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Permit PL13-0045 - APERION LLC - VERIZON WIRELESS COMMUNICATION FACILITIES
VZW @SEAQ ORILLA (AWS MOD) 18800 ORILLA ROAD S PL13-0045 L13-0046 WIRELESS COMMUNICATION FACILITIES City of Tukwila Department of Community Development TO: Melssa Helland Apeiron Real Estate, Inc. 17030 4th Ave. SE Bothell, WA 98012 melissa@apeiron-re.com December 10, 2013 NOTICE OF DECISION Tom Paine King County 7277 Perimeter Rd. S. Seattle, WA 98108 Jim Haggerton, Mayor Jack Pace, Director This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number Applicant Type of Permit Applied for Project Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District: L PROJECT INFORMATION L13-0046, PL13-0045 Melissa Helland, for Apeiron , LLC Type 1 Wireless Telecommunications Facilities Permit Approval of a Type I Wireless Communication Facilities Permit in order to add (3) new antennas [(2) 2' & (1) 4'0], (3) Remote Radio Units, (1) Surge Protector, & (1) hybrid fiber/power cable to existing 60' monopole. The proposal includes replacement of existing mounting system located on the tower. No ground disturbance or expansion of the existing compound is proposed. Parcel Number: 352304-9037. The site address is 18800 Orillia Rd. S, Tukwila, WA 98188. N/A Tukwila Valley South (TVS) II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. MB W:\Users\Max\Wireless facility NOD.doc Page 1 of 3 12/10/2013 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Decision on Substantive Permit: The City Community Development Department has determined that the application for a Type 1 Wireless Communications Facility does comply with applicable City and state code requirements and has approved that application without conditions. 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, that is by December 24, 2013. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $541 plus retainer. 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. MB Page 2 of 3 12/10/2013 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 Max Baker, who may be contacted at 206-431-3662 or via email at max.baker@tukwilawa.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. b LA -6 Department of Community Development City of Tukwila MB Page 3 of 3 12/1012013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTIFICATION: FILE NUMBER: APPLICANT: PROPERTY OWNER: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: ATTACHMENTS: Vicinity/Site Information Project Description SM 1 W:\UsersVvlax\Wireless Facility SR.doc STAFF REPORT TO THE DIRECTOR PREPARED December 3, 2013 Notification is not required for a Type I land use application. L13-0046, PL13-0045 Melissa Helland, for Apeiron Real Estate, Inc. King County Approval of a Type I Wireless Communication Facilities Permit in order to add (3) new antennas [(2) 2' & (1) 4'0], (3) Remote Radio Units, (1) Surge Protector, & (1) hybrid fiber/power cable to existing 60' monopole. The proposal includes replacement of existing mounting system located on the tower. No ground disturbance or expansion of the existing compound is proposed. Parcel Number: 352304-9037. The site address is 18800 Orillia Rd., Tukwila. N/A Exempt Tukwila Valley South (TVS) Tukwila Valley South (TVS) Maxwell Baker, Planning Intern Project Plans for Permit L13-0046 FINDINGS Page 1 of 4 12/10/2013 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 The applicant is requesting approval of a Type I Wireless Communication Facilities [WCF] Permit to replace equipment on an existing tower located at 18800 Orillia Rd. The project includes adding (3) new antennas [(2) 2' & (1) 4'], (3) Remote Radio Units, (1) Surge Protector, & (1) hybrid fiber/power cable to the existing 60' monopole. In order for the existing monopole to accommodate the additional antennas, applicant will need to replace the existing antenna mounting system currently located on the tower. The new antenna color will match or will be painted to match the color of the existing monopole. No ground disturbance or expansion of the existing compound is proposed. Existing Development This monopole is preexisting. Surrounding Land Uses The property and the surrounding parcels are zoned TVS. BACKGROUND In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides specific location and design requirements for the placement of WCF within the City of Tukwila. The WCF being modified is preexisting. Previous permits: L99-0062, L2000-012, D07-023, L09-058. 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 Permit Required, Based on Type of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Transmission Tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) (2) (3) 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 Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. MB 1 W;\Users\Max\Wireless Facility SR.doc Page 2 of 4 12/10/2013 The applicant is adding additional antennas to an existing tower. This decision does not require the use of any new facilities for placement of the new antennas. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards listed under TMC 18.58.070 and 18.58.090. Table B Design Standards Project does comply Project does not comply Not Applicable 1. Generators must comply with TMC 8.22 regarding noise. The applicant has not proposed a new generator. 2.Business License Requirement Verizon has applied for a business license (00004523). 3. Only safety signage must be placed on the WCF. The applicant does not propose any signage. 4. Accommodations for parking for maintenance personnel must be provided. Parking is not affected by this modification. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. 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. No new buildings or structures are proposed. 7. Antennas shall have the same color scheme as the structure they are located on. These antennas will be located on a utility tower, therefore this criteria does not apply. 8. WCF poles and towers shall only have safety lights if required by a government agency. No lighting is proposed. 9. No advertising is permitted on WCF No advertising is proposed. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. No change to the existing equipment enclosure is proposed. MB 1 W:\Users\Max\Wireless Facility SR.doc Page 3 of 4 12/10/2013 11. When adding antennas to existing WCF towers, height must not exceed what was approved under the original application to construct the tower. These antennas will be located on a utility tower, therefore this criteria does not apply. 12. Antennas shall be painted to match the color scheme of tower. Antennas and ancillary equipment will be painted to match the existing tower color. 13. Feed lines and coaxial cables shall be located within the tower. Those exposed shall be painted to match tower. Feed lines and coaxial cables will be routed internally within the existing monopole. 14. A new cabinet shall be located within the equipment enclosure that was approved as part of the original application. No new cabinet is proposed, therefore this criteria does not apply. CONCLUSIONS 1. The proposed modifications to the existing antenna will not significantly alter the conditions that currently exist. The height of the tower will not change. 2. As demonstrated in Table B, the project meets all applicable development standards. 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. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type I Wireless Communication Facility permit as applied for by Apeiron Real Estate, Inc. for Verizon without conditions. MB 1 W:\Users\Max\Wiretess Facility SR.doc Page 4 of 4 12/10/2013 eity at J u1 wita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, _Teri Svedahl , HEREBY DECLARE THAT: Associated File Number (8): L13-0046 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: K.C. ASSESSOR'S OFFICE aed /i. ACCOUNTING DIVISION Was mailed to each of the addresses listed/attached on this _11_ day of _December , 2013_ - RM 709A SEATTLE, WA 98104 Project Name: VERIZON @ SEAQ ORILUA Project Number: PL13-0045 Associated File Number (8): L13-0046 Mailing requested by: Max Bak Mailer's signature: ,_,¢ W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIIIUTION.DOC --o ENGINEERING 250 4th Ave. South Suite 200 Edmonds. WA 98020 Phone: 425.778.8500 Fax: 425.778.5536 RECEIVED NOV 25 2013 • COMfAuNI 1 r DEVELOPMENT vim veri zonwireless SEA Orillia Road 60' Monopole Structural Analysis Report 18800 Orillia Road Tukwila, WA 98188 CG Project No.: 13015.208 SEA Orillia Road CG Project No. 13015.208 October 7, 2013 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-3 SITE DATA 4-6 TOWER ELEVATIONS 7-8 TOWER ANALYSIS OUTPUT 9-15 SEISMIC ANALYSIS 16-17 FOUNDATION ANALYSIS 18 PROPOSED APPURTENANCE CONFIGURATION 19-21 ORIGINAL CONSTRUCTION DRAWING (EXCERPT) 222-23 O ENGINEERING 250 4th Ave. South, Suite 200 Edmonds, WA 98020 SEA Orillia Road CG Project No. 13015.208 October 7, 2013 INTRODUCTION CG Engineering was retained by Camp+Associates (Client) to provide structural analysis of the existing tower for the site modifications proposed by Verizon. T -mobile antennas are currently collocated on the tower. Tower Status: INADEQUATE (110.2%) With Proposed Upgrade: ADEQUATE (87.9%) TOWER DESCRIPTION The Summit Manufacturing, Inc. monopole consists of two 18 -sided pole sections equaling 60' in total height tapering approximately 0.20 -inches per foot of height from the base. This monopole was designed by Paul J. Ford and Company and erected in 1999. The Client provided us with the original construction drawings. Photos of the site and architectural plans for the proposed revisions were also provided. All geometry, member sizes, and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents, CG Engineering should be notified to revise our analysis. APPURTENANCE CONFIGURATION The tower was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us from the Client. This table includes all known existing and future antennas for this site. Appurtenance Mount Elev. Mount Type Feedline (All Inside Pole) (2) Antel Panel Antennas Model No. BXA-171063/4CF (1) Antel Panel Antenna Model No. BXA-171063/8CF (3) Ericsson RRUs, Model No. RRUS-12 (1) RayCap Surge Protector Model No. RVZDC-3315-PF-DC 59' Low -Profile Platform (1) 15/8" Hybrid (Inside Pole) (2) Antel Panel Antennas Model No. LPA-80063/4CF (2) Antel Panel Antennas Model No. LPA-80090/4CF (3) Antel Panel Antennas Model No. BXA-70063/4CF (2) Antel Panel Antennas Model No. BXA-185090/4CF (1) Antel Panel Antenna Model No. BXA-185060/4CF (2) Andrew (Decibel) Panel Antennas Model No. 844G90VTA-SX 58' (18) 7/8" (Inside Pole) (1) 2' diameter Microwave Antenna Model No. Unknown 52' Collar Mount Unknown O ENGINEERING 1 250 4th Ave. South, Suite 200 Edmonds, WA 98020 SEA Orillia Road CG Project No. 13015.208 October 7, 2013 Appurtenance Mount Elev. Mount Type Feedline (All Inside Pole) (No Antennas) 48' (3) Sector Trussed Arm Standoff (None) T -Mobile Antennas: (6) EMS Wireless Antennas Model No. RP65-19-00XP 38' (3) Sector Trussed -(12) Arm Standoff , „ /8 (Inside Pole) All feedlines shall be placed as noted in the table above. The coax cables that serve the antennas weigh Tess than 5 Ib/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. ANALYSIS CRITERIA A rigorous finite element analysis of this tower was performed to determine its structural compliance with the current design standard, ANSI/TIA-222-G "Structural Standard for Antenna Supporting Structures and Antennas." The tower was modeled using the tnxTower Version 6.1.3.1 analysis program (Tower Numerics Inc., 2013). The parameters in the following table were used in our analysis of the tower based on its location. These represent the most stringent requirements of the local jurisdiction, the original design or Annex B in the ANSI/TIA-222-G Standard. City of Tukwila, King County, WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3-s Gust): 85 mph Structure Class: 11 Sds: 0.951 Basic Wind Speed w/ Ice (3-s Gust): 30 mph Exposure: C Sd1: 0.533 Serviceability Wind Speed (3-s Gust): 60 mph Topo Cat (TIA 222 G): 2 Kzt (ASCE 7-10): 1.0 R: 1.50 Ice Thickness (Escalating): 1/4" Crest Height: 335' 78.2% Notes: the topographic category. ASD Wind Speed (V,5d) = 85 MPH per 2012 IBC 1. Refer to the attached topographic profiles used to determine 2. Basic Wind Speed (Vii)= 110 MPH per IBC 2012. Equivalent Table 1609.3.1. TOWER ANALYSIS RESULTS The following table summarizes the findings from our analysis. The table expresses the actual stress levels in percentage form relative to the code allowable stress values. Stress levels of up to 105% are considered to be within an acceptable tolerance because of the margin of error associated with this type of analysis. Stress levels higher than 105% require upgrades to the tower or modifications to the loading criteria. Load Combination Section L1 (60.0' to 32.25') Section L2 (32.25' to 0') Base Plate 1. Proposed Configuration w/o upgrade 53.0% 78.2% 110.2% 2. Proposed Configuration w/ proposed upgrade 53.0% 78.2% 87.9% O ENGINEERING 2 250 4th Ave. South, Suite 200 Edmonds, WA 98020 SEA Orillia Road CG Project No. 13015.208 October 7, 2013 TOWER FOUNDATION ANALYSIS RESULTS The analysis performed on the foundation system was based on the original drawings provided to us which describe the maximum loads used for the design. These are listed in the table below. In comparing our calculated values with the design loads, we determined that all of the proposed loads remain less than the design loads stated. Therefore, the foundation is deemed adequate to resist the applied loads per the original design. Additionally, foundation analysis calculations were performed to confirm the foundation is adequate. Foundation Reaction Summary Design Values Calculated Values Moment (kip -ft) 575 443.75 Shear (kips) 12.0 9.687 Axial (kips) 8.0 5.755 CONCLUSIONS/RECOMMENDATIONS We have determined that in order for this tower and its foundation system to comply with the ANSI/TIA- 222-G Standard, an upgrade is required. Non -shrink grout shall be provided below the baseplate. With this upgrade, all tower sections, connections, and the foundation system are within their allowable capacities for the applied loads. CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. CG Engineering did not perform an observation of this site to verify the accuracy of the provided structure and appurtenance data, and we should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the structure has been properly installed and is maintained to the minimum standards required by code. We assume the structure has no known deterioration or damage that would adversely affect its capacity. REFERENCE DOCUMENTS The following documents were provided to us by the Client for our analysis: 1. "Structural Calculations for Verizon Wireless Site SEA Orillia Road", by CG Engineering, dated 12/02/2009 2. Tower Drawing and "Caisson (Drilled Pier) Foundation" drawing, by Summit Manufacturing, LLC, dated 11/03/1999 0 ENGINEERING 3 250 4th Ave. South, Suite 200 Edmonds, WA 98020 9/24/13 Design Maps Summary Report U GS Design Maps Summary Report User-Specified Input Report Title Orillia Road Tue September 24, 2013 16:21:53 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.43322°N, 122.26966°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 1 5mi 1 5000m O1iashon o n n d 1 mapquest Oac Kion USGS-Provided Output Ss = 1.427 g S1 = 0.533 g SMS = 1.427 g SM1 = 0.800 g SpS= 0.951g Sol = 0.533 g For information on how the SS and Si. values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 0.90 ro 0.75 0.60 0.45 0.30 0.15 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 Period, T (sec) 2.00 1.10 1.00 0.90 0.20 0.70 O� 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.00 Design Response Spectrum 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 Period, T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. 