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Sprint Nextel Antenna CAC 07-260EIDIAN,*-- �J NOTE: This is not a Building Permit. Prior to any construction, you should contact the Building Department at (208) 887-2211 to verify if any additional permits and/or inspections will be required by the Meridian Building Department. CERTIFICATE OF ZONING COMPLIANCE* Date: December 19. 2007 Project Name/Number: Sprint — Nextel Antenna — CZC-07-260 Owner/applicant: Sundance Limited Partnership/ Ubiquitel Leasing Company Site Address: 2078 S. Silverstone Way Proposed Use: New antenna and equipment to an existing communication tower Zoning: Comments: Conditions of Approval: Project is subject to all current City of Meridian ordinances. The issuance of this CZC does not release the applicant from any previous requirements of the other permits issued for this site. Site Plan: The Site Plan prepared by Architecture Designs Plus, on 11/06/07, labeled Sheet A-2.1, is approved (stamped "Approved" on December 19, 2007 by the Meridian Planning Department) with the following notes: 1) All new fencing shall be constructed of the same material as the existing fencing located on the site. No field changes to site plan are permitted; prior written approval of all material changes is required. Elevations: The Elevations prepared by Architecture Designs Plus (Sheet A-3.0, dated 11/06/07) are approved with no changes from the Planning Department. Signage: No signs are approved with this CZC. All business signs will require a separate sign permit in compliance with UDC 11-3D. ACHD Acceptance: All impact fees, if any, shall be paid prior to the issuance of a building permit. If any changes must be made to the site plan to accommodate the ACHD requirements, a new site plan shall be submitted to the City of Meridian Planning staff for approval prior to the issuance of a building permit. Plan Modifications: Except for the changes mentioned above, the approved Site Plan stamped "Approved" on December 19, 2007, and Elevations, and are not to be altered without prior written approval of the Planning Department. No significant field changes to the site or landscape plans are permitted; prior written approval of all changes is required. -AC "'t �'Ztl� - Kristy igil Assistant City Planner *This letter does not indicate compliance with requirements of other departments/agencies, including, but not limited to, Ada County Highway District, Central District Health Department, affected irrigation district(s), Meridian Sewer, Water, Building or Fire Departments, Sanitary Services Co., etc. This letter shall expire one (1) year from the date of issuance if work has not begun. i t.tY�+rl� 1f�i: tll:V In J✓ w% —.�S flee r Type of Review Requested (check all that apply) ❑ Accessory Use �Altemative Compliance Certificate of Zoning Compliance ❑ Conditional Use Permit Minor Modification ❑ Design Review ❑ Private Street ❑ Property Boundary Adjustment ❑ Short Plat ❑ Temporary Use Certificate of Zoning Compliance ❑ Time Extension (Director) ❑ Vacation ❑ Other Information Applicant name: a.; -0 Leo44,, Planning Department ADMINISTRATIVE REVIEW APPLICATION Phone: Applicant address: F0 80x 111 114 130, St f D Zip: 866- :;L -;-z S. 03-40 Applicant's interest in property: ❑ Own V Rent ❑ Optioned ❑ Other Owner name: SU44 L I 'MA.4- LJ pa,+ I -e r(s14-r Phone: Owner address: 8rAzk go /� f nZip: 039L 0 9 Agent name (e.g., architect, engineer, developer, representative): Firm name: At'& " t 4" DAOi t't', Pf kA Phone: 353 - Address: 53 -Address: S b0q -Ei ct ceyq+ or. Bvfselam_ Zip: S -'d L Primary contact is:I/ IApplicant ❑ Owner ❑ Agent 13 Other Contact name: f+z� 0 N tt N""5 E-mail W oy ze.- Q f &, e YL46H . i' UA krc k f llc f 7,,,j ovx 9 mA a 0 Cab Le o Kt • �` Subiect Property Information Location/street address: S OT � S 0"A Assessor's parcel number(s): -+C1 02 Township, range, section: 3 9�fK 21 Current land use: d WI h1 e,r C I a Si 1-ft,rSh-hC W Phone: M (366-34-7-6 Fax: L4 Ll r - 913 if Total acreage: Jry 4` S 9 • Ftc f-/ • Oil a -4 - Current zoning district r, G 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 8845533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org I (Rev. 9/21/06) Project Description Project/subdivision name: Si Iwt f $ +ov-,t A� General description of proposed project/request: Alki ti's atilt e q P lit +0 a-44 Ak � s h' �, UA%4q^ OA& i -h)>' . Proposed zoning district(s): Acres of each zone proposed: -4. 6 � e ()1M h1 c r C t'r- Type of use proposed (check all that apply): ❑ Residential l(Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Who will own & maintain the pressurized irrigation syste;J1 this development? iV + Which irrigation district does this �perty lie within? t�- Primary irrigation source: (� Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: Number of common and/or other lots: Number of building lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: Minimum square footage of structures) (excl. garage): Minimum property size (s.f): Gross density (macre-total land): Percentage of open space provided: Percentage of useable open space: 2 or more Bedrooms: Proposed building height: _ Average property size (s.f.): Net density (macre-excluding roads & alleys): Acreage of open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Type of dwelling(s) proposed: ❑ Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Total number of employees: Paving: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Total number of parking spaces provided: Authorization Print applicant name: TA -S o N EVA -N' Applicant signature: D' -n , 2 "tt^A Seating capacity: Number of compact spaces provided: Date: vl' 38 _/0? - 660 0r 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 ' Phone: (208) 8845533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org > Ti r�,�w�k NFXt6. November 30, 2007 City of Meridian Planning Department 660 East Watertower Lane, Suite 202 Meridian, ID 83642 RE: Certificate of Zoning Compliance Co -location — Wireless Telecommunications Facility 2078 South Silverstone Way As a community wireless company, Sprint/Nextel is serious about serving the growing demands of the Meridian area. For this very reason, Sprint/Nextel is requesting a Certificate of Zoning Compliance for adding additional antennas and equipment to existing Wireless Telecommunications Facility. Pursuant to the City of Meridian Wireless Telecommunication Ordinance, co -location is encouraged. Sprint/Nextel is complying with this request by the City of Meridian. Sprint/Nextel's radio engineers have identified gaps in the area due to terrain challenges blocking current coverage. Currently, Sprint/Nextel does not have adequate coverage in the area to support its customers growing needs and demands. Sprint/Nextel's radio engineers have selected the existing location to better support its customers needs. Sprint/Nextel strives to have seamless coverage throughout its network, and this area is not seamless. The site was selected because of its central location to this area of weak signal strength and has the best potential of resolving problems in the area. With the rapid growth of this area, we are receiving an increasing number of complaints from our customers and feel it is time to address this coverage issue. Continuous coverage is of major importance for the safety and convenience of all users of wireless telecommunications. Sprint/Nextel 1256 Exchange Street Boise, ID 83716 Tel 208.385.0441 Fax 208.343.8872 Sprint To summarize this application, Sprint/Nextel is requesting the City of Meridian Planning Department to issue a CUP Certificate of Zoning Compliance approval for the addition of the Sprint/Nextel's antennas and equipment to an existing Wireless Telecommunications Facility. The tower already exists, and the addition is in line with City's Ordinance. Thank you for your consideration of this proposal and I hope that the foregoing and enclosures are adequate to provide an evaluation of our proposed project. Should you have any questions or clarification of documentation, please do not hesitate to contact me. I would be happy to provide you with any further assistance. Sincerely, Jason S. Evans Project Manager Sprint/Nextel 1256 Exchange Street Boise, ID 83716 Tel 208.385.0441 Fax 208.343.8872 GPD ASSOCIATES APPROVED By Thia at 2:56 pm, Oct 11, 2007 STRUCTURAL ANALYSIS REPORT * o, T #. -Mol)i1e, L� SITE NUMBER: SL02113A SITE NAME: BOISE CALL CENTER NEW ANTENNA INSTALLATION BY: iiwjblquiTel ON AN EXISTING 100' MONOPOLE October 2, 2007 2007293.21 MONOPOLE STRUCTURAL ANALYSIS REPORT SL02113A BOISE CALL CENTER Meridian, Idaho Project 2007293.21 New Antenna Installation Existing 100 ft. Monopole For: T -Mobile USA Bellevue, Washington Prepared By: ff OF, M-- Darrin Kotecki, P.E. Registered Professional Engineer Idaho # 11921 October 2, 2007 GPD ASSOCIATES ENGINEERS • ARCHITECTS • PLANNERS 520 South Main Street • Suite 2531 •Akron • Ohio • 44311-1010 • Tel: 330-572-2100 • tax: 3su-5/L-L lu 1 TABLE OF CONTENTS DESCRIPTION PAGE NUMBER EXECUTIVE SUMMARY 1 TOWER DESCRIPTION 1 TOWER MATERIALS 2 TOWER LOADING 2 ANALYSIS 3 CONCLUSIONS AND RECOMMENDATIONS 4 DISCLAIMER OF WARRANTIES 4 APPENDICES 1. RISA ANALYSIS PRINTOUT 2. TOWER ELEVATION DRAWING .ice► GPD ASSOCIATES SL02113A BOISE CALL CENTER EXECUTIVE SUMMARY The purpose of this analysis was to verify whether the design for the existing tower is structurally capable for the installation of the new antenna and coax loads as specified by T -Mobile, USA. This report was commissioned by Ms. Lisa Hamedian of T -Mobile. The design for the existing structure meets the requirements of TIA/EIA-222-F for a 70 mph and for 1/2" radial ice (w/ 25% wind load reduction) for the proposed loading configuration. The foundation reactions, with the proposed loading configuration, were found to be less than the original design reactions. Therefore, it is our opinion that the design for the existing foundation will be adequate, if it was properly designed for the original tower reactions, and constructed accordingly. Section Results Monopole % Capacity Result 71.8' —100' 20.6% Pass 35.5' — 71.8' 42.9% Pass 0' — 35.5' 50.2% Pass Base Plate 41.0% Pass Anchor Bolts 50.5% Pass Foundation % Original Design_ Result Tower Base 48.7% Pass Tower Rating: 50.5% TOWER DESCRIPTION The existing 100' monopole is located in Meridian, Idaho. It was originally designed for T -Mobile by Paul J. Ford and Company of Columbus, Ohio. The original design load for the tower was for a 110 mph basic wind speed with 1/2" radial ice in accordance with TIA/EIA-222-F. The tower was originally designed to hold the following: Original Configuration Antennas: Elev. 95' (12) EMS RR65-19-OOXP Antennas on (3) 12' T -arms w/ internal coax Elev. 82' (12) EMS RR65-19-OOXP Antennas on (3) 12' T -arms w/ internal coax Elev. 69' (12) EMS RR65-19-OOXP Antennas on (3) 12' T -arms w/ internal coax The existing 100' monopole has three major sections connected by slip joints. It has 1 B sides and is evenly tapered from 41.23" (flat -flat) at the base to 24" (flat -flat) at the top. The structure is galvanized and has no tower lighting. The structural information was provided by T -Mobile in the form of the original tower drawings by Paul J. Ford (Job #: 29203-0350, dated November 19, 2003). The existing and proposed antenna information was provided by T -Mobile USA. This analysis and report are based solely on this information. i & GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 1 SL02113A BOISE CALL CENTER TOWER MATERIALS Data on steel strength was available from the information provided. The following table details the steel strength used in the analysis. Monopole ASTM A572 (65 KSI Yield Strength) Anchor Bolts ASTM A615 (75 KSI Yield Strength) Base Plate ASTM A572 (55 KSI Yield Strength) TOWER LOADING The following data shows the major loading that the tower supports. The existing, reserved, and proposed antenna information was provided by T -Mobile USA. Existing & Reserved Configuration Elevation Carrier Antennas 97' T -Mobile (12) EMS DR65-19-02DQ Antennas on a 12' LP Platform w/ (24) 7/8" internal coax 87' Verizon (6) Antel BXA-80063/8 & (3) CSS XP18-60-OD Antennas on a 12' LP platform w/ (12) 7/8" external coax Proposed Configuration Elevation Carrier Antennas 97' T -Mobile (12) EMS DR65-19-02DQ Antennas on a 12' LP Platform w/ (24) 7/8" internal coax 87' Verizon (6) Antel BXA-80063/8 & (3) CSS XP18-60-OD Antennas on a 12' LP platform w/ (12) 7/8" external coax 74' Ubiquitel (6) Decibel DB932DG65E-M Antennas on (3) 12'T -frames, w/ (6)1-1 /4" external coax Note: Coax to 87' assumed to be stacked six on six and banded flush to the tower. Coax to 74' shall be banded flush to the tower in one equal row. Note: BOLD type indicates a new appurtenance. The purpose of this independent structural analysis review is to determine if the design for the existing tower, with the proposed configuration, is in conformance to the latest EIA/TIA-222-F standard requirements. l& GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 2 SLO2113A BOISE CALL CENTER ANALYSIS The purpose of this structural analysis review is to determine if the design for the existing tower is in conformance to the latest TIA/EIA-222-F standard requirements. RISA Tower (Version v5.0.2.0), a commercially available software program, was used to create a three-dimensional model of thetower and calculate member stresses for various dead, live, wind, and ice load cases. All loads were computed in accordance with the ANSI/EIA/TIA-222-F and all local building code requirements. Selected output from the TIA/EIA-222-F analysis is included in Appendix 1. The current requirements of TIA/EIA-222-F are for a fastest wind speed of 70 mph with 1/2" of radial ice. A 25% reduction in wind load is allowed when wind and ice are applied simultaneously. TIA/EIA-222-F requires towers within Ada County, Idaho be analyzed with a 70 mph wind speed. IBC requires all structures in Idaho to be analyzed with a 90 mph 3 second gust. It was determined that the calculated wind forces using the loading profile from TIA/EIA-222-F for a 70 mph sustained wind speed were found to be greater than the wind forces using the loading profile from IBC for a 90 mph 3 second gust. Therefore, the wind loading profile from TIA/EIA-222-F controls. ANALYSIS FASTEST WIND SPEED: 70 MPH The tower and foundations are assumed, for the purpose of this analysis, to have been properly fabricated, constructed, maintained, and to be in good condition with no structural defects. This is not a condition assessment of the tower and has been provided without the benefit of a GPD Associates site visit. GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 3 SLO1311A LONE PEAK PARK CONCLUSIONS AND RECOMMENDATIONS Based on the computer structural analysis results, the design for the existing 100' monopole meets the requirements of TIAIEIA-222-F standards for a basic wind speed of 70 mph with 1/2" of radial ice (w/ 25% wind load reduction), along with the requirements of IBC for a 90 mph 3 second gust, for the proposed antenna configuration. The foundation reactions, with the proposed loading configuration, were found to be less than the original design reactions. Therefore, it is our opinion that the design for the existing foundation will be adequate, if it was properly designed for the original tower reactions, and constructed accordingly. Summary of Findings Monopole Satisfactory Anchor Bolts Satisfactory Base Plate Satisfactory Foundation Adequate Therefore, based on our analysis results, the design for the existing structure is structurally satisfactory for the proposed loading configuration. DISCLAIMER OF WARRANTIES The engineering services rendered by GPD ASSOCIATES in connection with this Structural Analysis are limited to analyses of the tower structure, size and capacity of its members. GPD ASSOCIATES does not analyze the fabrication, including welding, except as included in this report. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD ASSOCIATES, but are beyond the scope of this report. GPD ASSOCIATES makes no warranties, expressed or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD ASSOCIATES will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD ASSOCIATES pursuant to this report will be limited to the total fee received for preparation of this report. .,, GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 4 RISA Tower Job JoSL02113A Boise Call Center Page1 of 4 Component Project Date GPD Associates 2007293.21 07:49:06 10/02/07 520 South Main Street Suite 2531 Number of bolts 12 Client Designed by Akron, Ohio 44311 Phone: (330) 572-2100 T -Mobile, USA CJScheks FAX: (330) 572-2102 A572-55 Base plate thickness Tower Input Data There is a pole section. This tower is designed using the TLA/EIA-222-F standard. The following design criteria apply: Tower is located in Ada County, Idaho. Basic wind speed of 70 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 61 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 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Base Plate Data Base Plate Data Face Base plate is square Component Base plate is grouted Total Anchor bolt grade A615-75 Anchor bolt size 2.2500 in Number of bolts 12 Embedment length 84.0000 in f. 3 ksi Grout space 3.0000 in Base plate grade A572-55 Base plate thickness 2.7500 in Bolt circle diameter 48.0000 in Outer diameter 46.0000 in Inner diameter 32.0000 in Comer clippled 7.0000 in Base plate type Plain Plate Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA wergnt or Shield Type Number jtz/fr PI LDF5-50A (7/8 FOAM) Leg C No Inside Pole ft 97.00-6.00 24 No Ice 0.00 0.33 1/2" Ice 0.00 0.33 LDF5-50A (7/8 FOAM) B No CaAa (Out Of 87.00-6.00 2 No Ice 0.11 .33 0.30 Face) 1/2"Ice 0.21 LDF5-50A (7/8 FOAM) B No CaAa (Out Of 87.00-6.00 10 No Ice 0.00 0133 1.30 Face) 1/2" Ice 0.00 LDF6-50A (1-1/4 A No CaAa (Out Of 74.00-6.00 1 No Ice 0.16 0.66 1.91 FOAM) LDF6-50A (1-1/4 A No Face) CaAa (Out Of 74.00-6.00 5 1/2" Ice No Ice 0.25 0.16 0.66 FO Face) 1/2" Ice 0.00 1.91 RISA Tower Job JoSLO2113A Boise Call Center Page2 of 4 Discrete Tower Loads Project Date GPD Associates 2007293.21 07:49:06 10/02/07 520 South Main Street, Suite 2531 Client Designed by Akron, Ohio 44311 Phone: (330) 572-2100 T -Mobile, USA CJScheks FAX, (330) 572-2102 Offset Offsets: Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert It h 12 j, lb ft 12' LP Platform C None ft 0.0000 97.00 No Ice 25.00 25.00 1500.00 1/2" Ice 30.00 30.00 1750.00 (4) DR65-19-02DPQ A From Face 3.00 0.0000 97.00 No Ice 8.40 3.53 32.00 0.00 1/2" Ice 8.95 3.97 73.77 0.00 (4) DR65-19-02DPQ B From Face 3.00 0.0000 97.00 No Ice 8.40 3.53 32.00 0.00 1/2" Ice 8.95 3.97 73.77 0.00 (4) DR65-19-02DPQ C From Face 3.00 0.0000 97.00 No Ice 8.40 3.53 32.00 0.00 1/2" Ice 8.95 3.97 73.77 0.00 12' LP Platform C None 0.0000 87.00 No Ice 25.00 25.00 1500.00 1/2" Ice 30.00 30.00 1750.00 (2) BXA-80063/8 A From Face 3.00 0.0000 87.00 No Ice 10.67 5.53 24.00 0.00 1/2" Ice 11.27 6.10 77.43 0.00 (2) BXA-80063/8 B From Face 3.00 0.0000 87.00 No Ice 10.67 5.53 24.00 0.00 1/2" Ice 11.27 6.10 77.43 0.00 (2) BXA-80063/8 C From Face 3.00 0.0000 87.00 No Ice 10.67 5.53 24.00 0.00 1/2" Ice 11.27 6.10 77.43 0.00 XP18-60-OD A From Face 3.00 0.0000 87.00 No Ice 3.37 1.27 10.00 0.00 1/2" Ice 3.70 1.65 26.40 0.00 XP18-60-0D B From Face 3.00 0.0000 87.00 No Ice 3.37 1.27 10.00 0.00 1/2" Ice 3.70 1.65 26.40 0.00 XP18-60-OD C From Face 3.00 0.0000 87.00 No Ice 3.37 1.27 10.00 0.00 1/2" Ice 3.70 1.65 26.40 0.00 Pirod 12'T -Frame Sector A From Face 1.50 0.0000 74.00 No Ice 13.60 13.60 465.00 Mount (1) 0.00 1/2" Ice 18.40 18.40 600.00 0.00 Pirod ITT -Frame Sector B From Face 1.50 0.0000 74.00 No Ice 13.60 13.60 465.00 600.00 Mount (1) 0.00 1/2" Ice 18.40 18.40 0.00 Pirod ITT -Frame Sector C From Face 1.50 0.0000 74.00 No Ice 13.60 13.60 465.00 Mount (1) 0.00 1/2" Ice 18.40 18.40 600.00 0.00 (2) DB932DG65E-M A From Face 3.00 0.0000 74.00 No Ice 3.49 1.84 9.50 28.72 0.00 1/2" Ice 3.85 2.15 0.00 (2) DB932DG65E-M B From Face 3.00 0.0000 74.00 No Ice 3.49 1.84 9.50 0.00 1/2" Ice 3.85 2.15 28.72 0.00 (2) DB932DG65E-M C From Face 3.00 0.0000 74.00 No Ice 3.49 1.84 9.50 28.72 0.00 1/2" Ice 3.85 2.15 0.00 RISA Tower Job SL02113A Boise Call Center Page3 of 4 GPD Associates Project 2007293.21 Date 07:49:0610/02/07 520 South Main Street, Suite 2531 Thickness of Anchor Client Designed by Akron, Ohio 44311 Phone: (330) 572-2100 T -Mobile, USA CJScheks FAX.