Loading...
HomeMy WebLinkAboutPermit PL18-0056 - T-MOBILE - WIRELESS FACILITYT mobile 2223049102 PARENT FILE PL18-0056 THIS FILE L18-0067 WIRELESS FACILITY/TYPE 1 • • City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director September 18, 2018 NOTICE OF DECISION TO: Andi Saxton, Applicant Avis Rent A Car Systems LLC, Owner King County Assessor, Accounting Division Agencies with Jurisdiction All Parties of Record This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L18-0067; PL18-0056 Applicant: Andi Saxton, Crown Castle (obo T-Mobile) Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: The applicant is proposing modifying the existing wireless monopole located as 15820 Tukwila International Boulevard. This proposal to modify the monopole includes: the replacement of the existing TMBXX with HBXX-3319 antenna, add 1 (one) FRIJ 1 (one) FHFB and 4 (four) AWS/PCS diplexers, replace the SBNHXX with a FFHH-65C-R3 antenna, relace 3 (three) FRLBS with three (3)AHLOAS, add 1 (one) AMOB, 2 (two) ASIAS and 4 (four) ABIAS, remove 4 (four) FSMFS and 4 (four) FBBCS. There will be no change to the overall height of the facility, and all work will be performed wholly within the existing premises and utility easements. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. Location: Parcel 2223049102-located at 15820 Tukwila International Boulevard, Tukwila WA, 98188. Associated Files: PL18-0056 Comprehensive Plan Designation/Zoning District: Regional Commercial Center (RCM) Tukwila City Hall 6200 Southcenter Boulevard e Tukwila, WA 98188 a 206-433-1800 s Website: TukwilaWA.gov • • II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the application for a Wireless Telecommunication Facility does comply with applicable City and state code requirements and has approved this application. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing parry's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. Phone: 206-433-1800 • Email: Mayor@TukwitaWA.gov • Website: TukwitaWA.gov • • V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be allowed to present oral argument based on the information presented to the Community Development Director before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Jonathan Joseph, who may be contacted at 206-431-3682 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Asgessor's Office for further information regarding property tax valuation changes. Depa on nun Development City okwila Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov + Website: TukwilaWA.gov • • City of Tukwila a Allan Ekberg, Mayor Department of Community Development - Jock Poce, Director NOTIFICATION: FILE NUMBER: APPLICANT: PROPERTY OWNER: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: ATTACHMENTS: Staff Report PREPARED September 21, 2018 Notification is not required for a Type 1 land use application. L18-0067, PL18-0056 Andi Saxton, Crown Castle (obo T-Mobile) Avis Rent a Car Systems LLC Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify an existing monopole located at 15820 Tukwila International Boulevard. This proposal to modify the monopole includes: replacing existing TMBXX with HBXX-3319 antenna, add 1 (one) FRIJ 1 (one) FHFB and 4 (four) AWS/PCS diplexers, replace the SBNHXX with a FFHH-65C-R3 antenna, relace 3 (three) FRLBS with three (3)AHLOAS, add 1 (one) AMOB, 2 (two) ASIAS and 4 (four) ABIAS, remove 4 (four) FSMFS and 4 (four) FBBCS. All new and replacement equipment will be attached to existing antenna mounts and no increase to the height or footprint of the existing facility shall result from the proposed modification. Parcel 2223049102-located at 15820 Tukwila International Boulevard, Tukwila WA, 98188. Electrical permits issued through the City of Tukwila will be required for service alteration for any other electrical service work that is anticipated but not noted on the plans, per article 85.12 (B), Washington electrical code. Building permit is not required for scope of work stated on the submitted plans. Exempt Regional Commercial Center (RCM) Regional Commercial Center (RCM) Jonathan Joseph, Planning Intern Project Plans for Permit L18-0067 Tukwila City Hall a 6200 Southcenter ,Boulevard a Tukwila, WA 98188 a 206-433-1800 Website: TukwilaWA.gov Page 2 FINDINGS Vicinity/Site Information Protect Description The applicant is proposing modifying the existing wireless monopole located as 15820 Tukwila International Boulevard. This proposal to modify the monopole includes: the replacement of the existing TMBXX with HBXX- 3319 antenna, add 1 (one) FRIJ 1 (one) FHFB and 4 (four) AWS/PCS diplexers, replace the SBNHXX with a FFHH- 65C-R3 antenna, relace 3 (three) FRLBS with three (3)AHLOAS, add 1 (one) AMOB, 2 (two) ASIAS and 4 (four) ABIAS, remove 4 (four) FSMFS and 4 (four) FBBCS. There will be no change to the overall height of the facility, and all work will be performed wholly within the existing premises and utility easements. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. Existing Development This telecommunications facility is preexisting. Surrounding Land Uses Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 3 • • The property is zoned within the Regional Commercial Zone (RCM). Surrounding parcels are zoned within the Low Density Residential (LDR) and High Density Residential (HDR) zones. This parcel sits adjacent to Tukwila International Boulevard. Background In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides location and design requirements for the placement of WCF within the City of Tukwila. In 2016 the city adopted amendments to this ordinance in compliance with the Federal Spectrum Act. Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co - locations and utilizing existing structures are favored over the development of new standalone WCF within the City. TABLE A Type of PElrft?iit Required, Based on Type of Wireless Communication Facility. Zasing.{1) Type of Facility Residential! Commercial industrial Adding antennas lo ,an &xxit tcrever or uiilly pole Typo 1P1 Type 19i Typo I i Etgfblr facilities nocilicalion 'Type 1 Type 1' Type 1 t hility polo co=loc tioon Type 2 Type 2 Type Z Concealed beinftZp altactied Typo 201 Type2Pi Type 1 li n,corict *led building attached Typo 7.4i T'y 2 Type 1 New low or height adjustment fewest Tyypo 14i Ty; a 3 Type 3 (1) Zoning for any private/public property or right-of-way Residential — LDR, MDR, or HDR Commercial — O, MUO, RCC, NCC, RC, RCM, TUC, C/LI or TVS Industrial - LI, HI, MIC/L, or MIC/H (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. The applicant is proposing modifying the existing wireless monopole located as 15820 Tukwila International Boulevard. This proposal to modify the monopole includes: the replacement of the existing TMBXX with HBXX- Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwitaWA.gov Page 4 3319 antenna, add 1 (one) FRIJ 1 (one) FHFB and 4 (four) AWS/PCS diplexers, replace the SBNHXX with a FFHH- 65C-R3 antenna, relace 3 (three) FRLBS with three (3)AHLOAS, add 1 (one) AMOB, 2 (two) ASIAS and 4 (four) ABIAS, remove 4 (four) FSMFS and 4 (four) FBBCS. There will be no change to the overall height of the facility, and all work will be performed wholly within the existing premises and utility easements. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. Design Standards The City provides design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Table 1 (See TMC 18.58.070 for further details General Requirements Project does comply Project does not comply Not Applicable Notes 1. Generators or other devices which will create noise must comply with TMC 8.22 regarding noise. X 2.Business License Requirement x 3.Only safety signage must be placed on the WCF. X The applicant does not propose any signage. 4. Accommodations for parking for maintenance personal must be provided. X This modification does not affect parking. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. X No change to the existing tower is proposed. 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. X No new buildings or structures are proposed. 7. Antennas shall have the same color scheme as the structure they are located on. X Replacement antennas and other equipment will be painted to match the existing equipment. Phone: 206-433-1800 • Emait: Mayor@TukwitaWA.gov • Website: TukwilaWA.gov Page 5 8. WCF poles and towers shall only have safety lights if required by a government agency. X No lighting is proposed. 9. No advertising is permitted on WCF X No advertising is proposed. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X Existing equipment will be contained within the existing concrete pad. No expansion of the existing equipment is proposed. Table 2 (See TMC 18.58.090 for further details) Adding Antennas to Existing WCF Towers Development Standards Project Does Comply Project Does Not Comply Not Applicable Notes 1. The height must not exceed the height that was approved at the time of the original monopole construction x 2. Antenna shall be pained to match the color scheme of the tower x 3. No limit to the number of antennas the may be located at an existing tower x 4. Feed Tined and coaxial cables are located within the tower x 5. Any exposed feed lines or cables will be painted to match the tower x 6. Cabinet equipment is located within the equipment enclosure x . Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 7. Setbacks will not apply when installing antennas to an existing tower x Antennas will be placed on existing towers. CONCLUSIONS 1. The proposed modifications to the existing WCF will not significantly alter the conditions that currently exist and will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity. 2. As demonstrated in Table 1, the project meets all applicable development standards for a Type 1 WCF. 3. The proposed modifications will not alter the surrounding land uses in terms of traffic and pedestrian circulation, building or site design. 4. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. 6. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type 1 Wireless Telecommunications Facility. INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. Please note that the installation of an emergency power disconnect switch is required for Fire Department use. Contact Don Tomaso at 206-971-8723 to get more information about permit requirements for the power disconnect switch. Phone: 206-433-1800 • Email: Mayor@TukwitaWA.gov • Website: TukwilaWA.gov at* of J ufauita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Shana Markstrom, HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 24th day of September, 2018 Project Name: 825393 T-MOBILE L700 PROJECT Project Number: PL18-0056 Associated File Number (s): L18-0067 Mailing requested by: MINNIE DHALIWAL Mailer's signature: .0 M CAASIRS\DCD-AD\IIN\DOCUMEN'IS\MAILINGS \AFFIDAV IT OF DISiRIBurioN.DOC • June 06, 2018 Kevin Nelson Crown Castle 2055 S. Stearman Drive Chandler, AZ 85286 (480) 735-6920 Subject: Carrier Designation: Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Kevin Nelson, Structural Analysis Report T-Mobile Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Order Number: B+T GRP B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 btwo@btgrp.com SE03024B Lewis and Clark Monopole 825363 Lewis and Clark Monopole 486220 1584060 427338 Rev. 0 B+T Group Project Number: 125407.002.01 15820 Pacific Hwy. S., Tukwila, King County, WA Latitude 47° 27.'44.35", Longitude -122° 17' 17.44" 95.083 Foot - Monopole Tower B+T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1199329, in accordance with order 427338, revision 0. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Table 1 and Table 2 for the proposed and existing/reserved loading, respectively. This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a maximum topographic factor 1 and Risk Category II were used in this analysis. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at B+T Group appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: John Landon Respectfully submitted by: B+T Engineering, Inc. COA: 3425 Expires: 12/31/2018 John W. Kelly, P.E., S.E. tnxTower Report - version 7.0.5.1 RECEIVED AUG 06 2018 Community Development • 95.083 Ft Monopole Tower Structural Analysis Report Project Number 125407.002.01, Order 427338, Revision 0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6 — Tower Components vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations June 06, 2018 CCI BU No. 825363 Page 2 tnxTower Report - version 7.0.5.1 • • 95.083 Ft Monopole Tower Structural Analysis Report Project Number 125407.002.01, Order 427338, Revision 0 1) INTRODUCTION June 06, 2018 CCI BU No. 825363 Page 3 This tower is a 95.083 ft. monopole tower designed by FWT and mapped by TEP in June of 2012. The original design standard and wind speed are unknown. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 85 mph with no ice, 30 mph with 0.25 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 - Proposed Antenna and Cable Information Mounting Level (ft), f Center , Line Elevation (ft)' ' Number . , of t Antennas I 1 Antenna' Manufacturer - , Antenna'Model Number, of Feed i , Lines , , Feed, 1 , Line Size (in). f Note ; i 95.0 99.0 6 Commscope HBXX-3319DS-A2M -- -- -- 3 Nokia AHLOA 97.0 3 Commscope FFHH-65C-R3 96.0 8 Andrew ECC1920-VPUB 4 Andrew ETT19V2S12UB 1 Nokia FHFB 1 Nokia FRIJ 92.0 92.0 -- -- -- 1 1-1/4 -- Table 2 - Existing and Reserved Antenna and Cable Information Mounting' Level (ft). 