2597 0.0337 13145 L2 78.5-33.5(2) TP47.6665x34.1087x0.375 50.00 0.00 0.0 54.1909 -27249.80 3170170.00 0.009 123.00 CCISeismic Tower Section 1 i2 18 61.749 4.2495 0.0324 9421 L3 33.5-0(3) TP56.0002x45.154x0.4375 40.00 0.00 0.0 77.1558 -41574.30 4513610.00 0.009 123.00 CCISeismic(2)dog-feedlines Fiber 18 61.749 4.2495 0.0324 9421 From 6 to 126(120ft tol26ft) 120.00 Pine Branches-4(US-WA-5262) 18 59.044 4.1875 0.0305 6594 115.00 Pine Branches-4(US-WA-5262) 18 54.574 4.0815 0.0274 4395 113.50 CCISeismic Tower Section 1-3 18 53.246 4.0488 0.0265 3995 113.00 En.sonAIR3268 18 52.804 4.0379 0.0262 3877 Pole Bendin Design Data 111.50 CCISeismic(2)dog-feedlines 1.55" 18 51.485 4.0046 0.0253 3563 Hybrid From 6 to 113(110ft Section Elevation Size M W. Ratio M,v WM y Ratio tol 13ft) No. AL M,v 110.00 Pine Branches-3(US-WA-5262) 18 50.174 3.9708 0.0244 3295 ft ]b-ft 16 ft AMA tb ft [b Jt 0M 105.00 Pine Branches-3(US-WA-5262) 18 45.865 3.8540 0.0215 2635 103.50 CCISeismic Tower Section 1-4 18 44.593 3.8176 0.0207 2486 Ll 130-78.5(1) TP35.9645x22x0.25 695611.67 1279791.67 0.544 0.00 1279791.67 0.000 101.00 Comm-pe FFW-65C-R2-CM 18 42.499 3.7551 0.0193 2271 L2 78.5-33.5(2) TP47.6665x34.1087x0.375 2304366.67 3518983.33 0.655 0.00 3518983.33 0.000 WMI, 0 33.5-0(3) TP56.0002x45.154x0.4375 4081516.67 6024808.00 0.677 0.00 6024808.00 0.000 100.50 CCISeismic(2)dog-feedlines 1.996 18 42.084 3.7424 0.0191 2232 Hybrid From 6 to 101(100ft to101ft) 100.00 Pine Branches-3(US-WA-5262) 18 41.670 3.7295 0.0188 2195 95.00 Pine Branches-3(US-WA-5262) 18 37.614 3.5958 0.0163 1881 Pole Shear Design Data 93.50 CCISeismic Tower Section 1-5 18 36.427 3.5536 0.0156 1803 90.00 Pine Branches-2(US-WA-5262) 18 33.717 3.4512 0.0140 1645 Section Elevation Size Actual �p Ratio Actual �T Ratio 85.00 Pine Branches-2(US-WA-5262) 18 30.004 3.2943 0.O119 1468 No. V. V T. T. 83.50 CCISeismic Tower Section 1-6 18 28.930 3.2446 0.0113 1434 80.00 Pine Branches-2(US-WA-5262) 18 26.497 3.1237 0.0102 1391 ft lb [b 0V7 lb ft lb-ft 0T 78.50 CCISeismic Tower Section 2-1 18 25.487 3.0700 0.0097 1381 Ll 130-78.5(1) TP35.9645x22x0.25 26083.20 478477.00 0.055 4991.94 1439716.67 0.003 75.00 Pine Branches-2(US-WA-5262) 18 23.206 2.9405 0.0087 1360 L2 78.5-33.5(2) TP47.6665x34.1087x0.375 43507.40 951050.00 0.046 0.00 3792025.00 0.000 L3 33.5-0(3) TP56.0002x45.154x0.4375 45192.80 1354080.00 0.033 0.00 6588833.33 0.000 tnxTower Job Page US-WA-5262- Smokey Point North 23 of 23 Delta Oaks Group Project Date 2724 Discovery Drive STR25-29245-02 13:10:11 12/17/25 Raleigh,NC Client Designed by Phone:919-342-8247 Vertical Bridge,LLC FAX jpham Section Elevation Sue Actual V. Ratio Actual �T Ratio No. V. V T. T. ft It lb AV. lb ft lb-ft mT Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ At M� 1 r T. Stress Stress .n �P„ +M„,. +M, mV +T Ratio Ratio Ll 130-78.5(1) 0.009 0.544 0.000 0.055 0.003 0.556 1.000 I✓ L2 78.5-33.5(2) 0.009 0.655 0.000 0.046 0.000 0.666 1.000 t/ L3 33.5-0(3) 0.009 0.677 0.000 0.033 0.000 0.688 1.000 Section Capacity Table Section Elevation Component Size Critical P op— % Pass Nom ft Type Element lb lb Capacity Fail Ll 130-78.5 Pole TP35.9645x22x0.25 1 -15098.30 1594920.00 55.6 Pass L2 78.5-33.5 Pole TP47.6665x34.1087x0.375 2 -27249.80 3170170.00 66.6 Pass L3 33.5-0 Pole TP56.0002x45.154x0.4375 3 -41574.30 4513610.00 68.8 Pass Summary Pole(L3) 68.8 Pass RATING= 68.8 Pass Program Version 8.3.1.2-12/11/2024 File://dog-file-s kompany/2025 Projects/25-29245 Smokey Point North US-WA-5262/STR/Models/Seismic/US-WA-5262 CCISeismic 3.38 Wind And Seismic Analysis.eri Monopole Base Plate Connection Site Info BU#I US-WA-5262 Site Name Smokey Point North O O Project# STR25-29245-02 O O Analysis Considerations TIA-222 Revision H Grout Considered: No O 0 I.,(In) 0 �Applied Loads O O Moment(kip-ft) 4081.52 Axial Force(kips) 41.57 O 0 Shear Force(kips) 45.19 0 Connection O O O O Properties Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (20)2-1/4"b bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 64"BC Pu—t=150.9 4)Pn_t=243.75 Stress Rating Vu=2.26 4)Vn=149.1 61.9% Base Plate Data Mu=n/a 4)Mn=n/a Pass 71"OD x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 27.69 (Roark's Flexural) (20)18"H x 6.5"W x 0.4375"T,Notch:1.5" Allowable Stress(ksi): 45 plate:Fy=65 ksi;weld:Fy=70 ksi Stress Rating: 61.5% Pass horiz.weld:0.4375"fillet vert.weld:0.4375"fillet Stiffener Summary Horizontal Weld: 71.4% Pass Pole Data Vertical Weld: 24.1% Pass 56.0002"x 0.4375"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Plate Flexure+Shear: 15.1% Pass Plate Tension+Shear: 58.2% Pass Plate Compression: 53.0% Pass Pole Summary Punching Shear: 7.2% Pass CClplate-Version 4.1.2 Analysis Date:12/17/2025 Drilled Pier Foundation BU#: US-WA-5262 Site Name: Smokey Point North RepOrf File: P:2025 Projects\25-29245 Smokey Point North US-WA-5262\STR\Models\Seismic\US-WA- Order Number: STR25-29245-02 TIA-222 Revison: H Check Limitation Tower Type: Monopole Apply TIA-222-H Section 15.5: Analysis Results Additional Longitudinal Rebar N/A Applied Loads Soil Lateral Check Compression Uplift I Input Effective Depths(else Actual): Comp. Uplift Dv,c(ft from TOC) 10.89 Shear Design Options Moment kip-ft 4081.521 Soil Safety Factor 6.58 Check Shear along Depth of Pier: Axial Force (kips 41.61 Max Moment(kip-ft) 4469.57 Utilize Shear-Friction Methodology: Shear Force kips 45.171 Rating 20.2% Override Critical Depth: Soil Vertical Check Compression Uplift Go to Soil Calculations Material Properties Skin Friction(kips) 366.68 Concrete Strength,fc:1 4.5 ksi End Bearing(kips) 1325.36 Rebar Strength,Fyj 60 ksi Weight of Concrete(kips) 322.06 Tie Yield Strength,F : 60 1 ksi Total Capacity(kips) 1692.04 Axial(kips) 363.66 Pier Design Data Rebar&Pier Options Rating 21.5% Depth 40 ft Reinforced Concrete Flexure Compression Uplift Ext.Above Grade 0.5 ft Embedded Pole Inputs Critical Depth(ft from TOC) 10.49 Pier Section 1 Belled Pier Inputs Critical Moment(kip-ft) 4468.66 From 0.5'above grade to 40'below grade Critical Moment Capacity 9002.40 - Pier Diameter 7.5 ft Rating 49.6% Rebar Quantity 52 Reinforced Concrete Shear Compression U lift Rebar Size 9 1 Critical Depth(ft from TOC)l 29.10 Clear Cover to Ties 3 in Critical Shear(kip) 318.60 Tie Size 6 Critical Shear Capacityl 3276.00 TieSpacing, 12 in Ratingl 9.7% Shear-Friction Methodology is Applied Structural Foundation Ratingi 49.6% Soil Interaction Ratingl 21.5% Soil Profile Groundwater Depth N/A #of Layers 3 Angle of Calculated Calculated Ultimate Skin Ultimate Skin Ult.Gross Top Thickness V:ofl Ycop«ece Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow (ft) Layer Bottom(ft) (ft) (pcf) (pcf) (ksf) Friction Friction Camp Friction Uplift Override Friction Uplift Capacity Count Soil Type (degrees) (ksf) (ksf) (ksf) Override(ksf) (ksf) 1 0 5 5 100 150 0 0.000 0.000 0.00 0.00 Cohesionless 2 5 7.5 2.5 100 150 30 0.000 0.000 0.50 0.50 Cohesionless 31 7.51 40 32.51 58.61 1501 341 0.0001 0.0001 0.601 0.601 401 Cohesionless Version 5.0.3 �� COLOCATION APPLICATION - P-079098 Vertical Bridge REIT, LLC. vertfc bridgi SITE NUMBER: US-WA-5262 22 West Atlantic Avenue, Suite 310 Version: 3 Delray Beach, FL 33444 Tenant Legal Name:T-Mobile West, LLC PRIMARY IN VERTICAL BRIDGE SITE INFO Application#: P 079098 VB Site#: US WA 5262 Application Version: 3(Submitted: 11/24/2025 22:41:36) VB Site Name: Smokey Point North Application Type: Broadband Latitude: 48.152944 Application Name: Smokey Point-VB Longitude: -122.187111 Lease Type: New Lease Structure Type: Stealth ASR Number: Not required for Broadband Structure Height: 130.6 Applications Description: T-Mobile Colocation Site Address: 17306 Smokey Point Dr- Arlington,WA 98223 VERTICAL BRIDGE DEAL TEAM RLM: Steve Hedges LPM: Mindy Fields ROM: Skip Songer Steve.Hedges@verticalbridge.com Mindy.Fields@verticalbridge.com Skip.Songer@verticalbridge.com 773.988.1715 561.406.4034 907.717.8284 TENANT LEGAL INFO APPLICANT Tenant Legal Name: T-Mobile West, LLC Name: Steven Kopelman State of Registration: WA Address: Carrier NOC#: (999)999-9999 Phone Number: Tenant Site#: SE01374A Email Address: steven.kopelman@taec.net Tenant Site Name: Smokey Point-VB FINAL LEASED RIGHTS CONFIGURATION TOTALS This is a summary of your remaining existing equipment plus the new equipment. FINAL EQUIPMENT FINAL FEED LINES QTY Equipment Equipment Type QTY Line Type Location 1 GROUND Outdoor Equipment 2 Hybrid 1 GROUND Generator 6 TOWER Panel 6 TOWER RRU Colocation Application Page P-079098 1 of 4 COLOCATION APPLICATION - P-079098 Vertical Bridge REIT, LLC. vertic' bridge SITE NUMBER: US-WA-5262 22 West Atlantic Avenue, Suite 310 Version: 3 Delray Beach, FL 33444 Tenant Legal Name:T-Mobile West, LLC FREQUENCY • • • Type of Technology: Broadband Wireless Is TX Frequency Licensed: Yes TX Frequency: WQIZ639 728 734 WQGB371 2130 2135 WQQA225 2135 2140 WQPG222 2140 2145 WQGB379 2145 2155 KNLF248 1960 1965 KNLG8341965 1970 KNLG7091970 1975 WQEM962 1975 1980 WQCX698 1980 1985 WQDN650 1985 1990 L000057913 1990 1995 WQZM776 617 622 WQZL457 622 627 WQZL458 627 632 WQZL459 632 637 WQZM732 637 642 B413 2496 2502 WSBL5332502 2551.5 WSBL5342551.5 2602 B413 2602 2615 WSBL5352615 2616 B413 2616 2617 WQYL823 2617 2640.5 B413 2640.5 2673.5 WSBL5352673.5 2690 Is RX Frequency Licensed: Yes RX Frequency: WQIZ639 698 704 WQGB371 1730 1735 WQQA225 1735 1740 WQPG222 1740 1745 WQGB379 1745 1755 KNLF2481880 1885 KNLG8341885 1890 KNLG7091890 1895 WQEM962 1895 1900 WQCX698 1900 1905 WQDN650 1905 1910 L0000579131910 1915 WQZM776 WQZL457 WQZL458 WQZL459 WQZM732 B413 WSBL533 WSBL534 B413 WSBL535 B413 WQYL823 B413 WSBL535 CBand frequency being used?: No Co location Application Page P-079098 2 of 4 COLOCATION APPLICATION - P-079098 Vertical Bridge REIT, LLC. vertic' bridg( SITE NUMBER: US-WA-5262 22 West Atlantic Avenue, Suite 310 Version: 3 Delray Beach, FL 33444 Tenant Legal Name:T-Mobile West, LLC MOUNT MOUNT ANALYSIS STRUCTURAL HARD COPIES Provided by Tenant: No Required: No To Be Run by VB: Yes Number of Hard Copies: Include Mount Mapping: No • INVOICE CONTACT Attention To Name Address Phone Number 1 Phone Number 2 Email 1 Email 2 Andrea 1455 NW Leary Way (425)577-4720 andrea.eyzaguirre@ Eyzaguirre Seattle,WA 98107 taec.net PO CONTACT Name Phone Email Andrea Eyzaguirre (425)577-4720 andrea.eyzaguirre@taec.net TENANT CONTACT Name Phone Email Darlene Oclaray (425)383-6076 darlene.oclaray@t-mobile.com GROUND • ' Primary Lease Space Dimensions(W x L):10W ft x 15L ft=150ft2 EQUIPMENT Equipment Equipment Generator Dimensions(W Make Owner Size Within Comments Type Base Type in x L in) PLSA Generator Concrete Pad Diesel 10.00 x 15.00 RD048 Yes Generator on primary Generac 10'x 15'pad Outdoor Concrete Pad N/A 10.00 x 15.00 Yes Equipment TOWER • RAD CENTER 1 Height: 101.00 ft. Mount 1:T-Arms EQUIPMENT Status QTY Equipment Equipment RAD Manufacturer Model Height Width Depth Weight Azimuth(°) Type H(ft) (in) (in) (in) (lbs) Proposed 3 Panel 101.00 Commscope FF-VV-65C-R2- 96.00 25.20 9.30 123.50 0-120-240 CM Proposed 3 Panel 101.00 Nokia AVHA-B41 39.20 20.70 6.90 79.30 0-120-240 Proposed 3 RRU 101.00 Nokia AHLOB 25.20 1 13.50 1 5.00 70.50 0-120-240 Colocation Application Page P-079098 3 of 4 COLOCATION APPLICATION - P-079098 Vertical Bridge REIT, LLC. verticl bridge SITE NUMBER: US-WA-5262 22 West Atlantic Avenue, Suite 310 Version: 3 Delray Beach, FL 33444 Tenant Legal Name:T-Mobile West, LLC TOWER • RAD CENTER 1 Height: 101.00 ft. Proposed 3 1 RRU 1 101.00 Nokia AHFII 25.40 1 13.80 4.70 1 71.50 1 0-120-240 FEED LINES Status QTY Line Type Line Size(in) Line Location Comments Proposed 2 Hybrid 1.99 in Interior AC POWER REQUIREMENTS Meter Type Additional Details New Tenant Meter FIBER PROVIDERS Provider Name Comcast Fiber Planned or Present: Comments Yes Colocation Application Page P-079098 4 of 4 PLANS PREPARED FOR: • T Mobile ■ ■ 19807 NORTH CREEK PKWY N BOTHELL,WA 98011 PLANS PREPARED BY: ZONING JURISDICTION: Technology 4Assoclates CITYO F ARLINGTON SEATTLE MARKET OFFICE 1455 NW LEARY WAY,STE.400 SEATTLE,WA 98107 SITE ID: SITE NAME: S E01374A SMOKEY PT - V B - C O LO JURISDICTION APPROVAL SEAL: PROJECT TYPE: SITE LOCATION: FSA: NSD 17306 SMOKEY POINT DR TAEC ARLINGTON,WA 98223 ENGINEERING SEAL: LEGAL DESCRIPTION: UTILITY COMPANIES: PROJECT CONTACT LIST: DRAWING INDEX: SMOKEY POINT(PLANNED COMM.BUSINESS)BLK 00 D-00-LOT 7 APPLICANT: PROPERTY OWNER: SH# SHEET DESCRIPTION POWER: BACKHAUL/AAV. T-1 TITLE SHEET T-MOBILE USA,INC. IRONMOUNT INC COMPANY:SNOPUD COMPANY:ASTOUND T-2 NOTES&LEGEND ®�VWA CONTACT: CONTACT: 19807 NORTH CREEK PKWY N 5550 HASTINGS ST STE 2,BOTHELL,WA 98011 BURNABY,BC V5B 1 R3 CANADA A-1 SITE PLAN PHONE: PHONE: EMAIL: EMAIL: PHONE: 425-641-1140 A-2 EXISTING ENLARGED SITE PLAN A-2.1 FINAL ENLARGED SITE PLAN 91 TOWER OWNER: RF ENGINEER: A-3 I ANTENNA&EQUIPMENT PLANS VERTICAL BRIDGE T-MOBILE USA,INC. A-4 ELEVATIONS 750 PARK OF COMMERCE DR.,STE 200 CONTACT:FRANCISCO MONROY A-5 ELEVATIONS 8 BOCA RATON,FLORIDA 33487 EMAIL:Francisco.Monroy9@T-mobile.com A-6 ELEVATIONS 57210 VICINITY MAP LOCATION MAP A-7 ELEVATIONS �® PROJECT A&E: PERMITTING: A-8 DETAILS ''�p COMPANY:TAEC COMPANY:TAEC A-9 DETAILS s CONTACT:EMILIO VALERIO-HERNANDEZ,PE CONTACT: CHRISTINE CONTRERAS A-10 DETAILS 12.23.2025 •-" PHONE: (619)928-5742 PHONE: (425)351-3392 A-11 DETAILS ""•+ EMAIL: emilio.hernandez@taec.net EMAIL: christine.contreras@taec.net A-12 ANTENNA MOUNTING SPECIFICATIONS DRAWING NOTICE: A-13 HYBRID TRUNK SPECIFICATIONS THESE DOCUMENTS ARE CONFIDENTIAL ' r CONSTRUCTION MANAGER: SITE ACQUISITION: A-14 GENERATOR SPECIFICATIONS AND ARE THE SOLE PROPERTY OF y b a T-MOBILE AND MAY NOT BE REPRODUCED, w A-15 GENERATOR INSTALLATION DRAWING N • . COMPANY:TAEC COMPANY:TAEC DISSEMINATED OR REDISTRIBUTED E-1 ELECTRICAL NOTES CONTACT:JORDAN ABAD CONTACT: STEVEN KOPELMAN WITHOUT THE EXPRESS WRITTEN w `I� � ■�® ,. SITE LOCATION � PHONE: (206)351-4009 PHONE: (770)463-0463 E-2 ELECTRICAL SITE PLAN CONSENT OF T-MOBILE. y SITL LOCATION — ' EMAIL: jordan.abad@taec.net EMAIL: steven.kopelman@taec.net E-3 PANEL SCHEDULE&ONE-LINE DIAGRAM " z Q., \ A , G-1 GROUNDING PLANS REVISIONS: a PROJECT MANAGER: G-2 GROUNDING DETAILS DESCRIPTION DATE BY REV w _ __ 1► '_� COMPANY:TAEC RF-1 RF DETAILS ISSUEDFOR90%NSDCD w1812025 EL A rc - o — CONTACT:ANDREA EYZAGUIRRE RF-2 RF DIAGRAM ISSUED FOR 100%NSDCD 12M 2025 RKs 0 o PHONE: (425)577-4720 EMAIL: andrea.eyzaguirre@taec.net PROJECT DESCRIPTION: ««E M•�a + r T � _ __ _-_�! T-MOBILE PROPOSES(PER RFDS V1,11/06/2025)TO MODIFY AN y°® EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH: o — I' - — lT � PROJECT INFORMATION: THE ADDITION OF: THE REMOVAL OF: •(3)(FFVV-65C-R2-CM)ANTENNAS •12 FT WIDE PORTION OF EXISTING o - - CODE INFORMATION: •(3)(AVHA)ANTENNAS CHAIN LINK FENCE SITE NAME: m 4 N o N ZONING CLASSIFICATION: HC=HIGHWAY COMMERCIAL •(3)AHLOB AT ANTENNAS o • BUILDING CODE: IBC 2021 (3)AHFII AT ANTENNAS CONSTRUCTION TYPE: 116 •(1)TRI-SECTOR ANTENNA MOUNT SMOKEY PT-VB - COLO DRIVING DIRECTIONS: OCCUPANCY: U,S-z •(2)6x24 HYBRID CABLE 60m u JURISDICTION: CITY OF ARLINGTON •(2)EQUIPMENT CABINETS SITE NUMBER: PROPOSED BUILDING USE: UNMANNED TELECOM: •(2)ASIM IN HPL3.1 FROM LOCAL T-MOBILE OFFICE(19807 NORTH CREEK PKWY N,BOTHELL,WA 98011) •(3)ABIP IN HPL3.1 x 1. HEAD SOUTH ON N CREEK PKWY 7. TURN LEFT ONTO SMOKEY POINT BLVD SITE LOCATION (NAD83): •(1)AMID IN HPL3.1 SE01374A N 2. TURN RIGHT ONTO NE 195TH ST 8. TURN LEFT ONTO SMOKEY POINT DR •(1)CSR IXRE V2 IN HPL3.1 * 3. TURN RIGHT TO MERGE ONTO 1-405 N DESTINATION WILL BE ON THE RIGHT LATITUDE: 48.152909°N •(16)BATTERIES IN LB3 z 4. MERGE ONTO 1-5 N TOWARD EVERETT LONGITUDE: 122.187131"W •(1)(10'-0"x15'-0")CONC SLAB SITE ADDRESS: g ONT O M 5. TAKE EXIT 206 TO MERGE O WA-531 E/172ND ST NE TOP OF STRUCTURE: 140.0'AMSL 130.0'AGL •6 FT CHAIN LINK FENCE @ 20 FT . MERGE ONTO W O ME of = E NT ST NE BASE OF STRUCTURE: 110.0'AMSL 0.0'AGL •(1)12 FT WIDE CHAIN LINK DOUBLE GATE 17306 SMOKEY POINT DR o REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED PROJECT LEASE AREA: PARCEL NUMBER: •(1)5 FT WIDE CHAIN LINK ROLLING GATE ARLINGTON,WA 98223 m •(1)LEC CUBE CABINET ON H-FRAME h APPROVED BY: DATE: SIGNATURE: APPROVED BY: DATE: SIGNATURE: • 150 SO FT 00645300000700 •(1)TRANSFER SWITCH ON H-FRAME 3 PROJECT MANAGER: RF ENGINEER: • •(1)PPG PANEL ON H-FRAME SHEET DESCRIPTION: u • NEW IMPERVIOUS AREA: AREA OF PARCEL: •(1)T-MOBILE TO OCCUPY OPEN METER SLOT FOR POWER X SITE ACQUISTION: OPERATIONS MANAGER: •(2)ICE BRIDGE TITLE SHEET m A N/A 0.99 ACRES .