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Elev: 16.2 ft Climb Dist: 2,815.9 ft Desc Dist: 4,974.7 ft Data use subject to license. © 2006 DeLorme. Topo USA® 6.0. www.delorme.com TN MN 416.2.0 Scale 1 : 28,125 100 1500 /41.........T206, 200 400 603 600 woo -- I 1" = 2,343.8 ft Data Zoom 12-7 Co N F N / CD C) W to ICO. 0 fn V 18.5000 22.0520 N to r a n N O N O N CO 0.2500 to r N 28.1300 'S Length (ft) Number of Sides Thickness (in) Socket Length (8) 1- .a m csn to 0 01 c rna s 60.0 ft 32.3 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION BXA-171063-4CF w/ 4' Pipe Mount 59 BXA-1710 3-4CF w/ 4' Pipe Mount 59 LPA-80090/4CF w/ 4' Pipe Mount (Venzon) 58 BXA-171063-8CF w/ 4' Pipe Mount 59 Ericsson RRU 59 LPA-80090/4CF w/ 4' Pipe Mount (Verizon) 58 Ericsson RRU 59 Ericsson RRU 59 BXA-185090/4CF w/ 4' Pipe Mount (Verizon) 58 Raycap Surge Protector 59 Valmont 15' Low Profile Platform w/ 12 Pipes 59 BXA-70063/4CF w/ 4' Pipe Mount (Verizon) 58 HP2-11 (Verizon) 52 844G90VTA SX w/ 4' Pipe Mount (Verizon) 58 (3) Sector Trussed -Ann Standoff 48 844G90VTA-SX w/ 4' Pipe Mount (Verizon) 58 RR65-19-OOXP w/ G Pipe Mount (T -Mobile) 38 n BXA-185090/4CF w/ 4' Pipe Mount (Verizon) 58 RR65-19.00XP w/ 6' Pipe Mount (T -Mobile) 38 BXA-70063/4CF w/ 4' Pipe Mount (Verizon) 58 RR65-19-00XP w/ 6' Pipe Mount (T Mobile) 38 LPA-8006314CF w/ 4' Pipe Mount (Verizon) 58 RR65-19-00XP w/ 6' Pipe Mount (r -Mobile) 38 LPA-80063/4CF w/ 4' Pipe Mount (Verizon) 58 RR65-19-00XP w/ 6' Pipe Mount (T -Mobile) 38 (3) Sector Trussed -Atm Standoff 38 BXA-185060/4CF w/ 4' Pipe Mount (Verizon) 58 RR65-19-O0XP w/ 6' Pipe Mount (T -Mobile) 38 BXA-70063/4CF w/4' Pipe Mount (Verizon) 58 GRADE A607-65 MATERIAL STRENGTH Fy I Fu GRADE I Fy 65 ksi 80 ksi Fu TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. O 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 2 with Crest Height of 335' 8. TOWER RATING: 110.2% ALL REACTIONS ARE FACTORED SHEAR 1935 lb AXIAL 13509 Ib MOMENT 87 kip -ft TORQUE 0 kip -ft 30 mph WIND - 0.2500 in ICE AX AL 9208 Ib SHEAR 15499 lb MOMENT 710 kip -ft TORQUE 2 kip -ft REACTIONS - 85 mph WIND CG Engineering 250 4th Avenue South Edmonds, WA 98020 Phone: (425) 778-8500 FAX: (425) 778-8500 'ob' SEA Ori!!ia Road 60' Monopole project: Verizon Wireless Antenna Modifications Client KDC Architects Drawn by: JLi App'd: Code. TIA-222-G Date: 10/07/13 Scale: NTS Path:.�� DwgNo. E-1 -- 60.0 ft1 32.3 ft 0.0 ft l' I 1r TYPE DESIGNED APPURTENANCE LOADING BXA-171063.4CF w/ 4' Pipe Mount BXA-171c 3-4CF w/ 4' Pipe Mount BXA-171063-8CF w/ 4' Pipe Mount 59 59 59 ELEVATION Ericsson RRU Ericsson RRU 59 59 TYPE LPA-80090/4CF w/ 4' Pipe Mount (Verizon) 58 ELEVATION LPA-80090/4CF w/ 4' Pipe Mount (Verizon) 58 Ericsson RRU 59 BXA-185090/4CF w/ 4' Pipe Mount (Verizon) 58 Raycap Surge Protector 59 Valmont 15 Lav Profile Platform w/ 12 Pipes 59 BXA-70063/4CF w/ 4' Pipe Mount (Verizon) 58 HP2-11 (Verizon) 52 844G90VTA-SX w/ 4' Pipe Mount (Verizon) 58 (3) Sector Trussed -Amt Standoff 844G90VTA-SX w/ 4' Pipe Mount (Verizon) 58 RR65-19-OOXP w/ 6' Pipe Mount (T -Mobile) 48 38 BXA-185090/4CF w/ 4' Pipe Mount (Venzon) 58 RR65-19-00XP w/ 6' Pipe Mount (T -Mobile) 38 BXA-70063/4CF w/ 4' Pipe Mount (Verizon) 58 RR65-19-00XP w/ 6' Pipe Mount (T Mobile) 38 LPA-80063/4CF w/ 4' Pipe Mount (Verizon) 58 RR65.19 OOXP wl 6' Pipe Mount (T Mobile) 38 LPA-80063/4CF w/ 4' Pipe Mount (Verizon) 58 RR65-19-OOXP w16' Pipe Mount (T -Mobile) 38 (3) Sector Trussed -Ami Standoff 38 BXA-185060/4CF w/ 4' Pipe Mount (Verizon) 58 RR8S19-00XPw/ 6' Pipe Mount (T -Mobile) 38 BXA-70063/4CF w/ 4' Pipe Mount (Verizon) 58 GRADE A607-65 5. 6. 7. 8. Fy 65 ksi MATERIAL STRENGTH 80 ksi Fu GRADE 1 Fy Fu TOWER DESIGN NOTES Tower is located in King County, Washington. Tower designed for Exposure C to the TIA-222-G Standard. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height. Deflections are based upon a 60 mph wind. Tower Structure Class II. Topographic Category 2 with Crest Height of 335' TOWER RATING: 87.9% ALL REACTIONS ARE FACTORED SHEAR 1935 Ib AX AL 13509 lb MOMENT 87 kip -If TORQUE 0 kip -ft 30 mph WIND - 0.2500 in ICE AXIAL 9208 lb SHEAR 154991b MOMENT 710 kip -ft TORQUE 2 kip -ft REACTIONS - 85 mph WIND Col U'96jV c t (-') CG Engineering 250 4th Avenue South Edmonds, WA 98020 Phone: (425) 778-8500 FAX: (425) 778-8500 Jeb SEA Orillia Road 60' Monopole m II 0.1875 l n g0 o Date: 10/07/13 2303.9 1072.7 Pam: N el U N 0.2500 28.1300 N VI m r N Section Number of Sides Thickness (in) ISocket Length (ft) tO M s c 5 2 or a86.3 60.0 ft1 32.3 ft 0.0 ft l' I 1r TYPE DESIGNED APPURTENANCE LOADING BXA-171063.4CF w/ 4' Pipe Mount BXA-171c 3-4CF w/ 4' Pipe Mount BXA-171063-8CF w/ 4' Pipe Mount 59 59 59 ELEVATION Ericsson RRU Ericsson RRU 59 59 TYPE LPA-80090/4CF w/ 4' Pipe Mount (Verizon) 58 ELEVATION LPA-80090/4CF w/ 4' Pipe Mount (Verizon) 58 Ericsson RRU 59 BXA-185090/4CF w/ 4' Pipe Mount (Verizon) 58 Raycap Surge Protector 59 Valmont 15 Lav Profile Platform w/ 12 Pipes 59 BXA-70063/4CF w/ 4' Pipe Mount (Verizon) 58 HP2-11 (Verizon) 52 844G90VTA-SX w/ 4' Pipe Mount (Verizon) 58 (3) Sector Trussed -Amt Standoff 844G90VTA-SX w/ 4' Pipe Mount (Verizon) 58 RR65-19-OOXP w/ 6' Pipe Mount (T -Mobile) 48 38 BXA-185090/4CF w/ 4' Pipe Mount (Venzon) 58 RR65-19-00XP w/ 6' Pipe Mount (T -Mobile) 38 BXA-70063/4CF w/ 4' Pipe Mount (Verizon) 58 RR65-19-00XP w/ 6' Pipe Mount (T Mobile) 38 LPA-80063/4CF w/ 4' Pipe Mount (Verizon) 58 RR65.19 OOXP wl 6' Pipe Mount (T Mobile) 38 LPA-80063/4CF w/ 4' Pipe Mount (Verizon) 58 RR65-19-OOXP w16' Pipe Mount (T -Mobile) 38 (3) Sector Trussed -Ami Standoff 38 BXA-185060/4CF w/ 4' Pipe Mount (Verizon) 58 RR8S19-00XPw/ 6' Pipe Mount (T -Mobile) 38 BXA-70063/4CF w/ 4' Pipe Mount (Verizon) 58 GRADE A607-65 5. 6. 7. 8. Fy 65 ksi MATERIAL STRENGTH 80 ksi Fu GRADE 1 Fy Fu TOWER DESIGN NOTES Tower is located in King County, Washington. Tower designed for Exposure C to the TIA-222-G Standard. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height. Deflections are based upon a 60 mph wind. Tower Structure Class II. Topographic Category 2 with Crest Height of 335' TOWER RATING: 87.9% ALL REACTIONS ARE FACTORED SHEAR 1935 Ib AX AL 13509 lb MOMENT 87 kip -If TORQUE 0 kip -ft 30 mph WIND - 0.2500 in ICE AXIAL 9208 lb SHEAR 154991b MOMENT 710 kip -ft TORQUE 2 kip -ft REACTIONS - 85 mph WIND Col U'96jV c t (-') CG Engineering 250 4th Avenue South Edmonds, WA 98020 Phone: (425) 778-8500 FAX: (425) 778-8500 Jeb SEA Orillia Road 60' Monopole Prc e`I. Verizon Wireless Antenna Modifications Client: Drawn by: L� � App'd: Cod' TIA-222-G Date: 10/07/13 Scale: NTS Pam: Dwg No. E-1 tnxTower CG Engineering 2504th: 1venuc Su,I, Etbnonds.161 9.5020 Phnnr: (4252 728-850o F.117 N2517714500 Job SEA Orillia Road 60' Monopole Page 1 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ 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 S5 mph. Structure Class 1I, Exposure Category C. Topographic Category 2. Crest Height 335'. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pd. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 °F. 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 I. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Tapered Pole Section Geometry Section Elevation Section Splice Number Tap 001)0,,, Wall Bend Length Length of Diameter Diameter Thickness Radius 11 11 ft Sides III ill LI 60'-322'3" 279" 2'9" 18 16.5000 220520 0.1875 0.7500 8607.65 (65 Isi) L2 32'3"42 35' 18 21.1268 28.1300 0.2500 10000 8607-665 (65 ksil Pole Grade Tapered Pole Properties Section Tip Din Area / r C /IC 1 100 in in' b,' in in in in' in LI 10.75-15 9.7080 326.3677 5.7909 8.3820 38.9367 653.1619 4.8549 2.5740 13.728 22.3922 13.0121 785.8916 7.7619 11.2024 70.1540 1572.8233 6.5(173 3.5512 18.939 L 22.0115 16.5657 912.1711 7.4113 10.7324 81.9922 1825.5421 8.2844 3.2783 13.113 28.5640 22.1228 2172.5115 9.8974 14.2900 152.0300 1347.8877 11.0635 4.5109 18,044 rvR Tmrcr Gose) Gusset Gusset Grade .1,1,1st, Factor Adj,s,. IFcichl 5 her. Double Angle Double Angle Elevation Area Thickness :I/ Factor Satoh Bob Stitch Bolt (perfoce) :I• Spacing .'pacing Diaeonntr ffnnwnraL, /1 R' in in ,n LI 60'-32'3" L2 32'3"41' tnxTower CG Engineering 25040,Avenue S'mi0, Edmonds. !1;193020 Phone: 74221778,1500 F4S: (4251 7784500 Job SEA Orillia Road 60' Monopole Page 2 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Monopole Base Plate Data Base Plate Data Base plain is squats Base plate is grouted Anchor boll grade Anchor boll sire Number of bolls Embedment length r. Grout space Base plate gndc Base plate thickness Bolt circle diameter Outer diameter Inner diameter Cornerclippled Base plate tpc A615-75 2.2500 in 1 84.0000 in 3 ksi 3.0000 in A572.50 2.2500 in 34.2500 in 33.0000 in 24.0000 in 3.(1000 in Plain Plate Feed Line/Linear Appurtenances - Entered As Area Description Face Allow or Shield !avec Component Tvpc Placement F Total Number C.G led? 11 eight LDF5-50A (7/8 FOAM) C No Inside Pole 58' - 8' 18 No Ice 000 (Verizon) 12" Ice 000 LDF5-50A (718 FOAM) C No Inside Pole 38' - 8' 12 No Ice 0.00 (T -Mobile) 1/2" Ice 0.00 Safety Linc 318 C No CaA, (Om Of 60' -8' I No Ice 0.04 Face) 12' Ice 0.14 LDF7.508 (1-58 C No Inside Pole 59' - 8' No lee 000 FOAM) I2" Ice 0200 (Verizon) pf 0.33 0.33 0.33 0.33 0.22 0.75 0.82 0.82 Feed Line/Linear Appurtenances Section Areas Tower Section LI L2 Tower Elevation fi 60'-327" Fee .1a A 0.000 B 0.0101 C 0.000 32'3"0' A 0.000 8 0.0011 C 0.0011 1r 0.000 0.018) 0.000 0.000 0.000 0.(100 c.1, C,,(. /n Face Our Facc 0.000 0 000 11.000 0(1(0 0.0011 11111 0008) 0,000 0.000 0.000 (1.0011 0,909 Weigle lb 0.00 11.0)) 2)13.77 0.00 0.01 265.30 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Sedum 701rCr Elevation /1 Face lee Thickness Las in .1r 0.000 0.000 0.000 0.000 0.(0(1 0.000 C44, In Face Our Facc /1 lf' Ib freight LI A 0.611 L2 326"a0' A B 0.001 0.000 0.000 0.589 0.(00 0.08) C 0x8) 0.000 0,000 01.00 0.000 0.000 0,00 0.000 1.5992 22.63 (0 11 (1.0,00 11.00 (1000 0.000 (1,00 0.0(0 4.019 281.78 tnxTower CG Engineering 250 4th Armor 5i„rl), Edmonds. 0$1 98020 Phone: (425) 7734500 FAX: N25)775-0500 Job SEA Orillia Road 60' Monopole Page 3 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Feed Line Center of Pressure Section Elevation n CPr CP: In CP r lee CP: /cc in LI L2 60'-323" 323"-0' -0,0469 -0.0345 0.0271 0.0199 -0.1817 -0.1390 0.11149 0,0803 Discrete Tower Loads Description Fore OfTsct 7Yre Leg Offsets: :L-uunth 11ar_ Adjustment (aural Vert B J) 5 Placement n C.1, Weight Front side • th LPA-80063/4CF w/ 4' Pipc Mount (Verizon) LPA-80063/4CF w/ 4' Pipc Mount (Verizon) BXA-185060/4CF u•/ 4' Pipc Moron (Veri%01)1 BXA-70063/4CF w/ 4' Pipc Mount (Verizon) LPA-80090/4CF n•/ 4' Pipe Mount (VCri,An) LPA•80090/4CF w/ 4' Pipe Mount (Verizon) BSA-185090/4CF w/ 4' Pipc Mount (Vcrizonl BSA-70063/4CF w/ 4' Pipc Mount (Vernon) 811690 VTA•SX w/ 4' Pipe Mount (Vcrizan) 841G90VrA-SX w/ 4' Pipe Mount (Verizon) BXA-185090/4CF w/ 4' Pipe Mount (Verizon) BSA-70063/4CF w/ 4' Pipc Mount (Verizon) (3) SectorTmsscd-Amt Standoff RR65-1910XP w/ 6' Pipc Mount )T -Mobile) RR65.)910XP w/ 6' Pipc Mount (T -Mobile) A From Log 400 0.0)100 -8' 0' A From Lug 4.00 0.1018) -4- 0' A From Lcg 1.00 0.1000 4' 11' A From Leg 4.00 0.0000 8' 0' B From Leg 4.00 -25.0000 -0' 11' B From Leg 1.00 -25.1800 -P 0' B From Leg 4.00 -25.00011 4' 0' B From Leg 4.00 -25.0000 8' 0' C From Leg 4.00 0.0000 -8' 0' C From Lug 4.00 11,1800 4' 0' C Front Lcg 1.00 11.0000 4' 0' C From Lcg 4.00 0.00181 0' C Nonc 0.0000 A From Lcg 4.00 0.01110 -4' 0' A From Lcg 400 0.1880 4' (I' 58' No la 7,02 7.69 34.60 12" Icc 7.43 8.34 10159 58' No Ice 7.02 7.69 34.60 . I/2" Ice 7.43 8.34 101.19 58' No Ice I2" Icc 1.91 1.92 1960 2.23 2.36 40.80 58' No Icc 5.17 3.88 21.50 I2" lcc 5.56 4.46 66.87 58' No Ice 2.63 3.91 25.60 1/2" Ice 2.94 6,54 05,57 58' No Icc 2.63 5.91 25.60 I2" Icc 2.94 6.54 65.37 3R' No Icc 1.91 2.14 20.60 1/2" no 2.23 2.59 42.75 58' No la 5.17 3.88 24.50 1/2° Icc 5.56 4.46 66.87 58' No Icc 3.06 4.60 26.10 I2" la 3.39 5.21 61.45 58' No Icc 1.91 2.14 211.60 I2" Icc 2.23 2.59 4275 58' No Icc 1.91 2.14 20.60 I2" Icc 2.23 2.59 12.75 50' No Icc I2" Ice 48' No Icc I/2" Ice 38' No Icc I/2" Icc 38' No Icc 1/2" Ice 5.17 3.88 24.50 5.56 4.46 66.87 30.00 5400 5.87 6.32 30.00 5000 4.17 5.16 450.10 7(81.00 54.911 99.30 5.87 4.17 54.90 0.32 5.16 99.30 tnxTower CG Engineering 2504drAvenue South Edmonds. 01 5520 Phone: (425) 773-8500 FA(4251770-8500 X:: Job SEA Orillia Road 60' Monopole Page 4 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Description Face Of et ore Le,C Offsets: :L-Luudr Placement Nor- Adjustment Lateral Vert J) fi j) J ) C..1, C.1., freight From Sldc jr jr lh RR65-19-00X'P w/ 6' Pipe B From Lcg Mount (T-Mobilc( RR65.1910XP w/ 6' Pipc B From Leg Mount (T-Mobilc) RR65-)9-00XP w/6' Pipc C From Leg Motmt (T -Mobile) RR65-1940XP w/ 6' Pipc C From Leg Mount (T-Mobilc) (3)Seotor Trussed -Amt C None Standoff BXA-)710634CF w/ 4' Pipe A From Leg Mount BXA-17)063-4CF w/ 4' Pipc B Front Leg Mount BXA-I71063.8CF w/ 4' Pipc C Front Leg Mount A From Lcg B From Lcg C From Lcg A From Lcg C Nonc Ericsson RRU Ericsson RRU Ericsson RRU Ravcnp Surge Protector Valmont 15' Low Profile Plalfomt w/ 12 Pipes 4.00 0.00110 38' No Ice 5.87 4,17 54.90 N ' 1/2" Ice 6.32 5,16 99.311 fl' 4.0(1 4' 0' 4.00 - ' 0' 4.181 4' (r 0,0000 38' No Ice 5.87 4.17 54.90 1/2" Ice 6.32 5.16 99.30 00)8)0 38' No Icc 5.87 4.17 54.90 1/2" tcc 6.32 5.16 99.311 0.11000 0.0000 400 0.0000 0' 0' 4.00 -25.(8)00 0' 0' 4.00 0.0100 0' 4.00 0,0010 0' 0' 4.0 110000 0' 130 0.0000 4.10 0.01011 0. 0000 38' No kc 1/2" la 38' No fee 1/2" Ice 59' No Ice 1/2" Ice 5.87 4.17 54.9)) 6.32 5.16 99,30 30.00 50.10 1.91 2.23 59' No lee 1.91 1/2" lee 2.23 59' No la I2" Icc 311.00 50.10 1.87 2.31 450.00 700,111) 28.60 49.6(1 1.07 28.60 2.31 4960 2.94 3512 33.10 3.26 3.57 62.55 59' No Ice 3.31 1,46 51.00 1/2" Icc 3.55 1.64 72.49 59' No Icc 3.31 1.46 5100 1/2" Icc 3.55 1.64 72.49 59' No Icc 3.31 1.46 51.00 1/2" Ice 3.55 1.64 72.49 59' No Icc 4.33 2.56 26.00 1/2" Icc 4.61 2.79 57.36 59' No Icc 52.00 5238) 2000.00 1/2" [cc 72.00 72.00 3000.00 Dishes Description Face or Log Dish Tire Offset Of'c•rs: ore Nar Lateral Vert n .ih,ndr 3d13 Elevation Outside Adjustment Beano Diameter 11'Id/lr n 5) Aperture ft eight Arca HP2.11 )Vcrizan) Paraboloid Nonc n'/Shroud (l4P) 0.0000 52' 2.00 No Icc 3.11 27.00 I2" lee 3.41 44.50 tnxTower CG Engineering 25031: Avenue South Ethoond .. 