1, ' Center' ' Line. Elevation (ft) Number of Antennas; Antenna, , Manufacturer I Antenna Model' Numb l er of,'' ,.Feed Lines' " Feed' ' Line' Size. , (in): 1 Note; 95.0 99.0 1 Csa Wireless A-18A24E-C -- -- 2 98.0 4 Andrew HBXX-3319DS-R2M 2 7/8 5 1 Andrew TMBXX-6516-R2M 97.0 4 Commscope CBC1921Y-DS-2X 2 Nokia FRLB 96.0 3 Commscope SBNH-1D65C-SR 16 Andrew ECC1920-VPUB 12 7/8 • 2 2 Andrew ETT19V2S12UB 3 Nokia FHFB 2 Nokia FRIG 2 Nokia FRIJ 95.0 1 -- Platform Mount [LP 301-1] 94.0 1 Nokia FHFB 92.0 96.0 1 Raycap TME-RNSNDC-7771-PF-48 -- -- 2 1 Nokia TME-FHFB 2 Nokia TME-FHFB 1 1-3/5 5 94.0 1 Nokia FRLB 1 Nokia TME-FRIG 1 1-1/4 2 92.0 1 Raycap TME-RNSNDC-7771-PF-48 tnxTower Report - version 7.0.5.1 95.083 Ft Monopole Tower Structural Analysis Report Project Number 125407.002.01, Order 427338, Revision 0 June 06, 2018 CCI BU No. 825363 Page 4 Mounting Level (ft)' Center Line Elevation' (ft)) Number of Antennas u Antenna °'' Manufacturer : a ' Antenna Model Numb; er of Feed's Lines:, Feed Line Size (in) . ' Note , i 1 -- Side Arm Mount [SO 102-3] 82 0 86.0 1 Radiowaves SP2-5.8 1 1/4 4 82.0 1 -- Pipe Mount [PM 601-1] 58.0 58.0 3 Rfs Celwave APXVBBLLI5X 43-C-I20 1 1-7/16 3 3 Samsung Telecom. 800MHZ EXT. FILTER 6 Samsung Telecom. 800MHZ RRU 3 Samsung Telecom. M-MIMO AAU 1 Samsung Telecom. 2.5G 8T8R Radar Filter 3 1-1/4 1 3 Samsung Telecom. RRH-P4 1 -- T-Arm Mount [TA 602-3] Notes: 1) Existing Equipment 2) Existing, Reserved and Future Equipment 3) Reserved Equipment 4) Abandoned Equipment; Not Considered in This Analysis 5) Equipment To Be Removed; Not Considered in This Analysis Table 3 - Design Antenna and Cable Information i Mounting' Level (ft) ; Center Line Elevation (ft)` ?Number of. i Antennas Antenna Manufacturer Antenna'Model Number of Feed; 1 Lines Feed Line Size (in) Information Not Available 3) ANALYSIS PROCEDURE Table 4 - Documents Provided Document Remarks Reference' 1 ' Sources, Online Order Information T-Mobile Co -Locate, Rev# 0 r 427338 CCI Sites Tower Mapping TEP, Project Order# 123949 3568110 CCI Sites Foundation Mapping TEP, Project Order# 123949 3568106 CCI Sites Geotech Report ADaPT Engineering, Inc. Job No. WA98-1012 3451350 CCI Sites Antenna Configuration Crown CAD Package Date: 06/04/2018 CCI Sites 3.1) Analysis Method tnxTower (version 7.0.5.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. tnxTower Report - version 7.0.5.1 • • 95.083 Ft Monopole Tower Structural Analysis Report Project Number 125407.002.01, Order 427338, Revision 0 3.2) Assumptions June 06, 2018 CCI BU No. 825363 Page 5 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Mount areas and weights are assumed based on photographs provided. 5) The existing base plate grout was not considered in this analysis. This analysis may be affected if any assumptions are not valid or have been made in error. B+T Group should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Section` No. 1 Elevation (ft)` ' Component Type' Size Critical Element P (K) 1 SF*P_allow (KYCapacity %, . Pass / Fail L1 460003 Pole TP24.26x13.06x0.188 1 -8.828 900.718 103.6 Pass2 L2 46.003 - 0 Pole TP37.32x23.194x0.25 2 -15.184 1718.970 88.7 Pass Summary Pole (L1) 103.6 Pass2 Rating = 103.6 Pass2 Table 6 - Tower Component Stresses vs. Capacity — LC7 Notes • Component' Elevation (ft) ' % Capacity. 1 , Pass / Fail 1 Anchor Rods Base 61.5 Pass 1 Base Plate Base 36.4 Pass 1 Base Foundation (Structure) Base 56.2 Pass 1 I Base Foundation (Soil Interaction) Base 36.1 Pass Structure Rating (max from all components) = 103.6% Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. 2) Capacities up to 105% are considered acceptable based on analysis methods used. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report - version 7.0.5.1 • • APPENDIX A TNXTOWER OUTPUT N• 49.033 49.080 I 0.188 o o ei o 24.260 I N a ^ si 0.250 Tr P Pi 37.320 Section ILength (ft) INumber of Sides Thickness (In) Socket Length (ft) 0 a 0 ,11 Weight (K) 5.9 95 1 ft 46.0 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lightning Rod 3/4" x 8' (E) 99.5 TME-RNSNDC-7771-PF-48 (E) 92 (6) ECC1920-VPUB (E) 95 TME-FHFB (E) 92 (2) ECC1920-VPUB (E) 95 TME-FRIG (E) 92 (8) ECC1920-VPUB (E) 95 (2) 4' x 2' Pipe Mount (E) 92 (2) FHFB (E) 95 4' x 2" Pipe Mount (E) 92 FHFB (E) 95 Side Arm Mount [SO 102-3) (E) 92 FHFB (E) 95 Pipe Mount [PM 601-11 (E) 82 FRIG (E) 95 SP2-5.8 (AB) 82 FRIG (E) 95 M-MIMO AAU w/ Mount Pipe (R) 58 FRIJ (E) 95 M-MIMO AAU w/ Mount Pipe (R) 58 FRIJ (E) 95 APXVBBLL15X_43-C-I20 w/ Mount Pipe (R) 58 (2) ETT19V2S12UB (E) 95 A•18A24E-C (E) 95 APXVBBLLISX 43•C-120 w/ Mount Pipe (R) 58 (2) HBXX-3319DS-A2M (P) 95 (2) HBXX•3319DS•A2M (P) 95 APXVBBLLI SX 43•C-120 w/ Mount Pipe (R) 58 (2) HBXX-3319DS-A2M (P) 95 800MHZ EXT. FILTER (R) 58 FFHH-65C-R3 (P) 95 800MHZ EXT. FILTER (R) 58 FFHH-65C-R3 (P) 95 800MHZ EXT. FILTER (R) 58 FFHH-65C-R3 (P) 95 (2) BOOMHZ RRU (R) 58 (2) ETT19V2S12U8 (P) 95 (2) 800MHZ RRU (R) 58 (2) Err 19V2S12UB (P) 95 (2) 800MHZ RRU (R) 58 (2) ECC1920-VPUB (P) 95 RRH-P4 (E) 58 (6) ECC1920-VPUB (P) 95 RRH-P4 (E) 58 AHLOA (P) 95 RRH-P4 (E) 58 AHLOA (P) 95 2.5G 8T8R RADAR FILTER (E) 58 AHLOA (P) 95 (2) 5' x 2" Pipe Mount (E) 58 FRIJ (P) 95 (2) 5' x 2" Pipe Mount (E) 58 FHFB (P) 95 (2) 5' x 2" Pipe Mount (E) 58 Platform Mount [LP 301.1) (E-4 Mount Pipes Per Sector) 95 T-Arm Mount [TA 602-3) (E) 58 TME-RNSNDC-7771-PF-48 (E) 92 M MIMO AAU w/ Mount Pipe (R) 58 MATERIAL STRENGTH GRADE Fy Fu GRADE I Fy Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class II. 6. Topographic Category 1 with Crest Height of 0.000 ft 7. TOWER RATING: 103.6% ALL REACTIONS ARE FACTORED AXIAL 15 K SHEARMOMENT 16K 1141 kip-ft TORQUE 1 kip-ft' REACTIONS - 85 mph WIND r B+T Group cr. 1717 S. Boulder, Suite 300 13+T GRP Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 lob 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 Project: Client. Crown Castle Drawn by. Rakshak App'd' Code: TIA-222-G Date: 06/06/18 Scale: NTS Path: .__._. , _.-9 _.,.--._`-*� , -._-^ .M,^ _n Dwg No. E_1 Vx Vz • • TIA-222-G - 85 mph Exposure C Maximum Values Mx Mz Elevation (ft Global Mast Shear (K) 5 10 15 20 95.08 46.00 o.00. 10 15 20 Global Mast Moment (kip-ft) 500 1000 1500 95.083 r r r T 46.003 o.000 1000 B+T Group �� 1717 S. Boulder, Suite 300 B.T GRIT, Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job:125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 P`°e° Client: Crown Castle Drawn by. Rakshak App'd: Code: TIA-222-G Date: 06/06/18 scale: NTS Path: `^_TF� ^ _._,_ .._._-__ ' _—,_ Dwg No. E-4 • TIA-222-G - Service - 60 mph • Maximum Values Deflection (in) 10 15 20 Tilt (deg) 25 0 0.5 1 1.5 95.088 46.00 rrrT I I1-------- rrrr I I Tt�-- 0.00. 5 15 2.5 II I I I I IIII III III 1I I I I I IIII IIII III I1 I 1 I I II11 III I II 1111 I111 II11 III II I I I I 1111 IIII I I II I I I I 1111 III III 11 I 1 I 1 1111 IIII II II IIII III IIII III II IIII II11 III III 1I I I I I II11 III III 11 III II11 III III 11 I111 111I II11 III II IIII III1 11 I III 11 III II11 1111 III 11 1111 1111 1 11 III 11 1111 1111 1111 III I1 1111 II1I II III II IIII IIII IIII III II III IIII I I I I IIII 11 IIII IIII I I I I II1I 11 III III 1111 II1I I1 III IIII IIII I11I 11 1111 11 1 IIII IIII 11 1111 11 1 1111 111I 11 1111 1111 1111 111I 11 I111 1 11 1111 IIII II IIII III 1111 IIII I 1111 III 1111 IIII I1 1111 III IIII IIII 11 III IIII III IIII ..I.I. .I .I _I _I _I_I_I_I_ 1..I.1_ II IIII IIII I I I 1 111I III II1 1111 I 1 I I IIII I I 1 1 III I II11 I I I I IIII I I I I II11 1111 I I I I IIII I111 II 1 IIII I I I I IIII I I I I I I I I IIII I I I I IIII I I I I 1 11 IIII I I I I IIII II I I I II IIII 1111 IIII I I I I I I I I I I I I I I I I IIII I I I I III I 1 1 1 I I I I IIII I I I I III I I I I 1111 I 1 1 I I I I I II11 I I I I 1 1 1 I 1 1 I 1 I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I III I I I I 1111 I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 II I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I I I I I II11 I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I 1III 1 1 I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I 1111 I I I I III I 1 1 I I I I I I I 1 I I I I I III I I I I II11 II11 I I I I I I I I I I I I I 1 I I I I I I I I I I 1 1 1 I I I I I I I 1 I 1 1 1 1 I I I I 05 15 25 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I 1 I I Twist (deg) 0.05 0.05 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I 1 I 1 1 1 I I 1 I 1 1 I I I 1 I I 1 I I 1 I I 1 I 1 1 I 1 I L__I__.l 1 I 1 I 1 1 1 1 I I 1 1 1 t 1 1 1 I 1 I I I 1 I 1 I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 1 1 I 1 1 I 1 1 I I I 1 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 0.1 95.083 46 .003 0.000 01 B+T Group cf..r 1717 S. Boulder, Suite 300 B.T GRP Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 JOb 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 Project: Client Crown Castle Drawn by: Rakshak Appd. Code: TIA-222-G Date: 06/06/18 Scale: NTS Path: Dwg No. E_5 Feed Line Distribution Chart • 0' - 95'1" • Round Flat App In Face App Out Face Truss Leg Face A 95.000 Face B 95.000 Face C 95.083 Safety Line 3/8 (E) 9 92.000 92.000 (12) LDFS-50A(7/8) (E) 8 82.000 82.000 • ASU9324TYP01(1-1/4) (E) ASU9324TYP01(1-1/4) (P) 5 58.000 58.000 46.003 (3) TYPE 1(1-1/4) (E) TYPE 2(1.7/16) (R) 46.00: 0.000 0.000 B+T Group �j- 1717 S. Boulder, Suite 300 BST GF"t0 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job' 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 Project: e'en" Crown Castle Drawn by. Rakshak Aped: Code: TIA-222-G Date: 06/06/18 scale: NTS Path: T'Y,.T -,. ^1 -n ^—--....�., F n ! -.^- Dwg No. E-7 *���p��� a B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job � 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 1 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle • Designed by Rakshak Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in King County, Washington. Basic wind speed of 85 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.000 ft. Deflections calculated using a wind speed of 60 mph. A non -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification '1 Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate 41 Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension -4 Bypass Mast Stability Checks 4 Use Azimuth Dish Coefficients i Project Wind Area of Appurt. Autocalc Torque Arm Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation 4 Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-G Bracing Resist. Exemption Use TIA-222-G Tension Splice Exemption L Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Section Elevation • ft Section Length ft Ll 95.083-46.003 49.080 L2 46.003-0.000 49.033 Splice • Number Top Bottom Length of Diameter Diameter ft Sides in in 3.030 12 13.060 24.260 12 23.194 37.320 Wall Thickness in Bend Radius in Pole Grade 0.188 0.750 A572-65 (65 ksi) 0.250 1.000 A572-65 (65 ksi) Tapered Pole Properties tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 2 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Tip Dia. Area 1 r C 1/C J /t/Q w in in2 in° in in in3 in° in2 in w/t LI 13.521 7.772 164.373 4.608 6.765 24.297 333.065 3.825 2.998 15.987 25.116 14.534 1074.996 8.618 12.567 85.543 2178.232 7.153 5.999 31.996 L2 24.915 18.470 1240.978 8.214 12.014 103.292 2514.558 9.090 5.546 22.183 38.637 29.841 5234.191 13.271 19.332 270.756 10605.891 14.687 9.332 37.327 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mull. Double Angle Double Angle Double Angle Elevation Area Thickness Ai Factor Stitch Boll Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft fr2 in in in in LI 95.083-46.003 L2 46.003-0.000 1 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Type ft Total Number Start/End Width or Perimeter Weight Number Per Row Position Diameter in in {cif •as LDFI-50A(1/4) B Surface Ar 82.000 - 0.000 1 1 0.140 0.345 0.000 (AB) (CaAa) TYPE I(1-1/4) B Surface Ar 58.000 - 0.000 3 2 0.300 1.299 0.001 (E) (CaAa) 0.360 TYPE 2(1-7/16) B Surface Ar 58.000 - 0.000 1 1 0.250 1.440 0.001 (R) (CaAa) 0.270 *ss Safety Line 3/8 A Surface Ar 95.083 - 0.000 1 1 0.100 0.375 (E) (CaAa) 0.150 0.110 0.000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component or Shield Type Leg Placement ft Total Number LDFS-50A(7/8) C No Inside Pole 95.000 - 0.000 12 No Ice (E) CAAA fie/ft 0.000 Weight klf 0.000 ASU9324TYP01(1-1/4) C No Inside Pole 92.000 - 0.000 1 No Ice 0.000 0.001 (E) ASU9324TYPOI(1-1/4) C No Inside Pole 92.000 - 0.000 I No Ice 0.000 0.001 (P) s*s Feed Line/Linear Appurtenances Section Areas tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK74119 Phone: (918) 587-4630 FAX: (918) 295-0265 IMF Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 3 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft f? f2 I? jt' K LI 95.083-46.003 A 0.000 0.000 1.841 0.000 0.011 B 0.000 0.000 6.086 0.000 0.032 C 0.000 0.000 0.000 0.000 0.291 L2 46.003-0.000 A 0.000 0.000 1.725 0.000 0.010 B 0.000 0.000 20.163 0.000 0.117 C 0.000 0.000 0.000 0.000 0.279 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in LI 95.083-46.003 0.175 -0.021 0.175 -0.021 L2 46.003-0.000 0.542 0.022 0.542 0.022 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. K No Ice K Ice LI 8 LDFI-50A(1/4) 46.00 - 82.00 1.0000 1.0000 LI 10 TYPE I(1-1/4) 46.00 - 58.00 1.0000 1.0000 L1 11 TYPE 2(1-7/16) 46.00 - 58.00 1.0000 1.0000 L 1 14 Safety Line 3/8 46.00 - 95.08 1.0000 1.0000 Discrete Tower Loads Description Face Offset Offsets: Azimuth or Type Horz Adjustment Leg Lateral Placement Vert ft o ft ft ft CAAA Front CAAA Side Weight Lightning Rod 3/4" x 8' C None 0.000 99.500 No Ice 0.600 0.600 0.030 (E) srs (6) ECC1920-VPUB A From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (E) 0.000 1.000 (2) ECC1920-VPUB B From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (E) 0.000 1.000 (8) ECC I920-VPUB C From Leg 4.000 . 