(1)GPS ANTENNA ON ICE BRIDGE POST F ZONING: DEVELOPMENT MANAGER: •(2)SERVICE LIGHT CONSTRUCTION MANAGER: REGULATORY: Know what's BELOW. GENERAL INFORMATION: •(1)48KW DIESEL GENERATOR SHEET NUMBER: 0 0011 before you dig. •(1)FIBER CONDUIT CONSTRUCTION MANAGER: www.call8ll.com PARKING REQUIREMENTS ARE UNCHANGED TRAFFIC IS UNAFFECTED SIGNAGE IS PROPOSED •(1)POWER CONDUIT T- PLANS PREPARED FOR: GENERALNOTES 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2021 INTERNATIONAL BUILDING CODE SECTION 1103.2.9.THIS FACILITY IS T Mobile NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, LANDLORD SIGNATURE CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS,AND PROCEEDING WITH ANY WORK. 19807 NORTH CREEK PKWY N 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS,OMISSIONS,OR DISCREPANCIES AS THEY MAYBE DISCOVERED IN THE PLANS, BOTHELL,WA 98011 SPECIFICATIONS,&NOTES PRIOR TO STARTING CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOLITION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS,OMISSION,OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. 4. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER OR NOT AB ANCHOR BOLT EXP EXPANSION P/C PRECAST CONCRETE PLANS PREPARED BY: SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF ABV ABOVE EXST(E) EXISTING PCs PERSONAL COMMUNICATION SERVICES REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT @ ACCA ANTENNA CABLE COVER ASSEMBLY EXT EXTERIOR PLY PLYWOOD 800-227-2600 ADD'L ADDITIONAL FAB FABRICATION(OR) PPC POWER PROTECTION CABINET AFF ABOVE FINISHED FLOOR FF FINISH FLOOR PRC PRIMARY RADIO CABINET Technology Associates 5. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING AFG ABOVE FINISHED GRADE FG FINISH GRADE PSF POUNDS PER SQUARE FOOT CONSTRUCTION.ANY DAMAGE TO PROPOSED OR EXISTING SURFACES,STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR ALUM ALUMINUM FIN FINISH(ED) PSI POUNDS PER SQUARE INCH REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ALT ALTERNATE FLR FLOOR PT PRESSURE TREATED ANY DAMAGED AREAS. ANT ANTENNA FDN FOUNDATION PWR POWER(CABINET) PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY,AND BYLAW SHALL BE AVAILABLE FOR APPRX APPROXIMATELY) F/ FACE(FRONT)OF QTY QUANTITY SEATTLE MARKET OFFICE 6. A COPY OF THE APPROVED ARCH ARCHITECT(URAL) FOM M FACE OF ASONRY RAD(R) RADIUS INSPECTION AT ALL TIMES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME AWG AMERICAN WIRE GAUGE FOS FACE OF STUD REF REFERENCE 1455 NW LEARY WAY,STE.400 INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF BLDG BUILDING FOW FACE OF WALL REINF REINFORCEMENT(ING) SEATTLE,WA 98107 DOCUMENTING ALL AS-BUILT CHANGES,REVISIONS,ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD THE BLK BLOCK FS FINISH SURFACE REQ'D REQUIRED AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. BLKG BLOCKING FT(') FOOT(FEET) FIGS RIGID GALVANIZED STEEL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS BM BEAM FTG FOOTING RRU RADIO REMOTE UNIT COMPLETE. BN BOUNDARY NAILING G GROWTH(CABINET) SCH SCHEDULE BTCW BARE TINNED COPPER WIRE GA GAUGE SHT SHEET JURISDICTION APPROVAL SEAL: 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY B/ BOTTOM OF GI GALVANIZE(D) SIM SIMILAR OWNER OR GOVERNING AGENCY. B/U BACK-UP CABINET GFI GROUND FAULT CIRCUIT INTERRUPTER SPEC SPECIFICATION(S) CAB CABINET GLB(GLU-LAM) GLUE LAMINATED BEAM SO SQUARE 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C.AND ALL OTHER GOVERNING CODES,INCLUDING THE CANT CANTILEVER(ED) GPS GLOBAL POSITIONING SYSTEM SS STAINLESS STEEL THE MOST RESTRICTIVE CODE SHALL GOVERN. CIP CAST IN PLACE GRIND STD STANDARD CLG CEILING HDR HEADER STL STEEL 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CLR CLEAR HGR HANGER STRUC STRUCTURAL COL COLUMN HT HEIGHT TEMP TEMPORARY 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO CONC CONCRETE ICGB ISOLATED COPPER GROUND BUS THK THICKNESS) EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE CONN CONNECTION(OR) IN(") INCH(ES) TMA TOWER MOUNTED AMPLIFIER OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. CONST CONSTRUCTION INT INTERIOR TN TOE NAIL CONT CONTINUOUS L LONG(ITUDINAL) T/ TOP OF 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY d PENNY(NAILS) LB(#) POUND(S) TOG TOP OF CURB RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING ALL DBL DOUBLE LF LINEAR FEET(FOOT) TOF TOP OF FOUNDATION PORTIONS OF THE WORK UNDER THE PROJECT. DEPT DEPARTMENT LS LAG SCREW TOP TOP OF PLATE(PARAPET) OF DOUGLAS FIR MAS MASONRY TOS TOP OF STEEL 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE DIA DIAMETER MAX MAXIMUM TOW TOP OF WALL ENGINEERING SEAL: WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR DIAG DIAGONAL MB MACHINE BOLT TYP TYPICAL SHALL OBTAIN THE PERMITAND MAKE FINAL PAYMENTOF SAID DOCUMENT. DIM DIMENSION MECH MECHANICAL UG UNDER GROUND 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. DWG DRAWING(S) MFR MANUFACTURER UL UNDERWRITERS LABORATORY DWL DOWEL(S) MIN MINIMUM UNO UNLESS NOTED OTHERWISE 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,BACKING,FRAMING,HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS EA EACH M MISCELLANEOUS VIF VERIFY IN FIELD INDICATED ON THE DRAWINGS. EL ELEVATION MTL METAL W WIDE(WIDTH) ®� Vtlt�ay ELEC ELECTRICAL ((N)) NEW W/ WITH Vtl 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE RATED ELEV ELEVATOR NO(#) NUMBER WD WOOD ASSEMBLIES. EMT ELECTRICAL METALLIC TUBING NTS NOT TO SCALE WP WEATHERPROOF EN EDGE NAIL OC ON CENTER WT WEIGHT �� o 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM,TEXTURE,MATERIAL AND PAINT COLOR ENG ENGINEER OPNG OPENING C CENTERLINE - 91 EXCEPT AS NOTED IN THE PLANS. EQ EQUAL IE PLATE 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT.OF TRAVEL TO ALL U+ M PORTIONS OF THE CONSTRUCTION AREA. (2021 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) ABBREVIATIONS 1 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR 8 APPROVING THE 5210 �� y 20. ALL GENERALAL NOTES AND AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY �® SHOWN 21. ALL DEBRIS HAND REFUSE IS TO BE REMOVED FROM THE PROJECT.PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL NEW ANTENNA GRID REFERENCE XO TIMES. x DETAIL REFERENCE EXISTING ANTENNA x-x 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS 12.23.2025 MANDATED BY THE GOVERNING AGENCY. GROUND ROD Xx ELEVATION REFERENCE 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION DRAWING NOTICE: REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. rr GROUND BUS BAR SECTION REFERENCE THESE DOCUMENTS ARE CONFIDENTIAL x-x 24. SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2600)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY ExcnvnnoN. AND ARE THE SOLE PROPERTY OF w 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BYTHIS PROJECT. • MECHANICAL GRND.CONN. ZI GROUT OR PLASTER T-MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED w 26. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT O (E)BRICK W PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. ■ CADWELD WITHOUT THE EXPRESS WRITTEN i 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP).THE CONSENT OF T-MOBILE. ul WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. (E)MASONRY w ❑® GROUND ACCESS WELL 0 28. THIS PROJECT PROPOSES NO DEVELOPMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY REVISIONS: Q REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. CONCRETE DESCRIPTION DATE BY REV w 29, THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. ELECTRIC BOX ISSUED FOR 90%NSD CD 11/18/2025 EL A 0 =___= EARTH ISSUED FOR 100%NSD CD 12MW2025 RKS 0 W T TELEPHONE BOX U GRAVEL ° STORM WATER QUALITY NOTES CONSTRUCTION BMPS:It 0 LIGHT POLE o 0 0 0 0 0 0 THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. ® PLYWOOD NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. O FND.MONUMENT 0 SAND j 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S)OR STORM r WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPOT ELEVATION ® WOOD CONT. SITE NAME: CLEANING ANY SUCH DEBRIS THAT MAYBE IN THE STREET AT THE END OF EACH WORKDAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED z CONSTRUCTION BMPS. _0 2.ALL STOCK PILES OF UN-COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN A SET POINT I� WOOD BLOCKING S M O KEY PT-V B - CO LO CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS,SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% K OR GREATER. STEEL W G 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN Al REVISION T/E OVERHEAD SERVICE U PLACE ON THE SITE. CONDUCTORS SITE NUMBER: u! 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. A COAXIAL CABLE iO CENTERLINE F FIBER SE01374A X 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. - - PROPERTY/LEASE LINE P/F POWER AND FIBER w X CHAIN LINK FENCING a � MATCH LINE �--�C� WOOD FENCE SITE ADDRESS: GENERAL FIRE NOTES: -OHP OHP- OVERHEAD POWER LINE 17306 SMOKEY POINT DR WORK POINT UGP BURIED POWER LINE ARLINGTON,WA 98223 0 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2O21 INTERNATIONAL BUILDING CODE AND ALL VVV N GOVERNING CODES. u! G GROUND CONDUCTOR OHT OVERHEAD TELEPHONE LINE J 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR SHEET DESCRIPTION: Z ROAD FRONTING THE PROPERTY.(2021 INTERNATIONAL BUILDING CODE 501.2) UG/T BURIED TELEPHONE LINE 0S2 3. DECORATIVE MATERIALS SHALL BE MAINTAINED INA FLAME-RETARDANT CONDITION.(2021 INTERNATIONAL BUILDING CODE 806.1) T TELEPHONE CONDUIT _y/_µl_ BURIED WATER LINE NOTES 8c LEGEND 0 4. PORTABLE FIRE EXTINGUISHERS:AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM F TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2021 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) SS BURIED SANITARY SEWER E ELECTRICAL CONDUIT (POWER) SD BURIED STORM DRAIN SHEET NUMBER: 01 GENERAL NOTES 4 LEGEND 3 NOT USED 2 T-2 PLANS PREPARED FOR: / ICI \ ��II • / EXISTING BUILDING,TVP \ EXIS TING BUILDING, T Mobile TYP / \\ LANDLORD SIGNATURE 19807 NORTH CREEK PKWY N \ DISCLAIMER BOTHELL,WA 98011 \ THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF \ A CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS, PLANS PREPARED BY: / AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF / \ CONSTRUCTION.TAEC DOES NOT GUARANTEE THE ACCURACY \ / SITE PARCEL NUMBER: \ OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS. \ 00645300000800 Technology Associates \ ASEATTLE MARKET OFFICE \ / / 1455 NW LEARY WAY,STE.400 / \�� SEATTLE,WA 98107 / A \ JURISDICTION APPROVAL SEAL: EXISTING BUILDING,TYR / \ \ O \ \ /�Q V��� \Aq A \ Q�°e� \A / �A �0 EXISTINGASPHALT 67 PARKING LOT&DRIVEWAO• \� / 11 ENGINEERING SEAL: q 7t� \� \ O�� EXISTING DNG, IIe 110 O�� ` \ MM \%. \ \\ EXISTING BUILDING,TYP7210 • �a ` \ 8 `\ SITE PARCEL NUMBER: 00645300000700 `\ JURISDICTION: Q�1 ` EXISTING CONIC CURB,TYR \ \\ CITY OF N ING:TON �� \ 12.23.2025 ZONING: .�``� \ EDGE OF EXISTING ROAD \ \\ HC=HIGHWAY COMMERCIAL P°P� \\ DRAWING NOTICE: EXISTING DRIVEWAY THESE DOCUMENTS ARE CONFIDENTIAL \ \\\ \ AND ARE THE SOLE PROPERTY OF y \ f \ \ T-MOBILE AND MAY NOT BE REPRODUCED, N \ \ \ EXIGLOT&DRIVE � \ D WITHOUT NTHEE PRESS ILE. N PARKING LOT 8 DRIVEWAY \ \ CONSENT OF T-MOBILE. REVISIONS: DESCRIPTION DATE BY REV \ POA� ~ ISSUED FOR 90%NSD CD 11/18/2025 EL A O P!j / = Z w W ISSUED FOR 100%NSD CID 12I23I2025 RKS 0 a e \ \ y SITE NAME: z O SMOKEY PT-VB - COLO SITE NUMBER: \ .�o Q,�e-�9�0 a \ \ , Q�° SE01374A N \ Z ,\\ _ EXISTING EMPTY LOT SITE ADDRESS: 17306 SMOKEY POINT DR NEW T-MOBILE EQUIPMENT&ANTENNA AREA, O FOR ENLARGED SITE PLAN SEE: ARLINGTON,WA 98223 N SHEET DESCRIPTION: Q �� �I \ T°Q� A4 rr SITE PLAN W 2 F \ SHEET NUMBER: O z SITE PLAN zo o ,u' zo' SCALE: 1"=20'-0"(24_ A-1 (OR) 1/2"=20•-0-(".J' PLANS PREPARED FOR: / DISCLAIMER / 1. OF A CURRWINGSENT LA D RE SURVEY.ALL P OPERTWITHOUT THE BENEFIT T Mobile OF A CURRENT LAND SURVEY.ALL PROPERTY LINES, EASEMENTS,AND SETBACKS SHALL BE VERIFIED PRIOR TO LANDLORD SIGNATURE / START OFRACY OF SAID ONTAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS, / ROADS AND SETBACKS. 19807 NORTH CREEK PKWY N 2. MONOPINE,TOWER,AND GROUND EQUIPMENT BY OTHERS BOTHELL,WA 98011 / EXISTING FIBER VAULT / UNDER SEPARATE PERMIT. / EXISTING POWER VAULT / PLANS PREPARED BY: Technology Associates BY OTHERS / EXISTING TELCO CABINET ON H-FRAME, / SEATTLE MARKET OFFICE 1455 NW LEARY WAY,STE.400 SEATTLE,WA 98107 \ �f EXISTING METER BANK ON H-FRAME, JURISDICTION APPROVAL SEAL: \ \ f EXISTING 6 FT HIGH CHAIN LINK FENCE \ \ EXISTING 12 FT WIDE CHAIN \ \ LINK DOUBLE GATE \ f \f \\ f \ \ \\ \\ \ r—X X_X—� ENGINEERING SEAL: \ \\ \ ( \f EXISTING DIESEL GENERATOR ON\ ®\Y A,LE F \ / EXISTING CONC SLAB,BY OTHERS WA 57 6 NAL 12.23.2025 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL f \ /' \\\ /� AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED, y EXISTING EQUIPMENT / / DISSEMINATED OR REDISTRIBUTED CABINET BY OTHERS // WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. -1- \ 0 f REVISIONS: DESCRIPTION DATE BY REV W \ / ISSUED FOR 90%NSD CD 11/18/2025 EL A \\ \f ISSUED FOR 100%NSD CD 12MW2025 RKS 0 O W f f / > \ \ \ SITE NAME: f \\ 0 \ f \�\ /' SMOKEY PT-VB - COLO SITE NUMBER: SE01374A z \f \ EXISTING VERTICAL BRIDGE 130 FT HIGH MONOPINE \ EXISTING ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY SITE ADDRESS: \ 17306 SMOKEY POINT DR o ARLINGTON,WA 98223 N f \ SHEET DESCRIPTION: \\f ,' EXISTING ENLARGED 0 \ \ / N F \ f SITE PLAN di SHEET NUMBER: z SCALE: 3/8"=1'-0"(24x36) A-A EXISTING ENLARGED SITE PLAN °® (OR) 3/16"=1'-0"(11x17) 1 �AA PLANS PREPARED FOR: / DISCLAIMER / 1. OF A CURRWINGSENT LA D RE SURVEY.ALL P OPERTWITHOUT THE BENEFIT T Mobile OF A CURRENT LAND SURVEY.ALL PROPERTY LINES, EASEMENTS,AND SETBACKS SHALL BE VERIFIED PRIOR TO LANDLORD SIGNATURE / START OFRACY OF SAID ONTAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS, / ROADS AND SETBACKS. 19807 NORTH CREEK PKWY N 2. MONOPINE,TOWER,AND GROUND EQUIPMENT BY OTHERS BOTHELL,WA 98011 / / UNDER SEPARATE PERMIT. EXISTING FIBER VAULT NEW T-MOBILE FIBER POC / / PLANS PREPARED BY: / EXISTING POWER VAULT / Technology Associates EXISTING METER BANK ON H-FRAME, EXISTING TELCO CABINET ON H-FRAME, NEW T-MOBILE POC&METER LOCATION / / BY OTHERS SEATTLE MARKET OFFICE /\ 1455 NW LEARY WAY,STE.400 \ NEW T-MOBILE 3"0 POWER CONDUIT / NEW T-MOBILE 2"0 FIBER CONDUIT TRENCHED FROM SEATTLE,WA 98107 \ TRENCHED FROM NEW T-MOBILE METER EXISTING FIBER VAULT TO T-MOBILE CUBE ON H-FRAME. \ BASE TO NEW T-MOBILE PPC PANEL. ROUTE TO BE HAND DUG THROUGH COMPOUND,ALL \ ROUTE TO BE HAND DUG THROUGH f EXISTING U/G CONDUITS AND CABLING IS TO BE LOCATED \ \ COMPOUND,ALL EXISTING JIG AND WORKED AROUND AS NEEDED DURING HAND TRENCHING JURISDICTION APPROVAL SEAL: \ CONDUITS AND CABLING IS TO BE 11 LOCATED AND WORKED AROUND AS A-11 \ �9� NEEDED DURING HAND TRENCHING -R f + \ \\ O ' EXISTING 12 FT WIDE CHAIN I \f \ I�X LINK DOUBLE GATE 9 NEW 12 FT WIDE DOUBLE \\ , \ w /.flf CHAI LINK GE NEWT-MOBILE AT REQUIRED SIGNAGE \ Q r—X X�X ENGINEERING SEAL: N MOUNTED ON EXISTING GATE ? EXISTING DIESEL GENERATOR ON yF`- / oEXISTING CONC SLAB,BY OTHERS ® �� EXISTING 6 FT HIGH CHAIN LINK FENCE \\ /0. �� 01 210 12.23.2025 \ DRAWING NOTICE: �/ / THESE DOCUMENTS ARE CONFIDENTIAL \`\\ / AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED, N \ + \ f // \ \ / / DISSEMINATED OR REDISTRIBUTED EXISTING EQUIPMENT CABINET BY OTHERS / WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. REVISIONS: DESCRIPTION DATE BY REV \ \\ \ �- i ,;,DTI/ 9 - `• / ISSUED FOR 90%NSD CD 11/18/2025 EL A 0 \ � ISSUED FOR 100%NSD CD 12MW2025 RKS 0 p NEW T-MOBIL PLAN MEET AREA, �\ \\\\` r ^ \ ,7 o FOR EQUIPMENTNT PLAN SEE: \ � 2Y�'�- SITE NAME: \\+ \�` �V SMOKEY PT-VB - COLO SITE NUMBER: SE01374A j -/- \ / EXISTING VERTICAL BRIDGE 130 FT HIGH MONOPINE SITE ADDRESS: 17306 SMOKEY POINT DR o ARLINGTON,WA 98223 SHEET DESCRIPTION: p/� NEWT-MOBILE ANTENNA AREA, FINAL ENLARGED i FOR ANTENNA PLAN SEE: e \\ �\ N O A3 / WSITE PLAN di � ` SHEET NUMBER: 0. Z SCALE: 3/S"=V-0"(24x36) A-"■1 FINAL ENLARGED SITE PLAN °® (OR) 3/16—V-0"(11x17) 1 PLANS PREPARED FOR: GROUND:FINAL EQUIPMENT INVENTORY DIMENSIONS WEIGHT CABINET TYPE CABINET T Mobile LANDLORD SIGNATURE SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL (LxWxD) (LBS) EQUIP ENT)F QUANTITY 19807 NORTH CREEK PKWY N ADD NEW (1) CABINET PURCELL HPL3.1 600A LARGE SSC 40.0"x 48.0"x 72.0" 480 CONC PAD - BOTHELL,WA 98011 TOWER:FINAL EQUIPMENT INVENTORY ADDNEW (1) CABINET PURCELL LB3 BATTERY 60.4"x30"x 33.8" 350 CONC PAD DIMENSIONS WEIGHT ADD NEW (2) BASEBAND NOKIA ASIM 1.89"x 8.62"x 14.84" 6.39 HPL3.1 CABINET 1 PLANS PREPARED BY: SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER MODEL (LxWxD) (LBS) ADD NEW (3) BASEBAND NOKIA ABIP 0.98"x8.62"x 14.33" 4.41 HPL3.1 CABINET , ADD NEW (3) ANTENNA COMMBCOPE FFW-65C-R2-CM 96.0"x25.2"x9.3' 123.5 ADDNEW (1) BASEBAND NOKIA AMID 5.08"x 17.60"x 15.75" 11.68 HPL3.1 CABINET , Technology Associates ADD NEW (3) ANTENNA NOKIA "HA 39.25"x 20.67"x 6.89" 79.4 ADD NEW (1) ROUTER NOKIA CSR IXR.V2 1.75"x 17.25"x 10.0" 8.5 HPL3.1 CABINET 1 SEATTLE MARKET OFFICE ADD NEW (3) RRU NOKIA AHFII 25.20"x 13.78"x 4.72" 71.65 ADD NEW (16) BATTERIES POWERSAFE SBS 19OF 22.1"x 4.9"x 12.4" 132.3 LB3 CABINET , 1455 NW LEARY WAY,STE.400 SEATTLE,WA 98107 ADD NEW (3) RRU NOKIA AHLOB 25.24"x 13.47"x 5.04" 70.55 ADD NEW (1) PPC/DISCONNECT RAYCAP RTMAC-2465-P-240-MTS 39"X22.855"X12.593" 80 ON H-FRAME24' - ADDNEW (1) ANTENNAMOUNT PERFECT VISION MPM-TA24ST8-AP19 96'(FACE) 1080 96"(FACE) ADD NEW (1) TELCO CABINET CHARLES RL7000 26"x 22"x 20" 90 ON H-FRAME - JURISDICTION APPROVAL SEAL ADD NEW (2) HYBRID TRUNK RFS 6x24 HYBRID 1-5/8"0 AT 60m 2.5 LB/FT ADD NEW (1) TRANSFER SWITCH GENERAC 200 AMPS(RXSW20OA3CUL) 30"x,3.5"X6.3" 40 ON H-FRAME NOTE: ADD NEW (2) SERVICE LIGHT RAB X34-35L/120 6-1/8"x 5-3/4"x 1-5/8" - ON H-FRAME 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS,MOUNTING HARDWARE,AND RF DESIGN. 