101 05020 Plume: (42)) 775-8500 9:L': (125) 775-6500 Job SEA Orillia Road 60' Monopole Page 5 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Tower Pressures - No Ice G„=1.00 Section E/c','nrion 0 - n S, 11, As( :Io le 0 c :1, IF AP IF :11., IF Leg 70 C.t, h, Face IF. C,. -I,, Our Face n' LI 60'-321" 40'5.17/32' (072 35 45.263 A 0.000 45.263 45.263 100.00 0.600 0.000 771)10 0.000 41.13/3 58' 1.128 B 0.000 45.263 B 11111,00 0.0110 0.0)0) 1011.00 0,0181 11.(1(81 7.69 Pipe Mount C 0.000 45.263 2" 1(10.00 ((000 1,041 L2 321"0' 158-5/32" 0.857 31 67.961 A 0.0011 67.961 67,061 10000 11000 0.000 71.407 71.407 100.00 0.1061 11,100 B 111101) 67.961 1081.0 0.000 0.000 11.1100 71.407 50-27/32' 100.10 00)0 C 0.0)0 67.961 Pipe Mount 100,00 0.000 0.91(9 Tower Pressure - With Ice =0.800 Seaton Elevation R _ 0 A', q, psi t, m .1,. /F F c :1, iF :Is 1F -40, (t 1.,g ," C,.{, In PIM: (I' C,.4,, Out 0' LI GO' -32'3" 45'5-17/32" 1.072 J 0.6112 40.220 A 0.1881 18.229 40.359 100.00 771)10 0.000 41.13/3 58' 1.128 B 0.000 45.263 B 11.1001 48.220 0.000 1011.00 0,0181 11.(1(81 7.69 Pipe Mount C 00)0 45.263 2" C (1.1110 48.229 L' 321'41' 11010 0000 4.590 12 323"0' 1571.5/32" 0,857 4 0,5891 71.407 A 110011 71.407 71.407 100.00 0.1061 11,100 B ((.000 67.961 10(00 ' B 11.1100 71.407 50-27/32' 100.10 00)0 0,00)) 0.000 67.961 Pipe Mount 1001111 0,000 ((.909 C 000) 71.407 100.00 0.0001 4.019 Tower Pressure - Service G9I = 1.100 Section Elevation II _ /t 9', q, its( .4e IF F n c e :1, 0.r :I, IF d,,, IF Leg .0 c,4, In Face IF C,J, Our Face fl LI 60'-321" 45'5-17/32' 1.072 16 45,263 A 0.000 45.263 45.263 100.00 0.000 0.1100 2" -8' 41.13/3 58' 1.128 B 0.000 45.263 31611 1181.01) 0.000 0.000 1.128 36 7.02 7.69 Pipe Mount C 00)0 45.263 2" 101.00 0.000 1.041 L' 321'41' 151.5/32" (1,857 14 67.961 A 0100 67.001 67.961 1011.00 (1.000 11610 Pipe Mount B ((.000 67.961 10(00 0.000 0.1110 20.60 227/32" 50-27/32' 58' 1.128 C 0.000 67.961 Pipe Mount 1001111 0,000 ((.909 Discrete Appurtenance Pressures - No Ice G„=1.100 Description :liming :L-0noth ° 10eigid II: Offset• (1 Offset, I7 - 11 A', q, mt. C,.47 Frons n' C,>I, Side P' L0A-811063/4C0 1,94' 0.0010 34.60 -8' 475-13/3 58' 1.128 36 7.02 7.69 Pipe Mount In LPA-80063/4CF w/ 4' 0,0000 2" -8' 41.13/3 58' 1.128 4 LPA-80063/4CF w/ 4' 00010 31611 4' 411.13/3 50' 1.128 36 7.02 7.69 Pipe Mount 2" 0.00011 124.14 4' 48-13/3 58' BXA-185060/4CF to/ 4' 00000 10.60 4' 41-13/3 58' 1.128 36 191 1.02 Pipe Mount tnxTower CG Engineering 2504th Avenue South Edmonds. 101 9.5020 P/,,,,,,, (3251 778.9500 F11: N2517784500 Job SEA Orillia Road 60' Monopole Page 6 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Descrtp0on :Ilnung :L-in,nth 11'e90 0' Offset, 9 O rr, /1 - 8 A, /, Psi CA,. Front IF C,.dr Slde ft' BXA-70063/4CF w/4' 0.0000 24.50 8' 4'8-13/3 58' 1.128 36 5.17 3.88 Pipe Mount In LPA-80063/4CF w/ 4' 0,0000 124.14 -8' 41.13/3 58' 1.128 4 LPA-811000WCF w/4' 95.01010 25.60 8'27/33" -46-31/3 58' 1.128 36 2.63 5.91 Pipe Mount 2" 0.00011 124.14 4' 48-13/3 58' LPA.410090/4CF w/4' 95.0000 25.60 6'27/32' -1'1.5/16" 58' 1.128 36 2.63 5.91 Pipe Mount BXA-185090/4CF w94' 95.0000 20.60 227/32" 50-27/32' 58' 1.128 36 1.9) 2.14 Pipe Mount 8XA-70063/4CF w/4' 95.00181 24.50 27/32" 93-3)0" 58' 1.128 36 5.17 3.88 Pipe Mount 84090VTA-SX w/ 4' 2400000 26.10 -27/32" 93-3/8" 58' 1.128 36 3.06 4.6(1 Pipe Mount 844090VTA-SX w/ 4' 2411.0000 20.60 -217/32" 51-27/32 58' 1.128 36 1.91 2.14 Pipe Mount ' 8XA-185090/4CF w/ 4' 2400100 2060 -6'27/32" -1'1.5/16" 58' 1.128 36 1.91 2.14 Pipe Mount BXA-70063/4CF w/4' 240.0000 24.50 -0)27/32" 46-310 58' 1.128 36 5.17 3,88 Pipc Mount 2" (3) Sector Tnlssed-Atm 0.0000 450.00 1)' . 0' 48' 1,081 35 30.00 30.00 Standoff R0165-1940.XP w/6' 04080 54.90 4' 4'10.7/1 38' 1.032 34 5.87 4,17 Pipe Mount 0" RR65.1940XP w/6' (1(1100 54.90 4' 4'10-7/1 38' 1.032 34 5.87 4,17 Pipe Mount 6" RR65-I9410XPw/6' 120.0000 54.90 61.5/8" -13/8" 38' 1.032 34 5.87 4.17 Pipe Mount R065-19410XPw/6' 120.0(00 54.911 2'2-5/8" 5'10.13/1 38' 1.032 34 5.87 4.17 Pipe Mount 6" R065-1940XP w/6' 24(1000 54.90 =3-5/8" 5'10.13/1 38' 1.032 34 5.87 4.17 Pipe Mount 6" R865.1940XP w/ 6' 2400000 54!90 4614B" -1100" 38' 1.032 34 5.87 4.17 Pipe Mount (3) Sector Tntssad-Ann 0)1810 4505)0 0' 0' 38' 1.032 34 30.110 30,00 Standoff BXA-1710634CFlt'/4' 00000 28.60 0' 411-13/3 59' 1.133 36 1.91 1.87 Pipe Mount BXA-1710634CF w/4' 95.01110 28,60 417/32" 2'4-3/16" 59' 1.133 36 1.91 1.87 Pipe Mount BXA-171063-4CFw/4' 240001)) 33.10 4'27/32" 2'4-3/16" 59' 1.133 36 2.94 302 Pipe Mount Ericsson RRU 0.000 5100 0' -1'8-13/3 51)' 1.133 36 3.31 116 2" Ericsson RRU 120,0000 5100 4'27/32" 24.3/16" 59' 1.133 36 3.31 1.46 Ericsson RRU 24110000 51.101 4'27/32" 24-3/16" 59' 1.133 36 3.31 1.46 Rayc1p Surge Protector 041100 36,)0 0' 48-13/3 59' (133 36 4.33 2.56 2" Valmont 15' Low Profile 0.0000 2000.00 0' 0' 59' 1133 36 52.(0 52.011 Platform w/ 12 Pipes Sum 381)100 Weight Discrete Appurtenance Pressures - With Ice G,I=Clop Description dining :L -north freight 0/7(60, Offset, _ F, q, C..io Front Col,, Sale t, (6 /1 /1 R 175(d' p' In LPA-80063/4CF w/ 4' 0,0000 124.14 -8' 41.13/3 58' 1.128 4 7.56 8.55 0.6570 Pipc Mount 2" LPA -801165/4C0 01/ 4' 0.00011 124.14 4' 48-13/3 58' 1.128 4 7.56 8.55 065711 tnxTower CG Engineering 250101, Avenue. South Edmonds. If 1.1 95020 Phone: (425) 775-5500 1(16: (424) 775-3500 Job SEA OriIlia Road 60' Monopole Page 7 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Derertptmn .4/tang ;Cinnrl, ° Wright t /0 afrl, 11 Offset, 0 - R A, q, soot cric Front 1)' Coir Side l2" 1, to Pipe Mount 34.60 -8' 41-13/3 2" 1.128 16 7.02 7.69 Pipe Mount BXA-185060/4CF w/ 4' 40000 48.65 4' -41-13/3 58' 1.128 4 2.33 250 11.6570 Pipe Mount 8SA-718193/4C8w/1' 4)8100 81.96 8' -1'8-13/3 58' 1.128 4 5.68 4.65 0.6570 Pipc Mount 2" BXA-185060/4C8 w/ 4' 0.008) 19.60 4' 41-13/3 LPA-80095(4CF w/4' 05.0000 70.88 827/3r -7'6-31/3 58' 1.120 4 3.01 6,74 0.6570 Pipe Mount 2" 1100011 24.50 8' 41-13/3 58' 1.128 LPA-8011911/4CF w/4' 9.5.000 79,88 617/32" -1'1.5/16" 58' 1.128 4 3114 6.74 0.6570 Pipe Mount LPA-80190/4CF w/4' 95,00011 23,60 8'27/32" 46-31/3 58' 1.128 16 2,63 BXA-)85090/4CF w/1' 95.008) 5)1.91 2'27/32" 5'9.27/32' 58' 1.128 4 2.33 2,73 0.6570 Pipc Mount 95.18110 25.60 6'27/32" -1'1-5/16" 58' 1.128 16 2.63 5,91 Pipe Mount BXA-73063/1CF w/4' 950000 81.96 27/32" 9'3-3/8" 58' 1.128 4 5.68 4.65 0.657)) Pipe Mount 2'27/32" 5'9.27/32' 58' 1.128 16 1.91 2,14 Pipc Mount 844000VTA-SXw/4' 2400000 75110 -27/32" 91-3/8" 58' 1.128 1 3.51 5.11 0.6570 Pipc Mount 58' 1.128 16 5,17 3.88 Pipe Mount. 844G9))VTA-S7( w/ 4' 240.181181 50,91 -227/32" 5'9.27/32' 58' 1.128 4 2,33 2.73 11,6570 Pipc Mount 16 3.06 4.611 Pipc Mount BSA-185090/4CF w/1' 24401181 5091 417/32" -1'1-5/16" 58' 1.128 4 2.33 2.73 0.6570 Pipc Mount 2.11 Pipc Mount ' 13XA-701/63/4CFw/4' 240)8)01 81.96 .827/32" 4'6-31/3 58' 1.128 4 5.68 4.65 0.6570 Pipe Mount 240181011 24.56 -817/32" 2" 58' 1.128 16 5.17 3.88 Pipc Mount (3) Sector Tnrsud-Amt 418)1)0 772.36 0' 0' 48' 1.084 4 55.79 55.79 0.6447 Standoff 0' 0' 48' 1.084 16 30.01 30,00 Standoff R865.194111XP w/6' 000181 112.711 4' 410-7/1 38' 1032 4 6.45 5.37 0.6298 Pipe Moon 38' 1.032 15 6" 1.17 Pipe Mount 6" RR65-1940)XP w/6' 0.01181 112.70 4' 410.7/1 38' 1.032 4 6.45 5.37 0.6298 Pipe Mount 15 5.87 4.17 6" 6" 18R65-19-00XP w•/6' 12(1.1888) 112,70 61.5/8" -11/8" 38' 1032 4 6.45 5.37 0.6298 Pipe Moon 4.17 Pipc Mount 0R65 -194)30'P,,16' 120.008) 112.70 21.5/8" 510.13/1 38' 1,032 4 6.45 5.37 0.6298 Pipe Mount 6" RR65-1946)XP w/6' RR65-194102,1, w/6' 240.0001 112.71) -22.5/8" 5'10.13/1 38' 11)32 4 945 5.37 0.6298 Pipe Mount 6" 6" 8R65.19410X1, w46' 240.18081 54.90 0865-)9481 X1, w/6' 240.0081 112.70 42-5/8" -1'3/8" 38' 1,1)32 4 6.45 5.37 0.6298 Pipe Mount (3)Sector Tmsud-Amt 0.01)0 76492 0' 0' 38' 1.032 4 55.19 55.19 0,6298 Standoff 1.032 15 30,00 30.110 Standoff BCA-1710634CFw/1' 0.0)80 57.43 0' 4'8-13/3 59' 1.133 4 2.34 2.45 0.6582 Pipe Mount 1.91 187 Pipe Mount 2" BSA-1710634CF w/1' 90.0810 57.43 417/32" 2'4.3/16" 59' 1.133 1 2.34 2.45 0.6582 Pipe Mount Pipc Mount BSA-171063"8CF w/4' 2440001 73.54 417/32" 2'4-3/16" 59' 1.133 4 3.36 3.73 46582 Pipe Mount Ericsson RRU /10000 Ericsson RRU 411)00 8426 0' 41-13/3 59' 1.133 4 3.63 1.70 3.6582 Ericsson RRU 120.0001 80.26 4'27/32" 24-3/16" 59' 1.133 4 3.63 1.711 0.6582 Ericsson RRU 240/8100 80.26 417/32" 2'4-3/16" 59' 1.133 4 3.63 1.70 0.6582 R8Seap Surge Protector 011010 60.15 0' 4'0.13/3 59' 1.133 4 1.70 2,87 0.6582 Valmont 15' Low Profile 4100) 3316.32 0' 0' 59' 1.133 4 78.33 78.33 46582 Platfono w/ 12 Pipes 52.(8) 5200 Platform w/ 12 Pipes Sum 6957.44 Sum 380110) SVcichl: Weight: tnxTower CG Engineering 250 Jilt Amour South Edmonds. IF:) 95020 Phone: (425) 77S-5500 F131 (4251 775.5500 Job SEA Orillia Road 60' Monopole Page 8 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Discrete Appurtenance Pressures - Service G„=,.,ee Down/Woo aiming :Cnnnth ° Weight 10 Offset, 11 Offset, n 11 K, V, psf C,,.-1, Front IF C,4-/4 .Side 11' LPA-80063/4CFw/4' 0.0081 34.60 -8' 41-13/3 58' 1.128 16 7.02 7.69 Pipe Mount 2" LPA-01/063/4C8w/ 1' 0.)5810 34.60 4' 41-13/3 58' 1.128 16 71)2 7,69 Pipc Mount BXA-185060/4C8 w/ 4' 0.008) 19.60 4' 41-13/3 58' 1.128 16 1.01 1.92 Pipe Mount 2" 831A-70063/4CF w/4' 1100011 24.50 8' 41-13/3 58' 1.128 16 5,17 3.88 Pipe Mount '" LPA-80190/4CF w/4' 95,00011 23,60 8'27/32" 46-31/3 58' 1.128 16 2,63 5.91 Pipe Mount 2" LPA -80091/1C9 0/4' 95.18110 25.60 6'27/32" -1'1-5/16" 58' 1.128 16 2.63 5,91 Pipe Mount BXA-185090/4CF w/4' 9508100 20.60 2'27/32" 5'9.27/32' 58' 1.128 16 1.91 2,14 Pipc Mount 8XA-701163/4CF w/1' 95.18100 24,50 27/32" 91-3/8" 58' 1.128 16 5,17 3.88 Pipe Mount. 844690VTA-SX 0'14' 241)18810 26.10 -27/32" 93-3/8" 58' 1.128 16 3.06 4.611 Pipc Mount 844G90VTA-SX0/4' 24018014 20611 -227/32" 5'9.27/32 58' 1.128 16 1.91 2.11 Pipc Mount ' 8XA-185090/4CFw/4' 2400000 20.60 417/32" -11-5/16" 58' 1.128 16 1.91 2.14 Pipe Mount BXA-7111163/4C8w/4' 240181011 24.56 -817/32" 4'6-31/.3 58' 1.128 16 5.17 3.88 Pipc Mount (3) SectorTmsscd-Amt 0188)0 454.00 0' 0' 48' 1.084 16 30.01 30,00 Standoff RR65.1948)XP w•/6' 001010 5.190 4' 4'1)1.7/1 38' 1.032 15 5.87 1.17 Pipe Mount 6" RR65.)9-00XP w/6' 0.0000 54.90 4' 4'10.7/1 38' 1.032 15 5.87 4.17 Pipe Mount 6" RR65-19181XPw/6' 12018150 54.91) 61-5/8" -11/8" 38' 1.032 15 5.87 4.17 Pipc Mount R065-194)OXP w/6' 1240000 54.90 22-518" 510.13/1 38' 1.032 15 5.87 4.17 Pipe Mount 6" RR65-1946)XP w/6' 2440000 54,90 -22.56)" 5'18-13/1 38' 1032 15 5.87 1.17 Pipe Mount 6" 8R65.19410X1, w46' 240.18081 54.90 41-5M" -1'3/8" 38' 1.032 15 5.87 4.17 Pipc Mount 131 Sector T0usscd-Ann 40000 450110 0' 0' 38' 1.032 15 30,00 30.110 Standoff BXA-1710634CF w/4' 11.1889) 28.60 6' 4'8.13/3 59' 1.133 16 1.91 187 Pipe Mount 2" BXA-1710634CF w/4' 05.0100 28.60 4'27/32" 24-3/16" 59' 1.133 16 1.91 1.87 Pipc Mount BXAd71663.8CF w/4' 24018300 33,10 427/32" 24-3/16" 59' 1,133 16 2.94 3.1)2 Pipe Mount Ericsson RRU /10000 5)181 Ir 471-13/3 59' IA33 16 3.31 1.46 7" Ericsson RRU 12018103 51.00 4'27/32" 2'4.3/16" 59' 1.133 16 3.31 1.46 Ericsson RRU 2440801 51.18) 427/12" 24-3/16" 59' 1.133 16 3.31 1.46 R'e'cap Surge Protector 40000 26.90 (x 4'0.13/3 59' 1.133 16 1.33 2.56 Valmont 15' Low Profile (1.110)0 21118100 0' 0' 59' 1.133 36 52.(8) 5200 Platform w/ 12 Pipes Sum 380110) Weight: tnxTower CG Engineering 2504D,Avenue Muth Edmmuls, IG 9.5020 phone•: (1251 775-5500 FAX: /4251775.5500 Job SEA Orillia Road 60' Monopole Page 9 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Dish Pressures - No Ice Elevation I? Dish Description :liming Azimuth freight lb Offset, jl Offset, JI 5, :I, it' q. p f 52' HP2-11 00000 27.00 0' 0' (.103 3.14 36 4 0.6499 Sum 27.00 Sum 40.75 Weight: Weight • Dish Pressures - With Ice Elevation ji Dish ascription alining :L-,mathIli Weight Ojf t, J1 Offset, fi A, .a., ft- q, pJ t, ,n 52' H4)2.11 0.0000 49,75 0' 0' 1.103 3.49 4 0.6499 Sum 27.011 Sum 40.75 Weight: Weight • Dish Pressures - Service Elevation j) Dish Description :listing :L-unutl,lb freight Of et, JI Of rt, Ji ti, .1, JY q, p.( 52' H1,3-11 0.00181 27.00 0' 0' 1.103 3.14 16 Sum 27.011 Weight: Load Combinations Comb No Dcscnpoun 1 Dead Only 2 1.2 De9d+1.6 Wind 0 dcg - No Ice 3 0.9 Dcnd+1.6 Wind 0 dcg - No Ice 4 1.2 Dead+l .6 Wind 30 dcg - No Ice 5 09 Dcod+1.6 Wind 30 dcg - No Ice 6 1.2 Dcnd+l6 Wind 60 dcg - No Ice 7 09 Dcad+1.6 Wind 60 dcg - No Ice 8 1.2 Dod+L6 Wind 90 dcg - No kc 9 11.9 Dead+I 6 Wind 90 dcg - No !cc 10 1.2 Do d+1.6 Wind 120 dcg - No Ice 11 0.9 Dcid+I 6 Wind 120 dcg - No Ice 12 I.! Dcad+1.6 Wind 150 dcg - No Ice 13 11.9 Dead+1.6 Wind 150 dcg - No Ice 14 1.2 0 0d+1.6 Wind 180 dcg - No lee 15 09 Dead+L6 Wind 180 dcg - No Ice 16 12 Daid+I.6 Wind 211) dcg - No Ice 17 0.9 Dcad+1.6 Wind 210 dcg - No (cc 18 1.2 Dcad+1.6 Wind 240 dcg - No Ice 19 0.9 Dead+1.6 Wind 240 dcg - No Ice 20 1.2 Dcad+I 6 Wind 2711 dcg - No (co 21 09 Dci81+1.6 Wind 270 dcg - No Ice 22 1.2 Dcad+1.6 Wind 3(10 dcg - No Ice 23 0.9 Dend+1.6 Wind MD dcg -No lcc 24 1.2 Dcad+l.6 Wind 330 dcg - No Ice 25 (1.9 Dcod+l.6 Wind 330 dcg - No Ice 26 12 Dcad+10 lee+1.O Tcmp 27 12 Dcod+I .0 Wind (1 dcg+LO lec+1.0 Tcmp tnxTowerSEA CG Engineering 25040,:Ivenue Sinai, Edmonds. ,11 9.5020 Phone: (4251 775.6500 Ell: (4251 775-S500 Job Orillia Road 60' Monopole Pa 9 Page 10 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Comb. No. Description 28 1.2 orad+I 0 Wind 30 deg+1.0 lee+1.0 Temp 29 1.2 Dead+10 Wind 60 deg+1.0 lee+1.0 Tcmp 30 L Dend+10 Wind 90 deg+1 0 Ice+10 Tcmp 31 1.2 Dc0d+111 Wind 120 dcg+101ce+1.0 Tcmp 32 1.2 Dc,d+LO Wind 150 dcg+101cc+1.0 Tcmp 33 1.2 Dod+1.0 Wind 180 dcg+1.01cc+10 Tcmp 34 1.2 Ded+10 Wind 210 dcg+l.0 lce+1.0 Temp 35 12 Dcad+10 Wind 240 dcg+l01u+1.0 Tcmp 36 1.2 Dead+1.0 Wind 270 dcg+111 lec+10 Tcmp 37 1.2 Dcld+1.0 Wind 310 dcg+l0 lco 10 Tcmp 38 1.2 Dc0d+10 Wind 330 dcg+1 0 lco+10 Tcmp 39 Dead+Wind 0 deg - Service 40 De1d+Wind 30 dcg - Sen•iec 41 Doad+Wind 60 deg -Service 42 Dcad+Wind 90 dcg- Scn•icc 43 Dead+Wind 120 dcg - Service 14 Dead+Wind 151) deg - Service 45 Dcad+Wind 1811 dcg - Scrcicc 46 Deod+Wind 2111 dcg - Service 47 Dead+Wind 240 dcg - Service 48 Dead+Wind 270 dcg - Scroicc 49 Dmd+Wind 3(01 dcg - Service 5l) Deod+Wind 330 dcg - Service Tower Mast Reaction Summary Load Cou,btnn!on Iosco/ Ikid Only 12 Dead+l.6 Wind 0 dcg -No Ice 0.9 Dc,d+l.6 Wind 0 deg - NO Ice 1.2 Dcad+1.6 Wind 3n dcg • No Ice 0.9 Dcad+1.6 Wind 3(1 deg - No (cc 1.2 Doad+1.61Vind 60 dcg - No Ice 11.9 Dead+1.6 Wind 60 dcg - No lcc 1,2 Dcad+l.6 Wind 90 dcg - No ice 0.9 D©d+1.6 Wind 90 dcg - No Ice 1.2 Dc9d+16 Wind 120 dcg - No Ice 11.9 Dead+1.6 Wind 120 dcg - No Ice (.2 Dcid+1.6 Wind 150 dcg - No Ice 0.9 Dcld+1.6 Wind 150 dcg - No fcc 1.2 Dead+1.6 Wind 180 dcg - No Ice 0.9 Dend+1.6 Wind 180 dcg - No Ice 1.2 Ikid+L6 Wind 2111 dcg - No lee lh 7673.62 9208.34 .Shen , lh Agar, lh Overturning Overturning Torque alonment. Al, Aliment. Al, kip -f kip -fl t'tp-51 -0.00 -0.00 -0.22 0.13 0.00 6.59 -15499.4(1 -709.74 -0.23 -0.83 6906.24 6.59 -15497.16 -706.38 -0.27 -0,83 9208.34 756501 -13426.24 614.89 -343.61 -1.83 6906.26 7565.02 -13426.25 -611.98 -342.07 -1.84 9208.34 131(96.40 -7755.45 -355.35 -594.9(1 -2.35 6906.26 13096.10 -7755.45 -353.64 -592.20 -2.35 92118.34 15118.54 -6.59 41,65 -686.74 -2.23 6906.25 15118.57 6.59 41.58 683.62 -2.24 9200.34 131189.81 7744.114 354.16 -594.51 -1.52 6906.36 13089,83 7744.04 352.59 -591.81 -1.52 9208.34 7553.60 13419,65 613.98 -342.94 -0.40 6906.26 7553.60 13419.66 611.21 -341.40 -6.40 9208.34 -6.59 15499.40 709.21 0.54 0.83 6906.24 -6.59 15499.16 705,99 11.50 0.83 92(1834 -7565111 13426.24 614.37 313.92 1.83 tnxTower CG Engineering 2504th A(mhc Muth Edmonds. 