0.000 95.000 No Ice 0.462 0.179 0.008 (E) 0.000 1.000 (2) FHFB A From Leg 4.000 0.000 95.000 No Ice 3.631 2.386 0.053 dnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX:(918) 295-0265 Jo. 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 4 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Description Face Offset Offsets: Azimuth Placement or Type florz Adjustment Leg Lateral Vert ft 0 ft ft ft CAAA CAAA Weight Front Side ft2 f32 K (E) 0.000 1.000 FHFB B From Leg 4.000 0.000 95.000 No Ice 3.631 2.386 0.053 (E) 0.000 1.000 FHFB B From Leg 4.000 0.000 95.000 No Ice 3.631 2.386 0.053 (E) 0.000 -1.000 FRIG A From Leg 4.000 0.000 95.000 No Ice 2.398 0.962 0.048 (E) c0.000 1.000 FRIG C From Leg 4.000 0.000 95.000 No Ice 2.398 0.962 0.048 (E) 0.000 1.000 FRIJ B From Leg 4.000 0.000 95.000 No Ice 2.415 1.520 0.069 (E) 0.000 . 1.000 FRIJ C From Leg 4.000 0.000 95.000 No Ice 2.415 1.520 0.069 (E) 0.000 1.000 (2) ETT19V2S 12UB C From Leg 4.000 0.000 95.000 No Ice 0.572 0.276 0.014 (E) 0.000 1.000 A-18A24E-C B From Leg 4.000 0.000 95.000 No Ice 5.633 0.536 0.018 (E) 0.000 4.000 (2) HBXX-3319DS-A2M A From Leg 4.000 0.000 95.000 No Ice 10.571 3.015 0.038 (P) 0.000 4.000 (2) HBXX-3319DS-A2M B From Leg 4.000 0.000 95.000 No Ice 10.571 3.015 0.038 (P) 0.000 4.000 (2) HBXX-3319DS-A2M C From Leg 4.000 0.000 95.000 No Ice 10.571 3.015 0.038 (P) , 0.000 4.000 FFHH-65C-R3 A From Leg 4.000 0.000 95.000 No Ice 21.138 9.367 0.126 (P) 0.000 2.000 FFH14-65C-R3 B From Leg 4.000 0.000 95.000 No Ice 21.138 9.367 0.126 (P) 0.000 2.000 FFI-II-1-65C-R3 C From Leg 4.000 0.000 95.000 No Ice 21.138 9.367 0.126 (P) 0.000 2.000 (2) ETT19V2S12UB A From Leg 4.000 0.000 95.000 No Ice 0.572 0.276 0.014 (P) 0.000 1.000 (2) ETF19V2S 12UB B From Leg 4.000 0.000 95.000 No Ice 0.572 0.276 0.014 (P) 0.000 1.000 (2) ECC1920-VPUB A From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (P) 0.000 1.000 (6) ECC 1920-VPUB B From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (P) 0.000 1.000 AHLOA A From Leg 4.000 0.000 95.000 No Ice 2.229 1.391 0.084 tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 NIII J b 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 5 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft fi ft ft CAAA CAAA Weight Front Side ft2 ft2 K (P) 0.000 4.000 AHLOA B From Leg 4.000 0.000 95.000 No Ice 2.229 1.391 0.084 (P) 0.000 4.000 AHLOA C From Leg 4.000 0.000 95.000 No Ice 2.229 1.391 0.084 (P) 0.000 4.000 FRIJ A From Leg 4.000 0.000 95.000 No Ice 2.415 1.520 0.069 (P) 0.000 1.000 FHFB C From Leg 4.000 0.000 95.000 No Ice 3.631 2.386 0.053 (P) 0.000 1.000 Platform Mount [LP 301-1] C None 0.000 95.000 No Ice 30.100 30.100 1.589 (E-4 Mount Pipes Per Sector) sss TME-RNSNDC-7771-PF-48 A From Leg 0.500 0.000 92.000 No Ice 3.203 1.027 0.015 (E) 0.000 0.000 TME-RNSNDC-7771-PF-48 A From Leg 0.500 0.000 92.000 No Ice 3.203 1.027 0.015 (E) 0.000 4.000 TME-FI-IFB C From Leg 0.500 0.000 92.000 No Ice 3.631 2.386 0.050 (E) 0.000 4.000 TME-FRIG C From Leg 0.500 0.000 92.000 No Ice 2.403 0.968 0.057 (E) 0.000 2.000 (2) 4' x 2" Pipe Mount A From Leg 0.500 0.000 92.000 No Ice 0.785 0.785 0.029 (E) 0.000 0.000 4' x 2" Pipe Mount C From Leg 0.500 0.000 92.000 No Ice 0.785 0.785 0.029 (E) 0.000 0.000 Side Arm Mount [SO 102-3] C None 0.000 92.000 No Ice 3.000 3.000 0.081 (E) sss Pipe Mount [PM 601-1] B From Leg 0.500 0.000 82.000 No Ice 3.000 0.900 0.065 (E) 0.000 0.000 sss M-MIMO AAU w/ Mount A From Leg 4.000 0.000 58.000 No Ice 7.013 3.244 0.160 Pipe 0.000 (R) 0.000 M-M1MO AAU w/ Mount B From Leg 4.000 0.000 58.000 No Ice 7.013 3.244 0.160 Pipe 0.000 (R) 0.000 M-MIMO AAU w/ Mount C From Leg 4.000 0.000 58.000 No Ice 7.013 3.244 0.160 . Pipe 0.000 (R) 0.000 APXVBBLLI5X_43-C-120 A From Leg 4.000 0.000 58.000 No Ice 11.496 7.181 0.099 w/ Mount Pipe 0.000 (R) 0.000 APXVBBLL15X 43-C-I20 B From Leg 4.000 0.000 58.000 No Ice 11.496 7.181 0.099 w/ Mount Pipe 0.000 (R) 0.000 tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job � 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 6 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle • Designed by Rakshak Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert fi fi fi fi CAAA CAAA Weight Front Side ft' ft2 K APXVBBLLI5X_43-C-I20 C From Leg 4.000 0.000 58.000 No Ice 11.496 7.181 0.099 w/ Mount Pipe 0.000 (R) 0.000 800MHZ EXT. FILTER A From Leg 4.000 0.000 58.000 No Ice 1.016 0.293 0.007 (R) 0.000 0.000 800M1-IZ EXT. FILTER B From Leg 4.000 0.000 58.000 No Ice 1.016 0.293 0.007 (R) 0.000 0.000 800MHZ EXT. FILTER C From Leg 4.000 0.000 58.000 No Ice 1.016 0.293 0.007 (R) 0.000 0.000 (2) 800M1-IZ RRU A From Leg 4.000 0.000 58.000 No Ice 1.650 2.310 0.060 (R) 0.000 0.000 (2) 800MHZ RRU B From Leg 4.000 0.000 58.000 No Ice 1.650 2.310 0.060 (R) • 0.000 0.000 (2) 800MHZ RRU C From Leg 4.000 0.000 58.000 No Ice 1.650 2.310 0.060 (R) 0.000 0.000 RRH-P4 A From Leg 4.000 0.000 58.000 No Ice 2.735 • 1.789 0.060 (E) 0.000 0.000 RRI-1-P4 B From Leg 4.000 0.000 58.000 No Ice 2.735 1.789 0.060 (E) 0.000 0.000 RRH-P4 C From Leg 4.000 0.000 58.000 No Ice 2.735 1.789 0.060 (E) 0.000 0.000 2.5G 8T8R RADAR FILTER A From Leg 4.000 0.000 58.000 No Ice 0.807 0.320 0.022 (E) 0.000 0.000 (2) 5' x 2" Pipe Mount A From Leg 4.000 0.000 58.000 No Ice 1.000 1.000 0.029 (E) 0.000 0.000 (2) 5' x 2" Pipe Mount B From Leg 4.000 0.000 58.000 No Ice 1.000 1.000 0.029 (E) • 0.000 0.000 (2) 5' x 2" Pipe Mount C From Leg 4.000 0.000 58.000 No Ice 1.000 1.000 0.029 0.000 0.000 T-Arm Mount [TA 602-3] C None 0.000 58.000 No Ice 11.590 11.590 0.774 (E) (E) ss• ' Dishes tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 7 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside or Type Type Pforz Adjustment Beam Leg Lateral Width Vert ft G fi fi fiz K Diameter Aperture Weight Area SP2-5.8 B Paraboloid w/o From 1.000 70.000 82.000 2.000 No Ice 3.140 0.022 (AB) Radome Face 0.000 4.000 Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 Dead+Wind 0 deg - Service 27 Dead+Wind 30 deg - Service 28 Dead+Wind 60 deg - Service 29 Dead+Wind 90 deg - Service 30 Dead+Wind 120 deg - Service 31 Dead+Wind 150 deg - Service 32 Dead+Wind 180 deg - Service 33 Dead+Wind 210 deg - Service 34 Dead+Wind 240 deg - Service 35 Dead+Wind 270 deg - Service 36 Dead+Wind 300 deg - Service 37 Dead+Wind 330 deg - Service Maximum Member Forces Section No. Elevation ft Component Type Condition Gov. Load Comb. K Axial Major Axis Moment kip-ft Minor Axis Moment kipft LI 95.083 - Pole Max Tension 1 0.000 0.000 0.000 tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Jobob 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 8 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation Component No. r Type 46.003 Condition Gov. Axial Major Axis Minor Axis Load Moment Moment Comb. • K kip ft kipit Max. Compression 6 -8.864 -372.627 212.848 Max. Mx 20 -8.845 434.246 8.401 Max. My 2 -8.837 8.865 436.098 Max. Vy 20 -12.602 434.246 8.401 Max. Vx 2-12.641 8.865 436.098 Max. Torque 20 -0.693 L2 46.003 - 0 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 6-15.185 -967.319 553.158 Max. Mx 20-15.185 1125.634 18.062 Max. My 2-15.184 19.523 1141.006 Max. Vy 20 -15.678 1125.634 18.062 Max. Vx 2 -16.228 19.523 1141.006 Max. Torque 20 -0.691 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X Horizontal, Z K K Pole Max. Vert 2 15.206 0.215 Max. Hx 21 11.404 15.658 Max. Hi 2 15.206 0.215 Max. Mx 2 1141.006 0.215 Max. Mz 8 1120.924 -15.598 Max. Torsion 10 0.553 -13.566 Min. Vert 25 11.404 7.962 Mini. I -Ix 8 15.206 -15.598 Min. H, 14 15.206 -0.077 Min. Mx 14-1135.191 -0.077 Min. Mz 20 -1125.634 15.658 Min. Torsion 20 -0.689 15.658 16.207 0.191 16.207 16.207 -0.073 -7.898 13.622 -0.073 -16.151 -16.151 0.191 0.191 Tower Mast Reaction Summary Load Combination Dead Only 1.2 Dead+1.6 Wind 0 deg - No Ice Vertical K 12.671 15.206 Shear: K 0.000 -0.215 Shear, K 0.000 -16.207 Overturning ' Moment, M kiPf -0.294 -1141.006 Overturning Moment, M. kip ft -0.242 19.523 Torque kip ft • 0.000 0.421 0.9 Dead+1.6 Wind 0 deg - No 11.404 -0.215 -16.207 -1128.660 19.366 0.418 Ice 1.2 Dead+1.6 Wind 30 deg - No 15.206 7.655-13.531 -972.585 -547.213 0.142 Ice 0.9 Dead+1.6 Wind 30 deg - No 11.404 7.655 -13.531 -961.975 -541.236 0.143 Ice 1.2 Dead+1.6 Wind 60 deg - No 15.206 13.472 -7.720 -553.158 -967.319 -0.237 Ice 0.9 Dead+1.6 Wind 60 deg - No 11.404 13.472 -7.720 -547.092 -956.789 -0.234 Ice 1.2 Dead+1.6 Wind 90 deg - No 1.5.206 15.598 0.073 6.752 -1120.924 -0.386 Ice tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 9 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Load Combination Vertical K Shear, Shear Overturning Overturning Moment, M, Moment, M K K kipft kipft Torque kipft 0.9 Dead+1.6 Wind 90 deg - No 11.404 15.598 0.073 6.762 -1108.734 -0.381 Ice 1.2 Dead+1.6 Wind 120 deg - 15.206 13.566 7.898 569.269 -976.160 -0.553 No Ice 0.9 Dead+1.6 Wind 120 deg - 11.404 13.566 7.898 563.197 -965.528 -0.547 No Ice 1.2 Dead+1.6 Wind 150 deg - 15.206 7.873 13.601 978.597 -567.689 -0.548 No Ice 0.9 Dead+1.6 Wind 150 deg - 11.404 7.873 13.601 968.104 -561.470 -0.542 No Ice 1.2 Dead+1.6 Wind 180 deg - 15.206 0.077 16.151 1135.191 -7.735 -0.332 No Ice 0.9 Dead+1.6 Wind 180 deg - 11.404 0.077 16.151 1123.098 -7.567 -0.328 No Ice - 1.2 Dead+1.6 Wind 210 deg - 15.206 -7.688 13.504 969.409 549.586 -0.066 No Ice 0.9 Dead+1.6 Wind 210 dcg - 11.404 -7.688 13.504 959.025 543.729 -0.067 No Ice 1.2 Dead+1.6 Wind 240 deg - 15.206 -13.558 7.655 546.541 974.405 0.487 No Ice 0.9 Dead+1.6 Wind 240 deg - 11.404 -13.558 7.655 540.738 963.945 0.483 ' No Ice 1.2 Dead+1.6 Wind 270 deg - 15.206 -15.658 -0.191 -18.062 1125.634 0.689 No Ice 0.9 Dead+1.6 Wind 270 deg - 11.404 -15.658 -0.191 -17.757 1113.535 0.682 No Ice 1.2 Dead+1.6 Wind 300 deg - 15.206 -13.605 -7.961 -575.624 979.078 0.673 No Ice 0.9Dead+1.6Wind 300deg -, 11.404 -13.605 -7.961 -569.294 968.561 0.667 No Ice 1.2 Dead+1.6 Wind 330 deg - 15.206 -7.962 -13.622 -981.157 575.001 0.552 No Ice 0.9 Dead+1.6 Wind 330 deg - 11.404 -7.962 -13.622 -970.449 568.845 0.547 No Ice Dead+Wind 0 deg - Service 12.671 -0.060 Dead+Wind 30 deg - Service 12.671 2.133 Dead+Wind 60 deg - Service 12.671 3.754 Dead+Wind 90 deg - Service 12.671 4.346 Dead+Wind 120 deg - Service 12.671 3.780 Dead+Wind 150 deg - Service 12.671 2.194 Dead+Wind 180 deg - Service 12.671 0.021 Dead+Wind 210 deg - Service 12.671 -2.142 Dead+Wind 240 deg - Service 12.671 -3.778 Dead+Wind 270 deg - Service 12.671 -4.363 Dead+Wind 300 deg - Service 12.671 -3.791 Dead+Wind 330 deg - Service 12.671 -2.218 -4.516 -3.770 -2.151 0.020 2.201 3.790 4.500 3.763 2.133 -0.053 -2.218 -3.796 -316.655 -269.915 -153.603 1.664 157.668 271.191 314.622 268.621 151.358 -5.215 -159.849 -272.322 5.244 -151.916 -268.412 -311.020 -270.886 -157.605 -2.311 152.240 270.049 312.000 271.369 159.302 0.124 0.038 -0.073 -0.115 -0.155 -0.148 -0.088 -0.021 0.133 0.191 0.193 0.163 Solution Summary Load Comb. Sum of Applied Forces PX PY K K 1 0.000-12.671 2 -0.215 -15.206 3 -0.215 -11.404 4 7.655 -15.206 5 7.655 -11.404 6 13.472 -15.206 PZ K 0.000 -16.207 -16.207 -13.531 -13.531 -7.720 PX K 0.000 0.215 0.215 -7.655 -7.655 -13.472 Sum of Reactions PY K 12.671 15.206 11.404 15.206 11.404 15.206 PZ K 0.000 16.207 16.207 13.531 13.531 7.720 % Error 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% tii.xTower B+T Croup 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 10 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Sum of Applied Forces Sum of Reactions Load PX PY PZ • PX PY PZ Comb. K K K K K K 7 13.472 -11.404 -7.720 -13.472 11.404 7.720 8 15.598 -15.206 0.073 -15.598 15.206 -0.073 9 15.598 -11.404 0.073 -15.598 11.404 -0.073 10 13.566 -15.206 7.898 -13.566 15.206 -7.898 11 13.566 -11.404 7.898 -13.566 11.404 -7.898 12 7.873 -15.206 13.601 -7.873 15.206 -13.601 13 7.873 -11.404 13.601 -7.873 11.404 -13.601 14 0.077 -15.206 16.151 -0.077 15.206 -16.151 15 0.077 -11.404 16.151 -0.077 11.404 -16.151 16 -7.688 -15.206 13.504 7.688 15.206 -13.504 17 -7.688 -11.404 13.504 7.688 11.404 -13.504 18-13.558 -15.206 7.655 13.558 15.206 -7.655 19-13.558 -11.404 7.655 13.558 11.404 -7.655 20-15.658 -15.206 -0.191 15.658 15.206 0.191 21-15.658 -11.404 -0.191 15.658 11.404 0.191 22-13.605 -15.206 -7.961 13.605 15.206 7.961 23-13.605 -11.404 -7.961 13.605 11.404 7.961 24 -7.962 -15.206 -13.622 7.962 15.206 13.622 25 -7.962 -11.404 -13.622 7.962 11.404 13.622 26 -0.060 -12.671 -4.516 0.060 12.671 4.516 27 2.133 -12.671 -3.770 -2.133 12.671 3.770 28 3.754 -12.671 -2.151 -3.754 12.671 2.151 29 4.346 -12.671 0.020 -4.346 12.671 -0.020 30 3.780 -12.671 2.201 -3.780 12.671 -2.201 31 2.194 -12.671 3.790 -2.194 12.671 -3.790 32 0.021 -12.671 4.500 -0.021 12.671 -4.500 33 -2.142 -12.671 3.763 2.142 12.671 -3.763 34 -3.778 -12.671 2.133 3.778 12.671 -2.133 35 -4.363 -12.671 -0.053 4.363 12.671 0.053 36 -3.791 -12.671 -2.218 3.791 12.671 2.218 37 -2.218 -12.671 -3.796 2.218 12.671 3.796 % Error 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% Non -Linear Convergence Results Load Combination 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Converged? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Number of Cycles 4 4 4 5 5 5 5 4 4 5 5 5 5 4 4 5 5 5 5 5 Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 Force Tolerance 0.00000001 0.00081735 0.00024177 0.00062888 0.00023760 0.00063327 0.00023922 0.00079131 0.00021474 0.00062516 0.00023154 0.00065888 0.00024698 0.00097144 0.00038972 0.00062055 0.00023399 0.00060810 0.00022827 0.00006530 tnxTower • B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Nor �My 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 11 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 4 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.0000000I 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00075537 0.00066880 0.00024996 0.00063151 0.00023262 0.00007927 0.00044729 0.00045524 0.00008205 0.00043530 0.00049404 0.00008467 0.00042902 0.00040987 0.00011825 0.00051491 0.00044714 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt Twist LI 95.083 - 46.003 22.646 37 2.429 L2 49.033 - 0 5.098 37 1.047 0.008 0.001 Critical Deflections and Radius of Curvature - Service Wind Elevation fi Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature ft 99.500 Lightning Rod 3/4" x 8' 37 22.646 2.429 0.008 12668 95.000 (6) ECC1920-VPUB 37 22.608 2.427 0.008 12668 92.000 T1vIE-RNSNDC-7771-PF-48 37 21.265 2.330 0.007 12668 86.000 SP2-5.8 37 18.599 2.138 0.006 6973 82.000 Pipe Mount [PM 601-1] 37 16.853 2.011 0.006 4841 58.000 M-MIMO AAU w/ Mount Pipe 37 7.640 1.289 0.002 1706 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt Twist 0 LI 95.083 - 46.003 81.386 L2 49.033 - 0 24 8.750 18.378 24 3.777 0.028 0.005 Critical Deflections and Radius of Curvature - Design Wind tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Jw i 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 12 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Elevation fi Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature 0 0 ft 99.500 Lightning Rod 3/4" x 8' 24 81.386 8.750 0.028 3620 95.000 (6) ECC1920-VPUB 24 81.253 8.741 0.028 3620 92.000 TME-RNSNDC-7771-PF-48 24 76.430 8.394 0.026 3620 86.000 SP2-5.8 24 66.858 7.704 0.023 1992 82.000 Pipe Mount [PM 601-1] 24 60.592 7.247 0.020 1381 58.000 M-MIMO AAU w/ Mount Pipe 24 27.511 4.648 0.008 482 Compression Checks Pole Design Data Section Elevation No. fi Size KUr A in2 P„ K Ratio P„ 4)P„ L1 95.083 - TP24.26x13.06x0.188 49.080 0.000 0.0 8.106 -3.087 597.471 0.005 92.6593 92.6593 - 90.2356 90.2356 - 87.8119 87.8119 - 85.3883 85.3883 - 82.9646 82.9646 - 80.5409 80.5409 - 78.1172 78.1172 - 75.6935 75.6935 - 73.2698 73.2698 - 70.8462 70.8462 - 68.4225 68.4225 - 65.9988 65.9988 - 63.5751 63.5751 - 4.8.2 (1.04 CR) - 1/19 4.8.2 (1.04 CR) - 1/18 4.8.2 (1.04 CR) - 1/17 4.8.2 (1.04 CR) - 1/16 4.8.2 (1.04 CR) - 1/15 4.8.2 (1.04 CR) - 1/14 4.8.2 (1.04 CR) - 1/13 4.8.2 (1.04 CR) - 1/12 4.8.2 (1.04 CR) - 1/11 4.8.2 (1.04 CR)- 1/10 4.8.2 (1.04 CR) - 1/9 4.8.2 (1.04 CR) - 1/8 4.8.2 (1.04 CR) - 1/7 8.440 -3.467 622.084 0.006 8.774 -3.575 646.698 0.006 9.107 -3.692 671.311 0.006 9.441 -3.817 695.925 0.005 9.775 -4.014 720.538 0.006 10.109 -4.153 739.175 0.006 10.443 -4.298 755.487 0.006 10.777 -4.449 771.281 0.006 11.111 -4.605 786.557 0.006 11.445 -4.766 801.314 0.006 11.779 -4.932 815.554 0.006 12.113 -5.104 829.275 0.006 12.447 -5.279 842.478 0.006 tnixTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX (918) 295-0265 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 13 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation No. fi Size L L Kl/r A P„ (i)P„ Ratio P„ ft fi in' K K gyp„ 61.1514 4.8.2 (1.04 CR) - 1/6 61.1514 - 4.8.2 (1.04 CR) - 1/5 58.7277 - 13.115 -8.203 867.329 0.009 4.8.2 (1.04 CR) - 1/4 56.3041 - 13.448 -8.406 878.977 0.010 58.7277 56.3041 53.8804 0.006 4.8.2 (1.04 CR)- 1/3 53.8804 - 13.782 -8.614 890.107 0.010 4.8.2 (1.04 CR) - 1/2 51.4567 - 14.116 -8.828 900.718 0.010 51.4567 49.033 4.8.2 (1.04 CR) - 1 49.033 - 14.534 -4.023 913.256 0.004 46.003 L2 49.033 - 46.003 46.003 - 43.5818 43.5818 - 41.1606 41.1606 - 38.7394 38.7394 - 36.3182 36.3182 - 33.8969 33.8969 - 31.4757 31.4757 - 29.0545 29.0545 - 26.6333 26.6333 - 24.2121 24.2121 - 21.7909 21.7909 - 19.3697 19.3697 - 16.9485 16.9485 - 14.5273 14.5273 - 12.1061 12.1061 - 9.68484 9.68484 - 7.26363 7.26363 - 4.84242 4.84242 - 2.42121 2.42121 - 0 4.8.2 (1.04 CR) - 1 TP37.32x23.194x0.25 49.033 0.000 0.0 19.172 -5.278 1371.770 0.004 19.734 -9.553 1397.460 0.007 20.295 -9.820 1422.330 0.007 20.857 -10.092 1446.380 0.007 21.418 -10.369 1469.600 0.007 21.980 -10.652 1491.990 0.007 22.542 -10.941 1513.560 0.007 23.103 -11.234 1534.310 0.007 23.664 -11.534 1554.230 0.007 24.226 -11.838 1573.330 0.008 24.788 -12.148 1591.600 0.008 25.349 -12.464 1609.050 0.008 25.911 -12.785 1625.680 0.008 26.472 -13.111 1641.480 0.008 27.034 -13.443 1656.450 0.008 27.595 -13.776 1670.600 0.008 28.157 -14.120 1683.930 0.008 28.718 -14.469 1696.430 0.009 29.280 -14.823 1708.110 0.009 29.841 -15.184 1718.970 0.009 855.162 12.781 -5.459 gnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 14 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Pole Bending Design Data Section Elevation No. ft Size Mx (I)M Ratio Mr Mx kip-fi kip ft 4M kip ft kipft Ratio M. L1 95.083 - 92.6593 92.6593 - 90.2356 90.2356 - 87.8119 87.8119 - 85.3883 85.3883 - 82.9646 82.9646 - 80.5409 80.5409 - 78.1172 78.1172 - 75.6935 75.6935 - 73.2698 73.2698 - 70.8462 70.8462 - 68.4225 68.4225 - 65.9988 65.9988 - 63.5751 63.5751 - 61.1514 61.1514 - 58.7277 58.7277 - 56.3041 56.3041 - 53.8804 53.8804 - 51.4567 51.4567 - 49.033 49.033 - 46.003 L2 49.033 - 46.003 46.003 - 43.5818 43.5818 - 41.1606 41.1606 - 38.7394 38.7394 - 36.3182 36.3182 - 33.8969 33.8969 - 31.4757 31.4757 - TP24.26x13.06x0.188 • 28.951 162.443 0.178 0.000 162.443 0.000 47.801 176.199 0.271 0.000 176.199 0.000 66.462 190.514 0.349 0.000 190.514 0.000 85.515 205.387 0.416 0.000 205.387 0.000 105.173 220.821 0.476 0.000 220.821 0.000 125.194 236.813 0.529 0.000 236.813 0.000 145.690 251.332 0.580 0.000 251.332 0.000 166.487 265.457 0.627 0.000 265.457 0.000 187.588 279.765 0.671 0.000 279.765 0.000 208.998 294.238 0.710 0.000 294.238 0.000 230.723 308.858 0.747 0.000 308.858 0.000 252.768 323.608 0.781 0.000 323.608 0.000 275.136 338.470 0.813 0.000 338.470 0.000 297.833 353.426 0.843 0.000 353.426 0.000 320.867 368.458 0.871 0.000 368.458 0.000 348.765 383.550 . 0.909 0.000 383.550 0.000 378.762 398.683 0.950 0.000 398.683 0.000 409.072 413.839 0.988 0.000 413.839 0.000 439.703 429.002 1.025 0.000 429.002 0.000 210.256 447.939 0.469 0.000 447.939 0.000 TP37.32x23.194x0.25 268.269 663.896 0.404 0.000 663.896 0.000 509.977 696.345 0.732 0.000 696.345 0.000 541.772 729.107 0.743 0.000 729.107 0.000 573.913 762.148 0.753 0.000 762.148 0.000 606.403 795.431 0.762 0.000 795.431 0.000 639.245 828.922 0.771 0.000 828.922 0.000 672.440 862.583 0.780 0.000 862.583 0.000 705.992 896.383 0.788 0.000 896.383 0.000 tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Jobgo. 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 15 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation No. fi 29.0545 29.0545 - 26.6333 26.6333 - 24.2121 24.2121 - 21.7909 21.7909 - 19.3697 19.3697 - 16.9485 16.9485 - 14.5273 14.5273 - 12.1061 12.1061 - 9.68484 9.68484 - 7.26363 7.26363 - 4.84242 4.84242 - 2.42121 2.42121 = 0 Size M< 4M Ratio M,y 4M,,. Ratio Mx M, kip-fi kip ft mM kip ft kip ft rpM 739.901 930.283 0.795 0.000 930.283 0.000 774.172 964.250 0.803 0.000 964.250 0.000 808.806 998.242 0.810 0.000 998.242 0.000 843.808 1032.233 0.817 0.000 1032.233 0.000 879.175 1066.183 0.825 0.000 1066.183 0.000 914.908 1100.050 0.832 0.000 1100.050 0.000 951.017 1133.817 0.839 0.000 1133.817 0.000 987.817 1167.433 0.846 0.000 1167.433 0.000 1025.483 1200.858 0.854 0.000 1200.858 0.000 1063.592 1234.075 0.862 0.000 1234.075 0.000 1102.158 1267.033 0.870 0.000 1267.033 0.000 1141.175 1299.708 0.878 0.000 1299.708 0.000 Pole Shear Design Data Section Elevation No. fi Size 4)T Ratio T 4)T LI 95.083 - TP24.26x13.06x0.188 6.958 298.735 0.023 0.380 329.384 0.001 92.6593 92.6593 - 90.2356 90.2356 - 87.8119 87.8119 - 85.3883 85.3883 - 82.9646 82.9646 - 80.5409 80.5409 - 78.1172 78.1172 - 75.6935 75.6935 - 73.2698 73.2698 - 70.8462 70.8462 - 68.4225 68.4225 - 65.9988 65.9988 - 63.5751 Actual V K my K Ratio Actual T 4)V„ kip-fi kip f 7.646 311.042 0.025 0.360 357.277 0.001 7.765 323.349 0.024 0.260 386.303 0.001 8.058 335.656 0.024 0.524 416.462 0.001 8.180 347.962 0.024 0.524 447.755 0.001 8.405 360.269 0.023 0.541 480.183 0.001 8.529 369.587 0.023 0.540 509.622 0.001 8.655 377.743 0.023 0.540 538.264 0.001 8.782 385.641 0.023 0.539 567.277 0.001 8.911 393.278 0.023 0.539 596.623 0.001 9.043 400.657 0.023 0.538 626.268 0.001 9.176 407.777 0.023 0.538 656.176 0.001 9.311 414.637 0.022 0.537 686.311 0.001 tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 N w Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 16 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation Size Actual 4 V Ratio Actual 4 T Ratio jt K K 4y kip ft kip ft 4T 63.5751 - 9.449 421.239 0.022 0.537 716.638 0.001 61.1514 61.1514 - 9.588 427.581 0.022 0.536 747.118 0.001 58.7277 58.7277 - 12.334 433.664 0.028 0.556 777.720 0.001 56.3041 56.3041 - 12.464 439.488 0.028 0.556 808.404 0.001 53.8804 53.8804 - 12.596 445.053 0.028 0.555 839.133 0.001 51.4567 51.4567 - 12.729 450.359 0.028 0.555 869.883 0.001 49.033 49.033 - 5.744 456.628 0.013 0.244 908.283 0.000 46.003 L2 49.033 - TP37.32x23.194x0.25 7.191 685.886 0.010 0.311 1346.175 0.000 46.003 46.003 - 13.083 698.732 0.019 0.554 1411.967 0.000 43.5818 43.5818 - 13.225 711.166 0.019 0.554 1478.400 0.000 41.1606 41.1606 - 13.369 723.188 0.018 0.554 1545.400 0.000 38.7394 38.7394 - 13.514 734.798 0.018 0.554 1612.883 0.000 36.3182 36.3182 - 13.659 745.996 0.018 0.553 1680.792 0.000 33.8969 33.8969 - 13.806 756.781 0.018 0.553 1749.050 0.000 31.4757 31.4757 - 13.953 767.154 0.018 0.553 1817.583 0.000 29.0545 29.0545 - 14.102 777.115 0.018 0.553 1886.317 0.000 26.6333 26.6333 - 14.251 786.664 0.018 0.553 1955.192 0.000 24.2121 24.2121 - 14.402 795.801 0.018 0.553 2024.125 0.000 21.7909 21.7909 - 14.553 804.525 0.018 0.552 2093.042 0.000 19.3697 19.3697 - 14.706 812.838 0.018 0.552 2161.883 0.000 16.9485 16.9485 - 14.859 820.738 0.018 0.552 2230.567 0.000 14.5273 14.5273 - 15.013 828.226 0.018 0.552 2299.025 0.000 12.1061 12.1061 - 15.484 835.302 0.019 0.421 2367.183 0.000 9.68484 9.68484 - 15.669 841.965 0.019 0.421 2434.975 0.000 7.26363 7.26363 - 15.854 848.217 0.019 0.421 2502.317 0.000 4.84242 4.84242 - 16.041 854.056 0.019 0.421 2569.150 0.000 2.42121 2.42121 - 0 16.229 859.483 0.019 0.421 2635.400 0.000 Pole Interaction Design Data tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 17 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. No. P„ M . M,,, V T Stress Stress fi 4)P 4)M rpM,,,, 4)v 4>T Ratio Ratio L 1 95.083 - 0.005 0.178. 0.000 0.023 0.001 0.184 1.000 92.6593V 92.6593 - 0.006 0.271 0.000 0.025 0.001 0.278 1.000 90.2356 90.2356 - . 0.006 0.349 0.000 0.024 0.001 0.355 1.000 87.8119 87.8119 - 0.006 0.416 0.000 0.024 0.001 0.422 1.000 85.3883 85.3883 - 0.005 0.476 0.000 0.024 0.001 0.482 1.000 82.9646 V 82.9646 - 0.006 0.529 0.000 0.023 0.001 0.535 1.000 80.5409V 80.5409 - 0.006 0.580 0.000 0.023 0.001 0.586 1.000 78.1172 ✓ 78.1172 - 0.006 0.627 0.000 0.023 0.001 0.633 1.000 75.6935 75.6935 - 0.006 0.671 0.000 0.023 0.001 0.677 1.000 73.2698 6/ 73.2698 - 0.006 0.710 0.000 0.023 0.001 0.717 1.000 70.8462 6' 70.8462 - 0.006 0.747 0.000 0.023 0.001 0.754 1.000 68.4225 68.4225 - 0.006 0.781 0.000 0.023 0.001 0.788 1.000 65.9988 6/ 65.9988 - 0.006 0.813 0.000 0.022 0.001 0.820 1.000 63.5751 63.5751 - 0.006 0.843 0.000 0.022 0.001 0.850 1.000 61.1514 ✓ 61.1514 - 0.006 0.871 0.000 0.022 0.001 0.878 1.000 58.7277 p 58.7277 - 0.009 0.909 0.000 0.028 0.001 0.920 1.000 56.3041 56.3041 - 0.010 0.950 0.000 0.028 0.001 0.960 1.000 53.8804 53.8804 - 0.010 0.988 0.000 0.028 0.001 0.999 1.000 51.4567 ✓ 51.4567 - 0.010 1.025 0.000 0.028 0.001 1.036 1.000 49.033 `/ 49.033 - 0.004 0.469 0.000 0.013 0.000 0.474 1.000 46.003 6/ L2 49.033 - 0.004 0.404 0.000 0.010 0.000 0.408 1.000 46.003 46.003 - 0.007 0.732 0.000 0.019 0.000 0.740 1.000 43.5818 43.5818 - 0.007 0.743 0.000 0.019 0.000 0.750 1.000 41.1606 ✓ 41.1606 - 0.007 0.753 - 0.000 0.018 0.000 0.760 1.000 38.7394 38.7394 - 0.007 0.762 0.000 0.018 0.000 0.770 1.000 36.3182 36.3182 - 0.007 0.771 0.000 0.018 0.000 0.779 1.000 33.8969 Criteria 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 V 4.8.2 4.8.2 4.8.2 ✓ 4.8.2 ✓ V 4.8.2 4.8.2 4.8.2 ✓ 4.8.2 ✓ 4.8.2 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 4.8.2 ✓ 4.8.2 I✓ 4.8.2 ✓ tnxT'ower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 18 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. No. P. M x M j, V. T. Stress Stress ft (1)P„ ram„x 4>M,, 4)V 4)T Ratio Ratio Criteria 33.8969 - 0.007 0.780 0.000 0.018 0.000 0.787 1.000 31.4757 ✓ 31.4757 - 0.007 0.788 0.000 0.018 0.000 0.795 1.000 29.0545 29.0545 - 0.007 0.795 0.000 0.018 • 0.000 0.803 1.000 26.6333 ✓ 26.6333 - 0.008 0.803 0.000 0.018 0.000 0.811 1.000 24.2121 ✓ 24.2121 - 0.008 0.810 0.000 0.018 0.000 0.818 1.000 21.7909 `/ 21.7909 - 0.008 0.817 0.000 0.018 0.000 0.826 1.000 19.3697 V 19.3697 - 0.008 0.825 0.000 0.018 0.000 0.833 1.000 16.9485 ✓ 16.9485 - 0.008 0.832 0.000 0.018 0.000 0.840 1.000 14.5273 ✓ 14.5273 - 0.008 0.839 0.000 0.018 0.000 0.847 1.000 12.1061 ✓ 12.1061 - 0.008 0.846 0.000 0.019 0.000 0.855 1.000 9.68484 V 9.68484 - 0.008 0.854 0.000 0.019 0.000 0.863 1.000 7.26363 ✓ 7.26363 - 0.009 0.862 0.000 0.019 0.000 0.871 1.000 4.84242 ✓ 4.84242 - 0.009 0.870 0.000 0.019 0.000 0.879 1.000 2.42121 ✓ 2.42121 - 0 0.009 0.878 0.000 0.019 0.000 0.887 1.000 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ 4.8.2 ✓ Section Capacity Table Section No. Elevation Component n Type Size Critical P OPasow % Pass Element K K Capacity Fail LI 95.083 - 46.003 Pole L2 46.003 - 0 Pole TP24.26x13.06x0.188 1 -8.828 900.718 103.6 Pass2 TP37.32x23.194x0.25 2-15.184 1718.970 88.7 Pass Summary Pole (LI) 103.6 Pass2 RATING = 103.6 Pass' Program Version 