- (330) 572-2102 Fea Ratio Base Plate Design Data Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Ratio Thickness of Anchor Sue Allowable Allowable Allowable Allowable Condition A Bolts Fea Ratio Ratio Ratio Ratio L L„ Kl/r F A Bolt Bolt Plate Stiffener & lb -ft ksi Tension Compression Stress Stress in ft in lb !b ksi ksi 2.7500 12 2.2500 71762.45 74471.34 27.794 Base Plate 0.67 16.8114 -4882.21 654544.00 131210.58 217809.56 41.250 TP35.303M.0610.25 40.00 0.00 0.0 39.000 27.1681 0.55 0.34 0.67 L3 Checks Pole Bending Design Data Section Elevation Size Pole Design Data Allow. Ratio Actual Actual Allow. Ratio No. V f A fb. Fea Ratio Section Elevation Size L L„ Kl/r F A Actual Allow. ksi ksi & lb -ft ksi ksi Fbv Pa P No.P ft 10.381 ft ft ksi ins lb lb Pa L1 100-71.75(1) TP29.115x24x0.1875 28.25 0.00 0.0 38.935 16.8114 -4882.21 654544.00 0.007 L2 71.75 - 35.5 (2) TP35.303M.0610.25 40.00 0.00 0.0 39.000 27.1681 -10074.00 1059550.00 0.010 L3 35.5-0(3) TP41.23x33.98830.3125 40.00 0.00 0.0 39.000 40.5850 -16253.30 1582820.00 0.010 Pole Bending Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. V f A fb. Fea fb. My .fnr Fnr .ibr lb ksi kst lb ft ksi ksi & lb -ft ksi ksi Fbv L1 100-71.75(1) TP29AM240.1875 101493. 10.381 38.935 0.267 0.00 0.000 38.935 0.000 26.000 0.029 161.05 33 26.000 0.000 L2 71.75 - 35.5 (2) TP35.303x28.0610.25 419433. 21.916 39.000 0.562 0.00 0.000 39.000 0.000 33 L3 35.5-0(3) TP41.2303.98834.3125 877400. 25.688 39.000 0.659 0.00 0.000 39.000 0.000 00 Pole Shear Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. V f Fv f T A Fw A ft lb ksi kst F,, lb -ft ksi ksi F„ L1 100-71.75(1) TP29.115x24x0.1875 6296.15 0.375 26.000 0.029 2.42 0.000 26.000 0.000 L2 71.75 - 35.5 (2) TP35.303x28.0610.25 10233.4 0.377 26.000 0.029 161.05 0.004 26.000 0.000 L3 35.5-0(3) TP41.2303.98830.3125 12639.0 0.311 26.000 0.024 330.56 0.005 26.000 0.000 0 RISA Tower Job Page 4 of 4 Section Capacity SLO2113A Boise Call Center GPD Associates Project 2007293.21 Data 07:49:0610102/07 520 South Main Street Suite 2531 Ratio Ratio Client Designed by Akron, Ohio 44311 Phone: (330) 572-1100 T -Mobile, USA CJScheks FAX.- (330) 572-2102 P fb. Section Capacity Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Rano Comb. Allow. Criteria No. Component P fb. fbr f A Stress Stress Element lb lb Po Fb. Fbv Fv F„ Rano Rano 872507.12 L1 100-71.75(1) 0.007 0.267 0.000 0.029 0.000 02741/ 1.333 Hi-3+VT L2 71.75 - 35.5 (2) 0.010 0.562 0.000 0.029 0.000 0.572 ✓ 1.333 H1-3+VT 1� L3 35.5-0(3) 0.010 0.659 0.000 0.024 0.000 0.669 1.333 Hl-3+VT Section Capacity Table Pass Section Elevation Component Size Critical P SF*P 11— % No. ft Type Element lb lb Capacity Fail L1 100-71.75 Pole TP29.l l5x24x0.1875 1 -4882.21 872507.12 20.6 Pass L2 71.75-35.5 Pole TP35.303x28.06lx0.25 2 -10074.00 1412380.09 42.9 Pass L3 35.5-0 Pole TP41.2303.98830.3125 3 -16253.30 2109898.97 50.2 Pass Summary Pole (L3) 50.2 Pass Base Plate 50.5 Pass RATING = 50.5 Pass 100.0 ft 71.8 ft 35.5 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE m 17 LP Platform O XP18.60-OD 87 m 97 mN N 87 G b !l N mr tV (4) DR65.19-02DPQ 97 Pirod 17 T -Frame Sector Move 1) 0 17 LP Platform 87 Pirod 17 T -Frame Sector Moya (1) 74 (2) BXA-80063/8 87 (2) D8932DG65E-M 74 (2) BXA-8006318 187 FAQ 74 (2) BXA-800638 187 2) D13932DG65ET 74 XPISEO-0D 187 Q O b V M 0 c 'e m 15 c O a 3� 100.0 ft 71.8 ft 35.5 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 17 LP Platform 97 XP18.60-OD 87 (4) DRSS19-02DPQ 97 XP18-60-01) 87 (4) DR65.19-02DPQ 97 Pirod 17 T -Frame Sector Moud(1) 74 (4) DR65.19-02DPQ 97 Pirod 17 T -Frame Sector Move 1) 74 17 LP Platform 87 Pirod 17 T -Frame Sector Moya (1) 74 (2) BXA-80063/8 87 (2) D8932DG65E-M 74 (2) BXA-8006318 187 (2) DB932DG65E-M 74 (2) BXA-800638 187 2) D13932DG65ET 74 XPISEO-0D 187 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A607-65 1651ai 80 k5 1. Tower is located in Ada County, Idaho. 2. Tower designed for a 70 mph basic wind in accordance with the TWEI4-222-F Standard. 3. Tower is also designed for a 61 mph basic wind with 0.50 in ice. 4. Deflections are based upon a 60 mph wind. 5. TOWER RATING: 50.5% AXIAL 21649 Ib 4R MOMENT Ib Lj ` 717268/6-R TORQUE 12616-R rMh MAID - 0.5000 in ICE AXIAL 1625916 MOMENT R 877403 lb -ft Ib jj TDRQUE 3311" REACTIONS - 70 mph MWD GPD Associates o: SL02113A Boise Call Center 520 South Main Street, Suite 2531 PfeJect 200729121 PD MOUP Akron, Ohio 44311 0� T -Mobile USA D— W- AVF radbM Engl— Phone: (330) 572-2100 erode TIA/EIA 222-F off' 10/02/07 sea r— It 9 �m a O R 0 cat a i I� L; U) C W 0' 0 z SIL VERSTONE SUBD--1_V1_.S..10N A PARCEL OF LAND LOCATED IN OF SECTION 21, TOWNSHIP 3 NORTH, I N P L A r f 9 D CITY OF MERDIAN, �o f RAOr OMMAIRD MAD 'MA "Or-WAS',"BaL 200; IA 40 -ft, Liar 1111IT-am" III IQO fAq pmiliriv, (1)i 141 ll- 11 Amm �wlwr jr 'If i Sm ism 3 al ,4. 2 L 0 4 a a �� • � I 161 mom AD i . iv -NOT A PART 8 1 0 1. le POINT Or BEGINNING 11 ITL ANA I A _T r 2 a THE W 112 OF THE NW 114 RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO LEGEND • • " ;`UNV BRASS CAP VONU 5/8' RrBAR AND PfAsric CAP %i " 51S' REBAR AND Al AS ?I( IAF' SEI 112' RESAR AND PLASTIC LAP 111 'Or NUMBER SUSIDI"SION BOUNDARY It)) LINE SECTION LINE 2U SANITARI SEWER EASEMENT 10 WATER MAIN EASEMENT 35* LANDSCAPE EASEMENT IINE IRRIGATICN EASEMENT AC -MD PEDESTRIAN WALL EASEMENT ---NOTES `MSSUM"'S"" IS Sk�C:T IC All REQUIREMENTS OF NE APPROKY, CONDITIONAL AL USE PERMIT '[,P 1) 1 ULIP DATFF- .AA -7 2001 AN' RE'SUM%4!U(#4 OF THIS P1 At SMALL COMPI V WITH FHE APPI OCA&f ZONING E(AAAnCh IN FFFr( I AT THE TIME eir RE- 51WW90, 3 rp*S SLOMVISION IS SU&CCI IU L(JMRIANCj( Wyk W IDAHO CODE SECTION 31 M05 CONCERNING IRRIGATION RATER 4 ALL R`GM1 'X WAt LINES ARE MEREBW DESIGNATED AS HAVING A TEN (10) FOOT WDE PUBLIC UNIRE5, ORAHOAGE. ANTI IRRtCATI EASEMENT THE EASEMENT SNAIL NOT PRECLUDE rME OONSYRU(TION OF "ARD SLART ACED DRIVEWAYS FROM 1"r PUBLIC P,GAfT- OF - Ill 1 17) f At w IIIc fEASEWN T No I GRAP"CALL Y SNOON ON THIS PLAT 5 YF[ LOT LINE COMMON TO LOTS f AND 2 BLOCK 1, AND LOTS I AND 11 BLOCK 1. IS NERERV OMCNAMO14S NAG A IEN (IU) FOOT WIDE PUBLIC UrXInrS EASEMENT ALONG 11* EASTFRI SIDE OF SAIV COMMON LOT LINES AS SNOwAy ON sRErr 2 6 BUILDING SETBACKS AND (NUENSONAL SIAMIDARDS ON "S SIMIDI"SION SMALL BE it, LOMW1`ANCE IWYN TNI 4PPLICABfF 20NLVC REGULATIONS OF THE ary OF MERIDIAN 7 20' Or" Of MERIDIAN SAWFAR) SERER EASEMENT IS FOR pff PURPOSE OF OPERATION AND 14AINTENANC.E OF 'ME UNDERGROUND SANITARY SEWER MAIN a OTHER MAN ACCESS PUINTS APPROVED FOR TINS PLAY, DiftFrT LOT OR PARCEL ACCESS TO EAOLE R04(1 AND OVIERIAND ROAT. PS PROHIBITED 11 W DOWN OF A L) t . ACROSS 0 YfCN PASSES AN HIRIGAFICNITIRAINACE DITCH IS PM IS RE !)7BU foR THE MAIN NANCf IS ASSUMED 01 All IRRIGARONAMAINArE DISTRICT 7NEREOF. UNLESS 51104 RESPOmSaiLirr 10 "* 00 Trull, ELL VA FION OF 12 -,MCNES ABO STRUCTURAL FOOTINGS SMALL BE SET A MIWMW or "'I KE*CS' fSFAMISHED NORMAL CROVIND WATER rjfvAnON 11 AS DEPFC1rD ON FIRM MAP 16001eO253 6, DATED SEPTEMBER 22. IS". PORTIONS V THIS SUBDIM." LIE WITHIN A FIX) YEAR FIOOOPIAIN 12 BLUCX 2 IS 10 BE CONK I'M TO T14E CIT MERIDIAN FOR A DOMES71 RA a C WU SIF TME SFLWRSTCME CORPORATE CENWASSOCIATION SHALE BE WWONSIKE fOP " MANTENANCf CV THE LANDSCAPING ON NIS LOT 1J. ALL LANDSCAPEASLANDS/1MIEDIANS WITHIN, THE PUBLIC Rtctir-OF-wAr DEDICATED By ?)-*S PLAY SHAIL Of OWNED AND MAINTAINED Br INE SrLWmSyONr CORPORATE CENTER ASSOCIATION 14 119 ADA COUNTY N`G NWA I DISTRICT STORM DRAIN EASEMENTS AS SWORN ON SNEFTS 2 AND 3 ARE FOR 'MY PURPOSE OF ACCESS AND MAINTENANCE OF THE 5YORM IWANACE SySYEW 15 AU PERIMETER CUTS AILING SCAIPH EAGLE ROAD AND EAST OVERLAND ROAD ARE SLIBACT TO A 35' Wid LANDSCAPE EASEMENT AS SHOWN ON SHIFETS 2 AND J THE IVIWRSTOW COW"Arl t;ENITX ASSUCIAITON SM^" MAWTAW At, REQUIRED ,ANDSLAP� AND Al: WM C-1- AREA IOTS PERIME MR j.2 GR1W= MCALS 200 It ONQuadrant Consulting. inc. 1%== Ill an !W_SSW _— mWw am h• -mm RM PLAT—I 'I_ &—In—ni IY-%7-%n FCT Ow .pagoda#, Ir p. 1 w SII VERSTONE SUB -DIVISION A PARCEL OF' LAND LOCATED IN THE W 112 OF THE NW 114 OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 1 EAST. BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO z "ITT 0"mWm NW" 2002 lMIJSOt_ L '4 fs70Y L IY.Y-_ �T. IS10a. ?2a�n� • /N Olri•��"� 13e T! Is. 71�� a" so, t fla 1' 4 #5 ob aaa araa>, w daMM y, 1 „g,• „r. a.a•L'o�T - r ?.!r rm a 110111 , l e ba'I4 -1 ua•nn sa N:Y a . . I a/aT' MIT IS soul I I N. CS/ • FOUND SRASS CAP f` rOW0 s/1' AEBAR AND PLASM CAP 1 ;R a I I a9 • go r—u,d,•„ If Io PLIkh: dIM "Im"m srg Mopr a seat I MIT 13 *W � 1 1 1 I I R r+ I u ' •..---.�— I+ a`YalaE'A /laawsgu •• a w II r •seas ol.�o.a "°" Aaaalpa. $ 0 �. 20' SA14FARY SEMEN EASDIENT YnpAjlyV.YHr // A ... --. � � a l O L• I, � �� / 00' , a _•_ A.C.N.D. PEDESTRIAN KALA EASEMENT t d• 4 1 'I� I ILLr ii g 1 y 4 i� I Inst,2 t I�i4 1[Y SMgI• t , , \ I 'I•ir !li � I 110 30, r r 1 P1 r ..� •101... I sn OEM .11 IN II ' 1 -4j. ru r:ra I'mtat..w • .,I �Ma admuffm drip 1 IrogaILTNI Il r' I drd rat 1M%r' y T 6 YI I I .I H 1 , I o ALGMSA 0.4n ..sc4xkcN, f gum !W no eaa Ieo n 1 , F aNMI aaE pelElr LEGEND • FOUND SRASS CAP �aYoupas rOW0 s/1' AEBAR AND PLASM CAP S.JP -- W ! a I I .E i� If Io PLIkh: dIM "Im"m srg Mopr a seat 8 fj �g�'�I�p a'I' —T'i� ae' -i � • � 1 1 1 .e s R - _ i ' •..---.�— I I a`YalaE'A /laawsgu •• - 1 I ►�. /� r •seas ol.�o.a "°" Aaaalpa. $ 4 �. 20' SA14FARY SEMEN EASDIENT YnpAjlyV.YHr // A ... --. � � a l O L• I, � �� / 00' , a f gum !W no eaa Ieo n 1 , F aNMI aaE pelElr LEGEND • FOUND SRASS CAP • rOW0 s/1' AEBAR AND PLASM CAP S.JP -- W ! a SET s/E' AE"A" AND PLASM CAP �i $IT SWIT • rw•dtotl SIFT 1/2' AE/AR AND PLASM CAP .•I IT) LOT NUMm - _ SUSOM m "OWADART t smu aiwp - rAtelon •..---.�— LOT LINE a`YalaE'A /laawsgu •• - —scencm LNC .... _._ ... �. 20' SA14FARY SEMEN EASDIENT ... ... --. —• !Y LAmWAPE EASEMENT UNE ...._ ....._...... pAN10AIM EASEMENT �• —•. _•_ A.C.N.D. PEDESTRIAN KALA EASEMENT 6 FIr I q • - .-- — 10' P11SL1C UTAJTT EASEMENI aeuVlur 'I •'7(� L � _ � _.� •^ r ,g. ' Aly / .• : , ....ft. L e='' • L'l saweTalut KID A d ' � 4 I ! �� rw•dtotl J'. ;!a I .aniraP.rrar 11� ,•l r i� I I wocA L ;� I f31 sTg sl�rr .:. I 1 •I ( .i 1 •LOCO T I 1[Y SMgI• t , , \ !li R I I 110 30, r r 1 P1 r ..� •101... I sn OEM .11 IN E��ir—rvrtia�x_>,1 � �Tila•'7ii"':7E�Z:� 711QUadronf Consulting.1n In 4-0 aSOL 7eFlr1 hl•f ONAI JY.elef IOIY I I l '1 .I SILVERSTONE SUBDIVISION A PARCEL OF LAND LOCATED IN THE W 112 OF THE NW 1/4 OF SECTION 21, TOWNSHIP 3 NORTH. RANGE 1 EAST, BOISE MERIDIAN, raevLlaer _ ,Is Aim E CITY OF MERDIAN, ADA COUNTY, IDAHO Ingo 2002 III rAma.r.r/n.porafnr �I '� {'. ih N+ aArcteuf I -mv.61 a it s str. I� tri ��ro •ao ro///AM II.I t�!�- - i l) W se e . I I a CA it .E snPat. "/.