2. REFER TO FINAL CONFIGURATION ANTENNA SCHEDULE ON SHEET RF-1. ADD NEW (1) GENERATOR GENERAC RD048 103.4"x 35.0"x 90.0" 2954 ON CONCRETE PAD - 3. ANTENNAS,AUXILIARY EQUIPMENT AND ANTENNA MOUNT TO BE PAINTED DARK GREEN W/CONCEALMENT SOCKS TO MATCH FAUX PINE NEEDLES. BATTERY NOTES, MAXIMUM OF(4)STRINGS OF(4)(16 BATTERIES TOTAL)OF VALVE REGULATED LEAD ACID BATTERIES(VRLA)MODEL POWERSAFE SBS 19OF WITH IMMOBILIZED ELECTROLYTE TECHNOLOGY.TOTAL CAPACITY 36.48 KWH.COMPLIANCE WITH 2O21 INTERNATIONAL FIRE CODE SECTION 1207.1.1 ENGINEERING SEAL: ENERGY STORAGE THRESHOLD QUANTITIES IS NOT REQUIRED. b COMPOUND EXTENSION ccccvv 10'-O" ®'�WA f NEW T-MOBILE LEASE AREA&CONC SLAB ��A NEW T-MOBILE AHFII 8 ALHOB(BELOW) \\ // NEW T-MOBILE 12 FT WIDE ? (1 PER SECTOR,3 SECTORS,3 TOTAL) \ / DOUBLE CHAIN LINK GATE �s NEW T-MOBILE(AVHA)ANTENNA 3 q $ + \\ + 6 (1 PER SECTOR,3 SECTORS,3 TOTAL) A-$ A-8 A-8 \ / A-10 8 P?$ NEW T-MOBILE(FFW-65C-R2-CM)ANTENNA \` ���Il® (1 PER SECTOR,3 SECTORS,3 TOTAL) -�- )( + �0 1 EXISTING VERTICAL BRIDGE 12.23.2025 130 FT HIGH MONOPINE _. - -_ < NEW T.MOBILE 6 FT HIGH DRAWING NOTICE: CHAIN LINK FENCE D e THESE DOCUMENTS ARE CONFIDENTIAL z r-1" a" A-10 AND ARE THE SOLE PROPERTY OF m0� NEW T-MOBILE 48KW w w EXISTING T-MOBILE I DIESEL GENERATOR z T-MOBILE AND MAY NOT BE REPRODUCED, N w z 5 FT WIDE ROLLING a s O Y DISSEMINATED OR REDISTRIBUTED w Q z Z ACCESS GATE xl A_1a A-1s A-11 A-11 A-11 O0 z WITHOUT THE EXPRESS WRITTEN w ¢ (s J CONSENT OF T-MOBILE. r - U A-10 NEWT-MOBILE TRANSFER o "\; SWITCH(1 TOTAL) x MOUNTED ON NEW H-FRAME U u '..., w REVISIONS: rc A to A?11 DESCRIPTION DATE BY REV o w e \ •R I\ 1 m NEWT-MOBILE(4) X _ L ISSUED FOR 90%NSD CD 11/18/2025 EL A p � ,� \ g STRINGS OF BATTERIES NEW T-MOBILE LEC CUBE CABINET 3 ISSUED FOR 100%NSD CD 1223rzo25 RKS 0 zz MOUNTED IN CABINET (1 TOTAL)MOUNTED ON NEW H-FRAME z w 5 A,10 A 11 z i S NEW T-MOBILE F z LB3 BATTERY UNEW N (2)ASIM,OBILE CABINET z w , ¢ (3)ABIP, 9 8 ❑ F \ V m (1)ANo, A-0 A-9 E SITE NAME: 0 '� -3 (1)ROUTER, O z C. F O MOUNTED IN CABINET a U NEW T-MOBILE TRI \-,` 3 1 2 3 4 NEW T-MOBILE NEW T-MOBILE SERVICE LIGHTS,TYP G SECTOR MOUNT(1 TOTAL) z A-9 A-9 A-9 A-9 HPL3.1 CABINET 3 SMOKEY PT-VB - COLO (T-0"MIN CLR) SITE NUMBER: M NEW T-MOBILE BACK TO BACK RRU MOUNTS •- ° o x (1 PER SECTOR,3 SECTORS,3 TOTAL) i • - �\� `�E O I �`�„ y 8 c NEW T-MOBILE PPC PANEL(1 TOTAL) z A 8 4 I FUTURE I I MOUNTED ON NEW H-FRAME j - o�! ° SITE ADDRESS: a NEWT-MOBILE ICE II T-MOBILE II 1 4° a 2 7 BRIDGE,TYP CABINET J �' 17306 SMOKEY POINT DR m �, A-10 A-11 O °� L ARLINGTON,WA 98223 N /F W/F • • --- J`-- SHEET DESCRIPTION: I NEW T-MOBILE U/G 3"POWER CONDUIT FROM METER BANK& ANTENNA & w NEW T-MOBILE GAS x 11 2"FIBER CONDUIT FROM EXISTING FIBER VAULT(APPROX t35'-0"LONG) N EQUIPMENT PLANS 0: N ANTENNA(1 TOTAL) O A-11 ROUTES TO BE HAND DUG THROUGH COMPOUND,ALL EXISTING U/G w e CONDUITS AND CABLING IS TO BE LOCATED AND WORKED AROUND AS A-$ NEEDED DURING HAND TRENCHING SHEET NUMBER: 0 0 SCALE: 1/2"-1--0"(24x36) SCALE: 1/2"=1'-O"(24x36) A-A Z ANTENNA PLAN 00 6® (OR) 1/4"=1'-0"(11x17) 1 EQUIPMENT PLAN ° 6®' (OR) 1/4"= -0"(11x17) 2 AAA PLANS PREPARED FOR: LANDLORD SIGNATURE T Mobile 19807 NORTH CREEK PKWY N BOTHELL,WA 98011 TOP OF EXISTING MONOPINE FAUX BRANCHES TOP OF EXISTING MONOPINE FAUX BRANCHES ELEV.139.0'AGL -' ELEV.139.0AGL " PLANS PREPARED BY: EXISTING ANTENNAS,BY OTHERS EXISTING ANTENNAS,BY OTHERS Technology Associates TOP OF EXISTING MONOPINE _ _ TOP OF EXISTING MONOPINE ELEV.130.0'AGL � r' ELEV.130.0'AGL RAD CENTER OF EXISTING ANTENNAS BY OTHERS , I n RAD CENTER OF EXISTING ANTENNAS BY OTHERS E' SEATTLE MARKET OFFICE ELEV.126.0'AGL ELEv.lzs.o'AG� — — 1455 NW LEARY WAY,STE.400 y � av SEATTLE,WA 98107 r LJ 'gym JURISDICTION APPROVAL SEAL: RAD CENTER OF EXISTING ANTENNAS BY OTHERS _ _ ; ;`I�,I ✓ -�1'A RAD CENTER OF EXISTING ANTENNAS BY OTHERS ELEV.113.0'AGL ELEV.113.0'AGL NEW T-MOBILE(FFW-65C-R2-CM)ANTENNA 1 TOP OF NEW T-MOBILE ANTENNAS - (1 PER SECTOR,3 SECTORS,3 TOTAL) q-g ELEV.105.0'AGL TOP OF NEW T-MOBILE ANTENNAS ELEV.102.6'AGL a • RAD CENTER NEW T-MOBILE ANTENNAS ' -- - - ELEV.101.0'AGL ENGINEERING SEAL: OdA1L,]E.l,�p® ACT' NEW T-MOBILE TRI a SECTOR MOUNT(1 TOTAL) NEW T-MOBILE(AVHA)ANTENNA 2 ��7 YL (1 PER SECTOR,3 SECTORS,3 TOTAL) q_g NEW T-MOBILE AHFII 8 ALHOB - (1 PER SECTOR,3 SECTORS,3 TOTAL) A-8 A-8 A-8 0 NEW T-MOBILE BACK TO BACK RRU MOUNTS • �" ♦. yy� (1 PER SECTOR,3 SECTORS,3 TOTAL) , 57�ll® EXISTING 130 FT HIGH MONOPINE �� EXISTING 130 FT HIGH MONOPINE 12.23.2025 r�¢ DRAWING NOTICE: DISCLAIMER: THESE DOCUMENTS ARE CONFIDENTIAL 1. F SAFETY LINE IS OBSTRUCTED,SITE AND ARE THE SOLE PROPERTY OF w � MAY REQUIRE MAN LIFT OR CRANE. T-MOBILE AND MAY NOT BE REPRODUCED, IN - DISSEMINATED OR REDISTRIBUTED y - 2.CAPACITY OF THE TOWER&ANTENNA '1. w MOUNTS TO SUPPORT PROPOSED LOADS WITHOUT THE EXPRESS WRITTEN IS TO BE DETERMINED BY OTHERS. CONSENT OF T-MOBILE. '7 a y,cfe 3.ANTENNAS,AUXILIARY EQUIPMENT AND ' ANTENNA MOUNT TO BE PAINTED DARK REVISIONS: GREEN W/CONCEALMENT SOCKS TO I NEW T-MOBILE HYBRID TRUNK 6x24 60m a DESCRIPTION DATE BY REV MATCH FAUX PINE NEEDLES. (TOTAL 2)ROUTED IN MONOPOLE ISSUED FOR 1 N O uK'i A'13 ISSUED FOR 00%NSD CD 12I23I2025 RKS 0 � I � I 0 I I o SITE NAME: y I SMOKEY PT-VB - COLO I SITE NUMBER: m I x NEW T-MOBILE EQUIPMENT AREA, S E01374A FOR EQUIPMENT PLAN SEE: m EXISTING 6 FT HIGH CHAIN LINK FENCE EXISTING 6 FT HIGH CHAIN 2 LINK FENCE A-3 SITE ADDRESS: a N 17306 SMOKEY POINT DR o ARLINGTON,WA 98223 W N I i I I ------ " SHEET DESCRIPTION: i I FINISH GRADE ELEVATIONS FINISH GRADE 0 T ELEV.0'-0'REF ELEV.O'-0"REF SHEET NUMBER: 0 O SOUTHEAST ELEVATION EXISTING SCALE: 1/8"=1'-0"(24x36) 0 2, A g SCALE: 1/8"=1'O"(I1j7)(24x36) A-4 (EXISTING) ° 2® ,QR> 1/16"=1'-0"(11 x1 7) 1 SOUTHEAST ELEVATION (FINAL) �' (OR) 1/16"=1'-0"(11x17) 2 PLANS PREPARED FOR: LANDLORD SIGNATURE T Mobile 19807 NORTH CREEK PKWY N BOTHELL,WA 98011 TOP OF EXISTING MONOPINE FAUX BRANCHES TOP OF EXISTING MONOPINE FAUX BRANCHES ELEV.139.0'AGL ELEV.139.0'gGL PLANS PREPARED BY: EXISTING ANTENNAS,BY OTHERS EXISTING ANTENNAS,BY OTHERS Technology Associates TOP OF EXISTING MONOPINE "A TOP OF EXISTING MONOPINE - - H" ELEV.130.0'AGL r' ELEV.130.0'AGL �, RAD CENTER OF EXISTING ANTENNAS BY OTHERS RAD CENTER OF EXISTING ANTENNAS BY OTHERS SEATTLE MARKET OFFICE ELEV.126.0'AGL ELEV.126.0'AGL 1455 NW LEARY WAY,STE.400 SEATTLE,WA 98107 JURISDICTION APPROVAL SEAL: RAD CENTER OF EXISTING ANTENNAS BY OTHERS _ _ L RAD CENTER OF EXISTING ANTENNAS BY OTHERS _ _ I'�� - ELEV.113.0'AGL n� ELEV.113.0'AGL I NEW T-MOBILE(FFVV-65C-R2-CM)ANTENNA( TOP OF NEW T-MOBILE ANTENNAS (1 PER SECTOR,3 SECTORS,3 TOTAL) q-8 - ELEV.105.0'AGL 4 TOP OF NEW T-MOBILE ANTENNAS VF'ELEV.102.6'AGL At RAD CENTER NEW T-MOBILE ANTENNAS ELEV.101.0'AGL ENGINEERING SEAL: e' 14 P,�e�..�®o NEW T-MOBILE TRI SECTOR MOUNT(1 TOTAL) NEW T-MOBILE(AVHA)ANTENNA e ry- (1 PER SECTOR,3 SECTORS,3 TOTAL) A_g NEW T-MOBILE AHFII&ALHOB (1 PER SECTOR,3 SECTORS,3 TOTAL) A-8 A-8 A-8 NEW T-MOBILE BACK TO BACK RRU MOUNTS '' • �" (1 PER SECTOR,3 SECTORS,3 TOTAL) J �a 57210 EXISTING 130 FT � �� EXISTING 130 FT HIGH MONOPINE �y HIGH MONOPINE I 12.23.2025 - DRAWING NOTICE: DISCLAIMER: THESE DOCUMENTS ARE CONFIDENTIAL 1. IF SAFETY LINE IS OBSTRUCTED,SITE AND ARE THE SOLE PROPERTY OF y MAY REQUIRE MAN LIFT OR CRANE. T-MOBILE AND MAY NOT BE REPRODUCED, 2.CAPACITY OF THE TOWER&ANTENNA DISSEMINATED OR REDISTRIBUTED MOUNTS TO SUPPORT PROPOSED LOADS WITHOUT THE EXPRESS WRITTEN IS TO BE DETERMINED BY OTHERS. CONSENT OF T-MOBILE. y ❑ _ x` - 3.ANTENNAS,AUXILIARY EQUIPMENTAND ANTENNA MOUNT TO BE PAINTED DARK i., ':' - REVISIONS: GREEN W/CONCEALMENT SOCKS TO T-MOBILE HYBRID TRUNK 6x24 60m DESCRIPTION DATE BY REV -1 � MATCH FAUX PINE NEEDLES. (TOTAL 2)ROUTED IN MONOPOLE ISSUED FOR 90%NSD CD 11/18/2025 EL A 00 +.� AgT ?w A-13 ISSUED FOR 100%NSD CD 12MW2025 RKS 0 K O 7 o SITE NAME: y SMOKEY PT-VB - COLO I I SITE NUMBER: I I'II'II I I x NEW T-MOBILE EQUIPMENT AREA, S E01374A FOR EQUIPMENT PLAN SEE: L. EXISTING 6 FT HIGH CHAIN LINK FENCE [EXISTING 6 FT HIGH CHAIN LINK FENCE 2 A-3 i SITE ADDRESS: 17306 SMOKEY POINT DR 0 - ARLINGTON,WA 98223 W p SHEET DESCRIPTION: 'IN_'SH GRADE L FINISH GRADE ELEVATIONS O ELEV.0'-0"REF 'ELEV.0'-0"REF W_ F SHEET NUMBER: O SOUTHWEST ELEVATION (EXISTING) 0® SCALE: 1/8"=1'-0"(24.36) 0 2, A g SCALE: 24x36) A-5 oR> 1/16"=1'-0"(11x17) 1 SOUTHWEST ELEVATION (FINAL) �' (OR) 1/16-1'-0"(11x17) 2 PLANS PREPARED FOR: LANDLORD SIGNATURE T Mobile 19807 NORTH CREEK PKWY N BOTHELL,WA 98011 TOP OF EXISTING MONOPINE FAUX BRANCHES TOP OF EXISTING MONOPINE FAUX BRANCHES ELEV.139.0'AGL ELEV.139.0'AGL PLANS PREPARED BY: EXISTING ANTENNAS,BY OTHERS 4. EXISTING ANTENNAS,BY OTHERS Technology 4Associates 0 TOES TING MONOPINE n ' T 'AGL T EOXG MONOPINE n n T' RAD CENTER OF EXISTING ANTENNAS BY OTHERS RAD CENTER OF EXISTING ANTENNAS BY OTHERS ,tl t-. SEATTLE MARKET OFFICE ELEV.12s.o'AGL - - ELEv.lzs.o'AGILOF - - " 1455 NW LEARY WAY,STE.400 xa SEATTLE,WA 98107 JURISDICTION APPROVAL SEAL: RAID CENTER OF EXISTING ANTENNAS BY OTHERS _ _ ��/,-'� � �" RAD CENTER OF EXISTING ANTENNAS BY OTHERS ELEV.113.0'AGL L ELEV.113.0'AGL %•`_, 11 NEW T-MOBILE(FFW-65C-R2-CM)ANTENNA "^�k¢ TOP OF NEW T-MOBILE ANTENNAS III ""` • (1 PER SECTOR,3 SECTORS,3 TOTAL) A-8 ELEV.105.0'AGL TOP OF NEW T-MOBILE ANTENNAS EAD U L - - - 1.1 III .k EEVCEONTOERAGLW T-MOBILE ANTENNASles ENGINEERING SEAL: NEW T-MOBILE TRI - SECTOR MOUNT(1 TOTAL) NEW T-MOBILE(AVHA)ANTENNA e 'JAI (1 PER SECTOR,3 SECTORS,3 TOTAL) � A_g �® 4 A-8 / NEW T-MOBILE AHFII 8 ALHOB 3 4 8 - }� (1 PER SECTOR,3 SECTORS,3 TOTAL) A-8 A-8 A-8 0 NEW T-MOBILE BACK TO BACK RRU MOUNTS (1 PER SECTOR,3 SECTORS,3 TOTAL) , 00t 0 r57210 f% EXISTING 130 FT - EXISTING 130 FT HIGH MONOPINERy HIGH MONOPINE 4Y ®UAL 12.23.2025 DRAWING NOTICE: DISCLAIMER: THESE DOCUMENTS ARE CONFIDENTIAL E, 1. IF SAFETY LINE IS OBSTRUCTED,SITEy AND ARE THE SOLE PROPERTY OF w MAY REQUIRE MAN LIFT OR CRANE. T-MOBILE AND MAY NOT BE REPRODUCED, IN DISSEMINATED OR REDISTRIBUTED 2.CAPACITY OF THE TOWER&ANTENNA q, MOUNTS TO SUPPORT PROPOSED LOADS WITHOUT THE EXPRESS WRITTEN w - F IS TO BE DETERMINED BY OTHERS. c CONSENT OF T-MOBILE. w , - 3.ANTENNAS,AUXILIARY EQUIPMENT AND - O ANTENNA MOUNT TO BE PAINTED DARK -- I - REVISIONS: 7JyuYy"• GREEN W/CONCEALMENT SOCKS TO _____-NEWT-MOBILE HYBRID TRUNK 6.24 60m DESCRIPTION DATE BY REV MATCH FAUX PINE NEEDLES. w (TOTAL 2)ROUTED IN MONOPOLE ISSUED FOR 90%NSD CD 11/18/2025 EL A p ISSUED FOR 100%NSD CD 12I23/2025 RK6 0 K O o SITE NAME: z SMOKEY PT-VB - COLO I SITE NUMBER: m I EXISTING 12 FT WIDE DOUBLE CHAIN LINK GATE NEW T-MOBILE EQUIPMENT AREA, `-"EO v I T'` FOR EQUIPMENT PLAN SEE: m EXISTING 6 FT HIGH CHAIN LINK FENCE EXISTING 6 FT HIGH CHAIN LINK FENCE 2 z EXISTING 13 FT WIDE PORTION A-3 SITE ADDRESS: OF EXISTING CHAIN LINK FENCE �TO BE REMOVED � � 17306 SMOKEY POINT DR o - ARLINGTON,WA 98223 `• j::i SHEET DESCRIPTION: O-a, L FINISH GRADE _ FINISH GRADE -%• -'I--- ----L(----)- ELEVATIONS p ELEV.0'-0"REF ELEV.0'-0"REF A/A'/A'/A'/A'/A'n�/A'/A'/A'/A'n�/A'/A/�A'��A'���/�A/�A/�A'<�A'<���� SHEET NUMBER: O /� SCALE: 1/8"=1'-0"(24x36) SCALE: 1/8"=1'-0"(24x36) -A NORTHWEST ELEVATION (EXISTING) °® ,OR) 1/16"=1'-0"(11x17) 1 NORTHWEST ELEVATION (FINAL) �' (OR) 1/16"=1'-0"(11x17) 2 AAA PLANS PREPARED FOR: LANDLORD SIGNATURE T Mobile 19807 NORTH CREEK PKWY N BOTHELL,WA 98011 TOP OF EXISTING MONOPINE FAUX BRANCHES TOP OF EXISTING MONOPINE FAUX BRANCHES ELEV.139.0'AGL jo ELEV.139.0'AGL PLANS PREPARED BY: EXISTING ANTENNAS,BY OTHERS EXISTING ANTENNAS,BY OTHERS Technology Associates TOP OF EXISTING MONOPINE L�---.,_t1 *`''` TOP OF EXISTING MONOPINE n _ _ ELEV.130.0'AGL ELEV.130.0'AGL n r RAD CENTER OF EXISTING ANTENNAS BY OTHERS � —� RAD CENTER OF EXISTING ANTENNAS BY OTHERS � h__ SEATTLE MARKET OFFICE ELEV.12s.o'AGL — — `' ELEV.126.0'AGL 1455 NW LEARY WAY,STE.400 � � SEATTLE,WA 98107 v JURISDICTION APPROVAL SEAL: jo4 ; RAD CENTER OF EXISTING ANTENNAS BY OTHERS _ _ I � RAD CENTER OF EXISTING ANTENNAS BY OTHERS ELEV.11 AGL n L ELEV.1,3.0'AGL 44, L c NEW T-MOBILE(FFVV-65C-R2-CM)ANTENNA 1� TOP OFNEW T-MOBILE ANTENNAS (1 PER SECTOR,3 SECTORS,3 TOTAL) q_g ELEV.106.0'AGL --�U TOP OF NEW T-MOBILE ANTENNAS ELEV.102.6'AGL +W RAD CENTER NEW T-MOBILE ANTENNAS _ ELEV.101.0, GIL-41w /" ENGINEERING SEAL: � -- �- �� NEW 7-MOBILE TRI SECTOR MOUNT(1 TOTAL) NEW T-MOBILE(AVHA)ANTENNA 2 (1 PER SECTOR,3 SECTORS,3 TOTAL) A_g NEW T-MOBILE AHFII&ALHOB (1 PER SECTOR,3 SECTORS,3 TOTAL) A-8 A-8 A-8 NEW T-MOBILE BACK TO BACK RRU MOUNTS------ • �" (1 PER SECTOR,3 SECTORS,3 TOTAL) g 8 A-8 5 72ll r ✓�® V�� EXISTING 130 FT j� EXISTING 130 FT HIGH MONOPINE �y - _ - HIGH MONOPINE4Yd(�J/®�A¶ 12.23.2025 -- DRAWING NOTICE: -_ DISCLAIMER: THESE DOCUMENTS ARE CONFIDENTIAL 1. IF SAFETY LINE IS OBSTRUCTED,SITE AND ARE THE SOLE PROPERTY OF w MAY REQUIRE MAN LIFT OR CRANE. _ .. T-MOBILE AND MAY NOT BE REPRODUCED, y DISSEMINATED OR REDISTRIBUTED 2.CAPACITY OF THE TOWER&ANTENNA w 1 _ MOUNTS TO SUPPORT PROPOSED LOADS WITHOUT THE EXPRESS WRITTEN w - IS TO BE DETERMINED BY OTHERS. "*. - CONSENT OF T-MOBILE. 3.ANTENNAS,AUXILIARY EQUIPMENT AND ANTENNA MOUNT TO BE PAINTED DARK REVISIONS: ___I�_ GREEN W/CONCEALMENT SOCKS TO NEWT-MOBILE HYBRID TRUNK 6x2460m DESCRIPTION DATE BY REV z � MATCH FAUX PINE NEEDLES. (TOTAL 2)ROUTED IN MONOPOLE ISSUED FOR 90%NSD CD 11/18/2025 EL A 0o ISSUED FOR 100%NSD CD 12MW2025 RKS 0 K O o SITE NAME: z SMOKEY PT-VB - COLO I I u SITE NUMBER: N I I .I x NEW T-MOBILE EQUIPMENT AREA, S EO 1374A FOR EQUIPMENT PLAN SEE: m EXISTING 6 FT HIGH CHAIN LINK FENCE EXISTING 6 FT HIGH CHAIN LINK FENCE 2 A-3 SITE ADDRESS: 17306 SMOKEY POINT DR o - ARLINGTON,WA 98223 W N R I I SHEET DESCRIPTION: S FINISH GRADE FINISH GRADE +„ ELEVATIONS O ELEV.0'-0"REF ELEV.0'-0"REF W_ F SHEET NUMBER: O SCALE: 1/8"=1' "=1'-O"(24x36) AAA�-7 NORTHEAST ELEVATION (EXISTING) °® ,OR) 1/16-1--0"(11x17) 1 NORTHEAST ELEVATION (FINAL) SCALE:�' (OR) 1/16"=1'-0"(11x17) 2 PLANS PREPARED FOR: NOKIA:AHLOB AIRSCALE 4T4R B71/85 320W COMMSCOPE: FFVV-65C-R2-CM FEATURES: 4T4R AIRSCALE MULTIBAND RRH RADOMECOLOR: LIGHT GRAY T Mobile PERFECT VISION: (PV-MPM-TA24-ST8-AP19) LANDLORD SIGNATURE DIMENSIONS: 25.24"x 13.47"x 5.04"(HxWxD) DIMENSIONS,HxWxD: 96.0"x25.2"x9.3" WEIGHT: 70.55 LBS WEIGHT,W/ SQUARE TUBE FACE MONOPOLE T-ARM ANTENNA PORTS: 4x4.3-10 PRE-MOUNTED BRACKETS: 123.5 lb 19807 NORTH CREEK PKWY N CONNECTOR: 8-PIN DIN FEMALE/8-PIN DIMENSIONS: 96"FACE WIDTH,24"STANDOFF,96"MAST PIPES `a '' 5.04"' DIN MALE BOTHELL,WA 98011 WEIGHT: 1080 Ibs MATERIALS 8 SECTION PROPERTIES: • STANDOFF T-ARM:HSS 5X3X3/8,A500-B,HDG • FACE MEMBER:HSS 3.5X3.5X3/16,A500-B,HOG COMPATIBLE WITH ADJUSTABLE AZIMUTH PLANS PREPARED BY: PER SECTOR 10"-45"POLE OD • ANTENNA PIPE:NPS 2 SCH 40,A500-C,HOG Technology Associates 13 a7^ SEATTLE MARKET OFFICE 1455 NW LEARY WAY,STE.400 SEATTLE,WA 98107 2a — PV-RM1045-GS "•PV-XP-TAST-35 3-1/2"x3-1/2"x3/16" - � (D 252" JURISDICTION APPROVAL SEAL: PIPE-238X96 9" PLAN VIEW PLAN VIEW SIDE VIEW FRONT VIEW PERSPECTIVE VIEW: 02-3/8"—II— 1 AHLOB NCTSE 4 ANTENNA SPECIFICATIONS N.T.S. ENGINEERING SEAL: ®: NOKIA: MASSIVE MIMO ADAPTIVE ANTENNA(AVHA) ®• OUTPUT POWER: 6.25 W/TRX(400 W total),SW SETTABLE UP TO 13 dB DOWN 96" TOPP GPS ANTENNA FREQUENCY RANGE: 2496 MHz-2690 MHz 3GPP/FCC/ISED DIMENSIONS: 39.25"x 20.67"x 6.89" PV-TA24 PV-ST35X96 WEIGHT: 79.4 Ibs(EXCLUDING MOUNTING BRACKETS) ®� VO PIPE(MIN.) ANTENNA PIPE MAST PERSPECTIVE VIEW: PV-XP-DC-2030 PIPE TO PIPE CLAMP SET ���Il® FRONT VIEW ANTENNA MOUNT SPECIFICATIONS N.T.S.SCALE 7 �° 12.23.2025 DRAWING NOTICE: PV-SMART-MSK6 BACK TO BACK CROSSOVER FORT-ARM THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF u T-MOBILE AND MAY NOT BE REPRODUCED, N DISSEMINATED OR REDISTRIBUTED w ® WITHOUT THE EXPRESS WRITTEN LE0 CONSENT OF T-MOBILE. N 0 G ® REVISIONS: //� DESCRIPTION DATE BY REV w GPS ANTENNA MOUNTING NCTSE 5 ANTENNA SPECIFICATIONS NCTSE ISSUED FOR901NSD CD 11/18/2025 EL A 0 G ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 j w NOKIA:AFHII AIRSCALE 4T4R B25/66 480W O FEATURES: 4T4R AIRSCALE MULTIBAND RRH o DIMENSIONS: 25.20"z 13.78"z 4.72"(HxWxD) WEIGHT: 71.65 LBS j ANTENNA PORTS: 4 x 4.3-10 SITE NAME: 0 z m 0 SMOKEY PT-VB - COLO PV-SMART-MSK6 Iy BACK-TO-BACK PIPE CLAMP FOR T-ARM J WEIGHT:37.265LBS Lai SITE NUMBER: v, x SE01374A y PV-SMART-MSK6 SHOWN INSTALLED ON A T-ARM WITH DUAL PIPES INSTALLED W 13.78" Z FITS PIPES UP TO m4-1/2" SITE ADDRESS: 5 OP VIEW 17306 SMOKEY POINT DR W 8 2 0 em ARLINGTON,WA 98223 N N 1 OF2 /r\\ Id_wsMARf QFITS T-ARMS UP TO T\CVlIQ oIJASK pERFECT�151017® Z 6"TALL AND 6"WIDE 4/2o/2D27 wsMARr-rued SHEET DESCRIPTION: 1:4 4.72" 13.78" ly DIMENSIONS AREININCHES B59 DETAILS iIXERANCES U.N.O. Msu wtt-Ioe,ncRa"M>wR.warn W HOLES:EI/Id', AA LGUTAR:PROFIL-I14•,RENDe2• PV-SMART-ENG-13 a PLAN VIEW SIDE VIEW FRONT VIEW PERSPECTIVE VIEW: HSIDE VIEW OTHERS:!I/Id' A,u APPROVED xn NnuLvefws[ oawRrox V VPROPRIE7ARY AND CONNDENDAL THE INFORMATON CONTAINED IN THIS DRAWING 6THE SOLE PROPERTY OF PERFEGTVISION.ANY REPRODUCTION IN PART OR AS A WHOLE WRHOUT THEWRRTEN PER...OFPERFE-ION6 PROHI&TED.