7.0.5.1 • APPENDIX B BASE LEVEL DRAWING RE (I)1$-77/118' TO 58 FT LEVEL (ABANDONED) (1) 1 /4- TO 82 FT LEVEL (INSTALLED) (3) 1-1/4' TO 58 FT LEVEL (1) 1ROPOSED) TO 92 FT LEVEL ((INSTALLED -TO BE REMOVED) (1) 1-3/5' TO 92 FT LEVEL (2) 7/8' TO 95 FT LEVEL (INSTALLED) (1) 1-1/4' TO 92 FT LEVEL 12) 7/8' TO 95 FT LEVEL CUMBING PEGS W/ SAFETY CUMB 3USI\ESS U\IT:825363 • APPENDIX C ADDITIONAL CALCULATIONS Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) TIA Rev G Site Data BU#: 825363 Site Name: Lewis and Clark Monopole, WA App #: 427338 Revision # 0 Pole Manufacturer:I Other Anchor Rod Data Qty: 8 Diam: 2.25 in Rod Material: A615-J Strength (Fu): 100 ksi Yield (Fy): 75 ksi Bolt Circle: 44.5 in Plate Data Diam: 50.5 in Thick: 2.25 in Grade: 60 ksi Single -Rod B-eff: 15.00 in • Stiffener Data (Welding at both sides) Config: 0 * Weld Type: Groove Depth: <-- Disregard Groove Angle: <-- Disregard Fillet H. Weld: in Fillet V. Weld: in Width: in Height: in Thick: in Notch: in Grade: ksi Weld str.: • ksi Pole Data Diam: 37.32 in Thick: 0.25 in Grade: 65 ksi # of Sides: 12 "0" IF Round Fu 80 ksi Reinf. Fillet Weld 0 "0" if None Reactions Mu: 1141 ft-kips Axial, Pu: 15 kips Shear, Vu: 16 kips Eta Factor, rt 0.5 TIA G (Fig. 4-4 If No stiffeners, Criteria: AISC LRFD Anchor Rod Results Max Rod (Cu+ Vu/rj): Allowable Axial, m*Fu*Anet: Anchor Rod Stress Ratio: Base Plate Results Base Plate Stress: Allowable Plate Stress: . Base Plate Stress Ratio: nta Stiffener Results Horizontal Weld : Vertical Weld: Plate Flex+Shear, fb/Fb+(fv/Fv)^2: Plate Tension+Shear, ft/Ft+(fv/Fv)^2: Plate Comp. (AISC Bracket): Pole Results Pole Punching Shear Check: <-Only Applcable to Unstiffened Cases 159.8 Kips 260.0 Kips 61.5% Pass Flexural Check 19.6 ksi 54.0 ksi 36.4% Pass n/a n/a n/a n/a n/a *0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes n/a Rigid AISC LRFD rp'Tn Rigid AISC LRFD W*Fy Y.L. Length: 22.50 CClplate v2.0 Analysis Date: 6/6/2018 Drilled Pier Foundation Bu#: Site Name: App. Number: TIA-222 Revison: Tower Type: 825363 Lewis and Clark Mono{ 427338 Rev # 0 Monopole Applied Loads omp. Moment (kip-ft) 1141 Axial Force (kips) 15 Shear Force (kips) 16 Pier Design Depth Data 21.9 ft Ext. Above Grade 0.6 ft Pier Section 1 From 0.6' above grade to 21.9' below grade Pier Diameter 5 ft Rebar Quantity 25 Rebar Size 8 Clear Cover to Ties 3 in Tie Size 4 Groundwater Depth n/a Analysis Results Soil Lateral Capaci Compression Uplift - D„0 (ft from TOC) 5.87 - Soil Safety Factor 3.68 - -- ' Max Moment (kip-ft) 1221.41 - Rating 36.1% - Soil Vertical Caoacit Compression Uplift Skin Friction (kips) 209.94 - • 'End Bearing (kips) 1030.84 - " • Weight of Concrete (kips) 79.52 - Total Capacity (kips) 1240.77 - - Axial (kips) 94.52 - - - Rating 7.6% - Reinforced Concrete Capacity Compression Uplift Critical Depth (ft from TOC) 5.56 - -' Critical Moment (kip-ft) 1221.06 - Critical Moment Capacity 2173.11 - Rating 56.2% - Soil Interaction Rating 36.1% Structural Foundation Rating 56.2% Soil Profile # of Layers CROWN v CASTLE Layer Top (ft) Bottom (ft) : Thickness , (ft) ' Ysoii (pcf) Yconcrete (pcf) Cohesion (ksf) Angle of Friction - (degrees) ' Calculated — - Ultimate Skin - - Friction Comp (ksf) ' Calculated Ultimate Skin Friction Uplift (ksf) Ultimate Skin - - Friction Comp - Override (ksf) - - Ultimate Skin Friction Uplift Override (ksf) Ult. Gross Bearing Capacity (ksf) ' -- - SPT Blow - Count ' - -- -- Soil Type 1 0 2 2 110 150 0 '0.000 - 0.000 0.00 0.00 Cohesionless 2 2 9 7 110 150 0 30 ' 0.000 0.000 0.09 0.09 Cohesionless 3 9 20 11 110 150 0 32 - '0.000 '" 0.000 1.20 1:20 Cohesionless 4 20 21.9 1.9 110 150 0 32 - 0.000 -- 0.000 2.10 2.10 70 Cohesionless Version 1.1.3 • • Seismic Design Category Site BU : Site Name : App: 825363 Lewis and Clark Monopole 427338 Rev. Date: 6/5/2018 al:CROWN � CASTLE Site Information Site Latitude = 47.0 ° 27.0 . 44.4 „ Site Longitude = -122.0 ° 17.0 ' 17.4 " Site Class = D - Stiff Soil Spectral Response Acceleration Short Periods, Ss= 1.48 Spectral Response Acceleration 1 s Period, Si = 0.554 Seismic Category Determination Site Class Amplification, Fa = 1.00 Site Class Amplification, Fv= 1.50 1-S Period Response Acceleration Parameter, SD1 = 0.55 Short Period response Acelleration Parameter,SDs = 0.99 Seismic Category Based on SD1 = Seismic Category Based on SDs = Overall Seismic Design Category = ASCE AMERICAN SOCIETY OF CML ENGINEERS ASCE 7 Hazards Report Address: Standard: ASCE/SEI 7-10 Elevation: 342 ft (NAVD 88) No Address at This Risk Category: II Latitude: 47.462319 Location Soil Class: D Stiff Soil Longitude: -122.288178 Wind ceattle JnnM AVIdjjii !iellevue • „n Results: Wind Speed: 10-year MRI 25-year MRI 50-year MRI 100-year MRI Data Source: 110 Vmph 72 Vmph 79 Vmph 85 Vmph 91 Vmph ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of March 12, 2014 Date Accessed: Tue Jun 05 2018 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https://asce7hazardtool.online/ Page 1 of 3 Tue Jun 05 2018 ASCE AMERICAN SOCIETY OF CML ENGINEERS Seismic Site Soil Class: Results: Ss : S1 : Fa : F, : SMS SM1 D - Stiff Soil 1.480 0.554 1.000 1.500 1.480 0.830 Seismic Design Category D 1. 1, 1. 0. 0. 0. MCER Response Spectrum 2 D 8 � O ti ro �b .o _c Sa(g)vs T(s) Data Accessed: Date Source: v SDS S01 : IL : PGA: PGAM: F PGA le : 0. 0. 0. 0. 0. 0. 0. 0. 0.987 0.554 6.000 0.612 0.612 1.000 1 8 8 7 6 5- 41 2- _o ti m o ti 0. m o _o • Sa(g) vs T(s) • • Tue Jun 05 2018 USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https://asce7hazardtool. online/ Page 2 of 3 Tue Jun 05 2018 • • ASCE AMERICAN SOCIETY OF CMI. ENGIN®TS Ice Results: Ice Thickness: Concurrent Temperature: Gust Speed: Data Source: Date Accessed: 0.25 in. 25 F 30 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Tue Jun 05 2018 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Tue Jun 05 2018 ittnalocadic Monopole Analysis per T1A-222-G Site BU: 825363 Work Order: 1584060 Application: 427338 Rev. 0 UU V CCA°SYYE From TNX. Axial, Wt = 15.0 Shear, V,A, = 16.0 degrees minutes seconds kips kips Site Latitude = 47 27 44.40 47.4623 Site Longitude = -122 17 17.40 -122.2882 Mass or Stiffness Irregularities = No Ground Supported Structure = Yes Structure Class = II Site Class = D - Stiff Soil (Table 2-9) (Table 2-1) (Table 2-11) degrees degrees Spectral response acceleration short periods, Ss = 1.480 Spectral response acceleration 1 s period, S1 = 0.554 USGS Seismic Tool Tower Height (AGL), = 95.1 Importance Factor, I = 1.0 Acceleration -based site coefficient, Fa = 1.0 Velocity -based site coefficient, F„ = 1.5 Design spectral response acceleration short period, Sim = 0.987 Design spectral response acceleration 1 s period, Sol = 0.554 Calculated CS = 0.658 Base Seismic Shear, VS = 8.2 Appurtenance Weight (top 1/3 of structure), W„ = 3.9 Average Moment of Inertia, Ia„g = 1739.9 Fundamental Frequency, Ff = 0.409 Fr related variable, SA = 0.226 Calculated CS = 0.151 Minimum CS = 0.043 Minimum CS when Si >_ 0.75 = 0.000 Final CS = 0.151 Alternative Base Seismic Shear, VS = 1.9 ft (Table 2-3) (Table 2-12) (Table 2-13) (2.7.6) (2.7.6) (2.7.7.1) kips kips in4 (2.7.11.2) (2.7.8.1) (2.7.7.1) (2.7.7.1) (2.7.7.1) kips Seismic shear does not exceed 50% of wind shear. No further analysis is required per section 2.7.3 of TIA-222-G. CCISeismic 2.0.07 Page 1 Analysis Date: 6/6/2018 Linear Increment 10 Discrete Ht (kips) a b c S„ Seismic Shear, Fn (kips) Seismic Induced Moment (kip-ftl 99.5 0.03 1.890 1.980 1.140 1.879 0.038 3.74 99 0.498 1.890 1.980 1.140 1.879 0.624 61.75 97 0.378 1.890 1.980 1.140 1.879 0.473 45.93 96 0.856 1.890 1.980 1.140 1.879 1.072 102.93 95 1.5885 1.887 1.963 1.134 1.868 1.978 187.92 94 0.11 1.847 1.762 1.061 1.738 0.127 11.98 92 0.183 1.769 1.403 0.926 1.493 0.182 16.75 86 0.022 1.546 0.621 0.599 0.859 0.013 1.08 82 0.065 1.406 0.295 0.438 0.520 0.023 1.85 58 2.3083 0.703 -0.088 0.030 -0.174 -0.268 -15.52 CCISeismic 2.0.07 Top 1/3 Weight 3.94533826 Linear Mid Ht Wt (kips) a b c S, . Seismic Shear, F, (kips) Seismic Induced Moment (kip-ft) 92.5415 0.00112 1.790 1.495 0.961 1.558 0.001 0.11 92.5 0.0198 1.789 1.488 0.958 1.553 0.020 1.90 91 0.0042 1.731 1.244 0.863 1.376 0.004 0.35 85 0.0628 1.510 0.527 0.555 0.768 0.032 2.73 81 0.00012 1.372 0.232 0.403 0.445 0.000 0.00 75 0.0634 1.176 -0.017 0.237 0.083 0.003 0.26 65 0.0634 0.883 -0.121 0.081 -0.202 -0.009 -0.56 55 0.0634 0.632 -0.065 0.019 -0.115 -0.005 -0.27 54 0.01992 0.610 -0.056 0.016 -0.092 -0.001 -0.07 45 0.0883 0.423 0.011 0.006 0.134 0.008 0.35 35 0.0883 0.256 0.054 0.016 0.254 0.015 0.52 25 0.0883 0.131 0.069 0.033 0.257 0.015 0.38 15 0.0883 0.047 0.071 0.042 0.236 0.014 0.21 5 0.0883 0.005 0.045 0.026 0.161 0.009 0.05 Page 2 . Analysis Date: 6/6/2018 Section Increment 10 Average Moment of Inertia (in°) 1739.93 Monopole Section Data Height Above Base (ft) Mid- Height, Z (ft) Section Length (ft) Number of Sides Top Diameter (in) Bottom Diameter (In) Wall Thickness (in) Volume (�) Weight (kips) Average Moment of Inertia fin°1 a b c S,� Seismic Shear, Fs., (kips) Seismic Induced Moment (kip-ft) 95.083 90.083 10 12 13.06 15.34199 0.1875 0.586704 0.287485 216.6129 1.696 1.109 0.809 1.274 0.244 21.99 85.083 80.083 10 12 15.34199 17.62398 0.1875 0.682244 0.3343 338.8564 1.341 0.181 0.373 0.380 0.085 6.79 75.083 70.083 10 12 17.62398 19.90597 0.1875 0.777784 0.381114 500.388 1.027 -0.102 0.145 -0.107 -0.027 -1.90 65.083 60.083 10 12 19.90597 22.18795 0.1875 0.873324 0.427929 706.7096 0.755 -0.102 0.042 -0.200 -0.057 -3.43 55.083 50.543 9.08 12 22.18795 24.26 0.1875 0.875738 0.429112 949.118 0.534 -0.029 0.009 -0.002 -0.001 -0.03 49.033 44.033 10 12 23.19356 26.07457 0.25 1.361185 0.666981 1507.445 0.405 0.016 0.006 0.153 0.068 3.00 39.033 34.033 10 12 26.07457 28.95557 0.25 1.522011 0.745785 2102.968 0.242 0.057 0.018 0.258 0.128 4.36 29.033 24.033 10 12 28.95557 31.83658 0.25 1.682837 0.82459 2838.192 0.121 0.070 0.034 0.255 0.140 3.37 19.033 14.033 10 12 31.83658 34.71759 0.25 1.843663 0.903395 3727.879 0.041 0.070 0.042 0.233 0.140 1.97 9.033 4.5165 9.033 12 34.71759 37.32 0.25 1.80363 0.883779 4727.263 0.004 0.042 0.024 0.152 0.089 0.40 CCISeismic 2.0.07 Page 3 Analysis Date: 6/6/2018 49.033 \ 49.080 0.188 0 c ci 13.060 24.260 A572-65 m a m 37.320 N N O 1-. N O _ Length (ft) Number of Sides i Socket Length (ft) s o Bot Dia (in) Weight (K) 5.9 co H H t7 951ft 46.0 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Seismic Discrete Force 1 99.5 Seismic Section Force 3 70.083 Seismic Discrete Force 2 99 Seismic Linear Force 7 65 Seismic Discrete Force 3 97 Seismic Section Force 4 60.083 Seismic Discrete Force 4 96 Seismic Discrete Force 10 58 Seismic Discrete Force 5 95 Seismic Linear Force 8 55 Seismic Discrete Force 6 94 Seismic Linear Force 9 54 Seismic Linear Force 1 92.5415 Seismic Section Force 5 50.543 Seismic Linear Force 2 92.5 Seismic Linear Force 10 45 Seismic Discrete Force 7 92 Seismic Section Force 6 44.033 Seismic Linear Force 3 91 Seismic linear Force 11 35 Seismic Section Force 1 90.083 Seismic Section Force 7 34.033 Seismic Discrete Force 8 86 Seismic Linear Force 12 25 Seismic Linear Force 4 85 Seismic Section Force 8 24.033 Seismic Discrete Force 9 82 Seismic Linear Force 13 15 Seismic Linear Force 5 81 Seismic Section Force 9 14.033 Seismic Section Force 2 80.083 Seismic Linear Force 14 5 Seismic Linear Force 6 75 Seismic Section Force 10 4.5165 MATERIAL STRENGTH GRADE A572-65 65 ksi Fy 80 ksi Fu GRADE 1 Fy Fu TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class II. 6. Topographic Category 1 with Crest Height of 0.000 ft 7. TOWER RATING: 56.6% ALL REACTIONS ARE FACTORED AXIAL 15 K SHED R J 484 84 kip-ft ENT 5 K ki ft REACTIONS - 85 mph WIND �� BST GRP B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 '°b 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 Project: orient: Crown Castle Drawn by: Rakshak MPd. Code: TIA-222-G Date:06/06/18 Scale: NTS Path: Dwg No. E-1 Lewis & Clark - 825363 CITY OF TUKWILA Department of Community Development 6300 Rurrlhcenler Bcirrlevurcl, Tirk►vilu, IVA 98188 Teleplrorre (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I tun the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City. its employees, agents. engineers, contractors or other representatives the right to enter upon Owner's real property. located at 15820 Tukw-•iI International Blvd. Tukwila, WA 98178 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request. for ninety (90) or inure days, shall he cause to cancel the application(s) without refund of fees. EXECUTED at e I f`e V t SS (city), (state), on Go A (( C C. (Print Name) 0— 06(''. ,20 20(8 S 7-e• ' R E/4 L7ry F N c L y- l vfA.hNf..Aila/c/ /tv5 41£720v, Re/l"'v, IJA- 9$eoy Addre1 7 < — y 5 — QfOO (Phone Number) On this day personally appeared before me `d I tJ Q.1i� l� Ni to me known to he the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. T� SUI3SCRIBED AND SWORN TO IiLFORI ME ON THIS ' \ DAY OF SNotary Public State of Washington LORIA.CHARBONEAU M1'COMMISSION EXPIRES DECEMBER 05, 2021 3 NOTARY PUBI ii find I'or t to State of Washington tzoz-� �.. J My Commission expires on deptst re ('n. Common Ten Kirby July 28 2015 \Curless Couunumcm,on Facility 06.0•1-I S.ducs AUG 06 2018 Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 WIRELESS TELE- COMMUNICATION FACILITIES APPLICATION FOR' STAFF USE ONLY Permits Plus Type: P-WIRE Planner: . File Number: L / 0 - .(,7 Application Complete Date: Project File Number: FL. /k% OZ6 6 Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 8 25 p3&5 't 1.1-00 Pr-o je. �/j BRIEF DESCRIPTION OF PROJECT: ft& mcL • C�LLi D)'\� G�►1 ��C t : c `tG�—�'e�iC. CIRCLE TYPE - YPE 1 TYPE 2 TYPE 3 Public hearing notices and Hearing Examiner fees apply LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 158 2© di-w c,� . 