11:4 95020 Phone: (425)7784500 FAT. (425) 7755500 Job SEA Oritiia Road 60' Monopole Page 11 of 13 PTOKel Verizon Wireless Antenna Modifications Daae 11:19:32 10/07/13 Client Designed by JLJ Lund CaubinoIbn Vertical 0.9 Dead+1.6 Wind 210 deg - No Ice 1.2 Ded+1 6 Wind 240 deg - No kc U.9 Dead+1 6 Wind 240 deg - No Ice 1.2 Dead+1.6 Wind 270 deg - Nokc 0.9 Dad+16 Wind 270 deg - No Ice 12 Dcad+l 6 Wind 300 dcg- No loss 0.9 Dcd+l6 Wind 300 deg - NoIce 1.2 Deod+l 6 Wind 330 deg - No ke 0.9 Del+1.6 Wind 330 deg - No Ice I2 Dcd+I.0 Ice+1.0 Temp 1.2 Ded+l.O Wind 0 dcg+1,0 1e+1.0 Tang 12 Dead+10 Wind 30 deg+1.0 ke+1.0 Temp 12 Decd+10 Wind 60 %g+10 ke+l 0 Temp 12 Dead+) 0 Wind 90 dcg+1.0 kc+1.0 Temp 1.2 Dcad+l 0 Wind 120 dcg+1.0 kc+l O Temp 12 Dud+10 Wind 150 (109+1 .0 Ice+1.0 Temp 121)pd+10 Wind 180 devil .0 kr.-10 Temp 1.2 Ded+1,0 Wind 210 deg+1.0 ke+1.0 Temp 12 Ded+1.0 Wind 240 deg+1.9 kc+1.9 Temp 12 Ded+10 Wind 270 00(+1.0 1cc+1.0 Temp (2 Dcd+i 0 Wind 300 deg+1,0 kc+1.0 Temp 1.2 Ded+1.0 Wind 330 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deb -Service Ded+Wind 30 deg - Service Dcad+Wind 60 deg - Service Dead+Wid 90 deg - Sena Dud+Wild 120 dcg - Sercice Dead+Wind 150 deg -Service Del+Wind 180 deg -Sonia Ded+Wind 210 deg -Service De d+Wind 240 deg -Send= Dead+Wind 270 deg -Service Dcd+Wild 300 deg - Service Dcd+Wid 330 dcg - Sonia Po 6906.26 910834 6906.26 9208.34 690625 920834 690626 9208.34 6906,26 13509.(16 1350906 13509,06 13509.06 13509.06 13509.06 13509 06 13509.06 135(15.06 13509,06 1350906 1350906 13509,06 7673.62 7673.62 7673.62 7673,62 7673,62 7673.62 7673.62 7673.62 7673.62 7673.62 7673.62 7673,61 Shear, Shear, Overturning 410171011. M, (b 16 ab'P-- l -7565.02 13126.25 611.59 -13096.40 7755.45 354.83 -13096.40 7755.45 353,26 -15118,54 6.59 0.13 -15118,57 6.59 0.19 -1318991 • -7744.04 -354.68 -13089.82 -7744.04 -352.98 -7553.60 -13419.65 -614.51 -7553.60 -1341966 411.6(1 0,18 -1.13 950.10 1646.76 1901.90 1647.67 951.94 (.15 -950.10 -1646,76 -1901,89 -1647.90 -952.07 -1676.60 0.DI -1935.02 -1675,46 -966.67 115 968.51 1676.36 1935.03 1675.46 966,67 -1.13 -968.64 1.84 2107.85 3649.06 4212.51 3647.23 2104.67 -1.84 -2107.85 -364906 4212.51 -3647.22 -2104.48 4318.63 -3740,96 -2160,91 -184 2157.73 3739.13 4318.63 3740.96 2160.91 1.84 -2157.73 -3738.79 -0.95 -86.57 -75.08 43,72 41.91 41.88 73,18 84.61 73.13 41.77 -1.05 43,81 -75,15 -197.45 -171,08 -98.93 -0.33 98.30 170.53 197.01 170.64 98,49 41.1 l -98,74 -170,96 Overturning SkennaL 51, bp/P 342.30 595,21 592.43 687.05 683.85 594.03 59205 343,26 341.64 0.62 0.71 -41.11 -71.74 -82,96 -71,79 -11.22 0.57 42,39 73.02 84.24 73.09 42.51 0.02 -95.43 -165,28 -19091 -165.18 -95.25 0,24 95.70 165.55 19108 165.44 95.50 Torque LP -J1 1.84 2.35 2.35 2.23 2.24 132 i-52 0.40 0.40 0.00 409 -0,16 4020 40.18 -0.11 -001 0.09 0.16 0.20 0.18 0.11 00I -0.21 -0,50 -0,66 -0.64 -0.45 41.14 0.21 0.51 0.66 0.64 0.45 0.14 tnxTower CG Engineering 25046 Amnue South EdmoN$ 114 95020 Plane: (4251 7784500 FAX' (425) 7784500 '°° SEA OriIha Road 60' Monopole Page 12 0f 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Maximum Tower Deflections - Service Wind Section No. Ekvaion fl Nor Deflection in Load Comb. Th Tart LI L2 60.32.23 35-0 8.429 3.181 39 39 1.1027 9.8048 0,0170 0.0058 Critical Deflections and Radius of Curvature - Service Wind fl 59' 58' 32' 48' 38' Appurtenance BXA-1710634CF iv/ 4' Pipe Mount LPA-80063/4CF w/ 4' Pipe Mount 1(12-11 (3) Sector Tamed -Ann Standoff RR63-19.O0XP w/ 6' Pipe Mame Load Comb. 39 39 39 39 39 DeJkehan nu / 1.0931 \ 0.0165 j 1.0835 0,0160 i 1.02390.0130 , 0.9810 -�, "0.0111 0,8520 "u 0068 Roden of Curvature Jl 10085 10085 6303 4202 2301 Maximum Tower Deflections - Design Witid Sectio, No. LI 12 E7nvai 0 Jl 60 - 32.25 35-0 Flo Afioonon 30.277 11.432 / Load CoA. 2 2 Te 74101 3,9589 2.8929 0,0613 0,0207 Critical Deflections and Radius of Curvature - Design Wind '\, Berate. A Co, Load Cash. Deflection Th Radius of Qanaure A 59' 53 52 48' 38' BXA-1710634CF w/ 4' Pipe Mount LPA-80063/4CF w/ 1' Pipe Mann HP2-11 (3).Scam Tmssed-Aim Standoff 2 RR65-19.O0XP w/ 6' Pipe Mount I 29.434 28.592 23!07 20.409 13,252 3.9245 3.8901 36776 3.5242 3.0622 0.0591 00576 0.0468 00398 0.0245 2830 2830 1768 1178 644 Base Plate Design Data Plate T n:bless tu Number Anchor Bolt of Anchor See Bons Aerial Alkwobk Ra0m Bolt Teava, l6 .equal .Ute rabk Ratio Concrete Sneaa tat Actual .Actual Allowable Alkwahk Roto Ratio Plat Slier Stress Stress tai L+ri Cannoning Cntad Condition Rat,, 2.2500 1 2.2500 189623,00 223654.40 0,85 2.689 3,060 0,88 22.024 45.000 0.49 Core fc 0.88 Ci%i+ ,¢• . \110\\C <4 h,- tnxTower CG Engineering 25046,.,,,,,.Sut6 Edmonds. s.'A 98020 Phot: 025) 77S.VSOn F. -LC. 1425) 772-9500 Sob SEA Orillia Road 60' Monopole Page 13 of 13 Project Verizon Wireless Antenna Modifications Date 11:19:32 10/07/13 Client Designed by JLJ Compression Checks Pole Design Data Section Elernnon No. Size !. L. ,l/r :I 9)', Ratio P„ Ji I 11 0( l6 11 60.32.25(1) TP22.052816.580.1875 27'9" 0' 0.0 12.6847 -5289.32 910235,00 0.006 L2 32.25 -0 (2) TP28.13821,126880.25 35' 0' 6.0 22.1228 -9186.87 1596390.18) 0.006 P. Pole Bending Design Data Semon FJernnm, n Sire Of. Ratio 91 kip -fl LI 611-32.25(1) TP22.052816.580.1875 208,11 398.58 L2 3215 -0(2) 7P28.13.821,12688(1.25 709.74 911.21 ;:I1. 0.523 0.776 61p -J1 0.00 0,00 (11.)LT. Ratio /„ 398.58 0,000 91111 000 Pole Shear Design Data Section No. Elevnnnn .11 Size :Rawl /6 ml: /6 Rona :lend I: 7: 90, kip-/klp-�i LI 60-32.25(1) TP22052816.5,0.1875 13124.90 451(3500 0,1129 0.78 798.13 L2 32.25 -11 (21 TP28.13.821.126880,25 15512.10 791236.00 11.020 0.83 1830.66 Rahn T. 6T, 0.001 0.000 Pole Interaction Design Data Section Elevation Rano Rom Ruda Rano Ratio Gum6. Alms, NO. r, A1„ :V„. 1: T. Streu Saws ;a1,. ;): ;T Rom Rano LI 611- 32.25(I) 0.006 0.523 0,000 0.029 0.001 0,530 1.000 12 32,25_0(2) (1,(06 0.776 0,000 11.1120 0.18111 0,782 15100 Criteria 4.8.2 ✓ 4.8.2 ✓ Section Capacity Table Section FJcn•nton o. 11 Component rope• Size Criticalr °Pat,- ,L Pnn' Element16 16 Ca nen- Fail LI 60-32.25 L2 32.25-(1 Pole Pole ' P22 05.816.580.1875 1428.13821,126880.25 -5289.32 )186,87 910235.00 / 53,0 1596390.1)0 ,/ 78.2 Sun,nooy Pole (12) 78,2 Base Platt 87.9 RATING 87.9 Pass Pass Pass Pass Puss tit GGIT [ 14. (76 R� Monopole Seismic Analysis (Method 2) Latitude/Longitude: 47.433222 ,-122 269664 Design Spectral Acceleration: Sds =0 951, Frequency (fl): F5Z = Sazwzl/R Sd' 0.533 _: f, = (1 / (2 Tr)) ((3 E lavg g)/(LA3 (Wu + 0.236 W1))) "3.5 = E = 29000 Itop=':>326 ./. WI = L = lbot = 2173':: Wu = g = 386.0886 lava = 1249.4411 WI. = = <" ; °.;1:00: s' R = 1.50 Saz = (a(Sa)2 + b(Sds)2) / (Sa2 + C (Sds)2)° 5 Section LA1 L1 L1 L1 LA2 L2 So = 0.4517 0.8475219 wz (lbs) a b c Saz F (lbs) M (ft lbs) 2270.2 1.827525 1.666556 1.0253522 1.767618 2675.23 157838.63 301.4 1.7661 1.388877 0.9200049 1.5880707 319.10 18507.59 450.0 1.2096 0.013952 0.2619904 0.3906876 117.21 5625.90 1276.5 1.1169457 -0.059893 0.1974683 0.2808915 239.03 11025.40 779.4 0.7581 -0.102905 0.0426475 0.1251172 65.01 2470.41 2569.2 0.1365082 0.068915 0.0320615 0.1868068 319.96 5159.40 7646.7 3735.54 200627.33 Effect of considering pole as 1 section L 30 7646.7 0.4725 -0.00625 0.00625 0.1982026 1010.39 30311.798 Section LA1 LA2 LA3 L1 LA4 L2 3376.6 469.1 Vbase = Mbase = 3.74 kips 200.63 ft -kips 3801.0 Z Wt 2270.2 301.4 450.0 1276.5 779.4 2569.2 7646.7 0 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description By JLJ Date 9/24/2013 Checked Monopole Seismic Analysis Dale Project Scale N.T.S. Orillia Road Job No. 13015.208 Sheet No. 1 to TIA-222-G - 85 mph/30 mph 0.2500 in Ice Exposure C Vx Vz Global Mast Shear (Ib) 0 ,ww Maximum Values Mx Mz Global Mast Moment (kip -ft) 1000 CG Engineering 250 4th Avenue South Edmonds, WA 98020 Phone: (425) 778-8500 FAX: (425) 778-8500 Job: SEA Orillia Road 60' Monopole Pfject Verizon Wireless Antenna Modifications Client r3__I_JLLJ1 0 I Code' TIA-222-G Date: 10/07/13 Scale: NTS je{, :+1 L V,I Y I IY1Gi V, `r LL I J_ I _L__1_L_ 0 ,ww Maximum Values Mx Mz Global Mast Moment (kip -ft) 1000 CG Engineering 250 4th Avenue South Edmonds, WA 98020 Phone: (425) 778-8500 FAX: (425) 778-8500 Job: SEA Orillia Road 60' Monopole Pfject Verizon Wireless Antenna Modifications Client Drawn byJLJ App'd: Code' TIA-222-G Date: 10/07/13 Scale: NTS Path: Dwg No. E-4 l./ Chapter 5 DESIGN TOOLS - Spreadsheets/Tables Section 5.2: General Analysis 2006 IBC Pole Foundation Design Updated 11/30/07 Input Data: b= d= h= P= S= 5 14.28 45.809 9687 300 ft diameter of pole ft depth of embedment but not over 12 feet ft distance from ground surface to point of application of P lbs applied lateral force lbs/ft2/ft lateral bearing of depth from Table 1804.2 or soils report Ssubl = 1428 allowable lateral soil -bearing pressure at a depth of one third the depth of embed Ssub3 = 4284 allowable lateral soil -bearing pressure at the depth of embedment Non -constrained pole: to be used where no constraint is provided at the ground surface. A = 2.34P/(S l *b) = d = A/2(1+sqrt(1+4.36h/A) = 3.17 14.28 Feet Iterate d above until estimated depth equals ,�, calculated depth. Use Goal Seek. ac.-(-utcuP 1964-c. -C d..c .t (ti = 17/ : 6, :. pia -ezililord 0 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description ' Pier Check By JLJ Date 10/7/2013 (Verify Orig Design) Checked Date Scale Project SEA Orillia Road Job No. 13015.208 Sheet No. CG Engineering Design Manual IBC Pole Foundation Project Name : ORILLIA ROAD - AWS Carrier Add 05/22/2013 Task Submitted On : 06/25/2013 Task Submitted By : Robert Navarro Site Modification Change Order Project Title : Requestor Name : Requestor Phone : RF Engineer : Expected Completed Date : BTA Name : BTA Number : Site Information Coordinates (NAD83) : Latitude: Longitude: Ground Elevation (ft AMSL): Mod Type : LTE Modification ORILLIA ROAD - AWS Carrier Add 05/22/2013 Robert Navarro 425-603-2145 Robert Navarro 10/31/2013 Seattle -Tacoma, WA 413 47-25-59.60 N 122-16-10.79 W 278.0 LTE Phase Type : Site Type : f 1 Colocation (X1 VZW Owned Tower ( 1 Rooftop Antennas : Sector Antenna Quantity (Tx + Rx) Manufacturer Model Number Antenna gain (dBd) Antenna Beamwidth (deg) Sector Azimuth (deg TN) Antenna Tip Height (for EME) (ft AGL) Mechanical Downtllt (deg) Adjustable Electrical Downtllt (deg) Feedline Length (ft) Number of Lines per Antenna Feedline Model Number RAD Center (ft AGL) Sector Antenna Quantity (Tx + Rx) Manufacturer Model Number Service Type: 850 B CURRENT 0054 -Alpha 2 ANTEL INTERNATIONAL, INC. LPA-80063/4CF LPA-80090/4CF 0054 -Bela 0054 -Gamma 2 2 ANTEL DECIBEL INTERNATIONAL, PRODUCTS INC. 13.0 11.5 63 45 59.98 0 90 140 59.98 0 1 1 58.00 58.00 844G90VTA-SX 0 11.8 95 285 59.98 0 1 58.00 Service Type: 700 Upper CURRENT 0054 Alpha 0054 -Beta 0054 -Gamma 1 1 1 ANTEL ANTEL ANTEL BXA-70063-4CF- BXA-70063-4CF- BXA-70063-4CF- 750 MHZ 750 MHZ 750 MHZ GeoPlan Market : Current Configuration : Proposed Configuration : Switch Identifier : Cluster # : Address : Street : City, State, Zip : County : LTE Phase : Sector Antenna Quantity (Tx + Rx) Manufacturer Model Number Antenna gain (dBd) Antenna Beamwidth (deg) Sector Azimuth (deg TN) Antenna Tip Height (for EME) (ft AGL) Mechanical Downtllt (deg) Adjustable Electrical Downtllt (deg) Feedline Length (ft) Number of Lines per Antenna Feedline Model Number RAD Center (ft AGL) Sector Antenna Quantity (Tx + Rx) Manufacturer Model Number Seattle 8-0054-0001 ORILLIA ROAD 8-0054-SMRA ORILLIA ROAD 6-8 Redmond Ridge 18800 Orillia Rd Tukwila WA 98188 King N/A Service Type: 850 B PROPOSED 0054 -Alpha 0054 -Beta 2 2 ANTEL INTERNATIONAL, INC. LPA-80063/4CF 13.0 63 45 59.98 0054 -Gamma 2 ANTEL DECIBEL INTERNATIONAL, PRODUCTS INC. LPA-80090/4CF 844G90VTA-SX 0 11.5 11.8 90 140 59.98 0 0 1 1 58.00 58.00 Service Type: 700 Upper PROPOSED 0054 -Alpha 0054 -Beta 1 1 ANTEL ANTEL BXA-70063-4CF- BXA-70063-4CF- 750 MHZ 750 MHZ 95 285 59.98 0 1 58.00 0054 -Gamma 1 ANTEL BXA-70063-4CF- 750 MHZ Antenna gain 13.0 (dBd) Antenna 64 Beamwidth (deg) Sector Azimuth 45 (deg TN) Antenna Tip 59.98 Height (for EME) (ft AGL) Mechanical 0 Downtilt (deg) Adjustable Electrical Downtilt (deg) Feedline Length (ft) Number of Lines 2 per Antenna Feedline Model Number RAD Center (ft 58.00 AGL) Sector Antenna Quantity 1 (Tx + Rx) Manufacturer 13.0 64 140 59.98 0 2 58.00 13.0 64 285 59.98 0 2 58.00 Service Type: PCS A CURRENT 0054 -Alpha 0054 -Beta 0054 -Gamma 1 1 Model Number Antenna gain (dBI) Antenna Beamwidth (deg) Sector Azimuth (deg TN) Antenna Tip Height (for EME) (ft AGL) ANTEL ANTEL ANTEL INTERNATIONAL, INC. BXA-185060/4CF BXA-185090/4CF BXA-185090/4CF 15.6 13.6 13.6 62 92 92 45 140 285 60.05 60.05 60.05 Mechanical 0 Downtilt (deg) Adjustable Electrical Downtllt (deg) Feedline Length (ft) Number of Lines 2 per Antenna Feedline Model Number RAD Center (ft 59.00 AGL) Sector Antenna Quantity (Tx + Rx) Manufacturer 0 0 2 59.00 Service Type: PCS C CURRENT 0054 -Alpha 0054 -Beta 0 0 2 59.00 0054 -Gamma 0 ANTEL ANTEL ANTEL INTERNATIONAL, INC. Model Number BXA-185060/4CF BXA-185090/4CF BXA-185090/4CF Antenna gain 15.6 13.6 13.6 (d81) Antenna 62 92 92 Beamwidth (deg) Sector Azimuth 45 140 285 (deg TN) Antenna Tip 60.05 60.05 60.05 Height (for EME) (ft AGL) Mechanical 0 0 0 Downtllt (deg) Adjustable Electrical Downtllt (deg) Feedline Length 0.00 0.00 0.00 (ft) Antenna gain 13.0 (dBd) Antenna 64 Beamwldth (deg) Sector Azimuth 45 (deg TN) Antenna Tip 59.98 Height (for EME) (ft AGL) Mechanical 0 Downtllt (deg) Adjustable Electrical Downtlit (deg) Feedline Length (ft) Number of Lines 2 per Antenna Feedline Model Number RAD Center (ft 58.00 AGL) Sector Antenna Quantity (Tx + Rx) , Manufacturer Model Number Antenna gain (dBi) Antenna Beamwidth (deg) Sector Azimuth • (deg TN) Antenna Tip Height (for EME) (ft AGL) 13.0 64 140 59.98 13.0 64 285 59.98 0 0 2 2 58.00 58.00 Service Type: PCS A PROPOSED 0054 -Alpha 0054 -Beta 0054 -Gamma 1 1 1 ANTEL ANTEL ANTEL INTERNATIONAL, INC. BXA-18506014CF BXA-185090/4CF BXA-185090/4CF 15.6 13.6 13.6 62 92 92 45 140 285 60.05 60.05 60.05 Mechanical 0 Downtilt (deg) Adjustable Electrical Downtilt (deg) Feedline Length (ft) Number of Lines 2 per Antenna