� SHEET NUMBER: F BACK TO BACK RRU MOUNT SCALE $ NOT USED SCALE 6 gHFll SCALE 3 A-8 N.T.S. N.T.S. N.T.S. PLANS PREPARED FOR: NOKIA:CSR IXR-e V2 GEN 2 MODEL: 3HE15548AA NOKIA:AIRSCALE CONTROL UNIT(ASIM)DIMEN Mobile WEIGH I NS FULL xQUIPP 10. LB 7.25"x 10.0" T WEIGHT(FULLY EQUIPPED): 10.5 LBS � � PURCELL:HPL3.1 LARGE SITE SUPPORT CABINET PSU SLOT: 2 DIMENSIONS 1.39"lbs. x14.84" LANDLORD SIGNATURE MOUNTING: MOUNT IN A RECOMMENDED I9-INCH EQUIPMENT RACK.THE WEIGHT 6.391bs. OUTDOOR CABINET TYP POWER CONSUMPTION: 52 W CHASSIS HAS FACTORY-INSTALLED MOUNTING FLANGES FOR DIMENSIONS,HxWxD: 480l s(CAI OPERATIONAL TEMP RANGE: -5°C TO ETSI EN FRONT-TO-BACK AIRFLOW 19807 NORTH CREEK PKWY N WEIGHT: 4801bs(CABINET ONLY) FLUSH-MOUNTING,FACING FORWARDS,IN A 19-INCH RACK. ENVIR.PROTECTION: IP 20,ETSI EN 300 019-1-3,CLASS 3.1 E OPERATING TEMP: -40°C TO+50°C MANAGEMENT BOTHELL,WA 98011 COOLING: DIRECT AIR COOLING SFP/SFP+10 Gbps SFP28/SFP+25Gbps DC PSU DC PSU PORTS 1-24 PORTS 25-32 GLASS Fac(Hok10 SIN(HDMI) -REFERENCE MANUFACTURER'S SPECIFICATIONS LED CONVENIENCE LIGHT INSIDE S r RECEIVER (DUAL- soul(Noel) FOR DETAILED EQUIPMENT INFORMATION � Dun(-HOLE 2.R5) LMP/EIF4 37-7/8' O 9 ®®-• n6 ••" •"••~•" RESET PLANS PREPARED BY: llU.a 8ppo Sppo 8 0' O ®o ® NOKIA->.,---� -LJ�L-- O Ow 0000 aO S000SO00i30� OOo 22-1/2" 2-3/4" o .0 ,0 2233 OR 19 INCH RACK FRONTVIEW QSFP28 O 00 00GBPS DSB +_ o Technology Associates e THERMAL SYSTEM PORTS 33-94 30" 0 CONTROL UNITS GROUNDING CHASSIS,USE TWO HOLE CONSOLE DUAL FAN DRECT AIR oc IN asv o LUG,DESIGNED FOR#8 AWG BURNDV (DLMIPS) EIF1(SFF) SEATTLE MARKET OFFICE COOLING SYSTEM 0 (YAZ8C2TC1 045)NOKIA PIN#52-1178-01 1455 NW LEARY WAY,STE.400 30,000W DC POWER OF (SFP) IIIIIHIIIIIIIIIII SE11(OSFP) SEATTLE,WA 98107 PLANT O •I '�: .Q O O EIFD(SIT) SERVICE 12 cc0 O REAR VIEW " POSITION DC CD o o DI O _ DISTRIBUTION JURISDICTION APPROVAL SEAL: 17.25" 10. 1500W HEATER ® � 111111111111111111 ___I zC' SIDE VIEW T PERSPECTIVE VIEW LT ::i 28" SCALE SCALE ENCLOSURE UTGA ED SING COMPLY WITH SIONS ERV16SALTSUE 5 WIND FOG RAIN INTERCONNECT ROUTER 4 ASIM 1 HYDROGEN OUT GASSING ACOUSTIC EMISSIONS MERV 16 SALT FOG N.T.S. N.T.S. CORROSION RESISTANCE ZONE 4 SEISMIC VARIOUS OTHER SAFETY, PLAN VIEW:MOUNTING PLAN VIEW:DOOR CLOSED PLAN VIEW:DOOR OPEN THERMAL,WATER INTRUSION IMPACT,AND PULL TESTS ENGINEERING SEAL: ISOMETRICVIEW POWERSAFE:SBS 190F NOKIA:AIRSCALE CAPACITY UNIT(ABIP) NOMINAL DIMENSIONS q A 48" LENGTH: 22.1" DIMENSIONS: 0.98"x8.62"x14.33" Cil�+E°.�' WIDTH: 4.9" ®��y ®o WEIGHT: 4.41 Ibs. 32" 30" HEIGHT: 12.4" TYP POWER CONSUMPTION: 70 W(25°C),77 W(55°C) Vtl VtlA WEIGHT: 13216s OPERATIONAL TEMP RANGE: -5°C TO+55°C FRONT-TO-BACK AIRFLOW 0 0 0 ENVIR.PROTECTION: IP 20,ETSI EN 300 019-1-3,CLASS 3.1 E 0 �y 8HR. 10HR. ELECTROLYTE PURE ACID SHORT INTERNAL RFs RF7 # NOMINAL RATE RATE CIRCUIT RESIS- TERM- (1.300 S.G.) (HCID LEAD RF5 RFB RFe - O O 000 ACID WEIGHT RF4 RFtD -maw OF VOLTAGE 1.75Vpc 1.SOVpc CURRENT TANCE INALS RFa RFtt O O O O "z © .xe CELLS (V) @ (AMPS) MILLI-Ohms VOLUME WEIGHT VOLUME WEIGHT(per block) RFI RF2 77°F 20°F (per block) (per block) (per block) (per block) O m. a 2L . M 1b 4g6 9bs8 4k3g40 G4 A 5 O OO 00 O 4.9" e.62 22.1 FRDxT VIFW y�j� }{a��S 12.23.2025 14.73" DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL Oa 12 4" AND ARE THE SOLE PROPERTY OF m 0 n q T-MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED W o o a o IxrDxUL RDVIIN4 a , WITHOUT THE EXPRESS WRITTEN W (OOOR MEII) _ �m _ ••� CONSENT OF T-MOBILE. la LEFT VIEW FRONT VIEW RIGHT VIEW REARVIEW, INTERNAL ROUTING&FRONT VIEW PERSPECTIVE VIEWS PERSPECTIVE VIEW REVISIONS: 5 SCALE SCALE SCALE DESCRIPTION DATE BY REV W CABINET SPECIFICATIONS 8 BATTERY SPECIFICATIONS N.T.S. 5 ABIP N.T.S. 2 ISSUED FOR 90%NSD CD 11/18/2025 EL A z N.T.S. 0 O ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 W PURCELL HPL3 LARGE BATTERY CABINET NOKIA:AIRSCALE SUBRACK(AMID) OUTDOOR CABINET 1. KNOCKOUT FOR ETHERNET FOR ALARMS 4. BATTERY BRACKETS p DIMENSIONS,HxWxD: (60.4"x30"x33.8") 2. KNOCKOUTS FOR BATTERY WIRES 5. BATTERY VIBRATION MOUNTS DIMENSIONS: 5.08"x1TWN15.75" o WEIGHT: 350lbs(CABINET ONLY) 3. 4X BATTERY SHELVES,UP TO 200AH 6. SKU#34038 PURCELL 2"PLINTH(OPTIONAL) ------ WEIGHT: 11.68 lbs. OPERATING TEMP: -40°C TO+50°C OPERATION VOLTAGE: -48VDC NOMINAL,EXTENDED RANGE-36VDC TO-60VDC COOLING: DIRECT AIR COOLING(2)FANS CABINET,PER PLAN 2"SQUARE GALVANIZED OPERATIONAL TEMP RANGE: -5°C UP TO+60°C CONFIGURATION DEPENDENCY F STEEL SHIM PLATE WHERE ENVIR.PROTECTION: IP 20,ETSI EN 300 019-1-3,CLASS 3.1 E SITE NAME: O 1/2"0 STEEL HILTI KWIK REQUIRED TO LEVEL _ -REFERENCE MANUFACTURER'S SPECIFICATIONS BOLTTZ2 W/2"MIN 0 y FOR DETAILED EQUIPMENT INFORMATION 33.8" 30" EMBEDMENTINCONCRETE EXISTING CONCRETE SLAB SMOKEY PT-VB - COLO 31.6" (SPECIAL INSPECTION PER ICC ESR-4266) Q H \ \ \ SITE NUMBER: 1. ��� 3. EXISTING GRADE Q O a a N 0 2. 5. SE01374A \ 30" \ a N g ,I • O �x��� ���A�����A���A���A���A���A���A���AX��A���A 17306 SMOKEY POINT DR o ARLINGTON WA 98223 <�/i /ice SHEET DESCRIPTION: Z NOTE: ANCHORAGE OCCURS AT EACH CORNER OF THE CABINET O ° 6 PERSPECTIVE VIEW DETAILS rc O FPLAN VIEW SIDE VIEW FRONT VIEW ISOMETRIC VIEW OPEN FRONT VIEW SHEET NUMBER: ON I CABINET SPECIFICATIONS SCALE 91 CABINET ANCHOR DETAIL SCALE 6 AMID SCALE 3 A-9 N.T.S. N.T.S. N.T.S. PLANS PREPARED FOR: CORNER,GATE, / • END OR PULL ACAUTION• xx xx xxx xxx xxx .— POST tr CHARLES UNIVERSAL BROADBAND ENCLOSURES(CUBE) T Mobile RL1000 SERIES BACKHAUL CABINETS LANDLORD SIGNATURE TOP BRACE RAIL MANUFACTURER: CHARLES 19807 NORTH CREEK PKWY N MODEL: CUBE RL1003 BOTHELL,WA 98011 DIMENSIONS: 22"H x 22"W x 20"D WEIGHT: 90 LBS(EMPTY) STRETCHER BAR RU: 14 27 6 Z MOUNTING RAILS: 19"FIXED RAIL. 22.8' PLANS PREPARED BY:0 3.5"STD PIPE @ LOAD CENTER: NONE j 8'OC MAX Beyond this point: w Radio frequency fields at this site w DIAGONAL ROD W/ Technology 4Assoclates may exceed FCC rules for human a STEEL TURNBUCKLE 0 0 exposure. SEATTLE MARKET OFFICE For your safety,obey all signs and site BOTTOM 1455 NW LEARY WAY,STE.400 guidelines for working in radio TENSION WIRE frequency environments. 1"POSITIVE CROWN SEATTLE,WA 98107 e a�w+rea.�re�s=�arcm++smpt _ FINISH GRADE • • V�VA�VA�VAVA�VA�� �A��� JURISDICTION APPROVAL SEAL CO CO QO CO O 5x 01.75102.50 NOTES: :���A. '0 1. PLACE SIGN ON LOCATION BY COMPLIANCE SPECIFICATIONS(PROVIDED BY T-MOBILE). _ 'w 0 0 2.CONTRACTOR TO PROCURE FCC NO.FROM COMPLIANCE COORDINATOR. m 'OT6"MIN BELOW FROST LINE 20.1" 19.5" 3.TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND NUMBER. 2. PRIVACY SLATS TO MATCH 4.SIGNS DISPLAYED ON SHEET SHALL BE PLACED ON T-MOBILE COMPOUND ONLY. 5.FOR ADDITIONAL INFORMATION AND PLACEMENT,SEE NOTES UNDER SIGN. 18•a COLOR OF EXISTING CONDITIONS LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION WITH DOOR OPEN BOTTOM VIEW PLAN VIEW WITH DOOR OPEN MIN CAUTION SIGN SCALE 10 CHAIN LINK FENCE SCALE N.T.S. N.T.S. 7 BACKHAUL CABINET I N.T.S. SCALE 1 <GATE POST <GATE POST ENGINEERING SEAL: 11/2"MIND GENERAL:(#RXSW20E PHASE RAYCAP:RTMAC-2465-P-240 SLIDING GATE CLR OPNG ATS 200 AMPS,SINGLE PHASE � WIDTH VARIES GATE FRAME • (PER PLAN) (TYP) MANUFACTURER: RAYCAP T Mobile MODEL RXSW200A3CUL PART NUMBER: RTMAC-2465-P-240 ®o AMPS 200 UTILITY BREAKER: 200A,65kAIC 2"MESH 9 VOLTAGE 120/240,10 '� Vtl!S GALV(TYP) x x x ENCLOSURE TYPE NEMA3R / GENERATOR NRTERFACE: CAMLOCK IC IN CASE OF AN EMERGENCY WITHSTAND RATING(AMPS) 22,000AMPS WITHSTAND 22,x 0 AM x 6.3" OPERATING AC VOLTAGE: 240/120,1 PHASE 3W+G TEEL TRACKS WEIGHT 40 LBS TRANSFER SWITCH: MANUAL o CALL GFIC: INCLUDED17) 1/2"MIN 0 DIAGONAL WITH WHEELS, / / LOAD CENTER: 24 POSITION • �4 ROD W/STEEL TYP OF 2 L 1 8 8 8 6 6 2 4 6 6 2 E, I TURNBUCKLE(TYP) PLAN VIEW PLAN VIEW 8 1 1/2"MIN 'I STRETCHER BAR 57210 BRACE RAIL (NP) 13.5" 6.3" Site No: SE01374A (TMP 60 GATE LATCH W/ SITE NAME: SMOKEY PT-VB COLO MUSHROOM TYPE GALVANIZED 0 12.23.2025 CATCH AND PADLOCKING EYE GATE WHEEL, O O TYP DRAWING NOTICE: FINISH GRADE - THESECONFIDENTIAL 12 In - V�jAAjA%VAA w o p AND RE THE SOLE PROPERTY OF A 3 z 0 T-MOBILE AND MAY NOT BE REPRODUCED, N NOTES: 2500 PSI CONCRETE FOOTING(TYP) DISSEMINATED OR REDISTRIBUTED w 1. PLACE SIGN ON LOCATION BY COMPLIANCE SPECIFICATIONS(PROVIDED BY T-MOBILE). O _ WITHOUT THE EXPRESS WRITTEN H - ' w 2. CONTRACTOR TO PROCURE FCC NO.FROM COMPLIANCE COORDINATOR. �U rG i 3. TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND NUMBER. w CONSENT OF T-MOBILE. ul 4. SIGNS DISPLAYED ON SHEET SHALL BE PLACED ON T-MOBILE COMPOUND ONLY. SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION 5. FOR ADDITIONAL INFORMATION AND PLACEMENT,SEE NOTES UNDER SIGN. MI 18" FRONT VIEW SIDE VIEW REVISIONS: w SIGNAGE SCALE 11 CHAIN LINK SLIDING GATE SCALE $ AUTOMATIC TRANSFER SWITCH SCALE 5 ELECTRICAL PANEL SCALE 2 ISSUEDFFOR DESCRIPTION 111//1812025 ELATE REV rc N.T.S. N.T.S. N.T.S. N.T.S. 0 ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 <GATE POST <GATE POST °w GATE LATCH W/MUSHROOM TYPE DOUBLE SWING GATE 1 1/2"MIN 0 RAB I OUTDOOR SERVICE LIGHT:X34-35L/120 CATCH AND PADLOCKING EYE CUR OPNG WIDTH PER PLAN GATE FRAME 0 • (TYP) DIMENSIONS: 6-1/8"x 5-3/4"x 1-5/8"(FLOODLIGHT) o _ DRIVER INFO: NOTICE ((�)� x x x x x x x—.—.— 0V: 0.OANSTANT CURRENT r INPUT WATTS: 34.10W SITE NAME: GUIDELINES FOR WORKING IN 2"MESH 9 GALV(TYP) LED INFO: RADIOFREQUENCY ENVIRONMENTS WATTS: 35.00W All personnel should have electromagnetic energy • 1/2"MIN O DIAGONAL ROD W/ 11/2"MIND COLOR TEMP: SOOOK(COOL) SMOKEY PT-VB - COLO (EME)awareness training. STEEL TURNBUCKLE(TYP) TOP RAIL COLOR ACCURACY: 85 CRI •All personnel entering this site must be authorized. L70 LIFESPAN: 50,000 W obey an posted signs. LUMENS: 3,501 Assume all antennas a active. 1 1/2"MIN 0 BRACE RAIL STRETCHER BAR EFFICACY: 102.7 LPW re SITE NUMBER: Before working on antennas,notify owners and . (TYP) (TYP) disable appropriate transmitters. 6-IM, 1-W x Maintainminimum3feetclearancefromall Radio frequency fields beyond 155.5mm 41ram SE01374A antennas.Do not stop in front of antennas. this point may exceed FCC 3"(3.5"OD)STD GALV POST • Never operate transmitters without shields during general public exposure limit.D normal operation. u SITE ADDRESS: a Do not operate base station antennas in equipment Obey all posted signs and site guidelines /rooms. for working in radio frequency 13/4' _y environments. 9Smm 17306 SMOKEY POINT DR t- az.oCvc"wiN F"tlae CpmnrMgm Ca+nmevnn rWron FINISH GRADE 53/4" :,o;�„�,,,wM.,�rn,. M uosmm ARLINGTON,WA98223 o w • • w W .. 3: 29 z3/4• ® SHEET DESCRIPTION: i NOTES: 2500 PSI CONCRETE - a g 0 1. PLACE SIGN ON LOCATION BY COMPLIANCE SPECIFICATIONS(PROVIDED BY T-MOBILE). FOOTING(TYP) HALF-MOON GATE :� I m DETAILS 0 2.CONTRACTOR TO PROCURE FCC NO.FROM COMPLIANCE COORDINATOR. KEEPER FOR w 3.TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND NUMBER. PLUNGER ROD = 4.SIGNS DISPLAYED ON SHEET SHALL BE PLACED ON T-MOBILE COMPOUND ONLY. 5.FOR ADDITIONAL INFORMATION AND PLACEMENT,SEE NOTES UNDER SIGN. 18 MI SHEET NUMBER: ELEVATIONS o SCALE SCALE SCALE A-1 0 INSTRUCTIONAL & NOTICE SIGN N.T.S. 12 DOUBLE SWING CHAIN LINK GATE N.T.S. 6 SERVICE LIGHT N.T.S. PLANS PREPARED FOR: GENERAC PROTECTOR SERIES TANK RISERS FOR 48kW PE PLAN GENERATOR T Mobile LANDLORD SIGNATURE (N)P1000 UNISTRUT,TYP (N)H-FRAME 2.5 STD DANGER FOR FUEL&OTHER 19807 NORTH CREEK PKWY N POST,TYR Rk A - ENVIRONMENTAL BOTHELL,WA 98011 (N)H-FRAME FLAMMABLE O EMERGENCIES 2.5 STD POST z LIQUIDS a L EH&S DIESEL FUEL ,$0��� 17 PLANS PREPARED BY: (N)1/2"U-BOLT, A A3070R BETTER (N)1/2"0 A307 THRU-BOLT a General Information 240 GALLONS (1.800-KNOWfHS) W/NUT&WASHER 1 (N)P2800-50 Product Category Generator Accessories Technology Associates U-SHAPE FITTING Z "`U ry PLAa ON(2)VISIBLE SIDES OF PLACE OR(2)VISIBLE SIDES OF PLACE ON(2)MSE1 E SIDES OF (TYR OF 2 PER 3: NEVI CETETtATON TANK NEW MAERATOR TAW VIER OSNERATOR TAW U-BOLT) 0u•:y sm T!-.te•S� n".11•SIGN Q OVervIBW SEATTLE MARKET OFFICE (N)1/2 - EXISTING GRADE 6,�Yi1 .• 1455 NW LEARY WAY,STE.400 HEX NUT /,A/�A/ °• {.° l - A/,//, Product Category GeneratorAccessones DIESEL FUEL 9 ce"".oR necPRORraRE EMER13ENCYODNTAGM cs° SEATTLE,WA 98107 \ OISCDNNECT4 1RwSrER Sw TCHO. (N)1"0 X 1/8" Weight 60 Pounds No sMOKINc nc N.noN ElLL1RIC0.COOL WASHER NO OPEN FLAME .RTaE 7007 1f. }. " - UPC 6ti647106506t) PLACC 0.N9gE S1.of PLACE CN EXTERIOR OF EXISTING SHELTER JURISDICTION APPROVAL SEAL: (N)P1000 I. {_• I' I NEr fEAE._I.. W NEAR E-O T-YONLE LEASE AREA UNISTRUT,TYR 9.(. _I 2500 PSI CONCRETE tm,T sIEH REDDRm TAB He E c S.r sr+T FOOTING SECTION A-A _ Lt U- " H-FRAME POST TO UNISTRUT MOUNTING Product Specs 12^ Frequency 60 Hertz H-FRAME SCALE 7 TANK RISERS SCALE 4 GENERATOR SIGNAGE SCALE N.T.S. N.T.S. N.T.S. ENGINEERING SEAL: GENERATOR,PER PLA NOTES: 1. CONCRETE SHALL BE TO A 12" 1/2"0 HILTI KWIK BOLT TZ2 2"SQUARE GALVANIZED MINIMUM STANDARD FINISHED CRUSHED GRAVEL F'=2500 PSI @ 28 DAYS MIN. NI&I TRENCH STAINLESS STEEL ANCHOR STEEL SHIM PLATE WHERE Vv "���CCCCTTTT",' LEVEL BOLT W/2"MIN EMBEDMENT IN REQUIRED TO LEVEL g A 2.SLOPE NEW SLAB 1/8"PER FOOT CONCRETE(ICC ES REPORT# a MINIMUM(1%)CONGRUENT WITH ESR� TANK RISER PER 266),AT EACH MOUNT o: NATURAL DRAINAGE PATTERN. W -_ / LOCATION PER MANUFACTURER DETAIL:4IA-11 a _ UNDISTURBED SOIL WITH A MIN OF ONE ANCHOR IN EACH CORNER OF THE CONCRETE SLAB �s GENERATOR,TYR(SPECIAL WELDED WIRE MESH BACKFILL EARTH TO 90% INSPECTION REQUIRED) REINFORCEMENT COMPACTION ASTM D1557 _____ __ 6X6 W1.4/1.4 FINISH GRADE 4 a 6"THICK CONCRETE SLAB UTILITY WARNING TAPE \VA�\VA�\V 4 ° PER PLAN ® PVC SCH \\/\\/X\\/ a. 4 a 8 6 W WELDED MESH REINFORCEMENT CONDUIT PER PLAN INSTALL 6 mm VAPOR BARRIER Cll1La�.e�Y q q q WELD /VAA/VAA/VAA/VAA/VAA/VAA/VAA/VAA/VAA�VAA/V� BETWEEN BETWEEN INTERFACE OIL/CONCRETE �Z.ZJ.LULS -� ��AA VAA VAA VAA VA�VAA VAA VAA VAA VA�V� - _ °NATURALG E DRAWING NOTICE: � � THESE DOCUMENTS ARE CONFIDENTIAL BACKFILL(SAND OR NATIVE AND ARE THE SOLE PROPERTY OF SOIL)TO 90%RELATIVE 2" a T-MOBILE AND MAY NOT BE REPRODUCED, \ N - COMPACTION PER ASTM BOTTOM �' SCARIFY THEN RECOMPACT O a (2)#4 TOP AND x DISSEMINATED OR REDISTRIBUTED D1557 NOTE: TOP 6"OF SUBGRADE TO A O w0 w MINIMUM OF 90%RELATIVE I- WITHOUT THE EXPRESS WRITTEN w 5" 5" ANCHORAGE TO BE PROVIDED PER MANUFACTURE'S LAYOUT, COMPACTION O CONSENT OF T-MOBILE. x PROVIDE AT EACH CORNER OF GENERATOR MINIMUM. O rn CONTRACTOR TO VERIFY 3"MIN FROM EDGE OF CONCRETE TO SECTION A w NEW MOUNTING BOLT u REVISIONS: ATE BY w UTILITY TRENCH SCALE 11 NOT USED SCALE $ GENERATOR ANCHOR DETAIL SCALE C.