5 ./ liki2c �, Ja U Z z-Z 3 04 9, 0 Z. LIST ALL TAX LOT NUMBERS (this information may be found on/our tax statement). DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: & vSi ��\ i O'O-'t� Address: ISO55 1.�� L k 4.ve • M. SheSeel/ Phone: ZO(2--3? CP _ 2 �� E-mail: Gti►s�G . ,�JQa��.� G►^t71.LY1 l' Signature: &..2, �C�t. FAX: vt` Tr & (t- l� 985ei' Date: Oa/©6/O/ b \\deptstore\City Common \Teri\Kirby\July 28 2015\Wireless Communication Facility 06-04-15.docx RECEIVED AUG 06 2018 Community Development COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted • with • ,application . 'Information Required. May be waived in unusual edges, upon approval of both Public Works and Planning • APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x 11". Plans shall be no greater than 24" x 36". 4. Application Fee: See Land Use Fee Schedule. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microcell and is to be attached to an existing structure that is not a residence or school and does not contain a residence or a school; ii) Includes personal wireless antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest or agriculture zone; or iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. 7. A letter from the applicant describing the proposed project and describing compliance with the City's Code requirements. Include statement whether the proposal is considered a "substantial change" or not as defined by the FCC rules. 8. Sensitive Area studies and proposed mitigation (if required). 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Chapter 8.22, "Noise". If the application requires a Type 2 review these additional items are needed: 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; 11. Materials board for the screening material; 12. Landscaping plan; 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; 14. If the facility is located within a residential zone, a report from a radio ficnginrf explaining the need for the proposed wireless communication facility at thaf1 . A�ddit o a y, the \\deptstore\City Common\Teri\Kirby\July 28 2015\Wireless Communication Facility 06-04-15.docx AUG 0 6 2018 Community Development Check items submitted' with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. If the application requires a Type 3 review these additional items are needed: 15. A narrative responding to the criteria at TMC Section 18.58.060. 16. The radio frequency engineer report shall include a discussion of the information required under TMC Section 18.58.070. The report shall also explain why a tower must be used instead of any of the other location options outlined in Table A. 17. Engineering Plans for the proposed tower. 18. A vicinity map depicting the proposed extent of the service area. 19. A graphic simulation showing the appearance of the proposed tower and ancillary structures and ancillary facilities from five points within the impacted vicinity. Such points are to be mutually agreed upon by the Director of DCD and applicant. All plans and photo simulations shall include the maximum build -out of the proposed facility. 20. Evidence of compliance with Federal Aviation Administration (FAA) standards for height and lighting and certificates of compliance from all affected agencies. 21. Evidence that the tower has been designed to meet the minimum structural standards for wireless communication facilities for a minimum of three providers of voice, video or data transmission services, including the applicant, and including a description of the number and types of antennas the tower can accommodate. PUBLIC NOTICE MATERIALS: 22. Payment of notice board fee (see LraridlUse Fee chedule) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 23. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 24. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. \\deptstore\City Common \Teri\Kirby\July 28 2015\Wireless Communication Facility 06-04-15.docx RECEDED AUG 0 6 2018 Community Development 2018 — 11.06am nopole\Drowinas\ E 8 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE USA, INC. SERVICES IS STRICTLY PROHIBITED. •Mobile•® SITE NUMBER: SE03024B CROWN CASTLE # 825363 SITE NME: LEWIS AND CLARK MONOPOLE - PROJECT NAME: L700 MOD & SECTOR ADD I:+ .6i1tlak•• Terrace t;hlr,n.11ne �22) Bothr+ Redmoll•J Y. --.,r- rf Seatt'e Bellevue -.may Mercer sland `►'+ fewcaede I I Ah~. c0111..,:1, Samm.mish 0xJ Rentgn PROJECT Klahan,e T6 ) VICINITY MAP NOT TO SCALE DRIVING DIRECTIONS FROM T-MOBILE BOTHELL OFFICE: • HEAD EAST ON NORTH CREEK PKWY N • TURN RIGHT AT THE 1ST CROSS STREET ONTO 120TH AVE NE • TURN RIGHT ONTO NE 195TH ST • TURN LEFT ONTO THE INTERSTATE 405 S RAMP TO RENTON • CONTINUE ONTO WA-518 W • TAKE THE EXIT TOWARD SEA-TAC AIRPORT • KEEP RIGHT, FOLLOW SIGNS FOR WA-99 S • MERGE ONTO WA-99 N/INTERNATIONAL BLVD/PACIFIC HWY S/TUKWILA INTERNATIONAL BLVD • TURN LEFT ON S 160TH ST • TURN LEFT INTO THE 3RD DRIVEWAY EMPLOYEE PARKING • TELL THE ATTENDANT THAT YOU NEED TO GO TO T-MOBILE TOWER AND DRIVE THRU • TURN RIGHT AT STOP SIGN, THEN TURN LEFT, TOWER IS AT NORTH END OF PARKING LOT SITE LOCATION: 15820 PACIFIC H\NY S TUKWILA, WA 98188 PROJECT Ner948Wen • INvNIFN s1EIlt3 Iob.,. emir fM,1, GENERAL LOCATION MAP NOT TO SCALE DISCLAIMERS DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. LDC TAKES NO RESPONSIBILITY FOR ADEQUACY OF TOWER MOUNTS FOR EXISTING OR PROPOSED LOADING. CONTRACTOR AND MOUNT MANUFACTURER TAKE FULL RESPONSIBILITY FOR MOUNTING PRODUCTS USED & THEIR ADEQUACY. MOUNTS SHOWN IN DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. DOCUMENT REVIEW SIGN OFF APPROVED BY DATE SIGNATURE APPROVED BY DATE SIGNATURE PROJECT MANAGER RF ENGINEER SITE ACQUISITION OPERATIONS MANAGER ZONING DEVELOPMENT MANAGER CONSTRUCTION MANAGER REGULATORY CONSTRUCTION MANAGER PROJECT CONTACT LIST LAT: 47° 27' 44.3511 N (47.462319° N) LONG: 122° 17' 17.4411 W (122.288178° W) DRAWING INDEX APPLICANT: T-MOBILE USA, INC. 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PHONE: (425) 641-1140 PROJECT CONSULTANT: CROWN CASTLE USA, INC. CONTACT: ANDI SAXTON PHONE: (206) 336-2867 EMAIL: andi.saxton@crowncastle.com PROJECT ARCHITECT: LDC, INC. CONTACT: RICHARD B. HALL, AIA PHONE: (425) 806-1869 EMAIL: rhall@Idccorp.com PROJECT MANAGER: CROWN CASTLE USA, INC. CONTACT: ED GILMORE PHONE: (425) 471-3445 PROPERTY OWNER: AVIS RENT A CAR SYSTEM LLC. 15802 PACIFIC HWY S TUKWILA, WA98188 TOWER OPERATOR: CROWN CASTLE USA, INC. 1505 WESTLAKE AVE N, STE 800 SEATTLE, WA 98109 SITE ACQUISITION & PERMITTING: CROWN CASTLE USA, INC. CONTACT: ANDI SAXTON PHONE: (206) 336-2867 EMAIL: andi.saxton@crowncastle.com CONSTRUCTION MANAGER: CROWN CASTLE USA, INC. CONTACT: CODY CRANK PHONE: (253) 370-6880 EMAIL: cody.crank@crowncastle.com PROJECT INFORMATION CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: PROPOSED BUILDING USE: RC (REGIONAL COMMERCIAL) IBC 2015 IIB U, S-2 CITY OF TUKWILA UNMANNED TELECOM SITE LOCATION (NAD83): LATITUDE: 47° 27' 44.35" N LONGITUDE: 122° 17' 17.44" W TOP OF STRUCTURE: 442.90'± AMSL BASE OF STRUCTURE: 346.00'± AMSL (47.462319° N) (122.288178° W) 96.9' AGL 0.0' AGL PROJECT LEASE AREA: PARCEL NUMBER: N/A 2223049102 NEW IMPERVIOUS AREA: AREA OF PARCEL: 0 SF 12.4 ACRES GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS UNAFFECTED. AUG 06 2 13 DWG NO. T-1.0 T-1.1 G-1.0 A-1.0 A-2.0 A-3.0 A-4.0 A-4.1 A-5.0 RF-1.0 RF-2.0 E-1.0 E-2.0 DESCRIPTION TITLE SHEET LEGAL DESCRIPTION GENERAL NOTES SITE PLAN ENLARGED SITE PLAN ELEVATIONS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS ANTENNA CONFIGURATION ANTENNA CONFIGURATION SCHEMATIC GROUNDING PLAN GROUNDING DETAILS LEGAL DESCRIPTION SEE SHEET T 1 1 FOR LEGAL DESCRIPTION UTILITY COMPANIES POWER: PUGET SOUND ENERGY PHONE: (888) 225-5773 TELEPHONE: CENTURY LINK PHONE: (800) 777-9594 RAN SCOPE OF WORK (RFDS v3.2) L700 4X2 AND SECTOR ADD PROJECTS WILL BE BUNDLED. 5 SECTOR SITE BETA SECTOR: REPLACE TMBXX WITH HBXX-3319 AND ADD ONE HBXX-3319 ANTENNA, THIS WILL BE THE NEW EPSILON SECTOR, ADD 1 FRIJ, 1 FHFB AND 4 AWS/PCS DIPLEXERS ON TOP. THE 33 DEG BW ANTENNA IN GAMMA PHASE WILL BE THE NEW ZETA SECTOR, RECOMMISSION THESE SECTORS AS NEEDED REPLACE SBNHXX WITH FFHH-65C-R3 ANTENNAS. REPLACE 3 FRLBS WITH 3 AHLOAS. ADD 1 AMOB, 2 ASIAS, AND 4 ABIAS(INSTALL IN FCOA'S), REMOVE 4 FSMFS AND 4 FBBCS (LTE). KEEP EXISTING. 07102018_AD: ADD 1 AMOB, 1 ASIK, AND 1 ABIL, INSTALL IN ADDITIONAL FCOA (TOTAL OF 2) E=� ■ LDC 1 :ngineerirve,ing L ng Planning 20210 142nd Avenue NE PI,. 425 806.1869 13„odinville, WA 98072 I, 425.482 2893 www.lDClorp.,,xn DATE: 4-17-18 DRAWN BY: ENS CHECKED BY RBH SUBMITTALS REV DATE DESCRIPTION BY 1 .17-18 PRELIMINARY CONSTRUCTION EN:. 2 S17.18 PRELIMINARY CONSTRUCTION AAA 3 7.31.18 FINAL CONSTRUCTION SRN 8828 REGISTERED ARCHITECT AP/ RICHA- ALL STATE OF WASHINGTONI APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 53 LEV7 n SHEET TITLE TITLE SHEET SHEET NUMBER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED Community Dev lopm .; it T-1.0 • 2O,e - n:O6an, 8 8 tii>m AUG 06ZUI8 rnmmunitV LEGAL DESCRIPTION THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, DESCRIBED AS FOLLOWS: BEGINNING AT HE NORTHWEST CORNER OF TRACT 100 OF SUNNYSIDE GARDENS, DIVISION NO 1 AS PER THE PLAT RECORDED IN VOLUME 25 OF PLATS ON PAGE 50, RECORDS OF KING COUNTY, THENCE SOUTH 26° 38' 32' WEST 16 25 FEET; THENCE SOUTH 00° 29' 01" EAST 147 07 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 204 50 FEET; THENCE SOUTHERLY AND SOUTHWESTERLY ALONG SAID CURVE 263 90 FEET THROUGH A CENTRAL ANGLE OF 73° 66' 17' ; THENCE ON A NON -TANGENT BEARING OF NORTH 88° 35' 11" WEST 120 12 FEET; THENCE SOUTH 77° 43' 23" WEST 82 86 FEET; THENCE SOUTH 67° 02' 06" WEST 109 32 FEET; THENCE SOUTH 56° 19' 23" WEST 17 36 FEET TO THE NORTHEASTERLY MARGIN OF OLD/MILITARY ROAD; THENCE NORTH 37° 57' 54" WEST ALONG SAID NORTHEASTERLY MARGIN 55 10 FEET TO A POINT HEREINAFTER REFERRED TO AS "POINT A"; THENCE NORTH 67° 02' 06" EAST 140 63 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 220 50 FEET; THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE 95 19 FEET THROUGH A CENTRAL ANGLE OF 24° 44' 07"; THENCE SOUTH 88° 13' 47" EAST 46 48 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 144 50 FEET; THENCE EASTERLY, NORTHEASTERLY AND NORTHERLY ALONG SAID CURVE 232 66 FEET THROUGH A CENTRAL ANGLE OF 92° 15' 14"; THENCE NORTH 00° 29' 01" WEST 163 19 FEET TO A POINT ON THE SOUTHERLY MARGIN OF SO 158TH ST AS SHOWN ON SAID PLAT OF SUNNYSIDE GARDENS DIV NO 1 AND A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 447 68 FEET, AND AT WHICH POINT THE RADIAL CENTER BEARS SOUTH 02° 15' 53" EAST; THENCE EASTERLY ALONG SAID CURVE 19 09 FEET THROUGH A CENTRAL ANGLE OF 00° 37' 02"; THENCE SOUTH 88° 28' 13" EAST ALONG SAID SOUTH MARGIN 48 35 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 39,602 SQUARE FEET MORE OR LESS TOGETHER WITH THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, DESCRIBED AS FOLLOWS: COMMENCING AT AFORESAID "POINT A", THENCE SOUTH 67° 02' 06" WEST 42 91 FEET; THENCE SOUTH 11° 21' 06" WEST 24 46 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY MARGIN OF OLD MILITARY ROAD, AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 11° 21' 06" WEST 151 18 FEET; THENCE SOUTH 53° 19' 37" WEST 25 89 FEET TO THE NORTHERLY RIGHT-OF-WAY MARGIN OF SOUTH 160TH STREET; THENCE SOUTH 88° 38' 54" EAST ALONG SAID MARGIN 46 50 FEET TO THE WESTERLY MARGIN OF OLD MILITARY ROAD; THENCE NORTH 46° 21' 06" EAST ALONG SAID WESTERLY MARGIN 42 43 FEET; THENCE NORTH 00° 22' 45" EAST ALONG SAID WESTERLY MARGIN 100 47 FEET; THENCE NORTH 37° 57' 54" WEST ALONG THE SOUTHWESTERLY MARGIN OF OLD MILITARY ROAD 44 43 FEET TO THE POINT OF BEGINNING SITUATED IN KING COUNTY, STATE OF WASHINGTON CONTAINING AN AREA OF 6,379 SQUARE FEET MORE OR LESS /5t/1ANNIVERSARY L DC 1 nrngiveying Eneering Planning 20210 142nd Avenue NE Pk 425.806.1869 Woodinville, WA 98072 Fa 425.482.2893 vvww.I13Ceorp-com CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4.17.18 PREUMINARY CONSTRUCTION ENS 2 5,17-18 PRELIMINARY CONSTRUCTION AAL 3 7-31-18 FINAL CONSTRUCTION SRN 8828 RICHA- —. ALI STATE OF WASIONGTON 1° APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKVVILA, WA 98188 SHEET TITLE LEGAL DESCRIPTION SHEET NUMBER T-1.1 Developmera one clerk m oolADrownoe\construction\T18343CD—D P�\TnlAcem\?OM GENERAL NOTES: 1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS IS REQUIRED) 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY T-MOBILE TECHNICIANS. 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER. 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE -CONSTRUCTION CONDITION OR BETTER. 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO CONSULTANT. 13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 15. PROVIDE T-MOBILE WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE. FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO T-MOBILE. 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 17. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 18. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 19. VERIFICATION THAT EXISTING MONOPOLE CAN SUPPORT THE PROPOSED ANTENNA, COAX AND ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 20. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH. ALL AZIMUTHS MUST BE VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. LEGEND AND SYMBOLS: CHAIN LINK FENCE CEDAR FENCE POWER UNDERGROUND POWER TELCO UNDERGROUND TELCO OVERHEAD POWER BOUNDARY CENTERLINE REVISION BUG ELEVATION DETAIL NUMBER SHEET NUMBER SECTION BUG UCP BGT 09 PROPOSED ELEVATION 0'-0" AGL AT— —1A ABBREVIATIONS: AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ CLG CLR CMU COL CONC CONST CONT CTR DIA/ 0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FHFB FIN FIN FLR FLR FSMF FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FLEXI RRH 4-PIPE 1900 FINISH FINISH FLOOR FLOOR FLEXI MULTIRADIO SYSTEM MODULE FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP PCS PR PSI PSF PT RAD RD REINF REQ'D RM R/W SCHED SECT SF SIM SQ FT SS STD STL STRUC TEMP THK TMA T.O. TOS TOC TYP UNO VERT W/ VWVM JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOWER MOUNTED ANTENNA TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE MESH d•'..seen71‘/r.:j'1�• Teo T�a10 .racer si 8r , AUG 06 2010 Cell 2 Balinese Days Bel ore You Dig 1-800-424-5555 Utgtiea lklderrand Location Center (MONfANAWASHFICTON) Z LLJ ceQ 8 UU l5t/1 AN N I LDC IVERSARY SEnorvginezing ering Planning 20210 la2nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 FA. 423.482.2893 wv. .LOCcolp•oonl CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 417.18 PRELMINARY CONSTRUCTION ENS 2 517-18 PRELIMINARY CONSTRUCTION AAL 3 7-31-18 FINAL CONSTRUCTION SRN VRICHA- ., ALL STATE OF WASNINGTON- APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1.0 uornmuniry Development ings\const unUon\T18343CD g: P:\Telecom\2018\118-343 crown castle - BUILDING 2823049016 2223049043 I 2223049023 ADJACENT ZONING: CB-C (COMMUNITY BUSINESS URBAN CENTER) 2223049026 2223049042 2223049064 2223049055 2223049075 2223049054 2223049031 SURVEY DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. LOC HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. 5379801210- 5379801190- BUILDING 2223049068 BUILDING 2223049024 ADJACENT ZONING: RC (REGIONAL COMMERCIAL) (. PROPERTY �-W� LINE 460332- 302' TOWER SETBACK 1 x PARKING 2223049102 ZONING: RC (REGIONAL COMMERCIAL) 2223049015 BUILDING PARKING PROPOSED T-MOBILE ANTENNA MOUNTED ON AN EXISTING 96.9' MONOPOLE EXISTING T-MOBILE EQUIPMENT PAD WITHIN AN EXISTING FENCED COMPOUND PARKING BUILDING PARKING LANDSCAPING BUILDING PARKING PARKING 29' TOWER SETBACK PARKING -t LANDSCAPING "(EJ PROPERLY LINE 525.07Y- . EXISTING SITE ACCESS .T- i ON ADJACENT ZONING: R.O.W. 156' TOWER SETBACK TREES \ PARKING 2223049017 ADJACENT ZONING: RC (REGIONAL COMMERCIAL) 2223049030 BLDG SITE PLAN 22"x34" SCALE: 1" = 60' i 11"x17" SCALE: 1" = 120' 1 CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE 0 Z LU J 0 Q U8 /5IhANNIVERSARY L DC 1 Sr nrYeTinngineerigng Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx 425.482.2893 xww.LOCcorp.4om DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 5-17.18 PRELMINARY CONSTRUCTION AAL 0 TJ1.18 FINAL CONSTRUCTION SRN 8828 RICHA- - ALl t STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE SITE PLAN SHEET NUMBER A-1.0 Community 1ir-.1,cn{nFsmor# is and clot* m nopole\Drowings\conslruclion\T18343C 7 0 a EXISTING LANDSCAPING, TYP x X NOTE: • RF MODULES TO BE REMOVED: (4) FSMF AND (5) FBBC • RF MODULES TO REMAIN: (2) FSME AND (1) ESMB • UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED • ANTENNA PIPE MOUNTS REQUIRE PIPE TO PIPE THREADED ROD CLAMP EXTENSIONS TO ALLOW ANTENNA EDGE TO CLEAR HORIZONTAL MOUNT • KEEP ALL EXISTING CABLING • EXISTING OTHER CARRIER ANTENNA ARRAYS AND BIRD EXCLUDER NOT SHOWN FOR CLARITY • REMOVE EXISTING (2) ULTRASITE EQUIPMENT CABINETS AND RELOCATE EXISTING (1) FCOA NEXT TO POWER CABINET • RF MODULES WITHIN EXISTING FCOA: (4) ABIA, (2) ASIA, (2) AMOB. RF MODULES INSTALLED IN NEW FCOA: (1) AMOB, (1) ABIL, (1) ASIK EXISTING 45.-0" FENCED COMPOUND x • EXISTING OTHER CARRIER EQUIPMENT PAD x x o /p EXISTING BOLLARD, TYP J x x x EQUIPMENT PAD x 0 x SECTOR 4 : 90° O Oa Oo Q a oa ,. wLw r� �•1 r �, • 7.s 0 r ss� AUG 00218o Community asoa Development CONSTRUCTION PLAN KEYED NOTES 1 PROPOSED T-MOBILE AHLOA UNIT MOUNTED TO ANTENNA MOUNT 1 (3 TOTAL). OEXISTING T-MOBILE EQUIPMENT CONCRETE PAD (TO REMAIN). 4> EXISTING T-MOBILE FHFB UNIT MOUNTED TO ANTENNA MOUNT (TYP OF 1 PER SECTOR, 5 TOTAL TO REMAIN). EXISTING 96.9' MONOPOLE (TO REMAIN). EXISTING T-MOBILE PANEL ANTENNA (4 TOTAL TO REMAIN). EXISTING T-MOBILE PLATFORM ANTENNA MOUNT (TO REMAIN). 8 EXISTING T-MOBILE FRIG UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO REMAIN). 09 EXISTING 6'-0" HIGH CHAIN LINK FENCE (TO REMAIN). 10 EXISTING CHAIN LINK ACCESS GATE, TYP (TO REMAIN). 11 EXISTING T-MOBILE FRIJ UNIT MOUNTED TO ANTENNA MOUNT (2 TOTAL TO REMAIN). 12 PROPOSED T-MOBILE FFHH-65C-R3 NY PANEL ANTENNA (3 TOTAL). 13 EXISTING T-MOBILE TMA MOUNTED TO ANTENNA MOUNT (6 TOTAL TO REMAIN). 14 PROPOSED T-MOBILE FRIJ MOUNTED TO ANTENNA MOUNT (1 TOTAL). 15 EXISTING T-MOBILE ICE BRIDGE (TO REMAIN). 16 PROPOSED T-MOBILE FHFB MOUNTED TO ANTENNA MOUNT 4 (1 TOTAL). 17 EXISTING T-MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (TYP 4 PER SECTOR, 20 TOTAL TO REMAIN). WV 18 EXISTING T-MOBILE PANEL ANTENNA (4 TOTAL TO BE REPLACED). 19 PROPOSED T-MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (4 TOTAL). 20 EXISTING T-MOBILE GPS ANTENNA, TYP (TO REMAIN). 22 EXISTING T-MOBILE TELCO ENCLOSURE (TO REMAIN). 23 EXISTING T-MOBILE TRANSFER SWITCH & LOAD CENTER / SUB -PANEL (TO REMAIN). 24 EXISTING T-MOBILE GENERATOR RECEPTACLE (TO REMAIN). 25 EXISTING T-MOBILE METER BASE (TO REMAIN). 26 PROPOSED T-MOBILE MODULES MOUNTED WITHIN PROPOSED NY CABINET (SEE NOTE FOR MODELS & QUANTITIES). 27 PROPOSED T-MOBILE HBXX-3319DS-A2M PANEL ANTENNA (2 TOTAL). 26 PROPOSED FCOA RADIO CABINET (1 TOTAL) 29 EXISTING T-MOBILE RAYCAP COVP BOX MOUNTED TO RING MOUNT (2 TOTAL TO REMAIN). 30 PROPOSED T-MOBILE PIPE TO PIPE MOUNT (1 TOTAL). 0 31 EXISTING T-MOBILE RAYCAP COVP BOX MOUNTED TO H-FRAME NEAR CABINETS (2 TOTAL TO REMAIN). 32 EXISTING T-MOBILE EQUIPMENT CABINET (2 TOTAL TO REMAIN). ENLARGED SITE PLAN 22"x34" SCALE: 3/8" = 1-0" i 11"x17" SCALE: 3/16" =1 '-0" 1 SITE NOTES 1. VERIFY ANTENNA MODELS, HEIGHTS & AZIMUTHS. 2. ANALYSIS OF MONOPOLE SHALL BE PERFORMED BY OTHERS AND STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. 4. KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE. 5. IF SAFETY CLIMB LINE IS OBSTRUCTED, SITE MAY REQUIRE MAN LIFT OR CRANE. CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE l5h18ANNIVERSARY LDC 1 :,.gineo.eying .ng Planning 20210 la2nd Avenue NE P16 425,806.1869 Woodinville, WA 98072 Fa. 425.482.2893 www.IDCcolp.ca n DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4.17.18 FREUMINARY CONSTRUC110N ENS 2 5-17.18 PREUMINARY CONSTRUC11ON AAL 3 7.31.18 FINAL CONSTRUCTION SRN APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2.0 NOTE: CONSTRUCTION PLAN KEYED NOTES on\T18343CD—A3-0.dwg and clark monopole \ Dr Drawing: P:\Telecom\2018\118— • RF MODULES TO BE REMOVED: (4) FSMF AND (5) FBBC • RF MODULES TO REMAIN: (2) FSME AND (1) ESMB • UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED • ANTENNA PIPE MOUNTS REQUIRE PIPE TO PIPE THREADED ROD CLAMP EXTENSIONS TO ALLOW ANTENNA EDGE TO CLEAR HORIZONTAL MOUNT • KEEP ALL EXISTING CABLING • REMOVE EXISTING (2) ULTRASITE EQUIPMENT CABINETS AND RELOCATE EXISTING (1) FCOA NEXT TO POWER CABINET • RF MODULES WITHIN EXISTING FCOA: (4) ABIA, (2) ASIA, (2) AMOB. RF MODULES INSTALLED IN NEW FCOA: (1) AMOB, (1) ABIL, (1) ASIK TOP OF EXISTING BIRD EXCLUDER 105.5 AGL j� TOP OF EXISTING LIGHTNING ROD V 104.7' AGL TIP HEIGHT OF EXISTING AND • PROPOSED T-MOBILE ANTENNAS Y 100.0' AGL RAD CENTER OF PROPOSED T-MOBILE ANTENNAS 9. 97.7' AGL RAD CENTER OF PROPOSED T-MOBILE ANTENNAS 96.0' AGL a b TOP OF EXISTING MONOPOLE 96.9' AGL EXISTING OTHER CARRIER MICROWAVE (TO REMAIN) EXISTING OTHER CARRIER ANTENNA ARRAY (TO REMAIN) FINISH GRADE 0.0' AGL TOP OF EXISTING BIRD EXCLUDER Y 105.5' AGL TOP OF EXISTING LIGHTNING ROD CIF 104.7' AGL TIP HEIGHT OF EXISTING T-MOBILE ANTENNAS 100.0' AGL RAD CENTER OF EXISTING T-MOBILE ANTENNAS CIF 96.0' AGL ij n 0 EXISTING 45'-0" FENCED COMPOUND RAD CENTER OF EXISTING T-MOBILE ANTENNAS \97.5' AGL TOP OF EXISTING MONOPOLE 96.9' AGL EXISTING OTHER CARRIER MICROWAVE (TO REMAIN) EXISTING OTHER CARRIER ANTENNA ARRAY (TO REMAIN) FINISH GRADE 0.0' AGL OPROPOSED T-MOBILE AHLOA UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL). EXISTING 96.9' MONOPOLE (TO REMAIN). % EXISTING T-MOBILE PLATFORM ANTENNA MOUNT (TO REMAIN). O EXISTING T-MOBILE FRLB UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO BE REMOVED). OEXISTING T-MOBILE FRIG UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO REMAIN). • EXISTING 6'-0" HIGH CHAIN LINK FENCE (TO REMAIN). 10 EXISTING CHAIN LINK ACCESS GATE, TYP (TO REMAIN). 11 EXISTING T-MOBILE FRIJ UNIT MOUNTED TO ANTENNA MOUNT NZ (2 TOTAL TO REMAIN). 12 PROPOSED T-MOBILE FFHH-65C-R3 PANEL ANTENNA (3 TOTAL). WIC1 13 EXISTING T-MOBILE TMA MOUNTED TO ANTENNA MOUNT (6 TOTAL TO REMAIN). 14 PROPOSED T-MOBILE FRIJ MOUNTED TO ANTENNA 0 4 MOUNT (1 TOTAL). 15 EXISTING T-MOBILE ICE BRIDGE (TO REMAIN). 16 PROPOSED T-MOBILE FHFB MOUNTED TO ANTENNA MOUNT NY (1 TOTAL). 17 EXISTING T-MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (TYP 4 PER SECTOR, 20 TOTAL TO REMAIN). 18 EXISTING T-MOBILE PANEL ANTENNA (4 TOTAL TO BE REPLACED). 19 PROPOSED T-MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (4 TOTAL). 20 EXISTING T-MOBILE GPS ANTENNA, TYP (TO REMAIN). 21 EXISTING T-MOBILE ULTRASITE EQUIPMENT CABINET (2 TOTAL TO BE REMOVED). VErF 1 9 r AUG 06 2U10 Axra WSW Community Development 26 PROPOSED T-MOBILE MODULES MOUNTED WITHIN PROPOSED CABINET (SEE NOTE FOR MODELS & QUANTITIES). 27 PROPOSED T-MOBILE HBXX-3319DS-A2M NV PANEL ANTENNA (2 TOTAL). 28 PROPOSED FCOA RADIO CABINET (1 TOTAL) 29 EXISTING T-MOBILE RAYCAP COVP BOX MOUNTED TO RING MOUNT (2 TOTAL TO REMAIN). " EXISTING T-MOBILE RAYCAP COVP BOX MOUNTED TO H-FRAME NEAR CABINETS (2 TOTAL TO REMAIN). 32 EXISTING T-MOBILE EQUIPMENT CABINET (2 TOTAL TO REMAIN). PROPOSED SOUTH ELEVATION (LOOKING NORTH) i 22"x34" SCALE: 1/8" = 1'-0" i 11"x17" SCALE: 1/16" = 1'-0" 2 EXISTING SOUTH ELEVATION (LOOKING NORTH) 22"x34" SCALE: 1/8" = 1'-0" i 11"x17" SCALE: 1/16" = 1-0" 1 SITE NOTES 1. VERIFY ANTENNA MODELS, HEIGHTS & AZIMUTHS. 2. ANALYSIS OF MONOPOLE SHALL BE PERFORMED BY OTHERS AND STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. 4. KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE. 5. IF SAFETY CLIMB LINE IS OBSTRUCTED, SITE MAY REQUIRE MAN LIFT OR CRANE. CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE 5thANNIVERSARY L DC Ser EnYeTing gineering Planning 20210 142nd Avenue NE Ph 925.806.1869 Woodinville, WA 98072 Ex. 425.482.2893 www.LOCeorp.enn DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4.17.18 PRELIMINARY CONSTRUC710N ENS 2 517.18 PRELIMINARY CONSTRUCTION AAL 2 741.18 FINALCONSTRLICTION SRN 8828 RICHA- • ALI STATE OF WASIRNGTON ( \m APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE ELEVATIONS SHEET NUMBER A-3.0 ■�mmrr���[[{���jji �I!IIInl1=11IN ���Ifflll' pp IN ,) w ¢ rli! IWilli lool�II 'I iigilli�• AWSIIII�IIIIII6111111�iI ltlI. / a 0 w MANUFACTURER: NOKIA MODEL: ASIA UNIT DIMENSIONS: 8.6"x14.2"x1.7" (UNIT ONLY) WEIGHT: 6.6 LBS (UNIT ONLY) MANUFACTURER: NOKIA MODEL: ABIA UNIT DIMENSIONS: 8.6"x14.2"x1.1" (UNIT ONLY) WEIGHT:4.4LBS(UNITONLY) SYNC OUT RF1 - RF2 RF3 RF4 RF5 RF6 0 00 0 / DC IN EAC SRIO1 EIF3 EIF1 EIF5 '"�� 88o§ `,I"—Fg �0 e( �. �: 0 U (_�y 40 N��I B�_ a ao �6 O .�i1 e O 0O 00 C 1 » rry v SEI1 EIF2 0000000 00 00 00 00 00 00 00 00 0000 00 00T 000 00 00 O GROUNDING MANUFACTURER: NOKIA MODEL: AMOB UNIT DIMENSIONS: 12.2"x17.6"x23.8" WEIGHT: 50.7 LBS (UNIT ONLY) SEI2 EIF4 LMP SYNC IN SR102 AMOB DETAIL 6 ABIA DETAIL (ABIL SIMILAR) 5 ASIA DETAIL (ASIK SIMILAR) 4 I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. '..-..'asI AU3 1�Community rc'Vc:VNii`tcv 30.3" 30.3" 1 e»..:.......... 3:It w 60 .cc Sit .. r�F] : i- sCC:I I6SI�" `I • RIGHT FRONT • .may ' "' " .f — OUTDOOR BTS CABINET CLEAR SIDES: 0" 0 2 10 6 {i MANUFACTURER: NOKIA FCOA CLEAR REAR: 12" CLEAR FRONT: 30.3" FULLY LOADED WEIGHT: 3,100 LBS NOT USED 3 NOT USED 2 ti FCOA CABINET DETAIL 1 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 1 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I5111ANNIVERSARY L DC I SE"n eYing Engineering Planning 20210 142nd Avenue NE Pia 425.806.1869 Woodinville, WA 98072 FA 425.482.2893 wvvw.LOCcorp.com w O 0 0 z 0 2 cc CO Ce U 0 w P3 lh Ce CO 0 w 1- 0 0 DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 6.17-18 PRELIMINARY CONSTRUCTION ENS 2 517-10 PRELIMINARY CONSTRUCTION AAL 3 7-31-18 FINAL CONSTRUCTION SRN 8828 RICMA' •T ALI STATE OF WASHINGTON s APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.0 Jul 31. 2018 - 11:07om RXO RXO 4 3 RET EAC OPT D 2 OPT RXO 1 2 RXO 1 @ Q MANUFACTURER: NOKIA MODEL: FRIJ F WEIGHT: TBD DIMENSIONS: MOUNTING KIT: MOUNTING KIT PROVIDED r I14=-1 ®.T( Tv 0 Iy.F ` ICI , O�i'' I tali O • . DK®j N NAIN EZ tii:_e. 0 REOMIDA :11 - a �a- I f1>�i-,� If�t � � 1 I�- • n' n r ANT 4 ANT 3 ANT 2 ANT 1 O o °, n MANUFACTURER: NOKIA MODEL: FHFB UNIT DIMENSIONS: 23.0"x12.6"x7.8" (UNIT ONLY) WEIGHT: 51 LBS (WITH LOWER BRACKET)1 DIMENSIONS: 34.3"x12.6"x7.8" (W/ MOUNTING BRACKETS) WEIGHT: 68.5 LBS (W/O SOLAR AND MOUNTING SHROUD) MOUNTING KIT: MOUNTING KIT PROVIDED 1 NOT USED 6 FHFB DETAIL 5 FRIJ DETAIL 4 I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 1 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. • vg, AA 1 PROPOSED DIPLEXER , �-1 4 PIPE BRACKET PER MFR. OPPOSITE SIDE ` NUT LOCK WASHER . FLAT WASHER PIPE BRACKET PER MFR. RRUS SIDE HEX BOLT MOUNTING PIPE MANUFACTURER: COMMSCOPE MODEL: ECC1920-VPUB WEIGHT: 7.9 LBS DIMENSIONS: 7.6"x7.3"x2.6" MOUNTING KIT: MOUNTING KIT PROVIDED VALMONT PART N0. DCP12K OR APPROVED EQUIVALENT 1�`= 1■1 1■1 lo -_ 11111 1■1 5" O.D. MAX MOUNTING PIPE I - L _ (C> MOUNTING PLATE 7.3" 2.6" --� 1111 6 n N.