�* � ,. �• r � ; ro art/ rsut°monn�is�er.s. i Ls I r 181 PLOCA / 1 ! •ASAI wsn,//NM, d; I I 0 L 0 C t 2 ! p�IIMU/1/IMMI 9 . i � . r I< AM •� Y/ IY'11 a� •s/awwe/ rNurr/w ' f•*YfMf f./IA p0f0f.q• ElilNROVG RMerui► I A P L 4 r r x o POO.Q MW F., @a~ Now 0no 100%. LEGEND • rOLMO BRASS CAP • I c r en R *CAR=. � SET 1/2' REPAR AND PLASM CAP (D Lor NUNBIR - - —"'—�'—�-• SLOOIMMAM RMMOARf LOT LOW ---.. - -- - -- SEVION Lm .- -- -- -- — ANI ZD STAMT PEIa L4$g NT gra.--°�._ -raw NEiP �� •• 4 � I _.. •..•. ............... IRRIQATM EASMIAMY —. �- A.C.NA. MOESIMAN KALN LASEMMI %qyb.�• 14 to ' m�f Yarnr or OgtNA7t1 /iaArwr n.a• •' �r � tI I A P L 4 r r x o POO.Q MW F., @a~ Now 0no 100%. HQuddrant Consu ns Ina M tN�N r. r/' am so" esto. am Mw (m JUS MR LEGEND • rOLMO BRASS CAP • rWMO 3/0' RAM AND PLASTIC CA c SEr D/P' REPAIR AND PLASIIC CAP A SET 1/2' REPAR AND PLASM CAP (D Lor NUNBIR - - —"'—�'—�-• SLOOIMMAM RMMOARf LOT LOW ---.. - -- - -- SEVION Lm .- -- -- -- — ANI ZD STAMT PEIa L4$g NT ... -. _.. .-- St' LANDSCAPE EANDMI LINE _.. •..•. ............... IRRIQATM EASMIAMY —. �- A.C.NA. MOESIMAN KALN LASEMMI 10' PLISUC Loam EASENENI HQuddrant Consu ns Ina M tN�N r. r/' am so" esto. am Mw (m JUS MR 01/23/2007.14:42 FAX 208 322 7307 THE SUNDANC DMPANY STATEWNT OF AUTHORITY FOR SUNDANCE EWESTMENTS LEVHTED PARTNERSHIP, AN IDAHO LIMITED PARTNERSMP Q002 Pursuant to Article 5.1 of the Agreement of Limited Partnership of Sundance Investments Limited partnership, and Idaho Code Section 53-3-303, we the undersigned general partners of Sundance Investments Limited Partnership, an Idaho limited partnership (the "Partnership"), with its principal offices at 9100 Blackeagle Drive, Boise, Idaho 83709, appoint and authorize The Sundance Company, an Idaho corporation, with its principal offices at 9100 Blackeagle Drive, Boise, Idaho 83709, and all general partners, to act on behalf of the Partnership, either jointly or severally, including, but not limited to, undertaking any action involving amounts in excess of Ten Thousand Dollars ($10,000.00), and executing instruments transferring and or leasing real property held in the name of the Partnership. In witness whereof, we the undersigned parties .have executed this Appointment of Officers and Statement of Authority on this 1 ;�' day of August, 1999. �- og! . Anderson Gen al Partner Susan I. Anderson General Partner APPOEVTMENT OF OFFICERS AND STATEMENT OF AUTHORITY - 1 01/23/2007 14:42 FAX 208 322 7307 THE SUNDAN� 'OMPANY U003 STATE OF IDAHO . ss. County of ADA ) On this I& day of August, 1999, before me, the undersigned, a Notary Public in and for said State, personally appeared Roger L. Anderson and Susan I. Anderson, known or identified to me to be all of the General Partners in the partnership of SUNDANCE INVESTMI NTS LIMITI✓D PARTNERSHIP and the Partners who subscribed said partnership name on the within and foregoing instrument and acknowledged to me' that they executed the same in said partnership name, IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Pd ,1�W'��a r '; �� ,p �f•�e , r µs tlr.� L+'1. �. •.Y. 1• co e b Os � a orf G/; a1 msa'd' '�1s aa�a®a.� Peed➢�➢990B�L'��O -< i Notary Pubki to of IdaWi Residing at:G4,o,4"- Mb Commission Expires: 'y D APPOIN'T'MENT OF OFFICERS AND STATEMENT OF AUTHORITY - Z 01/23/2007 14:42 FAX 208 322 7307 THE SUNDANC� IMPANY l CONSENT OF DIRECTORS IN LIEU Of, SPECIAL ME1ETING OF THE SUNDANCE COMPANY fa 004 THE UNDERSIGNED, constituting all of the directors of The Sundance Company, an Idaho corporation, does hereby consent to, adopt, ratify and approve in writing the following corporate action, without a meeting, in accordance with the provisions of the Business Corporation Act of the State of Idaho: RE IT RESOLVED, that the following individuals are hereby appointed as officers of the corporation: NAME & ADDRESS Ryan L. Anderson 9100 W. Blackeagle Drive Boise, Idaho 83709 Travis I- Anderson 9100 W_ Blackeagle Drive Boise, Idaho 83709 Christopher L. Anderson 91.00131ackeagle Drive Boise, Idaho 83709 TITLE Vice President, Administration Vice President, Leasing Vice President, Construction BE IT FURTHER RESOLVER, that the above named officers are authorized to act as agents on behalf of the corporation, including, but not limited to, the authority to act on behalf of the corporation in its capacity asi an authorized agent for Sundance Investments Limited Partnership, an Idaho limited partnership, as set forth in the Statement of Authority for Sundance Investments Lirrdted Partnership attached hereto as Exhibit ".A,". CONSENT OF DIRECTORS IN LIEU OF SPECIAL MEETING OF TIM SUNDANCE COMPANY -1 01/23/2007 14:42 FAX 208 322 7307 THE SUNDANC 'OUPANY Z005 C This consent is effective the 1st day of August, 1999. Susan 1. Anderson Director CONSENT OF DIRECTORS IN LIEU OF SPECIAL MEETING OF THE SUNDANCE COMPANY -2 AFFIDAVIT OF LEGAL INTEREST STATE OF IDA110 COUNTY CIFADA -p v Ivilig 111-;t rk-L'Ord OW IK.'" Ci d C I Qi I In p,m I i Ns i i o r, i o: � p MIWC) Jbt JL:L If I i3 ;I Pill I C;1140141 I) ll,al pfoper, Cav ot wridixl 'Ind sls i�mplofcc,,, hall lroin afi,- c'Mim, or resuit,�"nL irom any d�sputeas to the stLuenw-ins, �:,onwijwd licivin or as to ,kw mN licr'sh]'o tai� is of the applicalion. lit -,,6v Lmnt permirsio;, to City o" Nler�6,ln st,'lll to Yrib! tih SUI,)JeCl k17 li e 111:pecticrciafitdl 11) kll.!Mc�Slnl saij applicaliollisj. SUBSCRIBED AND S'�VORN, to me the tk"y urd year first abo.Ie wriltler". A, find A 7' 141 L I C see 60 04R Nov.3U. ZUUI 1Z-'IUNM E IDIANt6wvoR Io.xJ FORM PW100 DATE: 11/30/2007 The following address has been verifies! by The City of Meridian Public Works Department as valid for the project listed below, Project Name: CELL TOWER Address: 2078 S. Silverstone Way Suite #: Zip Code: 83642 Lot/ Block/ Subdivision: 6/2/Silverstone Sub Notes: Miscellaneous companies are adding equipment an owe -at pad adjacent to existing Verizon Equipment. EACH SET OF PLANS WILL. 8E REQUIRED TO CLEARLY REFLECT TIE CORRECT ADDRESS AND SUITE NUMBER (IF APPLICABLE Kane Glenn Department Specialist Public Works 898-5500 glennkftw idiancity org Mr1wTwmW de Ww d aft Keith 0jid JoeSorton ChRountree Uevid zaremba 2078 S. SILVERSTONE WAY MERIDIAN, IDAHO 83642 SPRINT SITE # SL03UB640 - SILVERSTONE T -MOBILE SITE # SL02113 SITE NAME: SILVERSTONE DESGRIPTION, U14MANLD CELL TOWER SITE AM A046TABLE AWO AMERICAN WIIR 6^Wson URI® C"m DORER DTD SAGE TRANWIMON STATION GONG. DIA OR • c4wvRETE DIAMETER 66m. ELEGTRIGAL M. we !®UV. ONIPMENT OROU10 DAR OA OAUOE OMD MAX IRA" MAXIMUM Ne" MDCNAm"4, MIR Km~ M%. METAL Me PILMM VUM PARING 4 AND 0 AT • NAOCR ABBREVIATIONS r�aeez bNAM eoro31OANO OTOI xOOIL6 Ixel ew-TH 06Q. .AY owls Ise RxexAxeR sr. eeroR lDNlo serro IIOMLm mel ,u.a. MCNTRe1YR ORMNro RM see+ neLoeleer ac soros, loAxe esree D�CR!]ee) es.cro. M evaM:e ce.aAxr rvnro.um.eox Noo w ISAcxeAea wL eaee.lDAxo esra•l mors, e]]-�eoo _ xe eee:.Aver. IAe ewfxArlOe er. OeeR bAlq sane t>!»ee6� .Aaux ro u.aws® Aw xer rex xeux ]TO MLVC.TQi YIAY MACITATION. N.fDICMrW AriGee .®.IOIM IOAxp eeW xRalllOsxn ee xeT ATRY, x .e�sww n Iro']D9OW 7@IItlQ..IDDOGIIOL .alol,w xNaro IOMq I' O{ i]OD) eM-�]0 —alcor, aoo�soe-epee SW WOMAIM M .II nr rvk., a g.u.*q Yw¢!w. PaTro• ltroaxe• ly. m IT slaw ffa0.. NMT gR.drle e.11r14N W Aaadef NAY, TO.1 KIMO ALL xWK AHp IMTNALe ewN.l eL 1'ro@gPlm LCf WTO K NNtlxT YMY, HAY.1xNpT M OO WTO AVD 1NSTALLLp M ACCQbMbe YeTx M %� A e. VIRA AK, MRIYe IX1110IM ral, TOMN.i NAMN CIIxImrT Ae.LICACy CWm M ADVrm 6r l� eAlalLL. TAKR M Ip�e OAOLR RIeT,111101 tlTl WTO M LOCK eOVO.bXp NW WITa. xGTlllrl! IM eAeLe xDAe, wxw eoun+rClTAlm weeAxo xD. Terx TIlpO f'l.Arb 1e m a ewsiw.sa M nvlrer 'CALL BEFORE YOU DIG' �LveweTorsaY sO rAame w `T0a ro n� ewa 1-800-626-4950 ONE CALL CONCEPTS - IDAHO M .PerwAnW eexrwu®M +xro aer ar oee1.v11e 1e rewnlerMr er xAne>e Mr Use ow 01eeLoara an6R nwx nar Haul 116ATm To enurrt DFECTION9 TO Tm Sm CODE C0kfUANCE 0 REVI6IDN T CONTpIoL POINT OR DATUM POINT O DETAIL ��LVATION ® OMM PLMPORM MEEK ® OVIS1LNR FOIL SAM ® PUwFm SPAM ORVAPHRM e1 APO LEVE AREA SYMBOLS / MATERIALS wlDeeee wwenp IDCATG W RpeTNe MerlORe PROJECT SUMMARY CONT. DATE 10-13-07 u alar. vlenox wr,.exN� ll>•e. ANK Ymw CLMO® ANN. Nbl M]D W9ALL qTR RAN A -].I DI.A.em fIR RAN MO 6eVATpN .4sD WlG04tmRGRAIL► Sprint 1258 EXCHANGE ST SUITE 6A BOISE, IDAHO 837/6-8883 TEL: 208-385-0441 FAX 208-3438872 3 O S. yi iv PROPOSED SPRINT SITE Y C t _ xe eee:.Aver. IAe ewfxArlOe er. OeeR bAlq sane t>!»ee6� .Aaux ro u.aws® Aw xer rex xeux ]TO MLVC.TQi YIAY MACITATION. 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Terx TIlpO f'l.Arb 1e m a ewsiw.sa M nvlrer 'CALL BEFORE YOU DIG' �LveweTorsaY sO rAame w `T0a ro n� ewa 1-800-626-4950 ONE CALL CONCEPTS - IDAHO M .PerwAnW eexrwu®M +xro aer ar oee1.v11e 1e rewnlerMr er xAne>e Mr Use ow 01eeLoara an6R nwx nar Haul 116ATm To enurrt DFECTION9 TO Tm Sm CODE C0kfUANCE 0 REVI6IDN T CONTpIoL POINT OR DATUM POINT O DETAIL ��LVATION ® OMM PLMPORM MEEK ® OVIS1LNR FOIL SAM ® PUwFm SPAM ORVAPHRM e1 APO LEVE AREA SYMBOLS / MATERIALS wlDeeee wwenp IDCATG W RpeTNe MerlORe PROJECT SUMMARY CONT. DATE 10-13-07 u alar. vlenox wr,.exN� ll>•e. ANK Ymw CLMO® ANN. Nbl M]D W9ALL qTR RAN A -].I DI.A.em fIR RAN MO 6eVATpN .4sD WlG04tmRGRAIL► Sprint 1258 EXCHANGE ST SUITE 6A BOISE, IDAHO 837/6-8883 TEL: 208-385-0441 FAX 208-3438872 Sprint> 1258 EXCHANGE ST. SURE BA BOISE, IDAHO 837166683 TEL' 208-3850"1 FAX. 208-343.8872 t1RCHITE l RE DESIGNS PLUS " - - CI016G I0MIO.7104 p11m 90.$Oel MR m.-71FeL. i S I ®LRNN W/.LKGR /SIA AROMM ue—meele IU-ib-07 m":ue�e APPROVALS m1MN101 .nen - ewawe cors+Rrcnox REVISIONS SILVERSTONE .Re noon.... " .awlm4rt Ionno ssw SHEET TITLE Oi AERIAL VIEW AOaIAL VRN NTS MITI, A-1.0 ��- Sprint 1258 EXCHANGE ST. SURE BA ,ia. :.�.t,,:,- BOIBQ IDAHO 83718-86B3 2041 FAX FA208J"/3.8843.8872 M ASPHALT ___ OV ellAvn wv� PARKIN& LOT RJ 10' WOE IRM STRWENTTION .'` EASR•IQRINSTRUM@1T NO. 10704791 ARCIITEC t V 1W ®® - SPDESIGNS PLUS SPRINT HIMLEASE AREA SR IMNLAIII6110 !!W PIOAGIQOT OR %HMr SITE PLAN SHEET Co104 IOA1q OTU - A-1.1 OPlfb 10009001 - TAi 2iOM107U ®LlNN WALKIR.. AIA evY-� m m ANY EKISTMID TMEES IN M-gla-91MsI9 SPRINTS LGASI1 ARE TO M W rRx9 "'k EE KV40\1 0 BY 10 ib-07 CONTRACTOR AND RE- PLANTED TO THE SOUTH ?