Feedline Model Number RAD Center (ft 59.00 AGL) 0 0 2 59.00 Service Type: PCS C PROPOSED 0054 -Beta 0 Sector 0054 -Alpha Antenna Quantity 0 (Tx + Rx) Manufacturer ANTEL INTERNATIONAL, INC. Model Number BXA-185060/4CF Antenna gain 15.6 (dBI) Antenna 62 Beamwidth (deg) Sector Azimuth 45 (deg TN) Antenna Tip 60.05 Height (for EME) (ft AGL) Mechanical 0 Downtllt (deg) Adjustable Electrical Downtilt (deg) Feedline Length (ft) ANTEL BXA-185090/4CF 13.6 92 140 60.05 0 2 59.00 0054 -Gamma 0 ANTEL BXA-185090/4CF 13.6 92 285 60.05 0 Number of Lines 0 0 0 Number of Lines 0 0 0 per Antenna per Antenna Feedline Model Feedline Model Number Number RAD Center (ft 59.00 59.00 59.00 RAD Center (ft 59.00 59.00 59.00 AGL) AGL) Service Type: AWS B Service Type: AWS B CURRENT PROPOSED Sector Sector 0054 -Alpha 0054 -Beta 0054 -Gamma Antenna Quantity Antenna Quantity 1 1 1 (Tx + Rx) (Tx + Rx) Manufacturer Manufacturer ANTEL ANTEL AMPHENOL Model Number Model Number BXA-171063-4CF BXA-171063-4CF BXA-171063-8CF- ED/N-0 Antenna gain Antenna gain 13.5 13.5 15.3 (dBd) (dBd) Antenna Antenna 64 64 61 Beamwidth (deg) Beamwidlh (deg) Sector Azimuth Sector Azimuth 45 140 285 (deg TN) (deg TN) Antenna Tip Antenna Tip 60.05 60.05 61.02 Height (for EME) Height (for EME) (ft AGL) (ft AGL) Mechanical Mechanical 0 0 0 Downtilt (deg) Downtilt (deg) Adjustable Adjustable Electrical Electrical Downtilt (deg) Downtilt (deg) Feedllne Length Feedline Length (ft) (ft) Number of Lines Number of Lines 1 0 0 per Antenna per Antenna Feedllne Model Feedllne Model Number Number RAD Center (ft RAD Center (ft 59.00 59.00 59.00 AGL) AGL) Following are existing Dual Band Antennas at this location: - ANTEL INTERNATIONAL, INC. / BXA-185060/4CF - ANTEL / BXA-185090/4CF Following are Dual Band Antennas in the proposed configuration: - ANTEL INTERNATIONAL, INC. / BXA-185060/4CF - ANTEL / BXA-185090/4CF Comments : +For each sector, add 1 new AWS x-pol antenna +Note, only the gamma sector is on -air (285 degrees sector). The other two sectors are required for the Green River Disaster Recovery when there is flooding. All 3 sectors need to be constructed for AWS. Alpha and Beta will be placed in Grow. Gamma (283 degrees sector) will be on -air. +Add'8x8 hybrid cable (0' (1) +Add total of 3 Remote Radio Heads near new AWS antennas +Add 1 Raycap device near antennas and 1 Raycap device near ground Base equipment +Main Coax run count stays the same since AWS antennas will be fed by Hybrid cable 21 C:\TOwFR\ORAWNGS\UONOPoI£\292-SUUU...\29299662u00011K 1 03-NOV-1999 I 0937 SUMMIT MANUFACTURING, LLC 225 KIWANIS BOULEVARD, WEST HAZLETON, PA 18201 PHONE: (888) 847.6537 EMAIL: SUMMITCACa EPIX.NET FAX: (888) 460.6885 WWW.SUMMITMFBLLC.COM 60'-0" 57'-6' 53'-0' O 4T-6" 0 35'-0' 16.500' ACROSS FLATS 0'-0" T/FON 11 O d0 It 3/16" X 27.75' (Fy=65) (EST WT = 1.073 KIPS) — SPLICE LENGTH MIN = 29.70' DESIGN = 33.00' 1,UX = 36.30' R 1/4' X 35.00' (Fy=65) (EST WI = 2.304 KIPS) alPAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 250 East Broad Street, Suite 500, Columbus, Ohio 43215 (614) 221-6679 Fax: (614) 221-0166 www.P)Fweb.com ANTENNA LIST JOB DATA Page 1 of 2 Job No. 29299-682 DeDesign No. SUMMIT 1 JOB #5558 9 Rev. No. Rev. Date By RKT Chk'd By KJS Pole 60 -FT MONOPOLE Site SEA270 BOW LAKE TRANSFER STATION: TUKWILA, WA Owner U. S. WEST Ref. No. 2 1/4"� x 8'-0" LONG 918J ASTM A615 GRADE 75 Design 90 MPH/78 MPH . 1/2" RADIAL ICE ACCORDING TO TIA/EIA-222-F 1996 ANTENNA LIST LOAD CASES CASE 1 90 MPH WITH NO ICE DESIGN WIND CASE 2 78 MPH WITH 1/2" RADIAL ICE REDUCED WIND WITH ICE CASE 3 50 MPH WITH NO ICE OPERATIONAL WIND ANTENNA LIST POLE SPECIFICATIONS Pole Shope Type:( 18 -SIDED POLYGON - 1-2 - 3-5 6-8 - 9-11 12-19 - Toper: 0.200083 IN/FT Shoft Steel: ASTM A607 GRADE 65 Bose PL Steel: ASTM A572 GRADE 50 (50 KSI) Anchor Bolts: 2 1/4"� x 8'-0" LONG 918J ASTM A615 GRADE 75 ANTENNA LIST No. Elev. Description - 1-2 - 3-5 6-8 - 9-11 12-19 - TOP 57.50 57.50 56.00 53.00 53.00 52.00 47.50 47.50 5/8" LIGHTNING ROD (2) EMS RR33-20-XX_P (3) 12 -FT 'I" ARMS 3) U5 WEST REMOTE UNIT 3) EMS RR33-20-XX_P TRI -ARM SUPPORT ASSEMBLY (3) U5 WEST REMOTE UNIT (8) ALLGON 7131.20 SECTOR (3) 12 -FT 'T" ARMS STEP 80115 FULL HEIGHT. ANTENNA FEED UNES RUN INSIDE OF POLE. SHAFT SECTION DATA 90 MPH WIND 50 MPH WIND Elevation Lateral Deflection (Inches) Rototion (sway) (degrees) Lateral Deflection (inches) Rotation (swo (degrees) TOP 21.4 2.740 6.6 0.846 22.052 28.130 NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES SHAFT SECTION DATA Shaft Section Section Length (feet) Plate Thickness (in.) Lop Slice (in.) Diameter Across Flots (inches) ® Top © Bottom 1 2 27.75 35.00 0.1875 0.2500 33.00 16.500 21.127 22.052 28.130 NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES BASER 2 1/4' X 33.000' SQUARE W/(4) 2.250 ANCHOR BOLTS ON 34.000' B.C. WITH 111N. 7'-0' EMBEDMENT INTO PIER (W/NUTS & TEMPLATE PLATE ® 601.) 28.130' ACROSS FLATS BASE REACTIONS FOR USE IN FOUNDATION DESIGN MOMENT = SHEAR = AXIAL = 575 fl—kips. 12 kips 8 kips G:VOWER\ORAWING9\NONOPoLE\29I-9000_\19299662F000.0VG 1 O3-NOv-1999 1 0931 SUMMIT MANUFACTURING, LLC 225 KIWANIS BOULEVARD, WEST HAZLETON, PA 18201 PHONE: 1888) 847-6537 E-MAIL: SUMMITCA@EPIX,NET FAX: 1888) 460.6885 WWW,SUMMITMFGLLC,COM POLE SHAFT & BASE PL. DOUBLE HEAVY HEX NUT W/ WASHER 3" GAP (NO GROUT) MUM CAISSON LENGT CL POLE & FOUNDATION 1 —ANCHOR BOLTS HEAVY HEX LEVELING NUT W/ WASHER TEMPLATE AND NUTS I I! 1 i (771 2" CLR 12" PROJECTION FIN GRADE (12)45 TIES @ 6" C/C REM #5 TIES @ 18" C/C CAISSO\ 2'—O" MIN LAP (16)—#9 VERT REINF FULL HEIGHT D IL_LED aiPAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 250 East Broad Street, Suite 500, Columbus, Ohio 43215 (614) 221.6679 Fax: (614) 221-0166 www.PJFweb.com JOB DATA Page 2_ of _2 Job No. By RKT Design No. Chk'c1 By Dote KJS Rev. No. Pole MONOPOLE Site _� SEA270 BOW LAKE TRANSFER STATION:-TUKWILA, WA Oemer U. S. WEST Ref. No. Design 90 MPH/78 MPH + 1/2" RADIAL ICE ACCORDING TO TIA/EIA-222-F 1996 29299-682 SUMMIT JOB 115558 11-03-1999 Rev. Date THERE ARE TWO NOTCHES ON THE ANCHOR BOLT TEMPLATES LOCATED 180' APART. THE CONTRACTOR SHALL POSITION THE ANCHOR BOLTS AND TEMPLATES IN THE FOUNDATION PER THE SUMMIT MANUFACTURING ANCHOR BOLT TEMPLATE DRAWING. NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6±I.57,). CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.4. ALL CONCRETE WORK SHALL 8E IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318, LATEST EDIDON. FOUNDATION INSTALLATION SHALL 8E IN ACCORDANCE WITH ACI 336, 'STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS', LATEST EDITION. 2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -6I5 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING. 3. SEE PAGE 1 FOR ANCHOR SOLI QUANTITY, SIZE, LENGTH, ANO HOLT CIRCLE. 4. TOTAL CONCRETE = 12.7 CUBIC YARDS. 5. FOUNDATION DESIGN 15 BASED UPON GEOTECHNICAL EXPLORATION REPORT PREPARED BY: ZIPPER ZEMAN ASSOCIATES, INC REPORT NO.: J-477 DATED: 09-15-1999 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL REPORT INDICATES GROUNDWATER WAS ENCOUNTERED AT 13'-6' BELOW GRADE. 8. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE LOADS: MOMENT: 575 FT -KIPS SHEAR: 12 KIPS AXIAL: 8 KIPS 9. GEOTECHNICAL REPORT RECOMMENDS THAT THE CAISSON CONTRACTOR BE PREPARED TO CASE THE HOLE IF NECESSARY. NOTE: GEOTECHNICAL REPORT INDICATES THAT UNDERGROUND UTILITIES ARE LOCATED IN THE VICINITY OF THE PROPOSED MONOPOLE LOCATION. PIES) FOU\ 3ATI O \ DECEIVED NOV 25 2013 • C(JMMUrvl 1 DEVELOPMENT VER/ZON WIRELESS PROPOSED WIRELESS COMMUNI CA TIONS FACILITY PROJECT KNOWN AS." SEAQ ORILLIA City of Tukwila SEAQ Orillia PROJECT NARRATIVE FOR CITY OF TUKWILA NOVEMBER 18TH 2013 PRESENTED BY: ATE, INC MELISSA HELLAND 425-308-8710 (MOBILE) 425-606-4351 (FAX) MELISSA PAPEIRON RE. COM 1 I. GENERAL INFORMATION OWNER: APPLICANT: TYPE OF PERMIT APPLYING FOR: PARCEL NUMBER: PROPERTY ADDRESS: PROPERTY TYPE: ZONE: EXISTING USE: LEGAL DESCRIPTION: ASSOCIATED PERMITS: City of Tukwila SEAQ Orillia King County, a municipal corporation and political subdivision of the State of Washington Verizon Wireless (VAW) LLC d/b/a Verizon Wireless a Delaware LLC c/o Apeiron Real Estate, Inc. Attn: Melissa Helland 17030 4th Ave SE Bothell, WA 98012 Type 1 Wireless Communications Facility Permit 352304-9037 18800 Orillia Rd. S, Tukwila, WA 98188 Commercial Tukwila Valley South (TVS) The property accommodates and existing wireless communications facility. PAR A OF TUKWILA BLA L09-031 REC 20091112900001 SD BLA LOCATED IN W 1/2 OF SW 1/4 OF 35-23-04 L99-0062, Permit for existing 60' monopole and (2) antennas L2000-012, Permit for (4) additional antennas on existing tower D07-023, Relocation of antennas from middle platform to top platform was approved, but file was closed due to inactivity. L09-058, Permit for (4) additional antennas and relocation of (6) existing antennas to the vacant platform at the top of the subject tower. 2 II. ITEMIZED LIST OF DOCUMENTS o Project Description/Narrative (this document) o Application Checklist (1 copy) o Completed Application Form o Drawings (5 copies 11"x17") o Application Fee Check in the amount of $563.00 (Receipt Requested) o Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). o This document includes a statement describing the proposed project and compliance with the City's Code requirements. o Applicant Current Business License o Structural Calculations City of Tukwila SEAQ Orillia 3 111. PROJECTPROPOSAL DESCRIPTION Verizon Wireless ("VZW") is a wireless communications company operating on a National level. VZW is licensed to operate in the city of Tukwila by the Federal Communications Commission (FCC). It is VZW's desire to work with the city of Tukwila to ensure its proposed project is consistent with all local ordinances and zoning regulations while providing adequate wireless communications coverage to VZW's customers; including critical communication services for emergency, business, and personal use. Pursuant to Tukwila Municipal Code, Section 18.104.170; Applicant is proposing to add (3) new antennas [(2) 2' & (1) 4'], (3) Remote Radio Units, (1) Surge Protector, & (1) hybrid fiber/power cable to the existing 60' monopole. In order for the existing monopole to accommodate the additional antennas, Applicant will need to replace the existing antenna mounting system currently located on the tower. This proposal will not increase the height of the existing tower. There will be no ground disturbance and no new noise producing equipment proposed associated with the Applicant's proposed modification. 4 City of Tukwila SEAQ Orillia Iv.. TM C 18.104.170 GENERAL REQUIREMENTS THE FOLLOWING ARE GENERAL REQUIREMENTS FOR ALL WIRELESS COMMUNICATION FACILITIES- Applicant's responses to the General Requirements are noted below in bold: (1) Noise — Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. N/A -Applicant is not proposing any new noise proposing equipment. (2) Business license requirement — Any person, corporation or entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Applicant has current City of Tukwila Business License with the city (attached for reference). In addition, the General Contractor working on the construction for the proposed modification will also file for a Business License prior to the permit being picked up for construction. (3) Signage — Only safety signs or those mandated by other government entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication facilities. No new signs are proposed to be installed with this modification, unless required by either the FCC and/or the FAA. (4) Parking — Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. This is an unmanned facility. Facility maintenance occurs approximately once a month. There is existing on-site parking available, which provides adequate parking for when maintenance is required. The proposed modification will not increase the need for additional parking. (5) Finish — A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. The proposed antennas, feed lines, coaxial cables, and associated mounting hardware will match the existing monopole to blend with present equipment and surrounding area. 5 City of Tukwila SEAQ Orillia (6) Design — The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. The proposed antennas, feed lines, coaxial cables, and associated mounting hardware will match the existing monopole to blend with present equipment and surrounding area. (7) Color— All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. The proposed antennas, feed lines, coaxial cables, and associated mounting hardware will match the existing monopole to blend with present equipment and surrounding area. (8) Lighting — Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is permitted on any tower. No tower lighting is proposed with this modification, unless required by the FCC and/or FAA. (9) Advertising — No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. No advertising is or will be on-site. (10) Equipment Enclosure — Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building. Applicant is not proposing any changes to the existing ground. SPECIFIC DESIGN STANDARDS BASED ON TYPE OF FACILITY- The following requirements shall apply: 18.58.090 Adding Antennas to Existing WCF Tower -Specific Development Standards - Applicant's responses to the Development Standards are noted below in bold: (1) Height — The height must not exceed what was approved under the original application to construct the tower. If the height shall exceed what was originally approved, approval as a Type 2 decision is required for any height which will be less than the maximum height of the zone. Applicant is not proposing any height increase. (2) Antenna aesthetics — Antennas shall be painted to match the color scheme of the tower. The proposed antennas, feed lines, coaxial cables, and associated mounting hardware will match the existing monopole to blend with present equipment and surrounding area. 6 City of Tukwila SEAQ Orillia (3) Antenna intensity — There is no limit on the number of antennas that may be located on an existing tower. Applicant acknowledges. (4) Feed lines and coaxial cables — Feed lines and coaxial cables shall be located within the tower. Any exposed feed lines or coaxial cables (such as when extended out of the tower to connect to the antennas) must be painted to match the tower. Applicant will follow the existing feed line and coaxial cable path. (5) Cabinet equipment — A new cabinet shall be located within the equipment enclosure that was approved as part of the original application. If the applicant wishes to expand the equipment enclosure from what was approved by the City or County under the previous application, the applicant shall seek a wireless communication facility (Type 2) application for only the equipment enclosure increase. Applicant is not proposing any changes to the ground. The proposed modification is to the existing tower only. (6) Setbacks — Setbacks shall not apply when an applicant installs new antennas on an existing tower and uses an existing equipment enclosure. If the equipment enclosure is increased, it must meet setbacks. Applicant is not proposing any changes to the ground. The proposed modification is to the existing tower only. Therefore, the additional antennas do not need to meet setbacks. 