�® 0 I1.1 1.1 D7 ti 7 a V.. i Ewa 8�� u� ➢..0 "1+ad r4T4....fd c6 WNW'"O.D. AUG 06 ���� Community Development MIN ANTENNA SIZE f✓ DIPLEXER MOUNTING DETAIL 3 DIPLEXER DETAIL 2 PIPE TO PIPE MOUNT DETAIL I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. ZJ cc Q UU 15hh1ANNIVERSARY Lc SEnrve n7ing gineering Planning 20210 142nd Avenue NE Ph 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 .ww.wCeorp.emn DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17.18 PRELIMINARY CONSTRUCTION ENS 2 517.18 PRELIMINARY CONSTRUCTION AAL 3 7.31.18 FINAL CONSTRUCTION SRN 8828 RICHA' ALL STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.1 1 1 •_ / 0 \ OPT2 EXISTING UNIT �,. Ill • ' . M10x120x105mm FMFA (IF APPLICABLE) J��1 J FIXING FPKA MOUNTING BRACKET M8x120 BOLT BOLT POINTS 0 D OPT1 - ,-1--..0 I DCIN RET EAC PKA MOUNTING BRACKET 1 \ \ I , 1 .. GND d— �I�I .�rl I 1 , , / 'I'ul' full Ali llil�l'�iI. �ind'' 2'7r, hI iJ'I u9 ll'1' u t�,"I PROPOSED UNIT \ �I. ®® i \�� C ANTI _ _. • , d► .. C % ANT2 ANT3 �� i 1I. - • , ,� 00 T ° ANT4 i� �k.li ELEVATION r PLAN / � �• C\`� � ®<I) \ • ��� I Imo• t� Ak � � > ' �'� \ I \�� ,A.,`_-,, I MANUFACTURER: NOKIA MODEL: AHLOA WEIGHT: 83.8 LBS 1 / J DIMENSIONS: 22.0"x7.4"x12.1" NOTE: • AHLOA, FHFB, AND FRIJ TO BE MOUNTED VERTICALLY ONLY • MOUNTING PIPE NOT SHOWN FOR CLARITY AHLOA DETAIL 6 RADIO MOUNTING DETAIL 5 FPKA MOUNTING DETAIL 4 I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 25.2" 9.3" PARTS. MANUFACTURER:COMMSCOPE MODEL: HBXX-3319DS-A2M MANUFACTURER: COMMSCOPE ITEM QTY DESCRIPTION WEIGHT: 38.1 LBS DIMENSIONS: 57.0'k22.2'k4.9" FREQUENCY: REFER TO RFDS SHEET MODEL: FFHH-65C-R3 • WEIGHT: 127.6 LBS DIMENSIONS: 95.9'X25.2'X9.3" FREQUENCY: REFER TO RFDS SHEET • �, 't a • 0 © 0 1 ADAPTER, POLE, LOWER Q2 © 0 1 BRACKET, DOWNTILT, POLE 03 1 BRACKET, DOWNTILT, ANTENNA 22.2" 25.2" O •k.,,, © ® 6 1/2 X 1 HEX HEAD BOLD ,`1 ' ii .� p5 6 1/2 SPLINT WASHER , \1` x�ll © 2 5/16 X 1 HEX HEAD BOLT I► OICy 1 ., OPTIONAL ® 2 5/16 SPLIT WASHERW Aa �. e DONTILT © 4 1/2" THREADED ROD © BRACKET ® 8 1/2" SPLIT WASHER 22.2" 4.9" 10 12 1/2" NUT .0. .9r `I�0 1 O O PANEL NOTES . m c ` .as a;ANTENNA(TYP) TOP b uri C7 4 FRONT ` SIDE ANTENNA SPECIFICATIONS 3 ANTENNA SPECIFICATIONS 2 ANTENNA MOUNTING DETAIL I 22"x34" SCALE: 1" = 1-0" I 11"x17" SCALE: 1/2" = 1'-0" I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1'-0" I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. w O 0 z 0 2 0 cn 90 u 0 I5111ANNIVERSARY LDC SEnrnginveTe'ng eering Planning 20210 192nd Avenue NE Ph 925.806.1869 Woodinville, WA 98072 Fa. 025.982.2893 ..w.v.weeoLp.eun DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 9.17.18 PRELIMINARY CONSTRUCTION ENS 2 517.18 PRELIMINARY CONSTRUCTION AAL 3 7.31.16 FINAL CONSTRUCTION SRN 8828 RICMA'I' ALL STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5.0 Jut 31. 2018 — 11:07orn gn\construction\T18343CD—RF 1— PROPOSED ANTENNA CONFIGURATION SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 1 1 30° ANDREW HBXX-3319DS-A2M - 97.7' - 57.0" 0° 2 MID -CAP 125' 1 60° COMMSCOPE FFHH-65C-R3 96.0' 95.9" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 2 1 170° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID 1 200° COMMSCOPE FFHH-65C-R3 96.0' 95.9" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 3 1 -- 280° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID 1 310° COMMSCOPE FFHH-65C-R3 96.0' 95.9" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 4 1 90° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 5 1 230° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 6 1 340° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID TASK SUBMITTED ON: 04/27/18 2 MID -CAP 125' 6 7/8" 120' NOTE: • RF MODULES TO BE REMOVED: (4) FSMF AND (5) FBBC • RF MODULES TO REMAIN: (2) FSME AND (1) ESMB • UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED ANTENNA PIPE MOUNTS MAY REQUIRE PIPE TO PIPE THREADED ROD CLAMP EXTENSIONS TO ALLOW ANTENNA EDGE TO CLEAR HORIZONTAL MOUNT • KEEP ALL EXISTING CABLING PROPOSED T-MOBILE AHLOA UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL) EXISTING T-MOBILE RAYCAP COVP BOX MOUNTED TO RING MOUNT (2 TOTAL TO REMAIN) EXISTING T-MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (TYP 4 PER SECTOR, 20 TOTAL TO REMAIN) PROPOSED T-MOBILE HBXX-3319DS-A2M PANEL ANTENNA (2 TOTAL) PROPOSED T-MOBILE FFHH-65C-R3 PANEL ANTENNA (3 TOTAL) EXISTING T-MOBILE FRIG UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO REMAIN) • EXISTING OTHER CARRIER ANTENNA ARRAYS AND BIRD EXCLUDER NOT SHOWN FOR CLARITY • REMOVE EXISTING (2) ULTRASITE EQUIPMENT CABINETS AND RELOCATE EXISTING (1) FCOA NEXT TO POWER CABINET • RF MODULES WITHIN EXISTING FCOA: (4) ABIA, (2) ASIA, (2) AMOB. RF MODULES INSTALLED IN NEW FCOA: (1) AMOB, (1) ABIL, (1) ASIK EXISTING T-MOBILE FRIJ UNIT MOUNTED TO ANTENNA MOUNT (2 TOTAL TO REMAIN) EXISTING T-MOBILE PANEL ANTENNA (4 TOTAL TO REMAIN) EXISTING T-MOBILE TMA MOUNTED TO ANTENNA MOUNT (6 TOTAL TO REMAIN) EXISTING T-MOBILE PLATFORM ANTENNA MOUNT (TO REMAIN) EXISTING MONOPOLE (TO REMAIN) EXISTING T-MOBILE FHFB UNIT MOUNTED TO ANTENNA MOUNT (TYP OF 1 PER SECTOR, 5 TOTAL TO REMAIN) PROPOSED T-MOBILE FHFB MOUNTED TO ANTENNA MOUNT (1 TOTAL) PROPOSED T-MOBILE FRIJ MOUNTED TO ANTENNA MOUNT (1 TOTAL) SECTOR 4 : 90° PROPOSED ANTENNA CONFIGURATION i 22"x34" SCALE: 1/2" = 1'-0" i 11"x17" SCALE: 1/4" = 1'-0" 2 EXISTING ANTENNA CONFIGURATION SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX O COAX LENGTH 1 1 30° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 2 MID -CAP 125' 1 60° ANDREW SBNHH-1065C-SR 96.0' 96.5" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 2 1 200° ANDREW TMBXX-6516-A2M 97.5' 59.5" 0° 0 MID -CAP 1 200° ANDREW SBNHH-1D65C-SR 96.0' 96.5" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 3 1 280° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 MID -CAP 1 310° ANDREW SBNHH-1D65C-SR 96.0' 96.5" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 4 1 90° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 MID -CAP SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 5 1 340° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 MID -CAP TASK SUBMITTED ON: 04/27/18 2 MID -CAP 125' 6 7/8" 120' EXISTING T-MOBILE FRIJ UNIT MOUNTED TO ANTENNA MOUNT (2 TOTAL TO REMAIN) EXISTING T-MOBILE PANEL ANTENNA (4 TOTAL TO BE REPLACED) EXISTING T-MOBILE RAYCAP COVP BOX MOUNTED TO RING MOUNT (2 TOTAL TO REMAIN) EXISTING T-MOBILE FRLB UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO BE REMOVED) EXISTING T-MOBILE FRIG UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO REMAIN) 7 EXISTING T-MOBILE PANEL ANTENNA (4 TOTAL TO REMAIN) EXISTING T-MOBILE TMA MOUNTED TO ANTENNA MOUNT (6 TOTAL TO REMAIN) EXISTING T-MOBILE PLATFORM ANTENNA MOUNT (TO REMAIN) EXISTING MONOPOLE (TO REMAIN) EXISTING T-MOBILE FHFB UNIT MOUNTED TO ANTENNA MOUNT (TYP OF 1 PER SECTOR, 5 TOTAL TO REMAIN) EXISTING T-MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (TYP 4 PER SECTOR, 20 TOTAL TO REMAIN) (SECTOR 4 : 90° EXISTING ANTENNA CONFIGURATION Will Ufi I 22"x34" SCALE: 1/2" = 1-0" i 11"x17" SCALE: 1/4" = 1'-0" 1 CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE Zw o n ccQ UU 8 J51/7ANNIVERSARY LDC SEngine";g7eing ering Planning 20210 142nd Avenue NE Ph 425.806.1869 Woodinville, WA 98072 FA. 425.482.2893 wvw.LDCcurp.c°m DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY at 7-18 PRELIMINARY CONSTRUCTION ENS 2 St]-18 PRELIMINARY CONSTRUCTION AAL 7.31-18 FINAL CONSTRUCTION SRN APPROVAL STAMP SITE SE030248 LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF-1.0 Community n 4111 n i" EN as, n o.:S 6Sector_l Octol Quad.jpg RIFE) (Alpha) FHFO LTE AWS.PCSI UAATS PCS (Alpha Senod 11 10 9 AM LOA foams COW GSM PCS WATSAWS Alpha S .1(or Alpha 32510 p900 aa. • 8P J290 Orb eam4ea PHFB COMM Aun uur5 IRA PWS um IS I Sur rn Delta Epsilon Zeta LTE AWS.PCSI UMTS PCS (Dole Sena) 4 8 2 1 29519 1975 Legend AW6 n arcs — FRIG AUG Devu NSN CONFIGURATION DIAGRAM 22"x34" SCALE: N 1 S. 11"x17" SCALE: N 1 S CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE 0 1 (f) Z Z 0 (n Q UU LDC ISurveying Engineering Planning :0210 142nd Avenue NE ttuodlnvl Ile. WA 98072 Ph 425.806.1869 FA 425.082.2893 weA9.IDCcarp.con. DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 547-18 PRELIMINARY CONSTRUCTION AOL T31-18 PINAL CONSTRUCTION SRN 8828 RICMA' ALL STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF-2.0 ga\conatraction\T 18343CD—E I —O.dwg and clork monopole \ Oro 8 P:\Telecom\2018\11 x x x x x n x x x x +/ n D C 1 GROUNDING KEYED NOTES 01 EXISTING GROUND RING AT BASE OF MONOPOLE (FIELD VERIFY). O EXISTING MGB AT BASE OF MONOPOLE. 03 EXISTING AGB AT ANTENNAS. .0 EXISTING AGB CONNECTED TO MGB WITH (2) #2 BTCW. O PROPOSED T-MOBILE ANTENNA PER PLAN, TYP. O EXISTING MONOPOLE. Elk AN 8 CONNECT PROPOSED EQUIPMENT WITH #2 BTCW TO AGB NY (TYPICAL AT EACH UNIT). GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANTE PAINT B350W3 OR EQUAL. SEE 1/E-2.0 FOR TYPICAL CONNECTIONS. 4. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 3. ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 4. ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 7. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 & 36. GROUNDING LEGEND • • • GROUND BAR GROUND INSPECTION WELL COPPER GROUND ROD COMPRESSION LUG CADWELD CONNECTION SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM SCHEMATIC ANTENNA GROUNDING PLAN 22"x34" SCALE: 1/2" = 1'-0" i 11"x17" SCALE: 1/4" = 1'-0" 1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE SERVICES ARE STRICTLY PROHIBITED. D y w i b .Lra 6.r% iw m d 6r. AUG 06 2010 Community Development CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE r5/1iANNIVERSARY LDC 1 SEEnnrygieYinng eering Planning 20210142nd Avenue NE Ph 025.806.1869 Woodlnvilk, WA 98072 Fa. 425.482.2893 ww.v.LDCaorp.corn DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 0.17.18 PRELIMINARY CONSTRUCTION ENS 2 5.17.18 PRELIMINARY CONSTRUCTION AAL 3 7.31.18 FINAL CONSTRUCTION SRN 8828 RICHA- •T ALI STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1.0 Plotted: Jul 31. 2018 0000 0 O o00o o o o o o o o o o o COO O O 0 0 NEW COAXIAL GROUND KITS W/LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) NEW 4"x20"x1/4 THK COPPER GROUND BAR INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 0 0 0 0 0000 000 0 0 0 0 0 0 0 0 I°I LI O 20" MGB OR 10" ANTENNA AGB FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) NOTE 1. COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL. 2. ALL EXISTING & NEW TOWER GROUNDING BARS SHALL BE ATTACHED DIRECTLY TO THE TOWER WITHOUT ISOLATORS. NO WELDING OR DRILLING PERMITTED. 3. EXISTING HOME RUN GROUND(S) TO BE REMOVED. STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER O 0 0 O PANI SCHEME SPECIFICATIONS: V 0 O 0 PRODUCER (P) CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE GENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT. ABSORBER (A) CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND. NON -ISOLATED (N) CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT ISOLATED (I) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB) FOR IBN EQUIPMENT 0000's6 O 0000, O.O 0 0 0 1 0 0 0 QO i 0 TWO HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16x1/4" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE 'TWO HOLE LUG, TO BE USED WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, TO ANTENNA STRUCTURE, BUILDING RING GROUND OR MGB NOTE *GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. TYPICALLY 12"TO24" 120" MAX ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT 2 1/2" 0 MAX #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 AND 2 NOTES 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO HOLE LUG. 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE CONNECTOR GROUND BAR 22"x34" SCALE: 3/16" = 1'-0" l 11"x17" SCALE: 3/32" = 1'-0" 6 GROUND BAR CONNNECTION 225(34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1-0" 5 CABLE GROUNDING DETAIL 22"x34" SCALE: 2" = 1'-0" I 11"x17" SCALE: 1" = 1'-0" 4 Mowing: P:\Telecom\2018\118-343 RX2 JUMPER REQUIRED ONLY FOR 1-5/8"0 COAX OR FOR EASE OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT (TYP) SEE NOTE 2 ANTENNA CABLE TO BTS EQUIPMENT (TYP) TO ANTENNAS TX1/RX1 - � #6 AWG NOTES 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHERPROOFING SHALL BE ANDREWS. (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) WEATHERPROOFING KIT (TYP) STANDARD GROUND KIT (TYP) SEE NOTE. COPPER ANTENNA GROUND BAR, ATTACHED DIRECTLY TO TOWER WITHOUT ISOLATOR. NO WELDING OR DRILLING PERMITTED. _ -- TO GROUND RING =- r aP AUC Co Dev �a ` 4 R ..� J a. 06 2 �� TYPE TA op TYPE W • TYPE GT 41 TYPE VN .„,„., „, . , TYPE NC Q„,,. TYPE SS TYPE VS TYPE VB TYPE PT Lb TYPE GY TYPE GR TYPE GL T,munity I opmenl ANTENNA GROUND BAR 22"x34" SCALE: 1 1/2" = 1'-0" i 11"x17" SCALE: 3/4" = 1'-0" 3 NOT USED 22"x34" SCALE: N.T.S. 11"x17" SCALE: N.T.S. 2 TYPICAL CALDWELD CONNECTIONS 22"x34" SCALE: N.T.S. i 11"x17" SCALE: N.T.S. 1 CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE 15F/IANNIVERSARY LDC 1 gEnnrgineeveying ring Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fa. 425.482.2893 r+vw.LDCeorp.emn DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY a-17.18 PRELIMINARY CONSTRUCTION ENS 2 5.17-18 PRELIMINARY CONSTRUCTION AAL 3 741-10 FINAL CONSTRUC110N SRN 8828 RICHA- ALL STATE OF WASIUNSTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2.0