� CONCRETE PAD SCALE 2 ISSUED FOR o%RSo DioN 111//1812025 EL REV � N.T.S. N.T.S. N.T.S. N.T.S. 0 ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 NOTES: w PIPE CAP 3-1/2" USE ALL THREADS AND p COAX BLOCKS FOR CABLING. rc 12"WAVEGUIDE IX 1/2'.X 3-5/8"X 6" BRIDGE SUPPORT O O FLEXIBLE LIQUID TIGHT GALV U-BOLT KIT BRACKET G CONDUIT I �- o POST I SITE NAME: a , 12"SAFETY GRATING - y FINISHED GRADE - O v O B ° $ - 2"J-BOLT,GA LV SMOKEY PT-VB - COLO EXISTING GRADE A ` FLAT WASHER, GALV LOCK 77777 DETAIL A WASHER,&GALV SITE NUMBER: HEX NUT SE01374A RIGID STEEL CONDUIT d SITE PRO CXB158 COAX SITE ADDRESS: a 2500 PSI CONCRETE `BLOCKS 17306 SMOKEY POINT DR FOOTING PVC CONDUIT SIZE AS L J O O O SHOWN ON LAYOUTS - O O ARLINGTON,WA 98223 N ° ° RIGID STEEL TO PVC DIRECT BURIALe \ O / SHEET DESCRIPTION: Z ADAPTOR 12" PIPE COLUMN A11 O HARDWARE ATTACHMENT DETAILS w ISOMETRIC VIEW DETAIL B SHEET NUMBER: NOT USED SCALE �2 CONDUIT STUB-UP SCALE 9 pOST FOOTING DETAIL SCALE 6 ICE BRIDGE DETAIL SCALE 3 A-11 N.T.S. N.T.S. N.T.S. N.T.S. PLANS PREPARED FOR: LANDLORD SIGNATURE T Mobile 19807 NORTH CREEK PKWY N C0MMSC� PE BOTHELL,WA 98011 � on the go Installation Instructions BSAMNT Mounting Kit Comm cope PLANS PREPARED BY: (Continued from pose 1) Bulk-fin 639825-1 •Revision C•July 2014 Page 2 of 2 Mounting Kits For Wide Panel Antennas Bul"etin 6398254 •Revision C•July 2014 Technology Associates M BSANT Ser Mounting ounting systems for cylindrical pipe Page [ ot� installations(60-1 15mm pipe diameter) for heavy duty applications Andrew Institute offers installation training. MAXIMUM TORQUE SEATTLE MARKET OFFICE M10 37N-m(27ft.lbsl 1455 NW LEARY WAY,STE.400 SEATTLE,WA 98107 ITEM NO. DESCRIPTION OTY UPub M12 58Nm 43filbsI 1 PEC.AMP BRACKET,NO FLANGE 2 EA M12 bolt •' 2 IPEC_AAAP BRACKET,SHORT FLANGES 2 EA 7a Is JURISDICTION APPROVAL SEAL: 3 N07CHED BRACKET 1 EA to 4 RACKET 1 EA �.•��-,�" 5 CR,HH,HEX.M18X25,SST.PASS 4 EA 6 SHR.LK,SPLT,M8STL,GALV 4 EA 7 WO HOLE PLATE,8mm X 1.29 PITCH 2 EA 9 UT,HD(,MIO,STL,GALV 12 E.4 ATTENTION:Insert M12 bolts and M12 9 SHR.LK,SPLT,Ml0.STL_GALV 6 EA I 1d e r flat washers into bracket with tabs 10 CR,HC:S,HEX010X40,STL,GALV 6 EA 2 prior to attaching bracket to antenna. 1 i UT,HEX,M12,STL,CALV 9 EA M10 bolt ENGINEERING SEAL: 12 SHR,FLT,M12,13X28X2_5,STL,GALV c EA 13 J11SHR.LK.SPLT,Ml2.STLGALV EA 14 3OLT,CARRIAGE.M12X200,STLGALV EA Bottom Mountlnstallation 014P, E 0, Part lists •Loosen pivot bolts.(do f 10 pivot bolt M10 pivot bolt 00 r not remove) Or [loosen only) (loosen only) two Cle-p Ore Remove adjuster bolls. f �, M8 adjuster bolt 800` p 0 s Adjust antenna angle. ! i 8 perimeter location - _ 1 9 Iremove to adjust tilt) 0 use inclinometer) 1 J 57210 O 1 M10 pivot only) ® • Reinstall adjuster butts. � � (loosen any) M8 bolt U O Retighten all bolts. �• __ ®j�,�][, use inclinometer to ® -- I. adjust antenna anale 12.23.2025 r--¢ DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED, N Bracket edges parallel to each other DISSEMINATED OR REDISTRIBUTED w [fully collapsed position) WITHOUT THE EXPRESS WRITTEN w CONSENT OF T-MOBILE. v, Pre-assembly of Downfilt Brackets Me pivot butt REVISIONS: a center location DESCRIPTION DATE BY REV w (loosen only] DETAIL A ISSUED FOR 90%NSD CD 11/18/2025 EL A re O ISSUED FOR 100%NSD CD 12MW2025 RKS 0 o MAXIMUM TORQUE M10 boll MAXIMUM TORQUE ht10loot snb-It M8 15N.m lIft.lbs M8 15N.m(1 lft.lbs) r o a e u M 10 pivot bolt MID 37N-m 27ft lbs MIO 37N.m(27ft.lbs) Ml [loosen only) M12 58N.m 43ft.lbs o M12 58N.m(43ft.lbs) is -_::-ti D a g Adjusting Antenna Tilt 12 �,J o la �' SAFETY NOTICE SITE NAME: z • N n i o 4, The ices laRon,maintenance.a personnel an antenna SMOKEY PT-VB - COLO � .• requires qualifietl,experienced personnel GommScope �f - e --- installation instructions are written for such installation _ personnel-Antenna systems should be inspected once a m •-=�-+'' year by qualified personnel to verify proper installation, 1 SITE NUMBER: maintenance,and ccndlfion of equipment. x CommScope disclaims any liability or responsibility for the SE01374A results of improper or unsafe installation practices. • w.a.a r,.td...•rv..+.•,.� oo nos r.r.�•.,•..t�.Wt.p� w...w...ur,•„ua».,+..,.� r......Ii.0 1•t•drorw�,.. wr«.a,., ram..lh.r..L. n..t.w..,w✓••tU.�e,tntw z It a recommended that transmit power be turned off yW yW Mn tat►.sv.. t i h•u•n.W w urn.lw �.►aLwu Vu.r.0 v+ruw SITE ADDRESS: when the Field installation is performed.Follow all A•••»a+++•da•� arra+< applicable safety precautions as shown on this page •.e H +..w. 17306 SMOKEY POINT DR w ATTENTION'Insert M12 bolts and M12 RMCAL:For initial installation ARLINGTON,WA 98223 N to pipe downtilt brackets must comm$cope rrww.commscooe.can-wdwx w flat washers into brae kel with tabs Customer Su Cutter Vst our'Neo Ste a:Aww.commscope.00m or cor:act your local sales reprewntatIve for more InfD matlor. prior to attaching bracket to antenna. be configured in pre-0ssembly PPS SHEET DESCRIPTION: a P g NDrMAmerica +I-FCC-255-tu79,Optlon 1 2C12CDTTScope.IraArrghtsresered z position(fully collapsed). r,erlationai -1-779-1.35-e5Da.Opnm1 Anc-evlsa'raeerrartofconmscope.a maerrar%s Olt)y0or—areregwteredOadenartsorvaaemans. ANTENNA MOUNTING o E•ran. BfA'&jpport*CornmScape CDT respeell"ely,or oonrScooe.This docurert is-or olannlrg purposes onry arias roc Irtended to rrodly or suppleme- p any W-Cirr-3torb 0-'AAn`3n0E6 rE3tng tO A.ndry O@dUCtt Or SANICe6. SPECIFICATIONS Top Middle Mount Installation: w SHEET NUMBER: o SCALE A-1 2 ANTENNA MOUNTING SPECIFICATIONS N.T.S. PLANS PREPARED FOR: LANDLORD SIGNATURE T Mobile 19807 NORTH CREEK PKWY N BOTHELL,WA 98011 PLANS PREPARED BY: Technology 4Assoclates SEATTLE MARKET OFFICE 1455 NW LEARY WAY,STE.400 PRODUCT DATASHEET PRODUCT DATASHEET PRODUCT DATASHEET �. RADIO FREQUENCY SYSTEMS �••�ar RADIO FREQUENCY SYSTEMS ASa RADIO FREQUENCY SYSTEMS SEATTLE,WA 98107 HB15&21 Ufi526-XXM SERIES r'ti� H8158-21 U8524-XXM SERIES FI&iS&21 Ufi524-XXM SERIESHYBRIFLEX6 Hybrid Feeder "�1r JURISDICTION APPROVAL SEAL: a Single-Mode •- to CDC,with 6AWG DC breakouta • Single-Mode Fie ODC,with 6AWG DC breakout • • 170A••174 21 MI! • • 1 fr - Technical Features External Document Links Notes STRUCTURE �,:la,meon Guaenr,es N,m+nei!,aire ,v k,glr.�ra gal ircrueng vp era eamom Ir..jr eau ammuvry,c n kdeType NyswFleae Teperehmr . �,"r"0-5prYnr�I- 5im 1-1kC ru c'❑G pain.6 Ep cwncaenn:�r r pee.Mumum C Hcy:t�,ce town Lame 4Llan frb'a'r•la a2 r.Gmss MECH.ANh:=L SPECIFICATIONS .;ecrm a'n°"'rrL•'nkm'nz1As MI,'3 r Ill.'Dveran fade D�arnerer mm Ind,r.s la.rop.❑C Cade.ucsel i NaierarrwC EMl sn�d rne�d c�ppw wad - Oderiliana'lerlbminY 90.7{e.wc y Break0lA DC Ca1de Weigh g. Q I do-{zal EXlernal Link Reference Minimum Benddg Radius.Single Be,d —0-1 conductors{8 parrsFiber pairs 170 vet,Fa MTe:t ne:,ms oe-hue rep;„yn:.M>onama.nyd,ne.,,xrwr..�. Minimum Bending Radius.dNki Benda ace d{ @AWG).w1 Shrinklermnatlu w!man O.B m' t 3 ma ENGINEERING SEAL: R mh.ae dad Mmlm cI mpsp�� g � ,2{asa:ay cap on tips P:_' EF _LE F : 5 m �C pt'9 protected with 0 7 m' 0 9 m' Numbernl DC F.i ... 444 weatherproof Maiimun DC-11..land!Power Cobh ,n•an� oast daaal Sound rake FLd CA. Free,Pea 4_ rT1 Cap Cross Seetidn•l Power Cable A,.,U, 2;.1(At 1 ®�jAIL,]E.lt�jj® DC IMse Jackal Metedal PYCR4Ydn _—_ DC Cshw lliann4ter r, -e la.9-t s 85mmiber and ®��`�' NO Second Barb DC StendardslddeetsaEnceeds} tar.aa rnur9ea.ryC 7nrtow a ducla RFS'HYBRIFLEX Ren,ot Rd.-Head RRH hyh tl rwrr wCN L.�510 'Each subsequentfeeder a� ] dean a phe i�a d ec p.ns kout pmeerlorRRHsinasinglellghtwe htalumin. Break—I Wngth jop) o-0005 ma pair in the bundle;t1h as ...It— Brmk- lknirth(Bartarn) m,,, l009 staggered n lengthohwdeveVoaedb DC Cable---Wingmethodgs G7 Clear rCYIOUS reduce Insial l2hon complexity and casts At C it luWr W^/°ie,n.wit ua mc,ae,eswe p- a 54 ntrl diem. air's connector HYBRIFLIX II obi p� tc depl t-ng an RRH CABLEJACKET yJhlte p architecture to standardize the RRH Installation pracesa U-ftla kin hdividuad iwd Este" ve: IU Cable 8 HYBFIFLIX 6 pt Jibe rnult n,od Jeakat white 11 mgl�m de d p e -4oio n r>°d Ewa-N 11 A.sserribly Bonom Fiber P it Length �� 5721 s rminakslheneedi.l unction xss and can connect .4RN^R PE iF".- Length � cEitiple RRH th r Pl 1 ede,Sta d. d RFS A—,T 19 Bundle 1: 1000 mm�' LFLEX h da dyed th HYBFIFLEX Marmnmlac rta antra{armor n• Aumn m Ia Bundle 2 1460 mm` y cable.Both pre-connector aed and orF9 re op[a:ns ere 15 ,Lp available. Demeter Comgated Armor tarok 4o-41A3x xdlaw to Bundle 3'. 1120 rrm FEATURES.BENEFITS .-L_�E ..,.-I 't, swlhe vwt,itr 17 Bulkhead dtbril Bundle 4. 1180 mm' 12.23.2025 F:0 Cable T Gaa-r-a., erne acn, r ,q3a vmr.,:ia,.,Irg ranmm baro g n Ie-r n rand e:nslallaam Numberal FOPaim 24 14 ,ba 3ar'aIP Kon--idly carecad H 9,2 ID 43 m DRAWING NOTICE: rY. SecnrMarl'Prorcezion lbminal vn+ sm ta.zml ]i 02 m arKa a•e rt 1p hr Sengle 11-ding Red— mmpa i ta2l T.R.. Ix -,1or Filer pairs THESE DOCUMENTS ARE CONFIDENTIAL Sme F ascandarde+,rdeeta ar Exceeds) UL LEW e, TY aoFWIUuooaf. �0, r3 coded terminated Psee table above AND ARE THE SOLE PROPERTY OF y Q ar « a�rwr dw -ULI .:�Ts cal Loan mxm o taecw"a 'e 2 m 4AW3 with LC pang for breakout T-MOBILE AND MAY NOT BE REPRODUCED, w 4arana rnae�d.u:a,.u1 caua N asq h as m Condurrr lea ths%undle DISSEMINATED OR REDISTRIBUTED n Q �Iwegnhamra er<px dr o, protected with 9 1 Fiber Termrnahon End1 cue PLO pairs r1„ dust Ica WITHOUT THE EXPRESS WRITTEN w dv,3_Elmi,me:,eeemre:r.,.:.- Fiber TerminationEnd2 euCC.aa3ecbr Irgrouer P FOBreakbutknglhl7up;I 709 7�1 •• pairgraup CONSENT OFT-MOBILE. ❑ m:lyunon nrgrl a,•ranrlrc�aptc caarpyr:. FORreak-ad lenglhiBea•ml 1a,9{®wI w �eceymrrre aRn- ecAaFx anti wra nee Cable sealing method 9.rrtrgu taar<rraa,ded u W almrusng nee!rot rnercomeccm wm„-,,.�__�,re REVISIONS: a EEOe�ealnxndp as=bes nus 1r.Jha _ )NNEFRAL DESCRIPTION DATE BY REV c led atie Sarr.CARE%by.la-r�rdinry W R saWiocn arxf ree,cr,g n,iyx tm Storage Tempemhin, C #am ra l-m m,aa1 ISSUED FOR 90%NSD CD 11/18/2025 EL A !C /•�y RRa +- operation Tempenoure aC Hale on.44 to t49j O V an dam'PE ss," slor,g-ucure Imanallnlon Tempen[tre aCdVy >ee I.al.4l.1491 ISSUED FOR 100%NSD CD 12MW2025 RKS 0 0 9,kded p [�pr -lacwarea ab E.. able c,tip rreawcuh Pv.,ae:grrrz„eng s,a EN,h prce<vnr Opliral Irhaalkm Lana A9xntklY- a::erndy s 94®pypha.®ea tmq w Neainunrahueine--Friyarnhaed cable, Jupe rr 'r,.-raper ®ta,rvram rc Includes reaee trunk and"ouldimr breakout r';-Ef.I LOSE rc 0 Optical Insertion Less rwnal Ii o,aa®lypvl.sda faa.al ❑ @ram•laao Q o SITE NAME: z y SMOKEY PT—VB — COLO � HBi58-21 Ufi524XXW SERIES REY:B REV DATE:3g9c120 ww'w.rlaworld,wm HB15t421Ld6524-XXM SERIES RLl'':B REV DATE.300c120 www.rfaworld cam HBi5&21 U5524K1LM SERIES REV-8 REV GATE:300ct39 www_dzworid.:_-:� W J a,ebmcawn mmanmmeu prev„I ean.a•enns,gen xmmrmmrnalmr mdanrg Pale,ne aw nramara,mnlanremaK Faescv arasewiw s:rymxrm+aaarnmimeec,@,rg - aab+rawr.umam•=inm•.P,esal oa�v-anissxtai:xcnlat.mslrre act�rg SITE NUMBER: N x SE01374A "a w SITE ADDRESS: a 17306 SMOKEY POINT DR o ARLINGTON,WA 98223 W N SHEET DESCRIPTION: HYBRID TRUNK SPECIFICATIONS W 2 F tit SHEET NUMBER: 0zj SCALE A-13 HYBRID TRUNK SPECIFICATIONS N.T.S. PLANS PREPARED FOR: RD048 I 3.41- I 481W GENERAC'I InIDusTRIAL I I I GENERAC` IIVDU9TRIAL I I I GENERAC' IM1IDUSTRIAL T Mobile R0048 3.4L 48kW �� R0048 3.4L 481W INDUSTRIAL DIESEL GENERATOR SET INDUSTRIAL DIESEL GENERATOR SET INDUSTRIAL DIESEL GENERATOR SET LANDLORD SIGNATURE EPA Certitled Stm enc.usly Emergy Mndd Ilumher EPA Cermled Sy GO..ly Emergency EPA Certltled SWIDnary Emergency 46kW:G0071 SO 19807 NORTH CREEK PKWY N STANDARD FEATURES APPLICATION AND ENGINEERING DATA BOTHELL,WA 98011 ENGINE SPECIFICATIONS ENGINE SYSTEM Deal System Casfnl art= Standby Power Rating •Npekfm •aal.ry •cbmdcooly mw dR. ysydem General Coding system 40 kW,60 H7 •01 Drdn Gaeab. B-1 EGeg,g Aderalnr Fae1p-p4nsblled Bodeen •I.Goon! •adEery lSNee P 50l50 Efiylere cgnd A,dheeze Mdx sn,.a. cmE,p sr.aaTSp. ,.ad®a au.•d lfinmmn PLANS PREPARED BY: •Facbry FFbd Oilamdmt Bdkry Tmy Rd3v Gan E-4. cylnkrY 4 Fan Typo p,phr •Rubb-4v 4 Egi,x Enntdcal Cvrntnre TYPO b41re For,So-(W) 2,0211 GENERATOR SET Sdenoidl ireted 5lailer rvbmr P—. Dispnpp l-H(L) g."(3.41 ran 0—r-mmon) 22(559) Technology Associates •Sau,MARonNNd NmNn,m Enclosure Smertsn,my Olarger Be tap Technology ago •yemd Gen�ldtradvn lzddbn Bdlery 0wvmed FM System guy-I.11 4451i13) Fuel System •Sepaaevn of Ci,e,dn-HyFrLox VdMga •Pdgaryksl FTNI Lompro:rbn Rob 1851 Pod UNo lax SdFur Gerelfid •w�,pna Edm,slPipnq ALTERNATOR SYSTEM •srakde..Sad findun.. bley NrMetlmd TlmoMergWAnnooaea ape •ShallordFapt.ryradgng •z'3PHA CylMerHead Cost k.DAY F.4SMIA.ma. AsrM SEATTLE MARKET OFFICE •Goopyb An.W Full lmd n<10 S—.& 5l dRNur FUEL TANKS Rtlm Nundxm Foe Pxry Trpe MEohui dElpeDrh nGar NbrW Emmgre.v 9bp NA 9ulb. seelea searing, 4e Mn".Fn.r Ra.T.. Apo list Type Nnolydod 1455 NW LEARY WAY,STE.400 ® L-nsr I,., eRim(<120•G) UL142 Lismd Engne r..mug F.d swpn Line I—Vi) 7.94(0a11D SEATTLE,WA 98107 ENCLOSURE Lormo(<sNl •LodmsM End Cap Pod R ran LlM(=Oro 7.g4(Gal1D [I Iackobn.D--Kged lnckwkh%dbd Hasp Gomm., Demcnb Fud FlrndN(mlomrJ 10 •dud Proof H.,&— rreq.rrnr Ikgdobn 15lsopody soak) -_025G •RAb.eoal�Tnamea pdyeskrPowdacod Engine BecDval System JURISDICTION APPROVAL SEAL: LuhNcatlml System m�rmm,,,�,rmmmery Ol Punp Typn G.r 3ysmin V.yga 12 UDC 01 Error Type FUl HPN Sob-On Coutw anyy LTargr AI— Slandrd C0NEROL SYSTEM Enfit ew Controller •Ca,nrnbmnW kcq*ly Gnldmae Gepmky-LI.tN 7n V41 Bel Grwp ZlF •G—fin nopmmdon e.aon SNgyd Mm 1z MIG CODES AND STANDARDS POWERING AHEAD :p��.mm�tTseto°°tee aaG.nmae •Dm2on�.dnP. G—dFnhfiy Ni Not ag eadoe and clandarde apply to al comk .lane. 10:ores rrnn.Sotsegnmea Alerrre Cmloct iodwy l.r dubik, 5—d E.O.Warm Up For mar 50 years,Generac has led the industry with l mnde 6Nbe coa4yoxn D.rapm innovative design and superior manufacturing,Generac S—Louk-an Nor Lad ® M 20o,U1511,.-Iu Ll4z ensu re s sup erior quality by rest gn ing and manufacturing •smrceele<y elxmer -90Nlul most of its generator canponenls,including alternators, •A�mmem voyge RagdNbn win wane omen -sasla,rr.d 10xslh L enclosures and basetanks,wntnol systems and •Aubmalb Lon Ol Reanueshuhban -Gmemy RmrnbR ALTERNATOR SPECIFICATIONS • ccaczz.z communications software. •D.em,pppa 9,ublmm •ndnA,m Hlgraemprm,osl.W- •cm,mm,sbddmm ENGINEERING SEAL: DIN esssl4 ana olry szn Generac'5 gensets utilize a widevariety of options, oemnd Pmkohm SNndod Modd Go— snardEnone. Ch. configurations and arrangements,allowing us to meet bra.d M. 4 Seining. seed 9.1 •rtil En Canner �l� the standby power needs of practicaly every application. •Lox Beaey Rokodo.lbn Feb Type P-fi9 Loupllrg FlnlHe Ona ®��][,]E+�®o SE SAEJ1340 Generac searched globally W ensure the most reliable 50ar.dlini-M nwoWnas-Bar F PrNnnxsyd ara,gTd Wa wgines power our generators.We choose only enginesthat norms cpa pmmblpFinder nadWangma-Glob' H on's Wble RegdraTlp Pol ggllal have alreadybeen proven in heavy-duty industrial application 'no wry °dw T"lmrmoni.Gdorg.n <5x Ro2nLma,a.e,n.y(s-ey sera) trax WA�v .Mynol Fars Robonm Tdedrre lde,lrmee Fzbr(nF) <sD �® nwaa7,70.A9 under adverseconditlons. OPTIONAL SHIPPED LOOSE AND FIELD INSTALL KITS ISO d04G....... 526.0001 Generac i3 Committed to ensuring our customers'service GENERATOR GET FMLTANN ✓(%4 support continues after their generator purchase. ,F61dm .Pod IN Drop Tube NUNA ICS1.I(S10,MG1.250.ICSB. .G.Iml.lee Nerdrunce Kd a Spit ere ABi .90%Fuel Audne Nnm TNknhem l�•,,,,• ,,,,,, ANSI(IffEC6241 a Spll B.xaalrtadc Kk ®loll 8R�aq1I .YnE abn Suf4mrt Kk .Y/.0.aM1 Fla..Mbn Yalua .Y f GENERAC" IusTRIAL GENERAC' INDUSTRIAL 'A ® R0048 I 3.4L I 48kW --�M� nloI RD048 I 3.4L J 48kW -� I �1Ab INDUSTRIAL DIESEL GENERATOR SET INDUSTRIAL DIESEL GENERATOR SET 12.23.2025 EPA Gertltkd Stdll...ly Emergency EPA 0o,bliud Stationary Emmg.ncy OPERATING DATA DIMENSIONS AND WEIGHTS* DRAWING NOTICE: PDwERRAT1rim THESE DOCUMENTS ARE CONFIDENTIAL skr'hy AND ARE THE SOLE PROPERTY OF m Sbglo-Fr.re/20240 VAC(n1.0pF 49" Ampz200 cim.hono r coo Ao,'Me T-MOBILE AND MAY NOT BE REPRODUCED, N DISSEMINATED OR REDISTRIBUTED 7 w WITHOUT THE EXPRESS WRITTEN i STARTING CAPABILITIES(sKVA) CONSENT OF T-MOBILE. rn w sKVAr..vdnpeobnasx u REVISIONS: rc t2ae4Gu sndeaboxdgapn lag a H DESCRIPTION DATE BY REV z W ISSUED FOR 90%NSD CD 11/16/2025 EL A C O ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 ❑ FUEL CONSUMPTION RATES' U � Pom.d Lind Oreael ginrpAr] W 25x 135(511) ' K K 50% 215(914) 75x 3m(1I Sa) . Ion am(15.07) .x unnYm,m,m,m:m,..waurea.vxn,�a,nm u- w L 0 w:ybbman5nm,sbno SITE NAME: z COOLING ulwrgid-Ds UnlwelghlwMBtld-as Omandm5(LxwxH)-b m 0 2,915 2,954 1034(2,02)x3aG(BBB)x90D(2266) r Gar SMOKEY PT—VB — COLO Ak nor(Raimor and M—r) uN,or".) 2e2418p 98XW Wtl Consurlptlal W coolretsyrxncapoosy gd 4l 2a tto.p Q H�Inlevllgn m Cp.yll BTUflr(woo 135,900(14a4) Frel 1pk Grsaa T.kl Cepadly 240 y Tmnpmm,m Deaden axaeYrysG.mre aemt.n rurmays°F merTT•F Rooliank Groo.UpoN.D.pselty 229 SITE NUMBER: ANbd.Oanbn 1AlroxrYlODnopbeeem5r8.kremryl000Ift ma=# R Dod,NatM.N.copr:ily zos A adn mAmSnd Tempembm GpemtlgRmN. •F N1 40-122(.2a-5G) mon,4 a aaxd mn Nd Uppos,Cdty)pa SE01374A x M—.