7 City of Tukwila SEAQ Orillia License No. BUS -0100240 -PAST DUE NOTICE- CITY OTICECITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD • TUKWILA, WA 98188 • (206) 431-3680 ACCT OVER 60 DAYS - 2013 BUSINESS LICENSE RENEWAL Expiration Date Activity No. License Description Business License SEATTLE SMSA LP VERIZON/Real Estate, M/S 231 15900 SE EASTGATE WAY BELLEVUE, WA 98008-5431 Customer #: 00033909 *** Correct and update information below.*** UBi ¢ uslriess Usa eftl. Business Location:18700 ORILLIA RD, 'TUKWILA, WA 98188 Phone Number. (425) 603-2824 Business Use: Unmanned cell site Square Footage: Business Type: partnr 12/31/2012 00011243 Payment Due Date : 01/01/2013 111111111111111 UBI: 600546159 How many Owners, Managers & Employees: Full Time: GH M~µ{dPartTime: Contact Information (please print) Local Manager. Jti) 1•Cy (Aft, e A Phone: Y,t f ^ 60 3 ' e2Y 1.'elcy. va-+5(,.CJvert'zor.w:rcf jC•' (fez- .*Le.)". (A../ Phone: Email: Name of Owner. Emergency Contact: /lJOC Ce.,t Are— Business re— Business License Fee: $ Closed Business: I certify the (Signature) N!� Phone: ge.)O +_24 - 4,20 7 . / v Use Worksheet on back side of this renewal. ve information I am no longer conducting business In Tukwila as of: (Date) YOU MUST SIGN BELOW FOR RENEWAL TO BE COMPLETE! s correct (Contact Phone #) ��. r- 60,E 213zte 11 ..rtcy Van, (, (Print �nr)j13 (Date) �' fI i RENEW ONLINE @ https://securepay.tukwilawa.gov (Must use Customer Name & Customer No. exactly as fisted above.) For questions, please contact our Business License Specialist at (206) 431-3680 or e-mail Iicensinc a?tukwilawa.gov November 18th 2013 City of Tukwila Department of Community Development Attn: Minnie Dhaliwel 6300 Southcenter Blvd., #100 Tukwila, WA 98188 RE: Verizon Wireless Project -SEAQ Orillia Dear Minnie, Per our conversation on 11/15/13, I have enclosed the following for your review: 17030 4TH AVE SE BOTHELL, WA 98012 PH: (425) 308-8710 FAX: (425)606-4351 WWW.APEIRON-RE.COM • Project Description/Narrative • Application Checklist (1 copy) • Completed Application Form • Drawings (5 copies 11"x17") • Application Fee Check in the amount of $563.00 (Receipt Requested) • Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). • Statement describing the proposed project and compliance with the City's Code requirements. • Applicant's Current Business License • Structural Calculations Please let me know if you have any questions or need any additional information. Thank you in advance for your time. Sincerely, Melissa Helland Apeiron Real Estate, Inc. 425-308-8710 (mobile) 425-606-4351 (fax) melissa@apeiron-re.com STATE OF WASHINGTON COUNTY OF KING CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX• (206) 431-3665 E-mail: planningTukwilaWA.gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss RECEIVED NOV 25 2013 • COMM 1N11 Y DEVL-LOPMLNT The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of nay knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 18800 Orillia Rd. S. Tukwila. WA 98188 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. r _ r 1 EXECUTED at �.� (city), W 1)' (state), on I / 1 t / pN'L" `5�' +�� y6• Atrt1~ 0464 ovAs' 2tOF*i `? -"'cam fri \ PCA --1 r/N Q (Print Name) 2. Z 1 p-ti6/•--e 4-(/ 124. _.S (Address) +-4- et f iLDF 7�6b — Z� -- ca6 L (Phone Number) (Signature) On this day .*�tiNattttth %' '11 , + before me / 1'f 1 ql to me known to be the individual who execute � At and acknowledged that he i lte signed the same as hisilw.voluntary act and deed for the uses and purposes.. Y+� 1;, (43 SUB n --$,WO "' TO BEFORE ME ON THIS /"e DAY OF 4/GCU? 401 re , 20 /'11 (-727 a /(1, NOTARY PUBLIC in arr4 forSta f Waington f / �� f residing at Q/ltQ �� �h? Vi(3)4/ My Commission expires on j 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 cases, 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. .15. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). N/A 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microcell and is to be attached to an exiting 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. NIA 8. Sensitive Area studies and proposed mitigation (if required). N/A 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC 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 frequency engineer explaining the need for the proposed wireless communication facility at that location. Additionally, the applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. H:'Land Use Applications in PDF\Wireless Communication Facility-Jan2011.doc CbeckItems submitted °application Information Required Maybe waived in unusual cases, upon approval of both Public Worksyand planning .. 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 a $365 notice board fee 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. H:\ and Use Applications in PDF\Wireless Communication Facility-Jan2011.doc RECEIVED NOV 25 2013 CITY OF TUKWILA COMMUNi i ''WIRELESS TELE - Department of Community Developi nicLOPMEN 6300 Southcenter Boulevard, Tukwila, WA 98188 COMMUNICATION Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planninR@TukwilaWA.gov FACILITIES APPLICATION Planner: Application Complete Date: ►R STAFF USE ONLY - Permits Plus Type -WIRE File Number: L k3 _ DQ L/L Application Incomplete Date: Project File Number: p 3 - t/ 5 Other File Numbers: NAME OF PROJECT/DEVELOPMENT: VZW @ SEAQ Orillia (AWS Modification) LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 18800 Orillia Road S., Tukwila, WA 98188 Quarter -Section -Township -Range: SW -35-23-4 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 352304-9037 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. Verizon Wireless (VAW) LLC d/b/a Verizon Wireless a Delaware LLC c/o Apeiron Real Estate, Inc. -Atm: Melissa Helland Name: Address: Phone: 17030 4th Ave. SE, Bothell, WA 98012 (425) 308-8710 FAX: (425) 6064351 E-mail: melissa@apeiron-re.co Signature: (! H:\Land Use Applications in PDF�Wireless Communication Facility-Jan2011.doc Date: 11/17/2013 at* of J uliwita Department Of Community Development AFFIDAVIT OF DISTRIBUTION 1, _Teri Svedahl , HEREBY DECLARE THAT: Mailer's signature: 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: K.C. ASSESSOR'S OFFICI /Ad //?. ACCOUNTING DIVISION TH Was mailed to each of the addresses listed/attached on this _11_ day of _December , 2013 UU 4 AVE - RM 709A SEATTLE, WA 98104 Project Name: VERIZON @ SEAQ ORILLIA Project Number: PL13-0045 Associated File Number (s): L13-0046 Mailing requested by: Max Bak Mailer's signature: W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Department of Community Development TO: Melssa Helland Apeiron Real Estate, Inc. 17030 4th Ave. SE Bothell, WA 98012 melissa @ apeiron-re. com December 10, 2013 NOTICE OF DECISION Tom Paine King County 7277 Perimeter Rd. S. Seattle, WA 98108 Jim Haggerton, Mayor Jack Pace, Director This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number: Applicant: Type of Permit Applied for: Project Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District: I. PROJECT INFORMATION L13-0046, PL13-0045 Melissa Helland, for Apeiron , LLC Type 1 Wireless Telecommunications Facilities Permit Approval of a Type I Wireless Communication Facilities Permit in order to add (3) new antennas [(2) 2' & (1) 4'0], (3) Remote Radio Units, (1) Surge Protector, & (1) hybrid fiber/power cable to existing 60' monopole. The proposal includes replacement of existing mounting system located on the tower. No ground disturbance or expansion of the existing compound is proposed. Parcel Number: 352304-9037. The site address is 18800 Orillia Rd. S, Tukwila, WA 98188. N/A Tukwila Valley South (TVS) II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. MB W:\Users\Max\Wireless facility NOD.doc Page 1 of 3 12/10/2013 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Decision on Substantive Permit: The City Community Development Department has determined that the application for a Type 1 Wireless Communications Facility does comply with applicable City and state code requirements and has approved that application without conditions. 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, that is by December 24, 2013. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $541 plus retainer. 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. MB Page 2 of 3 12/10/2013 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 Max Baker, who may be contacted at 206-431-3662 or via email at max.baker@tukwilawa.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila MB Page 3 of 3 12/10/2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTIFICATION: FILE NUMBER: APPLICANT: PROPERTY OWNER: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: ATTACHMENTS: Vicinity/Site Information Project Description SM 1 W:\Users\Max\Wireless Facility SR.doc STAFF REPORT TO THE DIRECTOR PREPARED December 3, 2013 Notification is not required for a Type I land use application. L13-0046, PL13-0045 Melissa Helland, for Apeiron Real Estate, Inc. King County Approval of a Type I Wireless Communication Facilities Permit in order to add (3) new antennas [(2) 2' & (1) 4'0], (3) Remote Radio Units, (1) Surge Protector, & (1) hybrid fiber/power cable to existing 60' monopole. The proposal includes replacement of existing mounting system located on the tower. No ground disturbance or expansion of the existing compound is proposed. Parcel Number: 352304-9037. The site address is 18800 Orillia Rd., Tukwila. N/A Exempt Tukwila Valley South (TVS) Tukwila Valley South (TVS) Maxwell Baker, Planning Intern Project Plans for Permit L13-0046 FINDINGS Page 1 of 4 12/10/2013 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 The applicant is requesting approval of a Type I Wireless Communication Facilities [WCF] Permit to replace equipment on an existing tower located at 18800 Orillia Rd. The project includes adding (3) new antennas [(2) 2' & (1) 4'], (3) Remote Radio Units, (1) Surge Protector, & (1) hybrid fiber/power cable to the existing 60' monopole. In order for the existing monopole to accommodate the additional antennas, applicant will need to replace the existing antenna mounting system currently located on the tower. The new antenna color will match or will be painted to match the color of the existing monopole. No ground disturbance or expansion of the existing compound is proposed. Existing Development This monopole is preexisting. Surrounding Land Uses The property and the surrounding parcels are zoned TVS. BACKGROUND In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides specific location and design requirements for the placement of WCF within the City of Tukwila. The WCF being modified is preexisting. Previous permits: L99-0062, L2000-012, D07-023, L09-058. 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 Permit Required, Based on Type of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Transmission Tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (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. An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. (3) MB 1 W:\UsersNax\Wireless Facility SR.doc Page 2 of 4 12/10/2013 • . The applicant is adding additional antennas to an existing tower. This decision does not require the use of any new facilities for placement of the new antennas. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards listed under TMC 18.58.070 and 18.58.090. Table B Design Standards Project does comply Project does not comply Not Applicable 1. Generators must comply with TMC 8.22 regarding noise. The applicant has not proposed a new generator. 2.Business License Requirement Verizon has applied for a business license (00004523). 3. Only safety signage must be placed on the WCF. The applicant does not propose any signage. 4. Accommodations for parking for maintenance personnel must be provided. Parking is not affected by this modification. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. 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. No new buildings or structures are proposed. 7. Antennas shall have the same color scheme as the structure they are located on. These antennas will be located on a utility tower, therefore this criteria does not apply. 8. WCF poles and towers shall only have safety lights if required by a government agency. No lighting is proposed. 9. No advertising is permitted on WCF No advertising is proposed. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. No change to the existing equipment enclosure is proposed. MB 1 W:AUsers\Max\Wireless Facility SR.doc Page 3 of 4 12/10/2013 11. When adding antennas to existing WCF towers, height must not exceed what was approved under the original application to construct the tower. These antennas will be located on a utility tower, therefore this criteria does not apply. 12. Antennas shall be painted to match the color scheme of tower. Antennas and ancillary equipment will be painted to match the existing tower color. 13. Feed lines and coaxial cables shall be located within the tower. Those exposed shall be painted to match tower. Feed lines and coaxial cables will be routed internally within the existing monopole. 14. A new cabinet shall be located within the equipment enclosure that was approved as part of the original application. No new cabinet is proposed, therefore this criteria does not apply. CONCLUSIONS 1. The proposed modifications to the existing antenna will not significantly alter the conditions that currently exist. The height of the tower will not change. 2. As demonstrated in Table B, the project meets all applicable development standards. 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. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type I Wireless Communication Facility permit as applied for by Apeiron Real Estate, Inc. for Verizon without conditions. • MB Page 4 of 4 12/10/2013 1 W:AUsers\Max\Wireless Facility SR.doc SHEET INDEX N •-- .11111111 APE1 lON ` J ` ,' .)/ REAL-ESTATE, INC ARCHITECTURAL T-1 TITLE SHEET SP -1 GENERAL NOTES A-1 OVERALL SITE PLAN A-2 ENLARGE SITE PLAN AND DETAILS A-3 ELEVATIONS A-4 DETAILS ELECTRICAL_ E -I ELECTRICAL GROUNDING PLAN, NOTES AND DETAILS RECEIVED 1 [�' �/ !V O V 25 2013 • COMMUNI 1 Y DL-VLLOPMLN MI verlZpnwireless WASHINGTON STATE CODE COMPLIANCE 2012 IBC, STANDARDS AND AMENDMENTS, WAC 51-50 2012 IMC, STANDARDS AND AMENDMENTS, WAG 51-52 2012 IFC, STANDARDS AND AMENDMENTS, WAG 51-54 2012 UPC, STANDARDS AND AMENDMENTS, WAC 51-56, 51-51 SEA-ORILLIA ROAD (AWS ) 18800 ORILLIA RD S. TUKWILA, WA 98188 PROJECT SUMMARY SEA -4 R I L L I A R D APPLICANT. VERIZON WIRELESS 3350 16157 AVE 5E BELLEVUE, WA 98008 APPLICANT AGENT. AWS 18800 ORILLIA RD S. APEIRON REAL STATE, INC CONTACT: MELISSA HELLAND PHONE: 425-3081.8110 RE.COM EMAIL: MELI55A1APEIRON-OC TUKWILA, WA 98188 \iL'S1 I P+ ASSOCIATES DESIGN CONSULTANT. Q ,.., WAS AV, LAT: 47 25'59.60"NQS CAMP d ASSOCIATES INC.P 19401 40TH AVE W SUITE 200 LYNNWOOD WA, 55035 CONTACT: ERIC CAMP PHONE: 425-140-6390 >. �® / 4i �JJ� Q ' I LONG: 122 16' 10.79" W - _ ,LVNNx ` ` `, `, 55 ELEVATION 278' AMSL CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS Nom+ \� 19401 40TH AVE. W., SUITE 200 PH: (425) 740$390 (425 WA -1614 NNVW.C(AMPASSOC.COM PROJECT MANAGER. EJC LEGAL DESCRIPTION. SEE PAGE A I\c5 without permission. \\ PREPARED BY. 410 -I SIGNATURE BLOCK VICINITY MAP APPROVED BY. EJC SITE NAME. SEA-oRILLIA RD SITE ADDRESS. 