� OF LEASE AREA. (E) BUILDIN6 3X q aD.l.m� wuml 2p (U ASPHALT IN& LOT BJ ASPHALT 9 PARK nI�ROVALS PARKIN& LOT tll'� 0 QIMI✓ml Y �1AL piTAR ARI/• MAW/P N10PlIT 0,101 Tp11M C(MITRNTi011 OIRN.TpI REVISIONS GG� PARCEL SUN TIOD PINVESTLST MENTS LIMITED PARTNERSHIP LOT 6 OP BLOCK 7 OF THE / SILVERSTONE 91.115DIVISION W ASPHALT R��OTR0110 PARKIN& LOT SILVERSTONE an- rouaao - rLveu*ala Aoolmw wu w Oaveurora wx .O4pIAH, DMIo 0/1"7 SHEET TITLE L SITE 7E PPLLAN O OVERALL SITE PLAN ecN.e nrlarl, r . uc NMTH Sprint> 1256 EXCHANGE ST. SUITE SA BOISE, IDAHO 83716-6683 TEL' 208.385.0041 FAX. 208.343-8872 t11 CMTEC UIUS DESIGNS PLUS GI.MMG IIGaMnW GAMRR G6Da Flp•OGIOIDT Dx COIG4 IDAND !0'ID� E111m ]OoOAOM SAL �p1GTrdJM mI.GNN yU.LICGR AIA \ -- i MGIIiECT \ \ \ \ f ' APPROVALS M Or Ml®l b 3 C � STAR ArW wA.AOG�. f e� corow REVISIONS nroroGm GnuGr f -------------- MLrtY AGw! '4 •ITC . 4• TMGK e COXfMGI•AD. A•a0 ��.� �wr.1R�.. a.oMwA �—w�nyM SILVERSTONE rR . ' aoouerao . 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O SLAB ON GRADE DETAIL ecx.e i]]•10.•,. en cera m•wT•,Mw QMNEEA E U CTWAL NOTES I. eaT.KTee elui eaeeelee.Te Maa. eeereT NeeATae we9 TrA nn. wcAr, eer.rJr o. eaNnucroe eluu IeexAu ewalnT Aro .ee ro TK ms eeo.arT - Aa era eae s. eeen.KrelN M.r ruwTr Illea.a,r xaa a eJaenaa eAalaT ro Keatlmm ne.ean� o eaaar.IJa • eaamaATe rnx eoule9 cAaeer nee. weaneaan9 roe as rm eleaa o corune. e. eAa.e as eruti ee Aa.Yele9 re eaweOAS raa ve�rAee ee> I. Lanlel nlAe Ise rt. veun eaauT as neJ ueweaW uae elm s. coxrwKTae sNrN,L coelmlxATe w eaK erwx eo, raa eJn. ro clew coxeTe,cT ro unux caA-Arx ealrmew re.ra ra era. eam.Krcw alw� nJwlee ro IxerAu Aaa_ eaeanr..IRL Wro, eAaew A.L peJ@D, TIm1GF9b• oAGK r'IL,.. rA N1 IRILIx rS.e ro IeTJJR ALL IQaJIIeMQTe le M YQe Q nolo 1. M Aeoleae 6MM.L S bam ever ne rarer e. Axr loo-vo�r amen eoeAre9 w ne eAoie eanwart eAarer erw.L wwe cru AerxTwe rm em CCTd >!O•eJa. reOVlpr. Mel Q ei• W C ClireANOG a neper or TwAxe.aa r®eITK 7. r.l. elOe'rlrke OrILITRp. rKILR®. GaOlrler6, r0 TEe elllmlOee erCni ae R.ree IeAve e�� eROnt9 AOM .wAll„�e eeselml. ne Aecnreer J nwr®a waTrTaa Aee1a ro mAvbleux roe +ee Aeewer ae wncawr v ne IM•olaeAnoe eeorsJ oe ree nvm oe ne ewsae a nae en+ovr. ae A9.unean. rl! caellewraa aeuta ee I®reerewe roe veloeMxvAe rre wer e.seAnae a Au eeolTnr um,nn re Kw.�rnuroe°I`i.TOile'.+rIA"rm.w+�w>s w ar"Owie M eO��ive Mm s oreOio�uvlln� o�'ie A�.rWlmu+v ea+.wv �T� eaolTW DESIGNS PLUS awm �olnoee rA>v ]s►ene>tl► um+seo JlnaelF.4'f ra-acne 10.16-07 APPROVALS �.e®e eHATe MwMA�aa reOralT O.ea. eOreW Ca11nVGTee aleeTOe REVISIONS SILVERSTONE elle . IeaaalNo - wvnuuror� wooeees. ova w Il�v9srala cur eou9uw, lore Isw SHEET TITLE ml= DERAIL! A-4.0 P --l— MCITY OF -. rdtcn 33 E. Idaho Ave. �y Meridian, ID 83642 F —7 - Date -s Applicant - Q --- Address ; ' c� Phone CASH CHECK # NAME ON CHEF DIFFEREN PgCANT DESCRIPTION AMOUNT � I I `V f I I I I I I I I I I I 1 I I I i I I I I I I I I I I I i i I I I PAYMENT DOES NOT INDICA A CEPTANOF APPLICATION TSA 2 0 8 7 Receive By TOTAL i cV 94352 'JAW.'7/ V m ►AA cy)m `a m Z c_ 2 Z m m'� •'° v r,. PLANNING & ZONING DEPARTMENT INSPECTION CHECKLIST COADMP,CIAL/CZC SITES This checklist should be attached to the inside cover of the CZC file at ALL times Planner/Inspector Name: Project Name: CZC File No.: Contractor/Company Name: Phone No.: First Inspection Date: Second Inspection Date: Third Inspection Date: _/ / (NOTE: If a third inspection is required, a fee of $ 'must be submitted to the P&ZDept. be ore the inspection is done.) Landscape Plan Checklist � Rec..i.�?Srrij S. kPcE ZBrad P8Z.4Amir,?Depmrnea,� Po�an •c F Site Plan CLecklist z Rev. 5125105 ::<Pc4Z3rad'Pc$L.4d�nlnlJ�parrnen.[Polecies Post -Inspection Checklist * The only instance that a CO may be released prior to 100% completion of improvement is inclement weather, as determined by the Director. If weather is a factor, follow MCC 12-13-19-2. Rev. 5.25/05 .: iPt4l3;ari:Pil-%:!d,;�ir`.:>ipczizm a Po!ici,-� CVER,IDWAN-*�,- IDAHO NOTE: This is not a Buildine Permit Prior to any construction. You should contact the Buildine Department at (208) 887-2211 to verify if any additional permits and/or inspections will be required by the Meridian Building Department. CERTIFICATE OF ZONING COMPLIANCE* Date: December 19, 2007 Project Name/Number: Sprint —Nextel Antenna— CZC-07-260 Owner/applicant: Sundance Limited Partnership/ Ubiquitel Leasing Company Site Address: 2078 S. Silverstone Way Proposed Use: New antenna and equipment to an existing communication tower Comments: Conditions of Approval: Project is subject to all current City of Meridian ordinances. The issuance of this CZC does not release the applicant from any previous requirements of the other permits issued for this site. Site Plan: The Site Plan prepared by Architecture Designs Plus, on 11/06/07, labeled Sheet A-2.1, is approved (stamped "Approved" on December 19, 2007 by the Meridian Planning Department) with the following notes: 1) All new fencing shall be constructed of the same material as the existing fencing located on the site. No field changes to site plan are permitted; prior written approval of all material changes is required. Elevations: The Elevations prepared by Architecture Designs Plus (Sheet A-3.0, dated 11/06/07) are approved with no changes from the Planning Department. Signage: No signs are approved with this CZC. All business signs will require a separate sign permit in compliance with UDC 11-3D. ACHD Acce tance: All impact fees, if any, shall be paid prior to the issuance of a building permit. If any changes must be made to the site plan to accommodate the ACHD requirements, a new site plan shall be submitted to the City of Meridian Planning staff for approval prior to the issuance of a building permit. Plan Modifications: Except for the changes mentioned above, the approved Site Plan stamped "Approved" on December 19, 2007, and Elevations, and are not to be altered without prior written approval of the Planning Department. No significant field changes to the site or landscape plans are permitted; prior written approval of all changes is required. Kristy igil Assistant City Planner *This letter does not indicate compliance with requirements of other departments/agencies, including, but not limited to, Ada County Highway District, Central District Health Department, affected irrigation district(s), Meridian Sewer, Water, Building or Fire Departments, Sanitary Services Co., etc. This letter shall expire one (1) year from the date of issuance if work has not begun. F �� n. �P1F V f6r"IC4�lan � n>nun Type of Review Requested (check all that apply) ❑ Accessory Use Altemative Compliance Certificate of Zoning Compliance ❑ Conditional Use Permit Minor Modification ❑ Design Review ❑ Private Street ❑ Property Boundary Adjustment ❑ Short Plat ❑ Temporary Use Certificate of Zoning Compliance ❑ Time Extension (Director) ❑ Vacation ❑ Other Planning Department ADMINISTRATIVE REVIEW APPLICATION File number(s):. Q? C- 0-4 -Ttp O Project name: h_ -Ne Date filed: �J b \\Date complete: 1"6 6 0'1 Assigned Planner: t`+ Related files: Applicant Information Applicant name: tit" 1 Leoei Coat b k S r; k4- n� Phone: 86 6 - }'}-z S, Applicant address: 10 Em I g 1 I 114 Bo i "St f D Zip: 9370 Applicant's interest in property: ❑ Own 'lflRent ❑Optioned 13Other S I'p,,,,.�.p� r/ow+tl «(31"7° Phone: 322'--73f5"'0 Owner name: n Owner address: l 10 0 W, De. go i 5tt,( a3?p0� 1 I Agent name (e.g/�., architect, engineer, developer, representative): Ar ck he f nZip: f - lT7tAA Iy p"O� Firm name: Ar&1t;4t/4/�j&& DA,�,t1 PIm Phone: 353- 043,4 Address: sboq . dotciCA+ A(. BVIV ID Zip: 8}0 Primary contact is: YApplicant ❑ Owner ❑ Agent ❑ Other Contact name: O f-.) 0 E-mail: W 0vi ker• a I`A U^dgpA PVP -4 Information Location/street address: Assessor's parcel number(s): 1146M .VW, — A-r[.kift!t 0-b Ie o t1q . vu -t 0}$ S ot,�k SOVI�S --q oot }-} n l ,*0 Township, range, section: "'ILK Current land use: C o b1 i e r C j G Phone: J3 Nob —Ti -7-6 Fax: tftlf - 99 3 .1 Total acreage: J, L1 4- $ p . Fct i-'/ • d 11 0-c. Current zoning district: r, G 6 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org I (Ro. 9/21/06) Project Description Project/subdivision name: Si Ivf f s +a AA General description of proposed project/request: J t 9 eq u% 0 MU t -6 Owt eVU1L .f uA14 Proposed zoning district(s): L LT Acres of each zone proposed: L) Type of use proposed (check all that apply): ❑ Residential O(Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Who will own & maintain the pressurized irrigation system in this development? N Which irrigation district does this prolperty lie within? W1 Primary irrigation source: V✓1 Ar Secondary: kit A - Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: Number of common and/or other lots: Number of building lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: Minimum square footage of structure(s) (excl. garage): Minimum property size (s.f): Gross density (DU/acre-total land): Percentage of open space provided: Percentage of useable open space: 2 or more Bedrooms: Proposed building height: _ Average property size (s.f.): Net density (DU/acre-excluding roads & alleys): Acreage of open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Type of dwelling(s) proposed: ❑ Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Total number of employees: Paving: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Total number of parking spaces provided: Print applicant name: J A-15 D b! E� ✓fNJ Applicant signature: _ Seating capacity: Number of compact spaces provided: Date: 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 ' Phone: (208) 884-5533 • Facsimile: (208) 888.6854 • Website: www.moridiancity.org 2 Sprint UgOerwllhN L November 30, 2007 City of Meridian Planning Department 660 East Watertower Lane, Suite 202 Meridian, ID 83642 RE: Certificate of Zoning Compliance Co -location — Wireless Telecommunications Facility 2078 South Silverstone Way As a community wireless company, Sprint/Nextel is serious about serving the growing demands of the Meridian area. For this very reason, Sprint/Nextel is requesting a Certificate of Zoning Compliance for adding additional antennas and equipment to existing Wireless Telecommunications Facility. Pursuant to the City of Meridian Wireless Telecommunication Ordinance, co -location is encouraged. Sprint/Nextel is complying with this request by the City of Meridian. Sprint/Nextel's radio engineers have identified gaps in the area due to terrain challenges blocking current coverage. Currently, Sprint/Nextel does not have adequate coverage in the area to support