%dnb,Rmbp-- 1,1,0 GD R.RHmrslDD%L d 52 n Run Hours 75%Lod 67 umx,oxwv nap..a.mnn.,mam wmxm err r—a Run Hnuno5D%Lam g6 CU MOUS71ON AIR RE GUI REMENTS YDUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER SITE ADDRESS: a Sound FmbMss Dols &5 R t 17306 SMOKEY POINT DR ul 0(aby akdL wd Ssu,d Ou�uta 123A-dB(A) r Han N Remtl ParH4ohn I,nNrdO 190(5.16) O ENGINE EXHAUST ARLINGTON,WA 98223 W N Sknmy 3d,dby rra I Reed by no spool rpm tam EMaod up.(Rood Wpm din(m•Ann) 44d R2.l) SHEET DESCRIPTION: i Dnauarrm(Rs.e oupm-Pool su.msrj �f°c7 nzg(eo4p GENERATOR 0 0 ,� mzxa p an�a.. x�an mm��nxarea� w�,nynx.mna,o.��„�r,m�n. or-.,,n,.�e SPECIFICATIONS W ,�eeas weary ®aamnwn®eai.en-mnrs m s®,n.eaa,¢n®rnv.mns,wm 2 w .:ImAs'u'rl, ecm.,,� ::n".'m`x,�'a.e"�gem,�.w.u,xxr�wam..pmm�onwma.nnan. u:.mmsma SHEET NUMBER: 01 SCALE A-14 GENERATOR SPECIFICATIONS N.T.S. PLANS PREPARED FOR: 4 3 18H112 1 REV A AA 1 WEIGHT—(S—EEHE"E-61 SETANK AIR FILTER IEEE NOTE61 ,.THISVNITMU6—AGIN—AG NY—EIRFEWRHOE—E,—ILOC4SLENFPA 3T AND Mobile fEPAT65TRNOOLT NECWELLASANYGTHERFEDEMLSTAIE.AHOLOGALGODES-K HEATE GENERATdiA9P,91I2.BATTERYFAMELTNEGATTEIREA INFORTEMI. ■ ■ WRH WOOOB49HIPPNOSpD 11•D R.95d) 3.COI—EGANELFCIRCUIT BREAKERNFORNIATDN: RAD1AlCR DTO HOS -THIN UEEGIRCUONS14ETORDANP3. LANDLORD SIGNATURE 0.TTAGIIEO TO iRMIE 0.TTERY OI6GONNEGT SVYITGl1 WEIGHT'NG DBSI -BEE SPECIFICATION SHEET OR OWNER6MRNWL dL FILL ATFERY I2 VOLT DNAENS1ONBMMDNCHI -ACCE991BLE THRWCiI CUSTOAERACCE99 A99EM9-Y DOOR ON REAR OF GEAERATOR. NEGATNE GROW D -CONTROL PANEL INCLUDES NTEGRATED BATTERYCHAROHt coolAlar-ERFLow� 4.REMVYE—REAR STuaW AND RBAa ENGLvsURE COVERPANELTD AGGE55 19807 NORTH CREEK PKWY N II :ma THESNIL7A E O R6 TIONINs AC BOTHELL,WA98011 -HIDHVOLTAOECC"NECTIND INCLUDINGALOAD[FMLTAC( CONMAX)C, L NEUTRAL CONNECittYJ,AND BATTERYG TRANSR,20VDLTAC109AMP RES. JIECIIdI. -EA—E.AGE COWEGTgVINCLUDING TMNSFERSWffCH CONIROLMRE3. 14i''AA[ 5 ENGINESERV GE OONNELTI WS OIL DRAIN 1R NPT 9 '1 �'' RADIATGR F HOSECLALIPEOTOFRAME 1 S OCENFEROF—EFF-DR.II.—IIEENCL G TO VNITOPRONb. WIR T.Bvr CUILN GNOFD vxsErmusMMRI osevry PREVENTPEs OW.sloe AND PLANS PREPARED BY: g - MNN LNE GIRDVIT RECIRCU[ATIOM OERSWN2GEAIR AND�OGI ROPER COOLING AI"FLOW. B BREAKER HBOI I S.REFERENCE OWNER S-TAI FOR UFTIND WARNN09. (NOTE 3I 1�95 IG2.B1 _ H YdNT'ING BO115 OR ST110S TO MaMING SVRFAGESHALL BE STS-11 GRADE 5 LOGIANi FILL CUSTOMER [USESTA LU—FREE TDFKXESPEGG) // 9O1G�5.Tf HIGH VOLTAGE 1GRIUSFOR INFREEFTAYDFANDMAINUMRE tGENR AND EIREM3T.SEE 9PEC Technology Associates RIEL FLIER—� WMEGIIUn SHEETFORMINIMUM BENST AND MAXMUmTFRESH:TDNREDUIRI—F9. TOP NEW /Pnreej 119I RT 11 TC€INE7 G=BEINBTALL®SUCH THIITFRE6H GDDLNGAIR ISAVRIIABLE ISHDwN WITH ENGLOSVHE REMOVEDI LDW""111E REDrHRT DIT-)RGEAIR FROMRAO—RIENOT REGNCUTATEO.REGUMMENDED MINIMUM —P PERNETER(3Fn AND VQ2TCAL OVER E%HAV9T(SFT)CIEARANC£FOR SITE LOCATION. FUEL VENT TO EXTEND 12' 1 NVTE4I 12 GENERATOR—BE—UNDFO- FUEL VENT TO EXTEND 12' ABOVE FINISHED GRADE REMOVEcayeTF. ABOVE FINISHED GRADE SEATTLE MARKET OFFICE 21 ACCESS TO RADIATOR 1455 NW LEARY WAY,STE.400 ENCLGSU RE LENGTHREAR GAPI—A- RGGE6sPIA,E BELGW h SEATTLE,WA 98107 VENT EXTENSION SUPPORT KIT:(I e3s[3sa1 qIR INTAKEpI (II� o�DUTDRexxqu6T VENT,2 EMERGENCY VENTS WITH ooDRwloTTl TrP D ERGExcr slop swrrGH EACHSIDE I I 1NGTcs�1 () IrnTEC., ICE L J I VENT EXTENSION SUPPORT KIT:(1) BRACKETS EXTENDING TO 12'ABOVE EHCLOGU,E VENT,(2)EMERGENCY VENTS WITH FINISHED GRADE(GENERAC 7251-0) r-DYea PANEL BRACKETS EXTENDING TO 12'ABOVE JURISDICTION APPROVAL SEAL: <nDTEd l FINISHED GRADE(GENERAC 7251-0) AR INTAKE—' 4 15[02.1 —.ERA—G. I NOTEG 19.11 1 UFTNG EYE ASSEMBLY,CdFFROL 14 PLVGES) PANEL ACCE99, 2CSS(90A] BATTERY GIVIRGER O✓ERALL LOCATED WIDN OILFRTER (NOTEAI 5 GALLON SPILL BOX WITH OVERFIL AAU - 5 GALLON SPILL BOX WITH OVERFILL PREVENTION VALVE KIT(GENERAC RGUITBREacER fl PREVENTION VALVE KIT(GENERAC 7250-0) i nmE B I 7250-0) 991 m 991 D9.11 FUEL FILL TUBE TO Tm EXTEND TO WITHIN 6" E dLDRa1 ENGINEERING SEAL: OF BOTTOM OF TANK SNB4)PCOYER (Wore 5 h NO E41 I � A 1919I2s.5f 1W D91 �SS9[e6A1� T�1419Is5.91 TYP TYP WEMLL WIDTH ISHOWX`MTH DOORREMWEDI 2625[103. FEAR MEw OII ®�� GV ER—LENCIN FUELF EXTEND TO WITHIN LEFTVIEW N '� Vtlt�.Lv ``CCTT, DRAWING CREATED FROM PRUENGINEER NILE OF BOTTOM WM OF TANK �® 3D FILE.ECO MODIFICATION TO BE INSTALL D3.4L G16 APPLIED TO SOLO MODEL ONLY. 48KW Y06 EXT - ETA 9EDWE -B E B _N/A DWO NO 10000041950 A 6GAIE 0035 .-A.—— 1 e S 8 4 3 2 1 4 BH2,7 REV A A.1??1[99A] P z5s n0 NxERTP RLVENr Tr 12.23.2025 P IrNFr FFMALE)DngLel 1S2 PA r NNER TANK EMERGENCY V Fj CUSTOKVRa-10 UTER VENT EXTENSION SUPPORT KIT:(1) —FEMALE] VIwrFEMg1E7 IEuc LETEGTOR UTIR 1-1 VENT,(2)EMERGENCY VENTS WITH BRACKETS EXTENDING T012'ABOVE OUTER TANK EMERGENCY VEN - DRAWING NOTICE: fft FINISHED GRADE(GENERAC 7251.0) 13"NPT FEMALE) THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF Lc,wnclUSA9LECAPAGTY .1112Sl T-MOBILE AND MAY NOT BE REPRODUCED, LOWN FUEL FILL VOLTAGE mM CArgCITY FFEMICAUdI DISSEMINATED OR REDISTRIBUTED bTUB-UPAFE,A DIAENDIWSY [INCH]BTs, 17NFTFEMAIE WITHOUT THE EXPRESS WRITTEN W 533 R,AAREANI STUB-UPAREAFORHIGH CONSENT OF T-MOBILE. ` AREA 0.NDLOEVOLTAGECCTKCTTGWS, y D 2.B,3g CIRCUIT BREANEfl.NEUIRAL AF6) LL AIL cusrDMER cel9aEcnon DPEx1xD. REVISIONS: a 5,N61 3s na DESCRIPTION DATE BY REV 2 246 N.R UELLEYEL PJEL REN 1TD IBT) 51 Qm LU GMIGE9ENDER ISSUED FOR 90%NSD CD 11/18/2D25 EL A x 3T2 nA FUEL 911P0. zeT[10.N 1z5 p.q O TYP STUB-UP O taST F.+B 9] R RAI AREA ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 TrP Bs6 C.T1 s7 1589 rot. 253 116AI 5 GALLON SPILL BOX WITH OVERFIL Typ w PREVENTION VALVE KIT(GENERAC 2sas N231 TDey�B rc 7250-0 ) LacKIUG FUELCAP O , . B.B Q €MOVABLE SNUB-VP COVER SFE NOTE d o SITE NAME: z y 0 foal N,.11 FIND UEL RNK SMOKEY PT-VB - COLO K HEIGHT 6W C6R Lai I o°v9i SITE NUMBER: Lk y BEE NOTES x 'rP �35I� SE01374A -ypV A 588 QI.21� TG ryXPi ERS� y TYP tYIB[09.3]� Mfi[36q z TYP REAR wFw SITE ADDRESS: 1IE2 BB.5] = TP —' ." ® 17306 SMOKEY POINT DR = TrP F 26G1 1102 p Dlumr6ccREATEDFROMazdENGNEER 9EEieeet TITLE INSTALLD3.4LG16 ARLINGTON,WA 98223 30 FD.E.ECO NODIFICATION TD BE N APPLIED TO SOLID MODEL ONLY. 48KW Y06 EXT SHEET DESCRIPTION: GENERATOR G E s6 wA"° 10000041950 W 6VLE D.DrD YTXG E—ABOVE SHEET 2G1z INSTALLATION DRAWING F d 3 2 1 SHEET NUMBER: 1- D SCALE A-15 GENERATOR INSTALLATION DRAWING N.T.S. PLANS PREPARED FOR: 1. EQUIPMENT POWER SHALL BE 200A,10,3W,120/208V OR 120/24OV. 5. ALL WIRING SHALL BE COPPER 75°C U.N.O. TMobile 2. UTILITY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN 6. CONDUIT REQUIREMENTS(TYP,U.N.O.) LANDLORD SIGNATURE THE DEADFRONT OF PPC. UNDERGROUND:PVC(SCHED 40 OR 80) INDOOR: EMT(RGS IN TRAFFIC AREAS) 3. PROVIDED A MIN.36"WORK CLEARANCE IN FRONT OF PANELS/ OUTDOOR: RGS(ABOVE GRADE) 19807 NORTH CREEK PKWY N SERVICE EQUIPMENT. 1.GENERAL REQUIREMENTS 7. CAPPLETON ONTRACTOR VERIFY ACTLL PLUGOCATION T36"AFF BOTHELL,WA 98011 4.SUBSTITUTIONS 4. ALL BREAKERS IN THE ELEC.PANEL ARE RATED 10,000 RMS CONTRACTOR TO VERIFY EXACT LOCATION WITH A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE C. ALL WIRE AND CABLE SHALL BE COPPER,600 VOLT,#12 AWG SYMMETRICAL AMPS,240V MAX 75°C. LANDLORD AND UTILITY COORDINATOR. A. NO SUBSTITUTIONS ARE ALLOWED. LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE 8. PLACE"TRUE TAPE"AND PULL ROPE IN THE CONDUITS AND ALL STATE AND LOCAL CODES.NOTHING IN THESE PLANS OR 5 TESTS DRAWINGS.CONDUCTORS#10 AWG AND SMALLER SHALL SOLID. AS REQUIRED. PLANS PREPARED B . Y: SPECIFICATIONS SHALL BE CONSTRUED AS TO PERMIT WORK NOT CONDUCTORS#8 AWG AND LARGER SHALL BE STRANDED..TYPE YPE CONFORMING TO THE MOST STRINGENT OF THESE CODES.SHOULD THHN INSULATION USED UNLESS CONDUCTORS INSTALLED IN THE CONTRACTOR BEFORE FINAL ACCEPTANCE OF WORK, CHANGES W NECESSARY IN THE DRAWINGS R SPECIFICATIONS TO A. CONDUIT EXPOSED WEATHER,IN WHICH CASE TYPE THWN MAKE THE WORK COMPLY WITH THESE REQUIREMENTS,THE SHALL INSURE THAT ALL EQUIPMENT,SYSTEMS,FIXTURES,ETC., INSULATION SHALL BEE USED. Technology ologY Associates ARE WORKING SATISFACTORILY AND TO THE INTENT OF THE SCALE ELECTRICAL NOTES 2 CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING AND CEASE WORK ON PARTS OF THE CONTRACT WHICH ARE DRAWINGS. D. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES 6.PERMITS AFFECTED. SIZED PER CODE TO ACCOMMODATE ALL DEVICES AND WIRING. N.T.S. SEATTLE MARKET OFFICE B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING AND E. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE WITH A AMPERE ELEC ELECTRICAL MFR MANUFACTURER SAF SAFETY 1455 NW LEARY WAY,STE.400 CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHALL A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT AND WHITE FINISH(UNLESS NOTED BY ARCHITECT/ENGINEER),20 AMP, ACCA ANTENNA CABLE COVER EMT ELECTRICAL METALLIC TUBING MIN MINIMUM SDBC SOFT DRAWN BARE COPPER NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY PAYING FOR ALL THE REQUIRED PERMITS,INSPECTION AND 125 VOLT,THREE WIRE GROUNDING TYPE,NEMA 5-20R.MOUNT SEATTLE,WA 9$107 DISCREPANCIES THE CONTRACTOR ASSUMES ALL LIABILITY FOR EXAMINATION WITHOUT ADDITIONAL EXPENSE TO THE OWNER. RECEPTACLE AT+12"ABOVE FINISHED FLOOR UNLESS OTHERWISE ASSEMBLY ENCL ENCLOSURE MLO MAIN LUGS ONLY SEC SECONDARY FAILURE TO COMPLY WITH THIS PROVISION. INDICATED ON DRAWINGS OR IN DETAILS.WEATHERPROOF AIC AMPERE INTERRUPTING EXIST EXISTING MTD MOUNTED S.N. SOLID NEUTRAL 7.GROUNDING RECEPTACLES SHALL BE GROUND FAULT INTERRUPTER TYPE CAPACITY FAC FACTOR MTG MOUNTING SURF SURFACE C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS, WITH SIERRA#WPD-8 LIFT COVERPLATES. APPROX APPROXIMATELY F/A FIRE ALARM MTS MANUAL TRANSFER SWITCH SW SWITCH JURISDICTION APPROVAL SEAL: SCHEDULES,AND SPECIFICATIONS AND IS SUBJECT TO THE TERMS A. THE CONTRACTOR SHALL PROVIDE A COMPLETE,AND APPROVED AT AMPERE TRIP FLUOR FLUORESCENT N NEUTRAL TEL TELEPHONE AND CONDITIONS OF THE CONTRACT.THE WORK SHALL CONSIST OF GROUNDING SYSTEM INCLUDING ELECTRODES.ELECTRODE F. TOGGLE SWITCHES SHALL BE 20 AMP,120 VOLT AC,SPECIFICATION FURNISHING ALL LABOR,EQUIPMENT,MATERIALS AND SUPPLIES CONDUCTOR,BONDING CONDUCTORS,AND EQUIPMENT GRADE WHITE(UNLESS NOTED OTHERWISE)FINISH.MOUNT AWG AMERICAN WIRE GAGE FT FOOT/FEET N NEW TYR TYPICAL NECESSARY FOR A COMPLETE AND OPERATIONAL ELECTRICAL CONDUCTORS AS REQUIRED BY ARTICLE 250 OF NATIONAL SWITCHES AT+48"ABOVE FINISHED FLOOR. BATT BATTERY FU FUSE NEMA NATIONAL ELECTRICAL U/G UNDERGROUND SYSTEM.THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ALL ELECTRICAL CODE. BD BOARD G GROUND MANUFACTURERS ASSOC. U.L. UNDERWRITER'S LABORATORY INC. ELECTRICAL WORK NOT MENTIONED OR SHOWN WHICH ARE G. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE WITH SIR BRANCH GEN GENERATOR OH OVERHEAD NECESSARY FOR SUCCESSFUL OPERATION OF ALL SYSTEMS. B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES SHALL BE ANTI-BURN SOLDERLESS COMPRESSION APPROVED FOR METALLICALLY JOINED TOGETHER TO PROVIDE AN EFFECTIVE COPPER CONDUCTORS,COPPER BUS BARS,FULL SIZED BRKR BREAKER GFCI GROUND FAULT CIRCUIT P POLE U.N.O. UNLESS NOTED OTHERWISE D. THE CONTRACTOR SHALL PREPARE A BID FOR A COMPLETE AND ELECTRICAL CONTINUITY. NEUTRAL BUS,GROUND BUS AND EQUIPPED WITH QUICK- BTCW BARE TINNED COPPER WIRE INTERRUPTER PCs PERSONAL COMMUNICATION V VOLT OPERATIONAL SYSTEM,WHICH INCLUDES THE COST FOR MATERIAL MAKE QUICK-BREAK BOLT-IN TYPE THERMAL MAGNETIC BTS BASE TRANSMISSION SYSTEM GNO GROUNDING SYSTEM VAC VOLT ALTERNATING CURRENT AND LABOR. C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A CIRCUIT BREAKERS.MOUNT TOP OF THE PANELBOARDS AT 6'-3" C CONDUIT GPS GLOBAL POSITIONING SYSTEM PH PHASE W WATT OR WIRE NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZED GROUNDING ABOVE FINISHED FLOOR.PROVIDE TYPEWRITTEN CIRCUIT E. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS CONDUCTOR HAVING GREEN INSULATION. THE GROUND DIRECTORY. CAB CABINET GR GROWTH PNLBD PANELBOARD W/ WITH THE OPERATION.DEFECTIVE OR DAMAGED MATERIALS SHALL BE CONDUCTOR SHALL BE PROPERLY CONNECTED AT BOTH ENDS TO CB CIRCUIT BREAKER HDBC HARD DRAWN COPPER WIRE I PPC POWER PROTECTION CABINET I W/O WITHOUT REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER MAINTAIN ELECTRICAL CONTINUITY. H. ALL CIRCUIT BREAKERS,MAGNETIC STARTERS AND OTHER CKT CIRCUIT HIPS HIGH PRESSURE SODIUM PRC PRIMARY RADIO CABINET XFER TRANSFER ENGINEERING SEAL: ACCEPTABLE TO OWNER AND ARCHITECT/ENGINEER. ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING D. REFER 70 GROUND BUS DETAILS.PROVIDE NEW SYSTEM, RATING NOT LESS THAN MAXIMUM SHORT CIRCUIT CURRENT CONT CONTINUOUS LG LENGTH PRI PRIMARY XFMR TRANSFORMER F. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE PROGRESS COMPLETE WITH CONDUCTORS,GROUND ROD(S)AND DESCRIBED TO WHICH THEY MAY BE SUBJECTED. DEM DEMAND LPS LOW PRESSURE SODIUM I PWR POWER XLPE CROSS-LINK POLYETHYLENE OF THE WORK WILL PERMIT.ARRANGE ANY OUTAGE OF SERVICE TERMINATIONS. E EXISTING MAX MAXIMUM RCPT RECEPTACLE WITH THE OWNER AND BUILDING MANAGER IN ADVANCE.MINIMIZE I. GROUND RODS SHALL BE COPPER CLAD STEEL,5/8"ROUND AND 10, EGR EMERGENCY GEN.RECEPTACLE MECH MECHANICAL RGS RIGID GALVANIZED STEEL ®�� 0- DOWNTIME ON THE BUILDING ELECTRICAL SYSTEM. E. ALL GROUNDING CONDUCTORS SHALL BE SOLID LINED COPPER AND LONG.COPPERWELD OR APPROVED EQUAL. ��y ccv ANNEALED#2 UNLESS NOTED OTHERWISE. VtlA'� G. THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT 10. INSTALLATION SCALE _I'�{ SHALL BE DELIVERED IN PROPER WORKING ORDER.REPLACE, F. ALL NON-DIRECT BURIED TELEPHONE EQUIPMENT CONDUCTORS GENERAL ABBREVIATIONS N.T.S. v ?y/ WITHOUT ADDITIONAL COST TO THE OWNER,ANY DEFECTIVE SHALL BE#2 STRANDED,GROUND THHN(GREEN)INSULATION. A. PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL _ 'C/•G0� MATERIAL AND EQUIPMENT WITHIN ONE YEAR FROM THE DATE OF EQUIPMENT,FIXTURES,BOXES,PANEL,ETC.,SUPPORT LUMINARIES FINAL ACCEPTANCE. G. ALL GROUND CONNECTIONS SHALL BE MADE WITH"HYGROUND" FROM UNDERSIDE OF STRUCTURAL CEILING,EQUIPMENT SHALL BE - -OHT/OHP— OVERHEAD TELEPHONE/OVERHEAD POWER r)._.( LIGHTING FIXTURE,1/175W.METAL HALIDE,HUBBELL CAT#MIC-0175H-336 COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE BRACED TO WITHSTAND HORIZONTAL FORCES IN ACCORDANCE H. ANY ERROR,OMISSION OR DESIGN DISCREPANCY ON THE DRAWINGS NOTED OTHERWISE. WITH STATE AND LOCAL CODE REQUIREMENTS.PROVIDE PRIOR SHALL BE BROUGHT TO THE ATTENTION OF THE ALIGNMENT AND LEVELING OF ALL DEVICES AND FIXTURES. ARCHITECT/ENGINEER FOR CLARIFICATION OR CORRECTION BEFORE H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. OHT OVERHEAD TELEPHONE LINE O 5/8"X 10'-O",CU.GND ROD 30"MIN.BELOW GRADE. o0 CONSTRUCTION. B. CUTTING,PATCHING,CHASES,OPENINGS:PROVIDE LAYOUT IN 57210 I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS.IF ADVANCE TO ELIMINATE UNNECESSARY CUTTING OR DRILLING OF I. "PROVIDE":INDICATES THAT ALL ITEMS ARE TO BE FURNISHED, THE RESISTANCE VALUE IS EXCEEDED,NOTIFY THE OWNER FOR WALLS,FLOORS CEILINGS,AND ROOFS.ANY DAMAGE TO BUILDING 5/8"X 10'-O",CU.GND ROD IN TEST WELL 30"MIN.BELOW GRADE. INSTALLED AND CONNECTED IN PLACE. FUTURE INSTRUCTION ON METHODS FOR REDUCING THE STRUCTURE OR EQUIPMENT SHALL BE REPAIRED BY THE OHP OVERHEAD POWER LINE RESISTANCE VALUE. SUBMIT TEST REPORTS AND FURNISH TO CONTRACTOR.OBTAIN PERMISSION FROM THE J. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS SMART SMR ONE COMPLETE SET OF PRINTS SHOWING"INSTALLED ARCHITECT/ENGINEER BEFORE CORING. e CHEMICAL GROUND ROD(XIT GROUND ROD) �a AND PAY ALL REQUIRED FEES. WORK". 2.EQUIPMENT LOCATION C. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR E POWER RUN 12.23.2025 8.UTILITY SERVICE ANCHORING PURPOSES,OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,IT MUST BE CLEARLY A. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL TELCO RUN CADWELD CONNECTION DRAWING NOTICE: LOCATIONS OR ARRANGEMENTS OF CONDUIT RUNS,OUTLETS, CONFORM TO THE REQUIREMENTS OF THE SERVING UTILITY NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY AND ARE TO THESE DOCUMENTS ARE CONFIDENTIAL EQUIPMENT,ETC.RJUDGMENT MUFOLLOWED AS SED IN XEC COMPAREQUIREMENTS. S.ENTS. SERVICERACTOR SHALL INFORMATION WILL BE F RNISHED BOCATIONS Y CIRCUMSTANCES. TEE POWER/TELCO RUN • MECHANICAL CONNECTION AND ARE THE SOLE PROPERTY OF POSSIBLE.PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING REQUIREMENTS. SERVICE INFORMATION WILL BE FURNISHED BY w THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE SERVING UTILITIES. D. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT T-MOBILE AND MAY NOT BE REPRODUCED, w THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE DEFINITELY KNOWN AND THEREFORE,MUST BE SEARCHED FOR BY y TO SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURE B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER G GROUNDING CONDUCTOR , HALO GROUND CONNECTION DISSEMINATED OR REDISTRIBUTED CONDITIONS ENCOUNTERED. COMPANIES. DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING WITHOUT THE EXPRESS WRITTEN yw AND/OR STEEL TENDONS. CONSENT OF T-MOBILE. B. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR g.PRODUCTS GROUNDING CONDUCTOR fL CIRCUIT BREAKER ARRANGEMENTS ARE NECESSARY,DUE TO FIELD CONDITIONS IN THE E. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE w BUILDING CONSTRUCTION OR REARRANGEMENT OF FURNISHINGS OR STOPPED IN ACCORDANCE WITH THE REQUIREMENTS OF THE U.B.C. REVISIONS: O A. ALL MATERIALS SHALL BE NEW,CONFORMING WITH THE NEC,ANSI, EQUIPMENT,SUCH CHANGES SHALL BE MADE WITHOUT COST, NEMA,AND THEY SHALL BE U.L.LISTED AND LABELED. DESCRIPTION DATE BY REV G PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, 11.PROJECT CLOSEOUT CONDUIT UNDERGROUND QM UTILITY METER BASE ETC.,AND WORK DIRECTLY CONNECTED TO THE SAME IS INSTALLED w AND NO EXTRA MATERIALS ARE REQUIRED. B. CONDUIT: ISSUED FOR 90%NSD CD 11/18/2025 EL A 0 A. UPON COMPLETION OF WORK,CONDUCT CONTINUITY,SHORT 1. RIGID CONDUIT SHALL BE U.L.LABEL GALVANIZED ZINC CIRCUIT,AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. ISSUED FOR 100%NSD CD 12MW2025 RKS 0 C. LIGHTING FIXTURES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS -� FUSE,SIZE AND TYPE AS INDICATED. ® TRANSFORMER w SUBMIT TEST REPORTS TO PROJECT MANAGER.CLEAN PREMISES U ONLY.COORDINATE THE FIXTURE LOCATION WITH MECHANICAL COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN o EQUIPMENT TO AVOID INTERFERENCE.COORDINATE THE WORK OF INSTALLED IN OR UNDER CONCRETE SLABS,IN CONTACT WITH THE OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A w THIS SECTION WITH THAT OF ALL OTHER TRADES.WHERE CONFLICTS EARTH,UNDER PUBLIC ROADWAYS,IN MASONRY WALLS OR COMPLETE AND UNDAMAGED CONDITION. EXPOSED ON BUILDING EXTERIOR,RIGID CONDUIT IN CONTACT SAFETY SWITCH,2P-24OV-60A W/60A FUSES,NEMA 3R OCCUR,CONSULT WITH THE RESPECTIVE CONTRACTOR AND COME B. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE OJ ENCLOSURE,SQ D CATALOG NO.H222NRB STEPDOWN TRANSFORMER 0 TO AGREEMENT AS TO CHANGES NECESSARY.OBTAIN WRITTEN WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP ACCEPTANCE FROM ARCHITECT/ENGINEER FOR THE NEW CHANGES ROCESS NO.3. ELECTRICAL"AS INSTALLED"DRAWINGS AT THE COMPLETION OF o BEFORE PROCEEDING. Qi MANUAL TRANSFER SWITCH,2P-240V-200A,NO FUSE, e RECEPTACLE,2P-3W-125V-15A,DUPLEX,GROUND TYPE, Q 2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L.LABEL,FITTINGS THE JOB,SHOWING ACTUAL DIMENSIONS,ROUTINGS AND CIRCUITS. NEMA 3R ENCLOSURE HUBBEL CATALOG#5362 1 3.SHOP DRAWINGS SHALL BE COMPRESSION TYPE.EMT SHALL BE USED ONLY FOR C. ALL BROCHURES,OPERATING MANUALS,CATALOG,SHOP O INTERIOR RUNS. DRAWINGS,ETC.,SHALL BE TURNED OVER TO OWNER AT JOB SITE NAME: Z COMPLETION. LIGHTING FIXTURE,FLUORESCENT,10.94"x4'-0",2/40W, TOGGLE SWITCH,1P-125V-15A,HUBBELL CATALOG#HBL m A. N/A UNLESS NOTED OTHERWISE. 3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L.LISTED LABEL AND ® SURFACE MOUNTING TYPE,HUBBELL LIGHTING CATALOG S 1201CN MAY BE USED WHERE PERMITTED BY CODE.FITTINGS SHALL BE #WSW232T SMOKEY PT-VB - COLO "JAKE"OR"SQUEEZE"TYPE.SEAL TIGHT FLEXIBLE CONDUIT. LIGHTING FIXTURE,FLUORESCENT,10.94"x V-0",2/95W,w ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL ® SURFACE MOUNTING TYPE,HUBBELL LIGHTING CATALOG SWP TOGGLE SWITCH,1P-120V-15A,"WP" a SIZE GROUND WIRE. #TWSM232T O SITE NUMBER: 4. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILING OR WALLS LIGHTING FIXTURE,HIGH PRESSURE SODIUM,1/70W,WALL UNLESS INDICATED OTHERWISE.CONDUIT INDICATED SHALL RUN MOUNTING TYPE,HUBBELL LIGHTING CATALOG#NRG-307 O IONIZATION SMOKE DETECTOR LARM HORN 8 AUXILIARY CONTACT, x PARALLEL OR AT RIGHT ANGLES TO CEILING,FLOOR OR BEAMS. OR 1/5OW,HUBBELL LIGHTING CATALOG#NRG-121 120 VAC,GENTEX PART NO.710OF S E01374A VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH r ARCHITECT PRIOR TO INSTALLING. w EXIT SIGN,THERMOPLASTIC LED,SINGLE FACE,UNIVERSAL MOUNTING, POLE a 5. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 W/BATTERY PACK,HUBBELL LIGHTING CATALOG#PRB SITE ADDRESS: a (UNLESS NOTED OTHERWISE)AT A MINIMUM DEPTH OF 24"BELOW m GRADE > COMBINATION,EXIT SIGN&EMERGENCY LIGHTING, - (N)POLE MOUNTED XFMER = EXIT HUBBELL LIGHTING CATALOG#PRC 17306 SMOKEY POINT DR 6. ALL CONDUIT ONLY(C.O.)SHALL HAVE PULL ROPE. 0 I� ARLINGTON,WA 98223 �` N 7. CONDUITS RUN ON ROOFS SHALL BE INSTALLED ON 4 X 4 u A EMERGENCY LIGHTING,2/5OW,HUBBELL LIGHTING CATALOG Q (E)POLE MOUNTED XFMR SLEEPERS,V-O"ON CENTER,SET IN NON-HARDENING MASTIC. #HE6-50-2-R91 SHEET DESCRIPTION: i LIGHTING FIXTURE,INCANDESCENT,1/10OW,WALL rc MOUNTING OUNTIN TYPE,HUBBELL LIGHTING CATALOG Aj (N)PAD MOUNTED XFMER ELECTRICAL NOTES O _ LIGHTING FIXTURE,HALOGEN,QUARTZ,1/300W,HUBBELL w LIGHTING CATALOG#QL-505 (E)PAD MOUNTED XFMER SHEET NUMBER: 0 ELECTRICAL GENERAL NOTES IGENERALLEGEND SCALE 4 E-1 N.T.S. PLANS PREPARED FOR: / DISCLAIMER / 1. OF A CURRWINGSENT LA D RE SURVEY.ALL P OPERTWITHOUT THE BENEFIT T Mobile OF A CURRENT LAND SURVEY.ALL PROPERTY LINES, EASEMENTS,AND SETBACKS SHALL BE VERIFIED PRIOR TO LANDLORD SIGNATURE / START OFRACY OF SAID ONTAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS, / ROADS AND SETBACKS. 19807 NORTH CREEK PKWY N 2. MONOPINE,TOWER,AND GROUND EQUIPMENT BY OTHERS BOTHELL,WA 98011 / / UNDER SEPARATE PERMIT. EXISTING FIBER VAULT NEW T-MOBILE FIBER POC / / PLANS PREPARED BY: / EXISTING POWER VAULT / / / Technology Associates EXISTING METER BANK ON H-FRAME, EXISTING TELCO CABINET ON H-FRAME, NEW T-MOBILE POC 8 METER LOCATION / BY OTHERS / SEATTLE MARKET OFFICE `\ 1455 NW LEARY WAY,STE.400 \ NEW T-MOBILE 3"0 POWER CONDUIT / NEW T-MOBILE 2"0 FIBER CONDUIT TRENCHED FROM SEATTLE,WA 98107 \ TRENCHED FROM NEW T-MOBILE METER EXISTING FIBER VAULT TO T-MOBILE CUBE ON H-FRAME. \ BASE TO NEW T-MOBILE PPC PANEL. ROUTE TO BE HAND DUG THROUGH COMPOUND,ALL \ ROUTE TO BE HAND DUG THROUGH f EXISTING U/G CONDUITS AND CABLING IS TO BE LOCATED \ COMPOUND,ALL EXISTING JIGTO JURISDICTION APPROVAL SEAL:AN WO RKED WRKED AROUND AS NEEDED DURING HAND TRENCHING \ CONDUITS AND CABLING IS TO BE 11 \ LOCATED AND WORKED AROUND AS f A-11 \ NEEDED DURING HAND TRENCHING f \ , I \ ` EXISTING 12 FT WIDE CHAIN \ LINK DOUBLE GATE 9 f \ I NEW 12 FT WIDE DOUBLE \ , \ /.flf CHAIN LINK GATE NEWT-MOBIL REQUIRED SIGNAGE \ ��\ ` r—X X�X ENGINEERING SEAL: MOUNTED ON EXISTING GATE EXISTING DIESEL GENERATOR ON ® A-10 A-10 A-10 \ DOQ \` / \ yF`•��1/ o EXISTING CONC SLAB,BY OTHERS ®� WAS f\ EXISTING 6 FT HIGH CHAIN LINK FENCE / �'�® 7210 f \ (/ E of \f 12.23.2025 Vffi \\,. ' \\�/ DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED, EXISTING EQUIPMENT DISSEMINATED OR REDISTRIBUTED CABINET BY OTHERS / WITHOUT THE EXPRESS WRITTEN W \ CONSENT OF T-MOBILE. f \ pppIII REVISIONS: DESCRIPTION DATE BY REV \ \\ �- i ^u�Tl/' 9 - `• / ISSUED FOR 90%NSD CD 11/18/2025 EL A O \ � ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 p NEW T-MOBILE EQUIPMENT AREA, o FOR EQUIPMENT PLAN SEE: 2 O SITE NAME: z \ f \�` �V \ '/ SMOKEY PT-VB - COLO SITE NUMBER: m \ SE01374A z -/- ' EXISTING VERTICAL BRIDGE 130 FT HIGH MONOPINE \ SITE ADDRESS: 17306 SMOKEY POINT DR o \ \ ARLINGTON,WA 98223 N f NEW T-MOBILE ANTENNA AREA,FOR \ SHEET DESCRIPTION: Z ANTENNA GROUNDING PLAN BE \ / \\ f\ `\ _N ELECTRICAL SITE PLAN w r z SCALE: 3/8"=1'-0-(24x36) E-" ELECTRICAL SITE PLAN °® (OR) 3116"= -0"I".") 1 PLANS PREPARED FOR: VOLTS: 120/240V FEED: 200A KEY NOTES: PHASE: 10 T Mobile WIRE: 3 PANEL SCHEDULE NEW 5/8"0 x 10'-0"COPPER CLAD STEEL GROUND ROD EXISTING TRANSFORMER AND#2 CU GROUND.BOND TO ISOLATED GROUND ROD.O (POWER P.O.C.) A B 1 LANDLORD SIGNATURE 80 20 E 2 19807 NORTH CREEK PKWY N PURCELL 1 2 RECEPTACLE NOTES: BOTHELL,WA 98011 20 3 4 LIGHTS 1. UNLESS NOTED OTHERWISE,ALL CONDUITS TO BE 30 INSTALLED TO BE EMT FOR INDOOR AND RIDGED FOR TVSS 5 6 OUTDOOR,UNLESS NOT ALLOWED BY ELEC CODE. PLANS PREPARED BY: 2. ALL ELECTRICAL CONDUCTORS TO BE 7 8 APPROPRIATELY SIZED AND TO BE INSTALLED AND Technology Associates CONNECTED BY GC,UNLESS OTHERWISE NOTED. 9 10 SEATTLE MARKET OFFICE 11 12 1455 NW LEARY WAY,STE.400 NOTES: SEATTLE,WA 98107 13 14 1. ALL EQUIPMENT(FUSES,CIRCUIT BREAKERS, BUSSING,ETC.)SHALL HAVE A SHORT CIRCUIT 15 16 JURISDICTION APPROVAL SEAL: RATING EQUAL TO,OR GRATER THAN,THE NEW 2.5"0 U/G CONDUIT W/POLY PULL AVAILABLE SHORT CIRCUIT CURRENT AT THE ROPE AND MEASURE TAPE OR AS LOCATION. 17 18 REQUIRED BY UTILITY. 2.ALL ELECTRICAL EQUIPMENT SHALL BE U.L.LISTED. 3. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE WEATHER SHALL BE LISTED FOR EXTERIOR USE. PANEL SCHEDULE SCALE N.T.S. 13'-0" COMPOUND EXTENSION ENGINEERING SEAL: 10'-0" T-6" NEW T-MOBILE LEASE AREA&CONC SLAB q� (N)200A,120/24OV,1 PH,3W,65 KAIC NEW T-MOBILE 12 FT WIDE TMO METER WREST BYPASS SWITCH E DOUBLE CHAIN LINK GATE 200A FUSED PULLOUT DISCONNECT DEVICE\ FUSES ITH O[IN EXIS NSG MET RENT RRBANK ON H-IFAME]\< - / i M I V 8 - I ONEW#2AWGGROUND - �� 57210 �� y I ROD PER N.E.C.ART.250 4 o NEW T-MBILE 8 FT HIGH �v'I(®�� C1 CHAIN LINOK FENCE Z 7 12.23.2025 of NEW T-MOBILE 48KW w w o g 0 z 2-1/2"CONDUIT WITH EXISTING T-MOBILE DIESEL GENERATOR 3-4/0+142 AWG(GND) DRAWING NOTICE: W Z 5 FT WIDE ROLLING 1 1 1 4 s O Y [i35'-0"] THESE DOCUMENTS ARE CONFIDENTIAL z z ACCESS GATE XI A-14 A-15 A-11 A-11 A-11 DO z AND ARE THE SOLE PROPERTY OF i 8 NEW T-MOBILE TRANSFER J y U A-10 ¢ T-MOBILE AND MAY NOT BE REPRODUCED, w SWITCH(1 TOTAL) x MOUNTED ON NEW H-FAME p DISSEMINATED OR REDISTRIBUTED w s 7 m WITHOUT THE EXPRESS WRITTEN z A-10 A-11 0 CONSENT OF T-MOBILE. ul m NEW T-MOBILE(4) x M g o f w ¢ STRINGS OF BATTERIES 3 p w N MOUNTED IN CABINET NEW T-MOBILE LEC CUBE CABINET w REVISIONS: rc U p a (1 TOTAL)MOUNTED ON NEW H-FRAME ? a z z e - ,- z DESCRIPTION DATE BY REV Q 5 I' .� m , 7 O W y A-9 a a A-10 A-11 Z 2-1/2"CONDUIT WITH ISSUED FOR 90%NSD CD 11/18/2025 EL A ? 0 - w 3-4/0+1#2 AWG(GND) ❑ z LB3 BATTERY a / X [t1'-01 U o= - Q NEWT-MOBILE CABINET ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 r O N CABINET 2) NEWT-MOBILE 48KW ❑ J (3)ABIP, 9 6 \ m (1)AMID, A-9 A-9 a r , DIESEL GENERATOR o 1 ROUTER, M O F O MOUNTED IN CABINET O L -1DUAL-STAGE A-14 A-15 A-11 A-11 A-11 0 3 1 2 3 4 NEWT-MOBILE NEW SERVICE LIGHTS,TYP ____ _� SURGE SUPPRESSOR 3 o i________ Z A-9 A-8 A-9 A-9 HPL3.1 CABINET 3 0 w O 4'-0" A-10 SITE NAME: z 8 6 '. y (3'A"MIN CLR) (N)200A,120/208V,1 PH,3W,65KAIC p -) PPC CABINET(UL 891)PER T-MO G I SPECS.BY INTERSECT OR EQUAL NEW T-MO 120/24OV,200A,3W SMOKEY PT-VB - COLO •" a o DIST PANEL a 4 Z e SITE NUMBER: y I NEW T-MOBILE PPC PANEL(1 TOTAL) 4 FUTURE �,� MOUN NEW H-FAME X NEWT MOBILEICE I T-MOBILE - -. .. 2 7 ----------------' SE01374A N BRIDGE,TYP CABINET [. \ I A-10 A-11 z T-MO PPC CABINET I A 11 - L �� SITE ADDRESS: m /v OFICONST UTU OINTS OF SERVICE AND WORK/MTERIALS RUCT ON CONTRACTOR TO OBTAAN CURRENTOUTILITY pLAN.N ARE ED UPON PRELIMINARY INFORMATION PROVIDED BY THE SITE WALK.PRIOR TO STARTTY 17306 SMOKEY POINT DR O p NEW T-MOBILE GPS 11 NEW T-MOBILE U/G 3"POWER CONDUIT FROM METER BANK& CONTACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK/MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY ARLINGTON,WA 98223 W ANTENNA(1 TOTAL) x e2"FIBER CONDUIT FROM EXISTING FIBER VAULT(APPROX 235'-0"LONG) COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY.CONTACTOR SHALL FURNISH AND INSTALL ALL CONDUIT,PULL ROPES,CABLES,PULL BOXES, N A-11 ROUTES TO BE HAND DUG THROUGH COMPOUND,ALL EXISTING U/G CONCRETE ENCASEMENT OF CONDUIT(IF REQUIRED),TRANSFORMER PAD,BARRIERS,POLE RISERS,TRENCHING,BACKFILL,PAY ALL UTILITY COMPANY RPS8 CONDUITS AND CABLING IS TO BE LOCATED AND WORKED AROUND AS FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. SHEET DESCRIPTION: Z NEEDED DURING HAND TRENCHING PANEL SCHEDULE & 17 0 N ONE-LINE DIAGRAM SHEET NUMBER: Z EQUIPMENT ELECTRICAL PLAN SCALE 2 ONE LINE DIAGRAM SCALE 3 :] E-3 N.T.S. I N.T.S. ^\ PLANS PREPARED FOR: ELECTRICAL GROUNDING SPECIFICATIONS �\ / \ T Mobile \ / \1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OFTHE NATIONAL ELECTRICAL C \ / EFFECT OR THE AUTHORITYODE HAVINGRRENTLY IN + \� 4- LANDLORD SIGNATURE JURISDICTION. / 19807 NORTH CREEK PKWY N 2. ALL GROUNDING DEVICES SHALL BE U.L.LISTED (r BOTHELL,WA 98011 FOR THEIR INTENDED USE. I 3. GROUND WIRES SHALL BE TINNED#2 AWG BARE G G G G G G SOLID COPPER UNLESS OTHERWISE NOTED. PLANS PREPARED BY: 4. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL BE EXOTHERMIC (CAD-WELDED),UNLESS OTHERWISE NOTED.AND SHALL BE INSTALLED IN ACCORDANCE WITH NEW GROUND ROD, 8 Technology Associates MANUFACTURER'S RECOMMENDATIONS AND OO TYP(3 TOTAL) G-2 T-MOBILE WIRELESS BROADBAND STANDARDS. 12 NEW#2 AWG GROUND 0 L7 G-2 LEAD FROM SLAB REBAR TO GROUND RING G NEW#2 SOLID TINNED SEATTLE MARKET OFFICE 5. GROUNDING CONDUCTORS SHALL BE ROUTED BARE COPPER GROUND 8 ALONG THE SHORTEST AND STRAIGHTEST PATH RING 30"BELOW GRADE G-2 1455 NW LEARY WAY,STE.400 POSSIBLE.WHEN REQUIRED,GROUND LEADS C7 SHALL BE BENT TO A MINIMUM OF 8"RADIUS. x SEATTLE,WA 98107 6. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING. U INSTALL WIRE IN 3/4"HEAVY WALL LIQUID TIGHT JURISDICTION APPROVAL SEAL: FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" BELOW GRADE AND SEAL THE TOP WITH SILICONE 2 NEW MECHANICAL LUG SEALANT. G-2 CONNECTION,TYP x 7. ALL GROUND BARS SHALL BE TINNED,1/4"COPPER, SECTOR BARS 2",COLLECTOR AND MGB BARS 4, x OF SUFFICIENT LENGTH TO ACCOMMODATE ALL / REQUIRED CONNECTIONS WITHOUT DOUBLING G7 LUGS,AND EACH INSTALLED WITH ISOLATORS. - $ WHEN CONNECTING GROUND BARS(WITHIN 10 NEW#2 AWG GROUND 12 FEET OF GRADE)DIRECTLY TO THE GROUND RING, 2 EA.#2 SOLID DOWNLEADS SHALL BE CAD-WELDED LEAD FROM SLAB G-2 TO THE GROUND BAR,1 AT EACH OPPOSITE 1 NEW EXOTHERMIC WELD �`[`� REBAR TO GROUND RING BOTTOM CORNER,AND EACH SHALL RUN IN 3/4" 5CONNECTION,TYP 1 a HEAVYWALL LIQUID TIGHT FLEXIBLE CONDUIT ) ENGINEERING SEAL: FROM GROUND BAR DOWN TO THE GROUND RING. II ° WHEN CONNECTING SECTOR GROUND BARS, NEW#2 AWG GROUND LEAD x I \ NEW GROUND ROD 9 DAISY-CHAIN THE GROUND BARS AND RUN 1 EA.#2 —— j d >a WI TEST WELL(1 TOTAL) G-2 ®qA LLp, o AWG STRANDED COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING AND CAD-WELD TO THE RING. p �\J� � � Vtl R�7 A� 8. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS,2 HOLE COMPRESSION LUGS 9A, ?y/ SHALL BE USED,PROTECT WITH WEATHERPROOF - �A 'C/•G�� HEAT SHRINK,AND WITH A THIN COAT OF"KOP'R O SHIELD"OR EQUIVALENT PROPERLY APPLIED AND �s ATTACHED ONLY WITH STAINLESS STEEL HARDWARE. SCALE 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, EQUIPMENT GROUNDING N.T.S.Io° PANELS,FRAMES,AND OTHER METAL APPARATUS, 57210 A#6 AWG STRANDED COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG,PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS Cil1S.+ STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE 12.23.2025 10 BELOW. 10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT DRAWING NOTICE: AND CORROSION TO SHINY METAL.FOLLOWING THESE DOCUMENTS ARE CONFIDENTIAL CAD-WELDED CONNECTIONS TO NON-COPPER SURFACES,APPLY ONE COAT OF ANY AND ARE THE SOLE PROPERTY OF y ANTI-OXIDIZING PAINT,"COLD GALT OR T-MOBILE AND MAY NOT BE REPRODUCED, N EQUIVALENT. DISSEMINATED OR REDISTRIBUTED w 11. GROUND RODS SHALL BE COPPER-CLAD STEEL WITHOUT THE EXPRESS WRITTEN w 5/8"x10',SPACED NO LESS THAN 10'ON CENTER. CONSENT OF T-MOBILE. ❑ 12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY IL AREVISIONS: G NONMETALLIC,NON-CONDUCTIVE,UV RATED DESCRIPTION DATE BY REV z CLAMPS,BRACKET,AND OR SUPPORTS. W - ISSUED FOR 90%NSD CD 11/18/2025 EL A rc 13. WHEN REQUIRED,THE CONTRACTOR SHALL O ENGAGE THE SERVICES OF AN INDEPENDENT ISSUED FOR 100%NSD CD 12MW2025 RKS 0 I°0 TESTING FIRM TO VERIFY,UTILIZING A MEGGER 0 TEST,THAT THE RESISTANCE TO EARTH OF THE G NEW ROUND SYSTEM IS EQUAL TO OR LESS THAN 5(OHMS).A COPY OF THE COMPLETE TESTING -� rc REPORT SHALL BE PROVIDED TO THE T-MOBILE "h REPRESENTATIVE. 