15800 ORILLIA RD S. TUKWILA, WA 58155 TITLE SIGNATURE DATE urn I 4"1N,M1 t\ € I 1 a M % . I 457. LAND OWNER. KING COUNTYWAS STRUCTURE OWNER' VERIZON WIRELESS JURISDICTION. CITY OF TUKWILA CONSTRUCTION'"'"' MANAGER a r W. a .i 2 N 1 4 0 47 c l' r 3c NZ. 1P1 4:'..4.....' 10.14-15 156180 FOR FINAL PER117 410 10-09.13 ISSUED FOR PRELIM PER11T 09-24-13 ISSUED FOR P LIM PER11i PARCEL NUMBER. 3523049031 RF ENGINEER a MT .• .3*"` SITE �', - — ��• ''. ' ZONING. Tv5 - TUKWILA VALLEY SOUTH OCCUPANCY. GROUP - U (UNOCCUPIED) .:... / 0� u 10 CONSTRUCTION TYPE. IIB NON COMBUSTIBLE REAL ESTATE . 4 :" `00' u 4 11134 L. " if, i 1'1114 a SHEET NAME TITLE SHEET PROJECT(ON. SITE ACQUISITION 3 tn.. a, •• SI S'µ.NORTH SCOPE OF WORK INCLUDES: - - - .. - INSTALL (3) NEW ANTENNAS, 3 RRU'S, 1 HYBRID CABLE AND 1 SURGE PROTECTOR ON Ex15TING 60'-0' HIGH pRIVING DIRECTIONS FROM VERIZON WINLESS (3350 161ST AVE. SE., BELLEVUE WA): MONOPOLE. MINOR STRUCTURAL UPGRADE -NON-SHRINK GROUT SHALL BE PROVIDED BELOW BASE PLATE - ALL TOWER SECTIONS, CONNECTIONS AND FOUNDATION SYSTEM ARE PROPERTY OWNER DEPART 3245 158714 AVE SE, BELLEVUE, WA AND TURN RIGHT (WEST) ONTO 5E EASTGATE WAY L13• TURN LEFT (WEST) ONTO RAMP 1-90 W / SEATTLE TAKE RAMP (LEFT) ONTO 1-50 (MOUNTAINS TO SOUND GREENWAY-I-50) AT EXIT 10, TURN RIGHT ONTO RAMP (1-405 5 / 1-405 N / BELLEVUE / EVERETT / RENTON / TACOMA) SHEET NUMBER . 0 WITHIN THEIR ALLOWABLE CAPACITIES. TOWER OWNER TAKE RAMP (LEFT) ONTO 1-405 (1-405 5 / TACOMA / RENTON). ROAD NAME CHANGES TO WA -518 TAKE RAMP (RIGHT) ONTO 1-5 (1-5 5 / PORTLAND) AND AT EXIT 152, TURN RIGHT ONTO RAMP S. 18871-I 57. / ORILLIA RD.) KEEP LEFT TO STAY ON RAMP (ORILLIA ROAD) AND TURd LEFT (SOUTH-EAST) ONTO 5 188714 ST TURN LEFT (EAST) ONTO ORILLIA RD 5. DESTINATION ON THE LEFT PROJECT NUMBER 20130844705 CONTRACTOR NOTES. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. GENERAL NOTES. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED 70 BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERIUISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL V151T THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRICTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER 71-15 CONTRACT. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE M STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY 14415 CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. ANTENNA SUPPORTING POLE 15 UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL A5515T ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. DETAILS INCLUDED HEREIN ARE INTENDED 70 SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURSING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. CONTRACTOR 51-IALL ENSURE TI -15 GENERAL WORK AREA 15 KEPT CLEAN AND HAZARD FRE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL 05144 REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR 15 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 T14555 DOCUMENTS. CONTRACTOR 15 RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIR1 LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX 4 ADDITIONAL EQUIPMENT LOADING 15 TO BE DONE BY OTHERS. 1 GENERAL NOTES METAL NOTES. PART I - GENERAL L SECTION INCLUDES: STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING UNDER BASE PLATES. O SUBMITTALS: SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. 3. QUALITY ASSURANCE A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AEC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE. PART 2 - PRODUCTS 1. MATERIALS: A. STRUCTURAL STEEL MEMBERS: A5151 A512, GRADE 50 B. STRUCTURAL TUBING: ASTM 4500, GRADE B C. PIPE: ASTM 453, TYPE E OR 5, GRADE B D. BOLTS, NUTS, AND WASHERS: ASTM 4325 E. ANCHOR BOLTS: ASTM 4301 F. WELDING MATERIALS: AWE, DLL TYPE REQUIRED FOR MATERIALS BEING WELDED G. GROUT: NON -51 -RINK TYPE, PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 1000 psi AT 25 DAYS. H. SHOP AND TOUCH-UP PRIMER: 55PC 15, TYPE 1, RED OXIDE I. TOUCH-UP PRIMER FOR GALV. SURFACES: ZINC RICH TYPE 2. FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED WELDS SMOOTH. 3. FINISH: A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH 55PC SP -I TO 5P-10 PROCEDURES. B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. PART 3 - EXECUTION I. EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. 2. ERECTION: A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND BRACING, B. FIELD WELD COMPONENTS INDICATED ON 51-10P DRAWINGS, C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECTION 05000, -METALS, PART 2 - PRODUCTS, 14 4 1. SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED. 3. FIELD QUALITY CONTROL: FIELD INSPECTION OF MEMBERS, CONNECTIONS, IIIELDS AND TORQUING, TELECOMMUNICATIONS WIRING COMPONENTS (COAXIAL ANTENNA CABLE) I. GENERAL A, ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY 744E OUNER (REFER TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR 15 RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS 51-IALL BE SUPPLIED BY THE CONTRACTOR. 2. MATERIALS: A. COAXIAL CABLE: I. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN 3'-0' OL. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE STATED. 2. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE I-5/5' AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 1/5'. 3, ANTENNA AND COAXIAL CABLE GROUNDING A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) 4. COAXIAL CABLE IDENTIFICATION A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PLASTIC TAGS SHALL SE USED AT THE FOLLOWING LOCATIONS: 1. FIRST LOCATION 15 AT THE END OF THE COAX NEAREST THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED). 2. SECOND LOCATION 15 INSIDE THE EQUIPMENT SHELTER NEAR THE WAVEGUIDE ENTRY PORT. B. USE ANDREW CABLE TIES (PT! 21290) TO SECURE IDENTIFICATION TAGS. 5. TESTING VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORI T145 COAXIAL SWEEP TEST 4 REPORT. THE CONTRACTOR 15 TO PROVIDE CLIMBER / QUALIFIED PERSONNEL TO A55151 IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TE5T 15 COMPLETE. THE CONTRACTOR 15 TO PROVIDE VERIZO54 WIRELESS A MINI(1111 OF 48 HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. ELECTRICAL NOTES. INSTALLATION OF SECONDARY POUER AND CONNECTION TO METER 51-IALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 10, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES 1 EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER ASTM B 231, B 400, ILEA 5651-401, ILEA P51-510, 4 LOCAL PUD. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OUNER FURNISHED BACK BOARD. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651: WESTER) PLASTICS OR CARLON MANUFACTURER COUPLING5 SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE 'WIDE SWEEP' TYPE WITH A 24' MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE R65, (OR PVC ENCASED IN 8418' RED CONCRETE DUCTBANK) CONDUIT USED INDOORS SHALL BE EM.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS 51-1ALL BE RIGID STEEL AND COMPRESSION TYPE FOR EMT. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE A5 REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE 1-10PE PULLING HAND HOLES A5 NEEDED. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHM5. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH A5 'NO -OXY', NOAOLX' OR 'PENETROX'. VERIFY PRODUCT WITH PROJECT MANAGER ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI -CORROSIVE AGENT SUCH A5 LP5-3 OR AS PER NOTE 6 ABOVE. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. CONTRACTOR TO ENSURE I1.0 PROVIDED WITH (2) INTERNAL TV55. CONTRACTOR SHALL COORDINATE WITH 51TE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. WWERVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROU. VERIFY THAT AIL, OF THE UTILITY DOES N101 EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. UTILITY POINTS OF SERVICE AND WORK / MATERIALS 51-10WN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK GROUNDING NOTES' I. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRICTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODE5. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS 50 THAT ACCESS TO EQUIPMENT 15 NOT BLOCKED. 3. THE CONTRACTOR 15 RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 4. ALL GROUND CONNECTIONS BELOW GRADE 5HALL BE EXOTHERMIC (CADWELD) 5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR 4 EXTERIOR) 5HALL BE FORMED USING TIDO (2)14103 PRESS CRIMPS. 5. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP 4 HAVE A VERTICAL SEPARATION OF 6' FOR EVERY ADDITIONAL CONNECTION. 1, ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 5. ALL EXTERIOR GROUND CONDUCTORS SHALL 5E '2 AUG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 5. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8'4 10 -FT. LONG (OR NOTED OTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18' BELOW FINAL GRADE OR 6' BELOW FROST LINE FOR MAXIMUM DEPTH. 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE 510E5 OF T145 GROUND BUS ARE PERMITTED. II. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24' BELOW GRADE OR 5' MINIMUM BELOW THE FROST LINE. 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF I'-0' FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 15. OBSERVE NEL. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 15. GROUNDING ATTACL 1ENT TO TOWER SHALL BE A5 PER MANUFACTURER'S RECOMMENDATIONS OR .4T GROUNDING POINTS PROVIDED (2 M1N1MUM) 11. MAXIMUM RESISTANCE OF 144E COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 01415. 15. CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. IRON REAL ESTATE, INC SEA-ORILLIA ROAD ( AWS ) 18800 ORILLIA RD S. TUKWILA, WA 98188 ({� CAMP+ ASSOCIATES 19401 40TH AVE. W-, SUITE 200 LYNNWOOS, WA 98036 PH: (425) 740-6390 FAX (425) 224-1614 W W W,CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. 410 APPROVED BY. EJC 10-18-13 ISSUED FOR FINAL PERMIT 10-14-13 ISSUED FOR FINAL PERMIT 410 10-09-13 ISSUED FOR PRELIM PERMIT 05-24-13 ISSUED FOR PRELIM. PERMIT SHEET NAME GENERAL NOTES SHEET NUMBER SP -1 PROJECT NUMBER 20130944705 C) 0 0 O Op Q, 0 00 Q1 Z 0 N Cf0 of 1 OVERALL SITE PLAN PROPERTY LINE L. 18169' R. 3085.0' =3'22'28' PROPERTY LINE N10°IT46' E I58.04'! PROPERTY UNE L. 18169' R. 3085.0' 0=3'22'28' PROPERTY LINE N81'5T23'W 920.96'! I I I I I I NORTH 0 80 leo 240 GENERAL NOTES L THIS 15 NOT A SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. 2. SEE PAGE 5P -I FOR MORE INFORMATION. 3. CONTRACTOR TO VERIFY FINAL LOCATION OF ANTENNAS AND ANTENNA MOUNTS WITH STRUCTURAL DRAWINGS AND CALCULATIONS COMPLETED BY OTHERS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY CONFLICTS <5 COMMENCING AT THE WEST QUARTER OF SAID SECTION 35, THENCE SOUTH 8756'21' EAST ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 35 A DISTANCE OF 960 FEET, THENCE LEAVING SAID SECTION CENTERLINE SOUTH 53°24'38' WEST 121.51 FEET, THENCE SOUTH 38°4279' EAST, SAID COURSE HEREAFTER BEGIN REFERRED TO AS COURSE 'A° 1,144.92 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTH WEST QUARTER OF SAID SECTION 35, 100 FEET FORM THE NORTHEAST CORNER THEREOF AND THE TRUE POINT OF BEGINNING, THENCE SOUTH 04°04'10' WEST PARALLEL TO THE EAST LINE THEREOF, 490 FEET THENCE NORTH 81°51'23' WEST PARALLEL TO THE NORTH LINE THEREOF, 920.96 FEET MORE OR LESS TO THE EASTERLY MARGIN OF WASHINGTON STATE PRIMARY HIGHWAY NO. 5, ACCORDING TO THE SURVEY LINE OF SR 5 SOUTH 188TH ST INTERCHANGE, THENCE NORTHERLY ALONG SAID EASTERLY MARGIN OF WASHINGTON STATE PRIMARY HIGHWAY NO. 5 TO A PONT INTERSECTING TO THE SOUTH RIGHT OF WAY MARGIN OF ORILLIA ROAD EXIT N., THENCE SOUTH 65°13'16' EAST, 502.58 FEET TO A POINT ON A LING T00 FEET EAST OF AND PARALLEL WITH SURVEY LIN Lw OF SR 5 SOUTH 18871-I ST. INTERCHANGE, THENCE SOUTH 09°34'47' WEST PARALLEL WITH WASHINGTON STATE PRIMARY HIGHWAY NO. 5 LINE Lw A DISTANCE OF 252.56 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING. CONTAINING 813.082 SQUARE FEET OF 20.04 ACRES MORE OR LESS. SCALE. 1' - 80'-O• (22x34), 1' - 160'-0" (11x17) 1 tX17 LEGAL DESCRIPTION AAAA`EIRON EAL'E&TATE, INC SEA-ORILLIA ROAD ( AWS 18800 ORILLIA RD S. TUKWILA. WA 98188 ({l CAMP+ ASSOCIATES 19401 40TH AVE. W. SUITE 200 LYNNWOOS, WA 98036 PH: (425) 740-6390 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. 410 APPROVED BY. EJC 10-18-13 ISSUED FOR FINAL PERMIT 10-14-13 ISSUED FOR FINAL PERMIT 410 10-09-13 ISSUED FOR PRELIM. PERMIT 09-24-13 ISSUED FOR PRELIM. PERMIT SHEET NAME OVERALL SITE PLAN SHEET NUMBER A-1 PROJECT NUMBER 20130944705 EXISTING vERIZON WIRELESS ICE BRIDGE EXISTING VERIZON WIRELESS TELCO AND ELECTRICAL ENCLOSURE EXISTING FENCE EXISTING VERIZON WIRELESS UTILITY FRAME WITH SERVICE METER AND PANEL EXISTING VERIZON WIRELESS CONCRETE PAD EXISTING 60'-0' HIGH MONOPOLE. FILL THE GAP BENEATH THE BASE PLATE WITH GROUT FROR TO INSTALLATION OF NEW EQUIPMENT ON TOWER REFER TO STRUCTURAL REPORT NO. 13015208 PREPARED BY 06 ENGINEERING DATED: 10/01/13 1 EXISTING ICE BRIDGE OF OTHERS EXISTING WOOD UTILITY POLE EXISTING EQUIPMENT CABINET OF OTHERS EXISTING PROPERTY LINE ENLARGED SITE PLAN • GENERAL NOTES L VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, AND ALL MOUNTING APPURTENANCES WITH O.(NER PRIOR TO ORDER 2. THE MAXIMUM COAXIAL CABLE LENGTH HAS BEEN ESTIMATED WITH CORRESPONDING CABLE DIAMETER ON THE TABLE ABOVE. Ti -115 CABLE LENGTH 15 APPROXIMATE AND 15 TO 5E USED FOR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTHS MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED. 3. TAG ALL MAIN CABLES AT TWO (7) LOCATIONS: A - AT ANTENNAS 5 - INSIDE EQUIPMENT SHELTER / CABINET NEAR THE WAVEGUIDE ENTRY PORT. 4. EACH COAX SHALL BE SUPPORTED WITH COLUMN GRIP (CHINESE FINGER GRIP) HUNG FROM A J -HOOK Al TOP OF TOWER 5. EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS± ANTENNA PLATFORM, 1011ER BASE AND BUILDING ENTRY PORT -0. EXISTING VERIZON WIRELESS EQUIPMENT CABINET EXISTING VERIZON WIRELESS STEEL PLATFORM 1' EXISTING VERIZON WIRELESS EQUIPMENT CABINET EXISTING VERIZON WIRELESS ICE BRIDGE 'Or 0iii..4111 EXISTING ANTENNAS AND ANTENNA MOUNTING FRAME (J EXISTING UTILITY FRAME OF OTHERS EXISTING EQUIPMENT OVER CONCRETE PAD OF OTHERS EXISTING RETAINING WALL 8 NORTH 12 16 EXISTING VERIZON WIRELESS ANTENNA MOUNTING FRAME EXISTING VERIZON WIRELESS ANTENNA, TTP. TO REMAIN (4 PER SECTOR TOTAL OF 12) 2 EXISTING ANTENNA PLAN AT 61'-O" 0 EXISTING 50'-0' HIGH MONOPOLE EXISTING VERIZON WIRELESS ANTENNA, TYP. TO REMAIN (4 PER SECTOR TOTAL OF 12) EXISTING VERIZON WIRELESS ANTENNA, TYP. TO REMAIN (4 PER SECTOR TOTAL OF 11) 4 8 NORTH 12 SCALE. 