its customers growing needs and demands. Sprint/Nextel's radio engineers have selected the existing location to better support its customers needs. Sprint/Nextel strives to have seamless coverage throughout its network, and this area is not seamless. The site was selected because of its central location to this area of weak signal strength and has the best potential of resolving problems in the area. With the rapid growth of this area, we are receiving an increasing number of complaints from our customers and feel it is time to address this coverage issue. Continuous coverage is of major importance for the safety and convenience of all users of wireless telecommunications. Sprint/Nextel 1256 Exchange Street Boise, ID 83716 Tel 208.385.0441 Fax 208.343.8872 Sprint i Twth.' Mh NN To summarize this application, Sprint/Nextel is requesting the City of Meridian Planning Department to issue a CUP Certificate of Zoning Compliance approval for the addition of the Sprint/Nextel's antennas and equipment to an existing Wireless Telecommunications Facility. The tower already exists, and the addition is in line with City's Ordinance. Thank you for your consideration of this proposal and I hope that the foregoing and enclosures are adequate to provide an evaluation of our proposed project. Should you have any questions or clarification of documentation, please do not hesitate to contact me. I would be happy to provide you with any further assistance. Sincerely, Jason S. Evans Project Manager Sprint/Nextel 1256 Exchange Street Boise, ID 83716 Tel 208.385.0441 Fax 208.343.8872 R j1pil o ga�Fg3' N t� S 11 1 9s H I F- g a! 0 D aUN FFr of p a 0 m co o�� g r co "' Gm F= mom# M # O = U! O �m� 00 CA o rn m N milli �D� m �; c 3:iico m11 <€43sE 1 v 7oi,5555 C z� tsi w I I I to y $ t E s F y � SV b g ti milli �D� m �; c 3:iico m11 <€43sE 1 v 7oi,5555 C z� tsi w I I I to y r Hil tocQ co co 0Z W E� )� ( ©cQ r Hl, ; 3 Nt a.§� [ )j wB §Elr|2 �� | �i § ©cQ r Hl, ; 3 Nt a.§� [ )j wB §Elr|2 �� | 95§" I H I R 9 lis - D �" DQE 'Ili U Iii 55 zp n� �C]gg ,A it as Q p:$ 110 h LL �F ��t; g:�a�c CPD ASSOCIATES APPROVED By Thia at 2:56 pm, Oct 11, 2007 STRUCTURAL ANALYSIS REPORT T # &M it SITE NUMBER: SL02113A SITE NAME: BOISE CALL CENTER NEW ANTENNA INSTALLATION BY: imo iquiTel ON AN EXISTING 100' MONOPOLE October 2, 2007 2007293.21 MONOPOLE STRUCTURAL ANALYSIS REPORT SL02113A BOISE CALL CENTER Meridian, Idaho Project 2007293.21 New Antenna Installation Existing 100 ft. Monopole For: T -Mobile USA Bellevue, Washington Prepared By: Darrin Kotecki, P.E. Registered Professional Engineer Idaho # 11921 October 2, 2007 GPD ASSOCIATES ENGINEERS 0 ARCHITECTS • PLANNERS 520 South Main Street • Suite 2531 •Akron • Ohio • 44311-1010 • Tel: 330-572-2100 • Fax: 330-572-2101 TABLE OF CONTENTS DESCRIPTION EXECUTIVE SUMMARY TOWER DESCRIPTION TOWER MATERIALS TOWER LOADING PAGE NUMBER 1 1 2 I: ANALYSIS 3 CONCLUSIONS AND RECOMMENDATIONS 4 DISCLAIMER OF WARRANTIES 4 APPENDICES 1. RISA ANALYSIS PRINTOUT 2. TOWER ELEVATION DRAWING GPD ASSOCIATES SL02113A BOISE CALL CENTER EXECUTIVE SUMMARY The purpose of this analysis was to verify whether the design for the existing tower is structurally capable for the installation of the new antenna and coax loads as specified by T -Mobile, USA. This report was commissioned by Ms. Lisa Hamedian of T -Mobile. The design for the existing structure meets the requirements of TIA/EIA-222-F for a 70 mph and for 1/2" radial ice (w/ 25% wind load reduction) for the proposed loading configuration. The foundation reactions, with the proposed loading configuration, were found to be less than the original design reactions. Therefore, it is our opinion thatthe design for the existing foundation will be adequate, if it was properly designed for the original tower reactions, and constructed accordingly. Section Results Monopole % Capacity Result 71.8' —100' 20.6% Pass 35.5'— 71.8' 42.9% Pass 0'— 35.5' 50.2% Pass Base Plate 41.0% Pass Anchor Bolts 50.5% Pass Foundation % Original Design Result Tower Base 48.7% Pass Tower Rating: 50.5% TOWER DESCRIPTION The existing 100' monopole is located in Meridian, Idaho. It was originally designed for T -Mobile by Paul J. Ford and Company of Columbus, Ohio. The original design load for the tower was for a 110 mph basic wind speed with 1/2" radial ice in accordance with TIA/EIA-222-F. The tower was originally designed to hold the following: Original Configuration Antennas: Elev. 95' (12) EMS RR65-19-OOXP Antennas on (3) 12' T -arms wl internal coax Elev. 82' (12) EMS RR65.19-OOXP Antennas on (3) 12'T -arms w/ internal coax Elev. 69' (12) EMS RR65-19-OOXP Antennas on (3) 12'T -arms w/ internal coax The existing 100' monopole has three major sections connected by slip joints. It has 18 sides and is evenly tapered from 41.23" (flat -flat) at the base to 24" (flat -flat) at the top. The structure is galvanized and has no tower lighting. The structural information was provided by T -Mobile in the form of the original tower drawings by Paul J. Ford (Job #: 29203-0350, dated November 19, 2003). The existing and proposed antenna information was provided by T -Mobile USA. This analysis and report are based solely on this information. AC& GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 1 SL02113A BOISE CALL CENTER TOWER MATERIALS Data on steel strength was available from the information provided. The following table details the steel strength used in the analysis. Monopole ASTM A572 (65 KSI Yield Strength) Anchor Bolts ASTM A615 (75 KSI Yield Strength) Base Plate ASTM A572 (55 KSI Yield Strength) TOWER LOADING The following data shows the major loading that the tower supports. The existing, reserved, and proposed antenna information was provided by T -Mobile USA. Existing & Reserved Configuration Elevation Carrier Antennas 97' T -Mobile (12) EMS DR65-19-02DQ Antennas on a 12' LP Platform w/ (24) 7/8" internal coax 87' Verizon (6) Antel BXA-80063/8 & (3) CSS XP1 B -60 -OD Antennas on a 12' LP platform w/ (12) 7/8" external coax Proposed Configuration Elevation Carrier Antennas 97' T -Mobile (12) EMS DR65-19-02DQ Antennas on a 12' LP Platform wl (24) 7/8" internal coax 87' Verizon (6) Ante[ BXA-80063/8 & (3) CSS XP18-60-OD Antennas on a 12' LP platform w/ (12) 7/8" external coax 74' Ubiquitel (6) Decibel DB932DG65E-M Antennas on (3) 12'T -frames, w/ (6)1-1/4" external coax Note: Coax to 87' assumed to be stacked six on six and banded flush to the tower. Coax to 74' shall be banded flush to the tower in one equal row. Note: BOLD type indicates a new appurtenance. The purpose of this independent structural analysis review is to determine if the design for the existing tower, with the proposed configuration, is in conformance to the latest EIA/rIA-222-F standard requirements. AvZ & GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 2 SL02113A BOISE CALL CENTER ANALYSIS The purpose of this structural analysis review is to determine if the design for the existing tower is in conformance to the latest TIA/EIA-222-F standard requirements. RISA Tower (Version v5.0.2.0), a commercially available software program, was used to create a three-dimensional model ofthetowerand calculate member stresses for various dead, live, wind, and ice load cases. All loads were computed in accordance with the ANSI/EIA/TIA-222-F and all local building code requirements. Selected output from the TIA/EIA-222-F analysis is included in Appendix 1. The current requirements of TIA/EIA-222-F are for a fastest wind speed of 70 mph with 1/2" of radial ice. A 25% reduction in wind load is allowed when wind and ice are applied simultaneously. TIA/EIA-222-F requires towers within Ada County, Idaho be analyzed with a 70 mph wind speed. IBC requires all structures in Idaho to be analyzed with a 90 mph 3 second gust. It was determined that the calculated wind forces using the loading profile from TIA/EIA-222-F for a 70 mph sustained wind speed were found to be greater than the wind forces using the loading profile from IBC for a 90 mph 3 second gust. Therefore, the wind loading profile from TIA/EIA-222-F controls. ANALYSIS FASTEST WIND SPEED: 70 MPH The tower and foundations are assumed, for the purpose of this analysis, to have been properly fabricated, constructed, maintained, and to be in good condition with no structural defects. This is not a condition assessment of the tower and has been provided without the benefit of a GPD Associates site visit. 10 GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 3 SLO1311ALONE PEAK PARK CONCLUSIONS AND RECOMMENDATIONS Based on the computer structural analysis results, the design for the existing 100' monopole meets the requirements of TIA/EIA-222-F standards for a basic wind speed of 70 mph with Y2" of radial ice (w/ 25% wind load reduction), along with the requirements of IBC for a 90 mph 3 second gust, for the proposed antenna configuration. The foundation reactions, with the proposed loading configuration, were found to be less than the original design reactions. Therefore, it is our opinion that the design for the existing foundation will be adequate, if it was properly designed for the original tower reactions, and constructed accordingly. Summary of Findings Monopole Satisfactory Anchor Bolts Satisfactory Base Plate Satisfactory Foundation Adequate Therefore, based on our analysis results, the design for the existing structure is structurally satisfactory for the proposed loading configuration, DISCLAIMER OF WARRANTIES The engineering services rendered by GPD ASSOCIATES in connection with this Structural Analysis are limited to analyses of the tower structure, size and capacity of its members. GPD ASSOCIATES does not analyze the fabrication, including welding, except as included in this report. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD ASSOCIATES, but are beyond the scope of this report. GPD ASSOCIATES makes no warranties, expressed or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD ASSOCIATES will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD ASSOCIATES pursuant to this report will be limited to the total fee received for preparation of this report. A m& GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 4 RISATOwer Job Page1 of 4 Component SL02113A Boise Call Center Total GPD Associates Prefect Data 520 South Main Street, Suite 2531 2007293.21 07:49:06 10/02/07 Client Designed by Akron, Ohio 44311 Phone: (330) 572-2100 T -Mobile, USA CJScheks FAX' (330) 572-2102 A572-55 Base plate thickness Tower Input Data There is a pole section. This tower is designed using the TIA/EIA-222-F standard The following design criteria apply: Tower is located in Ada County, Idaho. Basic wind speed of 70 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pc£ A wind speed of 61 mph is used in combination with ice. Temperature drop of 50 OF. Deflections calculated using a wind speed of 60 mph. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Monopole Base Plate Data Base Plate Data Face Base plate is square Component Base plate is grouted Total Anchor bolt grade A615-75 Anchor bolt size 2.2500 in Number of bolts 12 Embedment length 84.0000 in f" 3 ksi Groat space 3.0000 in Base plate grade A572-55 Base plate thickness 2.7500 in Bolt circle diameter 48.0000 in Outer diameter 46.0000 in Inner diameter 32.0000 in Comer clippled 7.0000 in Base plate type Plain Plate Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CiAA Weight or Shield 7)pe Number Leg it pIr LDFS-50A (7/8 FOAM) C No Inside Pole 97.00-6.00 24 No Ice 0.00 0.33 12" Ice 0.00 10.33 LDF5-50A (7/8 FOAM) B No CaM (Out Of 87.00-6.00 2 No Ice 0.11 0.33 Face) 12" Ice 0.21 1.30 LDF5-50A (718 FOAM) B No CaAa (Out Of 87.00-6.00 10 No Ice 0.00 0.33 Face) 12" Ice 0.00 1.30 LDF6-50A(1-1/4 A No CaAa(Out Of 74.00-6.00 1 No Ice 0.16 0.66 FOAM) Fete) 1/2" fee 0.25 1.91 LDF6-50A(I-1/4 A No CaAa(Out Of 74.00-6.00 5 No Ice 0.16 0.66 FOAM) Face) 12"Ice 0.00 1.91 RISATower Jeb Page2 of 4 SLO2113A Boise Call Center 97.00 GPD Associates Project Date 520 South Main Street, Suite 2531 2007293.21 07:49:06 10/02/07 Client Designed by Akron, Ohio 44311 Phone: (330)572-2100 T -Mobile, USA CJScheks FAR.- (330) 572-2102 1750.00 (4) DR65.19-02DPQ Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CA1A CAIA Weight or Type Harz Adjustment Front Side Leg lateral Vert R F jP fe lb 12' LP Platform C None 0.0000 97.00 No Ice 25.00 25.00 1500.00 1/2" Ice 30.00 30.00 1750.00 (4) DR65.19-02DPQ A From Face 3.00 0.0000 97.00 No Ice 8.40 3.53 32.00 0.00 12" Ice 8.95 3.97 73.77 a00 (4) DR65-19-02DPQ B From Face 3.00 0.0000 9100 No Ice 8.40 3.53 32.00 0.00 12" Ice 8.95 3.97 73.77 0.00 (4) DR65-19-02DPQ C From Face 3.00 0.0000 97.00 No Ice 8.40 3.53 32.00 0.00 12" Ice 8.95 3.97 73.77 0.00 12' LP Platform C None 0.0000 87.00 No Ice 25.00 25.00 1500.00 12" Ice 30.00 30.00 1750.00_ (2)BXA-80063/8 A From Face 3.00 0.0000 87.00 No Ice 10.67 5.53 24.00 0.00 12" Ice 11.27 6.10 77.43 0.00 (2) BXA-80063/8 B From Face 3.00 0.0000 87.00 No Ice 10.67 5.53 24.00 0.00 12" Ice 11.27 6.10 77.43 0.00 (2) BXA-80063/8 C From Face 3.00 0.0000 87.00 No Ice 10.67 5.53 24.00 0.00 12" Ice 11.27 6.10 77.43 0.00 XP18-60-OD A From Face 3.00 0.0000 87.00 No Ice 3.37 1.27 10.00 0.00 12" Ice 3.70 1.65 26.40 0.00 XP18-60-0D B From Face 3.00 0.0000 87.00 No Ice 3.37 1.27 10.00 0.00 12" Ice 3.70 1.65 26.40 0.00 XP18-60-0D C From Face 3.00 0.0000 87.00 No Ice 3.37 1.27 10.00 0.00 12" Ice 3.70 1.65 26.40 0.00 Pirod IT T -Frame Sector A From Face 1.50 0.0000 74.00 No Ice 13.60 13.60 465.00 Mount(1) 0.00 1/2" Ice 18.40 18.40 600.00 0.00 Pirod 12' T -Frame Sector B From Face 1.50 0.0000 74.00 No Ice 13.60 13.60 465.00 Mourn (1) 0.00 1/2" Ice 18.40 18.40 600.00 0.00 Pirod 12' T -Forme Sector C From Face 1.50 0.0000 74.00 No Ice 13.60 13.60 465.00 Mount (1) 0.00 1/2" Ice 18.40 18.40 600.00 0.00 (2) DB932DG65E-M A From Face 3.00 0.0000 74.00 No Ice 3.49 1.84 9.50 0.00 12" Ice 3.85 2.15 28.72 0.00 (2) DB932DG65F M B From Face 3.00 0.0000 74.00 No Ice 3.49 1.84 9.50 0.00 12" Ice 3.85 2.15 28.72 0.00 (2) DB932DG65E-M C From Face 3.00 0.0000 74.00 No Ice 3.49 1.84 9.50 0.00 1/2" Ice 3.85 2.15 28.72 0.00 ( (, RISA Tower JoDPage 3 of 4 Actual SL02113A Boise Call Center Actual GPDAssociates Project Date 520 South Main Street, Suite 2531 2007293.21 07:49:06 10/02/07 Client Designed by Akron, Ohio 44311 Phone: (330) 572-2100 T -Mobile, USA CJScheks FAX (330) 572-2102 Ratio Rano Base Plate Design Data Plate Number Anchor Boll Actual Actual Actual Actual Controlling Ratio Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Balks Ratio Rano Ratio Ratio Bolt Boll Plate Stiffener Tension Compression Stress Stress in in Ib lb ksi ksi 2.7500 12 2.2500 71762.45 74471.34 27.794 Base Plate 0.67 131210.58 217809.56 41.250 0.55 0.34 0.67 Compression Checks Pole Design Data Section Elevation Size L L. Jah. F A Actual Allow. Ratio No. P Po P A ft f ksi in' lb 16 Po Ll 100-71.75(1) TP29.115x24x0.1875 28.25 0.00 0.0 38.935 16.8114 4882.21 654544.00 0.007 L2 71-75 - 35.5 (2) TP35.303x28.0610.25 40.00 0.00 0.0 39.000 27.1681 -10074.00 1059550.00 0.010 L3 35.5-0(3) TP41.23x33.9883x0.3125 40.00 0.00 0.0 39.000 40.5850 -16253.30 1582820.00 0.010 Pole Bending Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow Ratio No. M. fa. Few fs, My fey Fey jay Jt 1b -Ji ksi ksi Fe. lb ft ksi ksl Fey L2 71.75 - 35.5 (2) TP35.303x28.061x0.25 L3 35.5-0(3) TP41.2303.98830.3125 33 419433. 21.916 39.000 0.562 0.00 33 877400. 25.688 39.000 0.659 0.00 00 Pole Shear Design Data 38.935 0.000 0.000 39.000 0.000 0.000 39.000 0.000 Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. V f F, f T fs F. f 0 Ib ksi kat F„ lb ft ksi ksi F„ Ll 100-71.75(1) TP29.115x240.1875 6296.15 0.375 26.000 0.029 2.42 0.000 26.000 U.000 L2 71.75 - 35.5 (2) TP35.303x28.06lx0.25 10233.4 0.377 26.000 0.029 161.05 0.004 26.000 0.000 0 L3 35.5-0(3) TP41.2303.98830.3125 12639.0 0.311 26.000 0.024 330.56 0.005 26.000 0.000 0 ,USATower Jeb Page4 of 4 0.000 SL02113A Boise Call Center 0.000 GPD Associates Project Date 520 South Main Street, Suite 1531 2007293.21 07:49:06 10/02/07 Client Designed by Akron, Ohio 44311 Phone: (330) 572-2100 T -Mobile, USA CJScheks FAX.- (330) 572-1101 0.010 0.659 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P ffk far f A Stress Stress .il P Fe, F, F, F, Ratio Rano Ll 100-71.75(1) 0.007 0.267 0.000 0.029 0.000 0.274 �/ 1.333 Hl-3+VT� L2 71.75 - 35.5 (2) 0.010 0.562 0.000 0.029 0.000 0,572 �/ 1.333 Hl-3+VT L3 35.5-0(3) 0.010 0.659 0.000 0.024 0.000 0.669 f� 1.333 Hl-3+VT Section Capacity Table Section Elevation Component Size Critical P SF"P,,,- % Pass No. ft Type Element lb Ib Capacity Fail Ll 100-71.75 Pole TP29.115x24x0.1875 1 -4882.21 872507.12 20.6 Pass L2 71.75-35.5 Pole TP35.30308.0610.25 2 -10074.00 1412380.09 42.9 Pass L3 35.5-0 Pole TP41.23x33.9883x0.3125 3 -16253.30 2109898.97 50.2 Pass Summary Pole (1,3) 50.2 Pass Base Plate 50.5 Pass RATING= 50.5 Pass 100.0 fl O.Oft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 12'LPPMBorm w Y.P1B4 D 87 V 97 %P18�890D 87 (4)ORWl"2DPq R Plrod12'Tf2me5ecror Moue(1) 7d (4)DRJSS-I OPD 97 PIrod12'T{lgRgsactor Moml(t) 74 12LPPM . 87 Pbod12'Tf2meB rMouB(1) 74 (2) B)rA49H16318 87 (2)OB930DC55E-M 74 (2) B)(A4N108318 87 (2)DB932DCBSE-M 74 (2) BM 87 (2)D8932DGME-M 74 n e � R o L I= E N a p m n w — 3 100.0 fl O.Oft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 12'LPPMBorm w Y.P1B4 D 87 (4)DRJfi1902DPD 97 %P18�890D 87 (4)ORWl"2DPq R Plrod12'Tf2me5ecror Moue(1) 7d (4)DRJSS-I OPD 97 PIrod12'T{lgRgsactor Moml(t) 74 12LPPM . 87 Pbod12'Tf2meB rMouB(1) 74 (2) B)rA49H16318 87 (2)OB930DC55E-M 74 (2) B)(A4N108318 87 (2)DB932DCBSE-M 74 (2) BM 87 (2)D8932DGME-M 74 MATERIAL STRENGTH GRADE FY Fu GRADE F Fu A807E5 858e1 801¢1 1. Taxer is located in Ada County, Idaho. 2. Tower designed for a 70 mph basic wind in accordance with the TWEIA-222-F Standard. 3. Taxer is also designed for a 61 mph basic wind with 0.50 in Ice. 4. Deflections are based upon a 60 mph wind. 5. TOWER RATING: 50.5% AXIAL 2164916 R MOMENT Ib 717268 16 -ft TORQUE 12616-ff rph WIND- 0.5000 in ICE AXIAL 1625916 MOMENT 1 b 877403 7403 16 41 b TORQUE 331 Ib -ft REACTIONS -70 mph WIND ,,.r, GPDAssociates Job. SLO2113ABoise CagCenter -//�, 520 South Main Street, Suite 2531 P'°)ooJ 20UM-21 CPD CROUP Akron, Ohio 44311 ofenl'T-Moblie USAD,a br C'Sche cor®wre Elglydren Phone: (330) 572-2100 COQ TIAIEIA-222-F Omo: 10/01/07 Brae_ NTS FAX:330572-2102 Pab`D�re �mmzmzlx:am�®o®rm:4 on No E-1 ,'�p R i N� P i Aa T 0 C a) �I a N 0 9 i z - $ P Y' 6 76 a Y b - �Wb4ao �n �88a b'�39cg 2P€a 8- 3 08 dpi Ym 2� 41 68 4 xzyiiTi °' & �$ Etl iim 3g k° dug 0 41 L ,5y __ _a ^_i �g •�� a is a aaaa riaxa z Y � p W 0 9 i z - $ P Y' 6 76 a Y b - �Wb4ao �n �88a b'�39cg 2P€a 8- 3 08 dpi Ym 2� 41 68 4 xzyiiTi °' & �$ Etl iim 3g k° dug 0 41 L ,5y __ _a ^_i �g •�� a is a aaaa riaxa z � p W 2 iL 3 2 � O Z = m a O F O � W O Q W UO m 3 2 D _ O q V) W o p N Z W 2 in W :OLl o a O 1 J ll Q � Ui N 0 9 i z - $ P Y' 6 76 a Y b - �Wb4ao �n �88a b'�39cg 2P€a 8- 3 08 dpi Ym 2� 41 68 4 xzyiiTi °' & �$ Etl iim 3g k° dug 0 41 L ,5y __ _a ^_i �g •�� a is a aaaa riaxa V �ra. O iL a c 'C+ Y11I V 7 d x.) V �ra. O i x R Z ggggoil � W a Y� 8 I I Yi-a-ci y _ O 7Si E —" Vi O W .0 W U iCb W -.1 i x R Z ggggoil � W a I I 3 2 y O o —" Vi O W .0 W U iCb ,'Z W 2 w J D =o. V) W v N z •• c l_I I I I j � I j 1 I 1 I 1 I I I I I a a i i r7 a N _ ALRJXI� IN; r ab _ x R ggggoil a ab _ I- 1 • �F _. ... -_�3� f -1. ��g is �98�I p- -- - — ' .O rw -—N.�RAi-- iR arw mw •uw• 3' O mm= AU RB'aa o Rii r�,lxn CC NO x R I- 1 • �F _. ... -_�3� f -1. ��g is �98�I p- -- - — ' .O rw -—N.�RAi-- iR arw mw •uw• 3' O mm= AU RB'aa o Rii r�,lxn CC NO t I 2 VI O Z =O r---�vlr--- O 4 O � 911121.M. - M2« �yu MCI l I I I 911121.M. - M2« } A- a) as O d I� } A- a) as O d gelweees " 12, 01/23/2007 14:42 FAX 208 322 7307 THE SUNDANC� `JMp'NY STATEMENT OF AUTHORITY FOR SUNDANCE INVESTMENTS LIMITED PARTNERSHIP, AN IDAHO LIMITED PARTNERSHIP IM002 Pursuant to Article 5.1 of the Agreement of Limited Partnership of Sundance Investments Limited partnership, and Idaho Code Section 53-3-303, we the undersigned general partners of Sundance Investments Limited Partnership, an Idaho limited partnership (the "Partnership"), with its principal offices at 9100 Blackeagle Drive, Boise, Idaho 83709, appoint and authorize The Sundance Company, an Idaho corporation, with its principal offices at 9100 Blackeagle Drive, Boise, Idaho 83709, and all general partners, to act on behalf of the Partnership, either jointly or severally, including, but not limited to, undertaking any action involving amounts in excess of Ten Thousand Dollars ($10,000.00), and executing instruments transferring and or leasing ' real property held in the name of the Partnership. In witness whereof, we the undersigned parties have executed this Appointment of Officers and Statement of Authority on this 0�- day of August, 1999. APPOINTMENT OF OFFICERS AND STATEMENT OF AUTHORITY - 1 K og .Anderson Genual Farther Susan I. Anderson General Partner APPOINTMENT OF OFFICERS AND STATEMENT OF AUTHORITY - 1 01/20/2007 14:42 FAX 208 322 7307 THE SITNDANq -ON NY X 003 l STATE OF IDAHO ) ss. County of ADA ) On this Id- day of August, 1999, before me, the undersigned, a Notary Public in and for said State, personally appeared Roger L. Anderson and Susan I. Anderson, known or identified to me to be all of the General Partners in the partnership of SUNDANCE INVESTMENTS LIMITED PARTNERSHIP and the Partners who subscribed said partnership name on the within and foregoing instrument and acknowledged to me that they executed the same in said partnership name, IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ry .; •4; i .