14. ALL MATERIALS AND HARDWARE SHALL BR > INSTALLED IN A WORKMAN-LIKE MANNER IN 0 ACCORDANCE WITH MANUFACTURER'S / - SITE NAME: z APPROVED RECOMMENDATIONS,AND DEFINED IN NFPA-70 AND SMOKEY PT-VB - COLO a LEGEND L+ m e NEW#6 AWG FROM AHLOA& f, �i SITE NUMBER: ■ EXOTHERMIC CONNECTION AHFII TO EXISTING SECTOR MECHANICAL CONNECTION GROUND BAR,TYP / SE01374A x • e2 NEW MECHANICAL LUG ' EQUIPMENT GROUND BAR G-2 CONNECTION,TAP ry m gANTENNA GROUND BAR(AS REQUIRED) V C SITE ADDRESS: 4 SECTOR(FIELD VERIFY ND LOCATION) ION) 17306 SMOKEY POINT DR #2 AWG GROUND LEAD(AS REQUIRED) G-2 (FIELD VERIFY LOCATION) x r 0 ARLINGTON,WA 98223 N NOTE: 4 NEW#6 AWG FROM ANTENNA G-2 TO NEW SECTOR GROUND BAR,TYP 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS SHEET DESCRIPTION: i AND GROUNDING CONNECTIONS AS REQUIRED. N_ GROUNDING PLANS w 2 F SHEET NUMBER: SCALE 1 SCALE 3 G-1 ANTENNA GROUNDING NOTES & LEGEND N.T.S. N.T.S. PLANS PREPARED FOR: NOTES: 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR T Mobile 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. LANDLORD SIGNATURE 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. 19807 NORTH CREEK PKWY N TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GT BOTHELL,WA 98011 NEW ANTENNA EQUIPMENT GROUNDING KITS: #6 AWG STRANDED Cu WIRE WITH GREEN, 60OV,THWN INSULATION OR BLACK PLANS PREPARED BY: TWO-HOLE LUG,BOLTED TO GROUND BAR USING 3/8"-16x 1 1/4"STAINLESS Technology Associates STEEL HEX UNIT BOLTS TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY AND HARDWARE. SEATTLE MARKET OFFICE O 0�0a O O O O O O ExISTINGa"xi2"x1/4" 1455 NW LEARY WAY,STE.400 THK.,TINNED 0 0O O O O 00 O GROUND BAR ON SEATTLE,WA 98107 0 0 0 0 0 0 0 0 WALL,FLOOR OR ON ANTENNA TOWER 0 0 0 0 0 0 0 0 TYPE VV TYPE VS TYPE VB TYPE PT TYPE GR ,JURISDICTION APPROVAL SEAL: NOTE: ERICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. ISALALE NOT USED SCALE 10 NOT USED NCTSE 7 SECTOR GROUND BAR NCTSSALE 4 EXOTHERMIC WELDING N.T.S.. 1 N.T.S ENGINEERING SEAL: 14 P, P WIRE SIZE BURNDYLUG BOLT SIZE ® � �®� -P--SOLIDTINNED BARE ®��A� COPPER WIRE EXOTHERMIC #6 AWG GREEN INSULATED YA6C-2TC38 3/8"-16 NC S 2 BOLT WELDED TO THE TOP OF GRADE APPROPRIATE ITEMS #2 AWG SOLID TINNED YA3C-2TC38 3/8"-16 NC S 2 BOLT HEAT SHRINK BURNDY GROUND LUG - �D (CLEAR HEAT SHRINK INDOOR 8 (SEE TABLE FOR SIZE 91 z \\� #2 AWG STRANDED YA2C-2TC38 3/8"-16 NC S 2 BOLT BLACK HEAT SHRINK OUTDOOR) AND MODEL) BURNDY GROUND LUG z NO / / / /�\�/�\/\ #2/0 AWG STRANDED YA26-2TC38 3/8"-16 NC S 2 BOLT AND MODEL)(SEE TABLE OR SIZE BARE WIRE TO BE NO-OX AT x BOTH ENDS a p EXOTHERMIC #4I0 AWG STRANDED VA28-2N 1/2"-16 INC S 2 BOLT NUT(TYR) ✓(vQ//n� ����® �� y� LOCK WASHER `® m EXOTHERMIC TO EX. NOTES: (TYR) O GROUND RING FLAT WASHER ®� L 1. ALL HARDWARE BOLTS,NUTS,LOCK WASHERS (TYR) SHALL BE STAINLESS STEEL. ALL HARDWARE 12.23.2025 #2 SOLID TINNED BARE ARE TO BE AS FOLLOWS:BOLT,FLAT WASHER, COPPER GROUND RING GROUND BAR,GROUND LUG,FLAT WASHER, GROUNDING 30"BELOW GRADE LOCK WASHER AND NUT. CONDUCTOR DRAWING NOTICE: GROUND BAR 2. COPPER SHIELD,ANTIOX,CR NO-OX OR FLAT WASHER BOLT(TYR) THESE DOCUMENTS ARE CONFIDENTIAL 5/8"DIA.x 10'LONG EQUIVALENT SHALL BE PLACE WHERE ALL (TYR) COPPER CLAD DISSIMILAR METALS CONNECT. - AND ARE THE SOLE PROPERTY OF y GROUND ROD T-MOBILE AND MAY NOT BE REPRODUCED, N EXOTHERMIC 3. ALL LUGS ARE TO BE INSTALLED PER DISSEMINATED OR REDISTRIBUTED F CONNECTION MANUFACTURER'S SPECIFICATIONS. WITHOUT THE EXPRESS WRITTEN w 20'4-MAX. 4. ALL LUGS MUST HAVE INSPECTION WINDOWS. CONSENT OF T-MOBILE. x '10'-0"MIN. ul REVISIONS: a DESCRIPTION DATE BY REV NOT USED NCTSE 11 GROUND RING W/ GROUND ROD NCTSE 8 MECHANICAL LUG CONNECTION SCALE 2 ISSUED FOR 90%NSD CD 512025 EL A ISSUED FOR 100%NSD CD 12MW2025 RKS 0 U 12"TO 24" w rc rc WEATHERPROOFING RRU TO ANTENNAS KIT(TYR) ANTENNA CABLE EXOTHERMIC CONNECTION 6"0 x 24"DEEP INSPECTION SLEEVE, TO REBAR - Z PVC OR SOIL PIPE WITH CAP OR RX F EQUIVALENT. SITE NAME: Z #4 REBAR @ 12"OC EW,TYP Fq IISHED GRADE TX 0 #2 AWG SOLID TINNEDWEATHERPROOF) COPPER WIRE TO .- KIING SMOKEY SEE NOTE 3 e N EXTERIOR GROUND RING � JUTMPP)ERPT �� ����CONCRETE SLAB,SEE NOTE / ������ ��� #8 AWG STRANDED Cu WIRE WITH SITE NUMBER: GREEN,60OV,THWN INSULATION OR z BLACK(GROUNDED TO GROUND BAR) x 1"WIDE SLOT FOR ANTENNA CABLE S E01374A FINISH GRADE �/'/jamEL / GROUND WIRE,EXTEND (TMP) CABLE GROUND KIT TO ANTENNA CABLE CONNECTION y \ \ / / 2'ABOVE GROUND WIRE77 WEATHERPROOFING �� �� CADWELD CONNECTION KIT(TVP) #6 AWG STRANDED COPPER GROUND SITE ADDRESS: ��� 708 HAVE E EOXOTHDERMIDC TO OVP BOX OR(TYP-GT) (WHEN REQUIRED)A (SEEENORE(GROUNDED TO GROUND BAR) NOTES: 17306 SMOKEY POINT DR CONNECTION TO THE '--j /,�L�\ /LL GROUND RING 3/4"CRUSHED GRAVEL OR EQUAL FILL ARLINGTON,WA 98223 N /� �\ '\\ \�\ #2 AWG SOLID TINNED TEST WELL TO WITHIN 2"OF TOP OF NEW#2 AWG SOLID TINNED BARE CU 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS (E)ANTENNA GROUND y COPPER WIRE GROUND LOOP WIRE TO TOWER GROUND BAR DIRECT GROUND WIRE DOWN TO GROUND BAR. (EXTERIOR GROUND RING) BAR OR MAIN GROUND BAR SHEET DESCRIPTION: Z 2. GROUNDING KIT SHALL BE WITH TWO-HOLE LUG. COPPER CLAD GROUND GROUNDING DETAILS 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING O ROD 5/8"0 X 10'-0"LONG TAPE KIT,COLD SHRINK SHALL NOT BE USED. w NOTES: F III 1. REBAR IS GROUNDED PRIOR TO POURING CONCRETE. SHEET NUMBER: 0 CONCRETE PAD GROUNDING SCALE 12 TEST WELL SCALE 9 CABLE GROUNDING SCALE 3 G-2 N.T.S. N.T.S. N.T.S. PLANS PREPARED FOR: LANDLORD SIGNATURE T Mobile 19807 NORTH CREEK PKWY N BOTHELL,WA 98011 PLANS PREPARED BY: Technology 4Associates SEATTLE MARKET OFFICE 1455 NW LEARY WAY,STE.400 SEATTLE,WA 98107 ANTENNA AND COAX GENERAL NOTES: JURISDICTION APPROVAL SEAL: ANTENNA SCHEDULE-FINAL CONFIGURATION 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BYT-MOBILE AND INSTALLED BY CONTRACTOR. SECTOR EXISTING/ ANTENNA HAD DIMENSIONS WEIGHT 2. COAX COLOR CODING:ANTENNAS TO BE NUMBERED INACLOCKWISE (COLOR) POSITION NEW MANUFACTURER ANTENNA MODEL PORT AZIMUTH C TRANSMISSION CABLE ENTER (LxWxD) (LBS) QTY. LENGTH SIZE TYPE MANNER FROM TRUE NORTH AND COLOR CODED PER ANTENNA SCHEDULE. 3. COAX COLOR CODING PER NOTE 2 APPLIES TO SECTORIZED SITES. A7 NEW COMMSCOPE FFVV-65C-R2-CM OCTO 0° 101.0' 96.0"x 25.2"x 9.3" 123.5 (2) 15 0' 112"0 JUMPER FOR OMNI SITES,USE THE ATO,BTO,&GTO COLOR CODES ONLY. O NEW NOKIA AVHA MIMO 0° 101.0' 39.25"x 20.67"x 6.89" 79.4 (1) 15.0' 1/2"0 JUMPER 4. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING I"WIDE ALPHA WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: (RED) •#1-AT ANTENNA CONNECTION (1) 60m 1-5/8"0 6x24 TRUNK •#2-AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12"SLACK&12"FROM EDGE OF ENGINEERING SEAL: EQUIPMENT CABINETS,ACROSS WAVE GUIDE BRIDGE(IF APPLICABLE),UP TO TOWER LEG(IF APPLICABLE),&DISTRIBUTE TO EACH ANTENNA DEVICE. Bt NEW COMMSCOPE FFW-65C-R2-CM OCTO 120° 101.0' 96.0"x 25.2"x 9.3" 123.5 (2) 15.0' 1/2"0 JUMPER FURNISH AND INSTALL A MINIMUM OF(3)GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS.VERIFY NUMBER OF ANTENNAS, B2 BETA NEW NOKIA AVHA MIMO 120° 101.0' 39.25"x 20.67"x 6.89" 79.4 (1) 15.0' 1/2"0 JUMPER CABLE,&CABLE DIAMETER WITH PROJECT MANAGER. ® Vtl�k v (GREEN) 6. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. aavv (i) 60m 1-5/800 6x24 JUMPER 7. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 8. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0"ON . CENTER.CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET �s C7 NEW COMMSCOPE FFWfSC-R2-CM OCTO 240° 101.0' 96.0"x 25.2"x 9.3" 123.5 (2) 15.0' 1/2"0 JUMPER THIS REQUIREMENT. O2 NEW NOKIA AVHA MIMO 240° 101.0' 39.25"x 20.67"x 6.89" 79.4 (1) 15.0' 1/2"0 JUMPER 9. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO GAMMA OVERLAP MOVES WATER AWAY FROM CONNECTION(STEP 4). �° (BLUE) �72ll® 10. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE"CANUSA"WITH ADHESIVE. 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS,MOUNTING HARDWARE,AND RF DESIGN. 12.23.2025 2. CD IS BASED ON RFDS VERSION:1 DATED:1110612025. DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL ELECTRICAL TAPE:3 LAYERS WITH 2"TAPE AND ARE THE SOLE PROPERTY OF y AND 3 LAYERS WITH 3/4"TAPE(ALL WITH T-MOBILE AND MAY NOT BE REPRODUCED, N MINIMUM 50%OVERLAP).ALL TAPE ENDS CONNECTORS TVP. ELECTRICAL TAP BUTYL TAPE ALSO KNOWN SHALL BE CUT(DO NOT STRETCH).COAT DISSEMINATED OR REDISTRIBUTED ( > ( WITH 3M SCOTCHKOTE SPRAY SEALER WITHOUT THE EXPRESS WRITTEN w (1 LAYER) AS MASTIC,TAFFY TAPE) z" z" a" 4' CONSENT OF T-MOBILE. REVISIONS: a DESCRIPTION DATE BY REV z W ISSUED FOR 90%NSD CD 11/18/2025 EL A it I - 0 ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 W STEP 1 STEP 2 STEP 3 STEP 4 ❑ w rc rc o COAXIAL CABLE WEATHERPROOFING a 0 SITE NAME: z y SMOKEY PT-VB - COLO a o! cai SITE NUMBER: m x SE01374A "a w SITE ADDRESS: a 17306 SMOKEY POINT DR r 0 ARLINGTON,WA 98223 W N SHEET DESCRIPTION: a z RF DETAILS 0 W 2 r w SHEET NUMBER: r zj RF DETAILS SCALE RF-1 N.T.S. PLANS PREPARED FOR: NOTE: 1. CD/S BASED ON RFDS VERSION:1 DATED:11/06/2025. LANDLORD SIGNATURE T Mobile 19807 NORTH CREEK PKWY N 11/13/25,11:21 AM SE01374A_Coverage Strategy_1_A&E_Ready For Review_2025-11-13 BOTHELL,WA 98011 Section 3-Proposed Template Images PLANS PREPARED BY: 58793.png Technology 4Assoclates M B+LB Octc C SEATTLE MARKET OFFICE Passive Antenna 1455 NW LEARY WAY,STE.400 SEATTLE,WA 98107 i i i i 11 i 11 JURISDICTION APPROVAL SEAL: i I 11 AVHA B41 Active Antenna 8 7 6 5 '4 3 2 1 11 ENGINEERING SEAL: IWA LB FDD MB FDD 700+600 AWS+PCS 12.23.2025 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF w7777T-MOBILE AND MAY NOT BE REPRODUCED, N DISSEMINATED OR REDISTRIBUTED -iCS HCS — — — — — — — — — — — WITHOUT THE EXPRESS WRITTEN I�G W CONSENT OF T-MOBILE. Ground REVISIONS: a DESCRIPTION DATE BY REV z W ISSUED FOR 90%NSD CD 11/18/2025 EL A O ISSUED FOR 100%NSD CD 12I23I2025 RKS 0 ❑ ABIP BB Design o SITE NAME: z y SMOKEY PT-VB - COLO a o! Notes: SITE NUMBER: m x SE01374A "a w SITE ADDRESS: a 17306 SMOKEY POINT DR o ARLINGTON,WA 98223 W N https://rfds.internal.t-mobile.com/datasheet/printouVl2663985-132a-4073-9df8-3943852c82e5/2c1dc081-9bff-4ac1-9e97-501268d6c6a3 2/7 SHEET DESCRIPTION: a z RF DIAGRAM W 2 r w SHEET NUMBER: = RF DIAGRAM SCALE idRF-2 N.T.S. Technology 1 ' Cover letter/Project Narrative Applicant: T-Mobile Applicant's Agent: Technology Associates EC Inc., Christine Contreras 1455 NW Leary Way, Suite 400 Seattle, WA 98107 425-351-3392 christine.contreras@taec.net Submitted To: City of Arlington via Citizen Permit Portal Project Name: T-Mobile SE01374A Smokey PT -VB Colo NSD Project Address: 17306 Smokey Point Dr. Arlington, WA, WA 98223 Parcel Number: 00645300000700 Re: Building Permit Application (Eligible Facilities Request with Administrative Interpretation) To Whom It May Concern, Please find the following attached documents as part of the submittal package for this project: • Project Description • Eligible Facilities Request Letter • Commercial Building Permit Application (via portal) • Plan Set • Site Plan • Structural Analysis Technology '� Protect Description: T-Mobile proposes to collocate a new unstaffed wireless communication facility on an existing eligible monopole.The proposed facility will consist of(1) new platform mount, (6) antennas and associated ancillary remote equipment on the existing monopole.T-Mobile is also proposing to install (2) new ground equipment cabinets and ancillary support equipment along with a new emergency backup generator and fuel tank on a new equipment slab.The existing compound will be expanding by 156 sq ft into an existing paved surface. No new impervious surface or disturbance of untouched ground is proposed.The site is zoned Highway Commercial. All new utility trenching is within the existing paved/disturbed areas. No undisturbed ground will be impacted. There is no increase in height or horizontal protrusion from the eligible structure and the proposed ground equipment cabinets fall under the 6409 allowances.The four-cabinet maximum is per eligible facility request and not accumulative for the facility as clarified in Section III, C, paragraph 30 of the Declaratory Ruling issued on May 19,2020 (attached in previous correspondence). Based on the information provided above, we are requesting Building Permit approval. Please feel free to reach out to me for any additional information. Thank you, Sincerely, Christine Contreras Technology Associates EC INC, on behalf of T-Mobile 4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# 26-0008 Parcel # 00645300000700 Building ID Location 17306 SMOKEY POINT DR Permit Type Commercial Permit Use Addition Zone Permit # Subdivision Applicant Name Christine Contreras Address 1455 NW Leary Way, Suite 441 Applicant Email christine.contreras@taec. Phone 4253513392 Cell net Owner Name Ironmount Inc Address 5550 HASTINGS ST STE 2 BURNABY, BC, V5B 1R3 Owner Email Phone Cell Contractor Wren Construction Address Contractor Email Phone 425-252-1282 Cell Pr---, 1-f - ation Type/Improveme Accessory/Struct nt ure Current Use Proposed Use Current Zoning 0 Proposed Zoning Project Cost 75000 Project Value 75000 Current Use And LF Proposed Collocation on existing monopole Changes Lot Width Lot Depth Map Number Total Area of Building &Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances @ Community Development Online Portal Page 1 of 6 July 23, 2026 04:14PM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height # of Units Load per Floor (Lbs) Sign Dimensions # of Bedrooms # of Bathrooms Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth Material Foundation Information Setbacks Front& Setbacks Right & Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width # of Off Street # of Off Street Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 6 July 23, 2026 04:14PM WASHINGTON Contractors License # Business Name Type Contact WRENCI*013B6 Wren Construction General Contractor Eruc Daniel ©Community Development Online Portal Page 3 of 6 July 23,2026 04:14PM WASHINGTON Inspections Inspection # Inspection Type Status Date Inspector 26-0403 Commercial - Footings/ Pass June 18, 2026 Kevin Olander Setbacks ©Community Development Online Portal Page 4 of 6 July 23,2026 04:14PM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone Ironmount Inc Owner 5550 HASTINGS ST STE 2 BURNABY, BC, V513 1R3 Christine Contreras Others 1455 NW Leary Way, 425-351-3392 Suite 441 Christine Contreras Others 1455 NW Leary Way, 425-351-3392 Suite 441 Christine Contreras Others 1455 NW Leary Way, 425-351-3392 Suite 441 Christine Contreras Applicant 1455 NW Leary Way, 425-351-3392 Suite 441 Wren Construction Contractor 16778 46th ST SE, 425-252-1282 Monroe, WA 98272 ©Community Development Online Portal Page 5 of 6 July 23, 2026 04:14PM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees January 9, 2026 $200.00 $200.00 $801.12 $-601.12 $1,282.49 $-1,883.61 $200.00 $-2,083.61 T O T A L $200.00 $2,283.61 $-2,083.61 ©Community Development Online Portal Page 6 of 6 July 23, 2026 04:14PM Technology '� 12/1/2025 Snohomish County Planning&Development Services 3000 Rockefeller Ave Everett,WA 98201 RE: Request for Minor Modification to Existing Wireless Facility-Section 6409/47 CFR§1.40001("6409") Site location: 17306 Smokey Point Dr.Arlington,WA,WA 98223 Previous Permit: N/A Project No.: T-Mobile SE01374A Smokey PT-VB Colo NSD T-Mobile is submitting a request to modify their existing wireless communication site at the location referenced above, as an Eligible Facilities Request for a minor modification under Section 6409. A copy of the Federal Communication Commission's new 6409 rule is enclosed for your information. Scope of Work T-Mobile proposes to collocate a new unstaffed wireless communication facility on an existing eligible monopole.The proposed facility will consist of(1) new platform mount, (6) antennas and associated ancillary remote equipment on the existing monopole.T-Mobile is also proposing to install (2) new ground equipment cabinets and ancillary support equipment along with a new emergency backup generator and fuel tank on a new equipment slab. The existing compound will be expanding by 156 sq ft into an existing paved surface. No new impervious surface or disturbance of untouched ground is proposed. Base Station Facility Component Federal Section 6409 Limits T-Mobile's Proposed Modification Increase height tower 10 feet or less No proposed increase in height Antennas extending horizontally 6 feet or less Antennas will not extend more than six from edge of tower from the edge of existing tower Additional equipment cabinets 4 or fewer,with no cabinets Add (2) new cabinets—allowed under larger than the existing 6409 cabinets Sincerely, Christine Contreras Technology Associates EC INC,on behalf of T-Mobile Enclosures: FCC Rule for Section 6409 Applications(47 CFR§1.40001)