3/8' - 1'-0' (22x34), 3/16' - 1'-0' (11x17) w w 1317 ANTENNA / COAX SCHEDULE SECTOR ANTENNA QUANTITY ANTENNA TIP HEIGHT ANTENNA SIZE AZIMUTH DOWNTILT NUMBER OF CABLE RUNS COAX SIZE COAX LENGTH ALPHA I EXISTING 850 61'-0' 4'-0' 45' 0 1 EXISTING 1/8' ±100' ALPHA 1 EXISTING 850 51'-0' 4'-0' 45 0 1 EXISTING 1/8' ±100' ALPHA I EXISTING 100 61-0' 4-0' 45' 0 1 EXISTING 1/8' ±100' ALPHA I EXISTING PCS 61'-0' T-0' 45' 0 2 EX1511NG 1/8' 1100' ALPHA I NEW AW(5 51'-0' 2'-0' 45' 0 I NEW HYBRID. 8x8 ±100' BETA 1 EXISTING 850 61'-0' 4'-0' 140' 0 1 EXISTING 1/8' ±100' BETA 1 EXISTING 850 61'-0' 4'-0' 140' 0 1 EXISTING 1/8' ±100' BETA I EXISTING 100 61-0' 4-0' 140' 0 2 EXISTING 1/8' ±100' BETA I EXISTING PCS 61'-0' 2'-0' 140' 0 2 EXISTING 1/8' 1100' BETA I NEW AWS 61'-0' 2'-0' 140' 0 NEW HYBRID - GAMMA 1 EXISTING 850 61'-0' 4'-0' 285' 0 1 EXISTING 1/8' ±100' GAMMA 1 EXISTING 550 61'-0' 4'-0' 285' 0 I EXISTING 1/8' ±100 GAMMA 1 EXISTING 100 51'-0' 4-0' 285' 0 2 EXISTING 1/8' ±100' GAMMA 1 EXISTING PCS 61'-0' 2'-0' 285' 0 1 EXISTING 1/8' 11100' GAMMA I NEW AWS 61'-0' 4'-0' 285' 0 NEW HYBRID' HYBRID CABLE TO FEED ALL THREE SECTORS NEW VERIZON WIRELESS SURGE PROTECTOR, TYP. (TOTAL OF 1) NEW VERIZON WIRELESS ANTENNA MOUNTING PLATFORM EXISTING 60-0' -4161-1 MONOPOLE NEW VERIZON WIRELESS RRU, TYP. (1 PER SECTOR TOTAL OF 3) EXISTING VERIZON WIRELESS ANTENNA, TYP. TO REMAIN (4 PER SECTOR TOTAL OF 12) SCALE. 1/4' - 1'-0' (22x34), 1/8' - 1'-0' (11x17) 3 �f�G'4rir7 (185 NEW ANTENNA PLAN AT 61'-0" NEW VERIZON WIRELESS ANTENNA, TTP. (1 PER SECTOR TOTAL OF 3) w EXISTING vERIZON WIRELESS ANTENNA, TYP. TO REMAIN (4 PER SECTOR TOTAL OF 12) EXISTING vERIZON WIRELESS ANTENNA, TYP. TO REMAIN (4 F PER SECTOR TOTAL OF 12) r� eF �* 0 V -'19 NORTH 0 4 8 12 SCALE. 3/8' - 1'-0' (22x34), 3/16' - 1'-0' (11x17) 'EI�ON REAL.ESTATE, INC SEA-ORILLIA ROAD ( AWS 18800 ORILLIA RD S. TUKWILA, WA 98188 0C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 200 LYNNWOOS, WA 98036 PH: (425) 740-6390 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. 410 APPROVED BY. EJC 10-18-13 ISSUED FOR FINAL PERM 10-14-13 ISSUED FOR FINAL PER -11T 410 10-05-13 ISSUED FOR PRELIM. PER11T 05-24-13 ISSUED FOR PRELIM. PERMIT SHEET NAME ENLARGED SITE PLAN AND DETAILS SHEET NUMBER A-2 PROJECT NUMBER 20130944705 EXISTING VERIZON WIRELESS ANTENNAS EXISTING ANTENNAS OF OTHERS EXISTING ANTENNAS OF OTHERS EXISTING UTILITY POLE EXISTING UTILITY FRAME OF OTHERS EXISTING ICE BRIDGE OF OTHERS EXISTING EQUIPMENT — CABINETS OF OTHERS 9' 1 •[mi 1 ;IIT_ 1 E:z A.11411 T/ EXISTING ANTENNAS Y t 61'-0' (VERIFY) T/s E6X0ISTGVTEORWY)R 4 OFEXISTING ANTENNAS OF OTHERS � t 52'-0' (VERIFY) Y 4 OF EXISTING ANTENNAS OF OTHERS s 41'-6' (VERIFY) 4 OF EXISTING ANTENNAS OF OTHERS_ t 30-8' (VERIFY) Y EXISTING 60-0' HIGH MONOPOLE EXISTING VERIZON WIRELESS GPS EXISTING VERIZON WIRELESS ICE BRIDGE EXISTING VERIZON WIRELESS UTILITY FRAME EXISTING VERIZON WIRELESS EQUIPMENT CABINETS EXISTING VERIZON WIRELESS UTILITY CABINETS 1 EXISTING EAST ELEVATION EXISTING GRADE 0'-0' EXISTING VERIZON WIRELESS ANTENNAS EXISTING ANTENNAS OF OTHERS EXISTING ANTENNAS OF OTHERS EXISTING UTILITY POLE EXISTING UTILITY FRAME OF OTHERS EXISTING ICE BRIDGE OF OTHERS EXISTING EQUIPMENT — CABINETS OF OTHERS mill out NEW VERIZON WIRELESS ANTENNAS, TYP. (SEE DWG A-2 FOR MORE INFO) PROPOSED EAST ELEVATION i/ EXISTING AND NEW ANE t 63-0' (VETRIFYNNAS) T/ EXISTING TOWER : 60'-0' (VERIFY) 4 OF EXISTING ANTENNAS OF OTHERS t 52'-0' (VERIFY) 4 OF EXISTING ANTENNAS CF 0T4594 t 41'-6' (VERIFY) 4 OF EXISTING ANTENNAS OF OTH1RS s 38'-8' (VERIFY) NEW VERIZON WIRELESS HYBRID CABLE TO FOLLOW EXISTING COAX ROUTE EXISTING 60-0' HIGH MONOPOLE. FILL THE GAP BENEATH THE BASE PLATE WITH GROUT PRIOR TO INSTALLATION OF NEW EOJIPMENT ON TOUZR REFER TO STRUCTURAL REPORT NO. 13015208 PREPARED BY CG ENGINEERING DATED: 10/01/13 EXISTING VERIZCN WIRELESS 635 EXISTING VERIZON WIRELESS ICE BRIDGE EXISTING VERIZON WIRELESS UTILITY FRAME EXISTING VERIZON WIRELESS EQUIPMENT CABINETS EXISTING VERIZON WIRELESS UTILITY CABINETS tAS 12 16 SCALE. 1/4' - 1'-0' (22x34), 1/8' - 1'-0' (11x17) A`PEIRON "--REAL`ESTATE, INC SEA-ORILLIA ROAD (AWS) 18800 ORILLIA RD S. TUKWILA, WA 98188 <<<C CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 200 LVNNWOOS, WA 98036 PH: (425) 740-6390 FAX: (425) 224-1614 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. 410 APPROVED BY. EJC 10-18-13 ISSUED FOR FINAL PERMIT 10-14-13 ISSUED FOR FINAL PERMIT 410 10-09-13 ISSUED FOR PRELIM. PERMIT 09-24-13 ISSUED FOR PRELIM. PER11T SHEET NAME ELEVATIONS SHEET NUMBER A-3 PROJECT NUMBER 20130944705 GENERAL NOTES: NOTES: I. INSERT SCISSOR BRACKETS BETWEEN THE UPPER 4 5 ANTENNA MOUNTING BRACKET AND THE UPPER POLE 0 ADAPTER BRACKET. SECURE USING I/2 INCH HARDWARE PROVIDED. ALIGN THE DESIRED © elk RRUS NOTE: 0.2 vJ {�) +. r (1) M / �, 1 A N ,}1''�'� (/�\) A{ EiR V N ,� �! REAL`ESiATE, INC ANTENNA MOUNTING PIPE RRUS UNIT MOUNTED TO ANTENNA MOUNTING PIPE PANEL ANTENNAS ' `��' 7 `� ��� j111 - 'AND T tillrii••••.1L- 1. RRUS MOUNTED NEAR ANTENNAS. 2. CONTRACTOR TO VERIFY WITH MANUFACTURER SPEC'o FOR MOUNTING DETAILS. 3. RRUS DETAIL AS SHOWN ASA AND IS SUBJECT TO CHANGE. -4. PLATFORM SHOW AS TYPICAL. VERIFY ACTUAL CONDITIONS IN FIELD. 1�' I. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS AREA 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. 3. CONTRACTOR 15 RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOILER/POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX 1 ADDITIONAL EQUIPMENT LOADING 15 TO 8E DONE BY OTHERS. OREFERENCE `, 1 i , OIC mow^ �� A �i 1111 2. TO SET THE DEGREE OF DOUAJTILT, HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/IE INCH HARDWARE PROVIDED. 3. THE NUMBER OF CONNECTORS WILL VARY BASED ON 11 © ANTENNA TTPE. OPTIONAL DOWNTILT BRACKET I © PIPE MOUNT (7YP) VALMONT MICROFLEC7 PART 81001 OR APPROVED EQUAL PANEL ANTENNA (TYP) PARTS -411111 ..-.. ANTENNA PIPE MOUNT ANTENNA MOUNT �■ -4 -, } ,!III■ POLE MOJNi BRACKET I��III PER EQUIPMENT NPR. SPEC. AWE PLATFORM I � /om _�`_-c��_ ����`_ -r il I IIIIIIIIII IIIIIIIIIIIII _ 1��IOI/OI ill •iIIIIII�I ITEM QTY DESCRIPTION niiiiii .� �P� � RRUS UNIT IIIIIIII�IIIIIIIIIIIII+IIIIIIIIII N,.* .31 Q I ADAPTER, POLE, LOWER _ 1�1` ��11� I 4 0 1 BRACKET, D011NTILT, POLE `''� I, ISOMETRIC VIEW PLAN VIEW �1 0 Q I BRACKET, DOWNTILT, ANTENNA Q 6 1/2 X I HEX HEAD BOLT- 4 5 6 I/2 SPLIT WASHER 10 2 5/16 X I HEX HEAD BOLT SEA-ORILLIA ROAD AWS 18800 ORILLIA RD S. TUKWILA, WA 98188 0 Q 2 5/I6 SPLIT WASHER Q 4 I!1' THREADED ROD Q 6 IR' SPLIT WASHER 10 12 1R' NUT GENERAL NOTES ANTENNA MOUNTING HARDWARE RRUS MOUNTING DETAIL 3 NOT TO SCALE 1 2 NOT TO SCALE 13' FACE FULL WALKWAY RAYCAP DC SURGE PROTECTOR UNIT MOUNTED TO ANTENNA MOUNTING PIPE ANTENNA MOUNTING PIPE PANEL ANTENNAS ANTENNA MOUN?Ilj �,- ■,„ toiol e ' rt i .1,, • ` ': -���----:-......-1,--Z7, ek,.., Il MONOPOLE PLATFORM COMPLETE KIT ASSEMBLY: MFRBY SITE PRO I, • PART • QMSP-496. i /� *� 1 �L'f11ipT ASSOCIATES UNIVERSAL RINGMOUNT � NOTE: ASSEMBLY INCLUDED ASSEMBLY. CONSTRICTION „*„.,..f, L' 1-3/5' OD MOUNTING PIPE, (TOTAL OF 12) DETAIL PROVIDED IN LOUT PROFILE PLATFORM SUBSTITUTIONS UPON �'/` J7 / FOR INFORMATIONAL KIT. VERIFY CLIENT APPROVAL. ,/ ■ slh� PURPOSES WITH MANUFACTURER CONTRACTOR 4\ ONLY. ALL PRODUCTS DOCUMENTATION TO VERFY PRIOR _ij 1 LISTED PRIOR TO ARE i0 19401 40TH AVE. W., SUITE 200 A 98036 LVNNWI0025N740-6390 WWW.C(AMPASSOC.COM PLATFORM �III O�`�� c- ■■IIOIIIII■IIIIO I IiI }i I radii �_ �I� I PROJECT MANAGER EJc � 1 1 In11�. •I' ', ISOMETRIC VIEW , 15.13' �/ PREPARED BY. 410 APPROVED BY. EJC cj LOW PROFILE PLATFORM DETAIL n -n n1 n __ _■ r NOT TO SCALE O a+ :o III O10-14-13 ���' IO -IS -13 ISSUED FOR FINAL PERMIT ISSUED FOR FINAL PERMIT 410 10-05-13 ISSUED FOR PRELIM. PERMIT �y IIIIYWIii11111 —i��—� uIiilYll 09-24-13 ISSUED FOR PRELIM PERMIT 10-11i07*IIalI�IF�� \1111_. (P) 1025' FRONT SIDE BOTTOM " Or WIPON SHEET NAME DETAILS V 0®c WAS;46 Cd O \F6 40555 ONAL SHEET NUMBER A-4 11\\c5 NOT USED PROJECT NUMBER 20130844705 RAYCAP SURGE PROTECTOR DETAILS 6 1 .1 4 NOT TO SCALE 1 ALL ELECTRICAL WORK 514ALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. ALL GROUNDING SHALL CONFORM TO TLE CURRENT Y5512 N WIRELESS STANDARDS. 3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS 50 THAT ACCESS TO EQUIPMENT 5 NOT BLOCKED. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY 5EQUENCINU GROUNDING AND UNDERGROUND CONDUIT INSTALLATION A5 TO PREVENT ANY L055 OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 5. PREFABRICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT INSTALLED. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY SHELTER MANUFACTURER 6. FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'S DRAWINGS AND SPECIFICATION. IN CASE OF CONFLICT THE DRAWINGS GOVERN 7. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 6. ALL GROUND CONNECTIONS AB0VE GRADE (INTERIOR F EXTERIOR/ SHALL BE FORMED USING TWO (2)141514 PRESS CRIMPS. 9. ALL EXOTHERMIC CONNECTIONS TO THE 5501ND RODS SHALL START AT THE TOP F HAVE A VERTICAL SEPARATION OF 6' FOR EVERY ADDITIONAL CONNECTION. 10. ALL GROUNDING CONNECTORS TO BE CLEAN .ND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 11. ALL EXTERIOR GROUND CONDUCTORS SHALL BE 5 AUG IN PLATED COPPER UNLESS OTHERWISE INDICATED. 12. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/5510-F7. L0143, AND SHALL BE DRIVEN VERTICALLY WITH 314E15 1OPS 18' BELOW FINAL GRADE OR 6' BELOW FROST LINE FOR MAXIMUM DEPTH. 13. CONNECTION6 10 THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 1 GENERAL NOTES 14. USE OF 90' BENDS M THE PROTECTION GROUNDNG CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. IS. GROUND RING SHALL BE LOCATED A MINIMUM OF 14' BELOW GRADE OR 6' MINIMUM BELOW THE 55051 LINE. 5. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF I'-0' FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 11. EXOTHERMIC UELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. 18, OBSERVE NEC. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 19. G501810 G ATTACHMENT TO TOILER SHALL BE A5 PER MANUFACTURER'S RECOMMENDATIONS OR Ai GROUNDING POINTS PROVIDED (11-11511M/ 20. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 014715. 21. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS 15 5' WHEN BENDING 15 NECESSARY. GROUND CONDUCTORS ARE TO BE A5 STRAIGHT 45 POSSIBLE. 11. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 13. ENSURE ALL MECHANICAL CO4450)0R5 ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 14. GROUND BARS SHALL 501 BE FIELD MODIFIED. 25. ALL HORIZONTAL FENCE SECTIONS 10 BE GROUNDED WITH 5' 51N5LE BARREL GROUND STRAPS. 26. USE PANT SCHEME FOR LOADING ON MGB A5 DISCUSSED IN NSTD 119, 33 F 35. JUMPER REQUIRED ONLY FOR I COAX 05505 EASE OF CONNECTION (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) REFER TO NOTE 2 FROM ANTENNA FRAME SUPPORT FROM ANTENNA MAST AIR TERMINALS (1.111-155 REQUIRED) TO ANTENNAS '1 AWG STRANDED, INSULATED COPPER CONDUCTOR WEATHERPROOFING KIT (TYP.) STANDARD GROUND KIT (TYP.) REFER TO NOTE. ANTENNA CABLE IN CABLE TRAY TO EQUIPMENT LOCATION (TYP.) COLLECTION GROUND BAR MOUNTED NEAR/BELOW ANTENNA. REFER TO DETAIL 5, THIS 5H3. `2 4110 STRANDED, INSULATED COPPER CONDUCTOR BONDED TO GROUND WIRE ALONG CABLE TRAY TO EXTERIOR GROUND BAR ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT 12' TO 24' '6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 4 2) 2 IR'm MAX. CONNECTION OF COAX CABLE GROUND KIT TO ANTENNA CABLE NOTES: I. 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, WEATHER PROOFING SHALL BE TIDO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 2 COAXIAL CABLE GROUND WIRE TO GROUND BAR CONNECTION NOT TO SCALE 3 KEY NOTES. 0 EXISTING MONOPOLE ONEW ANTENNA MOUNTING PLATFORM FRAME ONEW VERIZON WIRELESS ANTENNAS, TYP_ ONEW MASTER GROUND BAR AT BASE OF TOWER, NEAR EXIT PORT. OEXISTING MASTER GROUND BAR FINAL GROUND LEAD TO EXISTING TOILER GROUND RING OANTENNA GROUNDING, 2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER OCOLLECTION GROUND BAR FINAL GROUND LEAD,') AWG STRANDED GREEN INSULATED COPPER CONDUCTOR TO MASTER GROUND BAR AT BASE OF TOILER, NEAR EXIT PORT ORRU GROUNDING, '2 AUG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOWER OSURGE PROTECTOR GROUNDING, '2 AUG STRANDED GREEN INSULATED COPPER CONDUCTOR TO COLLECTION GROUND BAR AT ANTENNA LEVEL OF TOILER IIIIIIIIIIIIIII nir P:. N�t* 4011111011111114:51".' 011n1n11Ur 4fir,, rC�����••� Ir'1 Ir 1 ANTENNA GROUNDING PLAN STRANDED CU WIRE WITH GREEN, 600V, THI-N/THILN INSULATION. SIZE AS SPECIFIED TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8'-16 x I I/4'STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER P 0 0 0 1 CAD WELD WITH '2 AWG O O O O SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THUAN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MOB 4 O o GROUND BAR CONNECTION DETAIL AND NOTES PANT 5C14EME SPECIFICATIONS: 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 A95ORBER (A) 005550T5 TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER PIPE 5YSTE11, 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 CB5 EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH GEN AND 155 EQUIPMENT ISOLATED (I) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPC5), FOR IBN EQUIPMENT NOT TO SCALE GENERAL NOTES. 2. 3. 4. 5. ALL CADWELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COVERED WITH TWO (2) 00475 OF 5HERWIN WILLIAMS GALVANITE PAINT 5350W3 OR EQUAL. ALL ELECTRICAL CADWELD AND MECHANICAL GROUND CONNECTIONS WILL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROLNDED. ALL GROUNDING MATERIALS AND CADWELD MOLDS, 55035, ETC., SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. THE ELECTRICAL CONTRACTOR SHALL FOLLOW GROUNDING SYSTEM INSTALLED AND TESTING PROCEDUR SCALE. 1/2' - 1'-O' (22x34), 1/4' - 1'-0' (11x17) '2 AUG STRANDED JUMPER W/ SHORT BAREEL COMPES5ION LUGS (345 54205 OR 5401), USE STAR WASHERS, LOCK WASHERS, AND SHEET METAL SCREWS TO SECURE TO EXTERNAL GROUND BAR BY CONTRACTOR COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION LUGS W/ TWO (2) 34'5 BOLTS AND LOCK WASHERS (TYP.) SUPPLY AND INSTALLED BY CONTRACTOR 1/16' DIA. (TYP.) 4' x 10' x a' THK. COPPER GROUND BAR W/ 4' INSULATED STAND OFF. (HANGER '0,BI-14410) SUPPLY AND INSTALL BY CONTRACTOR '2 AWG INSULATED STRANDED COPPER CONDUCTOR DOWNLEAD TO MASTER GROUND BAR OR OTHER FINAL GROUNDING POINT IA- 044' COLLECTION GROUND BAR NOT TO SCALE Cr ^) ^^v)` „EIRON REALESTATE, INC SEA-ORILLIA ROAD ( AWS 18800 ORILLIA RD S. TUKWILA, WA 98188 OC CAMP+ ASSOCIATES 19401 40TH AVE. W., SUITE 200 LYNNWOOS, WA 98036 PH: (425) 740-6390 FAX: (425) 224-1814 W W W.CAMPASSOC.COM PROJECT MANAGER. EJC PREPARED BY. A10 APPROVED BY. EJC 10-15-13 ISSUED FOR FINAL PER111 10-14-13 ISSUED FOR FINAL PER11T 410 (0-05-L1 ISSUED FOR PRELIM. FER11T 03-24-13 ISSUED FOR PRELIM. PER113 SHEET NAME DETAILS SHEET NUMBER E-1 PROJECT NUMBER 20130944705