``'t s x Notary PubliF to of Idol Residing at e dam.• g. ",,; .,-•. •, K � - n :s Commission Expires: ^ `/ D :,ems �o� °aooax 0y y APPOINTMENT OF OFFICERS AND.STATEMENT OF AUTHORITY - 2 Planning Department CERTIFICATE OF ZONING COMPLIANCE Application Checklist n are required to contain one copy of the following unless otherwise noted: r Staff Applicant - - Description ;; Com Tete 1 & signed Administrative Review A lication Narrative fully describing the proposed use of the property, including the following: ➢ Information on any previous approvals or requirements for the requested use (i.e., applicable conditions of appmval or Develo ment Agreement) Recorded warranty deed for the subject propee e a / V / V Affidavit of Legal Interest signed & notarized by the property owner (If owner is a corporation, submit a co of the Articles of hiccuporation or other evidence to show that the = si in is an authorized a ent. t/ Scaled vicinity map showing the location of the subject property N Sanitary Service Company approval for trash enclosure & access drive stamped site plan) A photometric test report for any light fixture(s) with a maximum output of 1,800 lumens --'- ` kQ ✓ or more (see UDC 11-3A-11 Co of the recorded plat that the ro lies within 8 '/z" x 1 11 ") Address verification letter from Public Works See Tricia Bieren 898-5500 V Site Plan -4 copies (folded to S rh" x 1 I" size) The following items mus shown on the siteplan: • Date, scale, w, and ro ect name (scale not less than 1"=50' • Names lephone numbers of the developer and the person and/or fir s screened on 3 sides) ergLOURd irrigation (Prossurized irrigation can only be ub ec[ ro e ting) lode dimensions to property lines) ded (specify handicap & compact stalls) 11" size) preferred) and be on a standard d. (24"x 36" is preferred). A plan which cannot be drawn in n ik its e e drawn with appropriate match lines on two or more sheets. The f e included on the landscapeplan: • orth arrow, and ro'ect name • ddresses, and telephone numbers of the developer and the person and/or fir preparing the plan 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888.6854 • Website: www.meddiancity.otg J ACHD Acceptance: Applicant shall be responsible for meeting the requirements ofACHD as they pertain to this application. All impactfees, if any, shall be paid prior to the issuance ofa building permit. If any changes must be made to the site plan to accommodate the ACHD requirements, anew site plan shall be submitted to the City of Meridian Planning & Zoning Department for approval prior to the issuance ofa buildingpermit. Your buildingpermit will not be issued until ACHD has approved your plans and all associaled fees have been paid THIS APPLICATION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION. 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.moridiancity.org (Rev. 9121106) • Existing natural features such as canals, creeks, drains, ponds, wetlands, flood tains, high groundwater areas, and rock outcroppings. • Location, size, and species of all existing trees on site with trunks 4 inches or greater in diameter, measured 6 inches above the ground. Indicate whether the tree will be retained or removed. • A statement of how existing healthy trees proposed to be retained will be protected from damage during construction • Existing structures, planting areas, light poles, power poles, walls, fences, berms, parking and loading areas, vehicular drives, trash areas, sidewalks, pathways, sturrawater detention areas, signs, street furniture, and other man-made elements. • Existing and proposed contours for all areas steeper than 20% slope. Berms shall be shown with one -foot contours. • Sight Triangles as defined in 11-3A-5 of this ordinance. • Location and labels for all proposed plants, including trees, shrubs, and groundcovers (trees must not be planted in City water or sewer easements). Scale shown for plant materials shall reflect approximate mature size • A plant list that shows the plant symbol, quantity, botanical name, common name, minimum planting size and container, tree class (I, II, or III), and comments (for spacing, stakin , and installation as appropriate). • Planting and installation details as necessary to ensure conformance with all required standards. • Design drawing(9 of all fencing proposed for screening purposes • Calculations of project components to demonstrate compliance with the requirements of this ordinance, including: ➢ Number of street trees and lineal feet of street frontage ➢ Width of street buffers (exclusive of right-of-way) ➢ Width of parking lot perimeter landscape strip ➢ Buffer width between different land uses (if applicable) ➢ Number of parking stalls and percent of parking area with internal landscaping ➢ Total number of trees and tree species mix ➢ Mitigation for removal of existing trees, including number of caliper inches being removed l7 Reduction of the landscape plan 8 'W' x I I' h Building elevations showing constmction materials If applying for approval of a public school, provide additional information as required by h Q the Public School Facility supplemental checklist per 67-6519. Fee If this project had prior approval on a site plan, reduced fees may apply) ACHD Acceptance: Applicant shall be responsible for meeting the requirements ofACHD as they pertain to this application. All impactfees, if any, shall be paid prior to the issuance ofa building permit. If any changes must be made to the site plan to accommodate the ACHD requirements, anew site plan shall be submitted to the City of Meridian Planning & Zoning Department for approval prior to the issuance ofa buildingpermit. Your buildingpermit will not be issued until ACHD has approved your plans and all associaled fees have been paid THIS APPLICATION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION. 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.moridiancity.org (Rev. 9121106) 01/20/2007 14:42 FAX 208 122 7007 THE SUNDANCP' ')UP TIT l CONSENT OF DIRECTORS IN LIEU Or SPECIAL MEETING OF THE SUNDANCE COMPANY DJ 004 THE UNDERSIGNED, constituting all of the directors of The Sundance Company, an Idaho corporation, does hereby consent to, adopt, ratify and approve in writing the following corporate action, without a meeting, in accordance with the provisions of the Business Corporation Act of the State of Idaho: BE IT RESOLVED, that the following individuals are hereby appointed as officers of the corporation: NAME & ADDRESS Ryan L. Anderson 9100 W. Blackeagle Drive Boise, Idaho 83709 Travis L_ Anderson 9100 W_ Blackeagle Drive Boise, Idaho 83709 Christopher L. Anderson 9100 Blackeagle Drive Boise, Idaho 83709 TITLE Vice President, Administration Vice President, Leasing Vice President, Construction BE IT FURITIER RESOLVED, that the above named officers are authorized to act as agents on behalf of the corporation, including, but not limited to, the authority to act on behalf of the corporation in its capacity as, an authorized agent for Sundance Investments Limited Partnership, an Idaho limited partnership, as set forth in the Statement of Authority for Sundance Investments Limited Partnership attached hereto as Exhibit "A". CONSENT OF DIRECTORS IN LIEU OF SPECIAL MEETING OF TFM SUNDANCE COMPANY -1 01/29/2007 14:42 FAX 2Q9 322 7307 _ TUE SUNDAN� ;0�' 'NY 1 This consent is effective the 1st day of August, 1999. Susan I. Anderson Director CONSENT OF DMECTORS IN LIEU OF SPECIAL MEETING OF THE SUNDANCE COMPANY -2 IR10 0 5 AF]fIDAVIT OF LEGAL ENTEREST STATE OF IDAHO ) COUNTY OF ADA ) lnatne) (addressl U'ply') (statE) B ing tiist dul} sworn upon, Oath, depose and sry: L 'I hal I mill the usual owner ur the prop^oy da;critad oo the oitnhcii.:o i I grantury permi4,eiun m: lu';nbinit the:jVL7M1ti13m 1'n,:; Oppli C:i Llonhl pCriai Uinv,, to Ilial ptopcay. I a rse to Indemnify. def nd and hold file City of Meridian mud its cmplo;, Qui harmless Innu racy ciaim or liability resultin, from any dispute as to the stotemenls contained herein of ns: to the nraneiship of tile- property mhich ;s til-, silbjcct of the application. J. 1 hereby _rant permission to City of Meridian sluff to eater the stb'Iect property fiethe purpose of site inspections Mated to praccssine said dpplicationf ), L7- (Si7,mauir4l S(; SCRIBED AM) S WOIl N to 0ei.itre nie the CI; y IlIld MIT fir9t iIbOVC written. G-� r (Noi%iry Public Jor kh'11o) R1p Commission I. sptrc57 A rh ci. t ,IX cin Ir I '4, Iun n.it1 .. Nov.30, 2001 12:10PM No.3462 C�2WIIEN D.IAN16-- IDAHO FORM PW100 DATE: 11/30/2007 The following address has been verified by The City of Meridian Public Works Department as valid for the project listed below. Project Name: CELL TOWER Address: 2078 S. Silverstone Way Suite *. Zip Code: 83642 Lot/ Block/ Subdivision: 6/2/Silverstone Sub Notes: Miscellaneous companies are adding equipment on cement pad adjacent to existing Verizon Equipment. EACH SET OF PLANS WILL BE REQUIRED TO CLEARLY REFLECT THE CORRECT ADDRESS AND SUI'T'E NUMBER (IF APPLICABLE Kane Sl enn Department Specialist Public Works 848-5500 glenakfteridioncity org P. 1 MayorTammy de Weerd MyCouneMombem Kei hOird Joe sorton ChadesRounhee Davidbremba �k eri�icn Address �9 11 33 E. Idaho Ave. q Phone Meridian, ID 83642 �. Date d Applicant SpcQ Address �9 OBD q Phone • CASH - CHECK # (� DESCRIPTION NAME ON CHEF GZwv DIFFERENT �TNy!!CANT e. I I I I I I I I i 0 � I I I I i I I I 1 I I I IQ O 1 I ul -iff o I I PAYMENT DOES NOT INDICA A CEPTAN OF APPLICATION TAX 12087 Receive TOTgL M52 'Imvaw �m al 0 0 z w c -ri z f/1 z 0 m 0 � I i 1 I IQ O 1 ul -iff o