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Plans r; RECEIVED JAN 2 3 2009 AMERICAN TOWER 'm CITY OF TIGARD C O R P O R A T I O N BUILDING DIVISION Structural Analysis Report Structure : 95 ft LeBlanc Monopole ATC Site Name : Bonita - burnham, OR ATC Site Number : 308367 Proposed Carrier Clearwire Corporation �y�C���sl.IV? App o • • • I ' Carrier Site Name : Bonita Burnham Conditionally Approved ( ] See Letter to: Follow ( ] Carrier Site Number : OR POR441 Attach • .. Permit N i i ir4t* _ 0;1 County : Washington A By�� a ) Date: ® o Eng. Number : 42579321 Date : October 24, 2008 Usage : 37% (Pole shafts), 29% (Anchor bolts), and 48% (Base plate) Submitted by: Reviewed by: Ram Kodali, P.E. Jaime Reyes, P.E. P roject Engineer Director of Engineering ,4ED PRO F „U X54 ' American Tower Engineering Services 8505 Freeport Parkway • Suite 135 ORE ,ON Irving, TX 75063 4fq Phone: 972 - 999 -8900 4 /M R s k y ' R Expires: 12/3110g OFFICE COPY ■ fi b_,..... AMERICAN TOWER "` C O R P O R A ] I O N Structural Analysis Report Structure : 95 ft LeBlanc Monopole ATC Site Name : Bonita - burnham, OR ATC Site Number : 308367 Proposed Carrier : Clearwire Corporation Carrier Site Name : Bonita Burnham Carrier Site Number : OR- POR441 3 County : Washington Eng. Number : 42579321 Date : October 24, 2008 Usage : 37% (Pole shafts), 29% (Anchor bolts), and 48% (Base plate) Submitted by: Reviewed by: Ram Kodali, P.E. Jaime Reyes, P.E. Project Engineer Director of Engineering American Tower Engineering Services 8505 Freeport Parkway Suite 135 Irving, TX 75063 Phone: 972 - 999 -8900 r r • Eng. Number 42579321 October 24, 2008 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 95 ft LeBlanc Monopole located at Bonita- bumhan, Washington County, OR (ATC site # 308367). The tower was originally designed and manufactured by LeBlanc (Drawing # 4260763 -D1 dated December 17, 1996). Analysis The existing tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non - corroded condition. A 5% overstress is allowed in the existing structural members to account for program variances. Basic Wind Speed: 80 mph (Fastest Mile) / This is in conformance with the IBC 2006: Section 1609.1.1, Exception (4) and Section 3108.4 Radial Ice: 69.28 mph (Fastest Mile) w/ 0.5" ice Concurrent Standard/Code: T IA/EIA -222 -F / IBC 2006 / 2007 Oregon Structural Specialty Code Antenna Loads a The following antenna loads were used in the tower analysis. Existing Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 100.0 n" x I2 Panel Platform with Handrails (12)15/8 Sprint Nextel 9 96" x 12" Panel Proposed Antennas Elev. Qty Antennas Mount Coax Carrier (ft) 3 RadiowavesHP2 -23 (3) 1/2 89.0 3 NextNet BTS -2500 Clearwire Mount N/A Clearwire _ 3 Kathrein 840 10057 (6) 5/16 The existing and the proposed transmission lines were considered miming inside the pole shafts. Eng. Number 42579321 October 24, 2008 Page 2 Results The existing 95 fl LeBlanc Monopole with the existing and the proposed antennas is structurally acceptable per TIA/EIA -222 Rev F standards. The maximum structure usage is: 37% (Pole shafts), 29% (Anchor bolts), and 48% (Base plate). Additional exit and/or entry ports may be required to accommodate the running of the proposed lines to the proposed antennas. These additional ports may not be installed without installation drawings providing the location, size and welding requirements of each port To ensure compliance with all conditions of this strucival analysis, port installation drawings shall be provided by American Tower's Engineering Department under a subsequent project. Pole Reactions Original Design Current Analysis % Of Reactions Reactions Design Moment (ft -kips) 2,7310 1,002.4 36.7 Shear(kips) _ 39.0 14.7 37.7 The structure base reactions resulting from the current analysis do not or slightly (less than 5 %) exceed the ones shown on the original structural drawings or calculations. Therefore, assuming the original foundation was designed correctly, the existing foundation should be adequate to support the new reaction. Therefore, no modification to the existing foundation will be required. Conclusion The existing monopole and its foundation were found to be adequate to support the existing and proposed antennas with the transmission line distribution as described above while meeting the requirements of the code or standard as specified in this report. If you have any questions or require additional information, please call (972) 999 -8900. 0 '4 Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un- corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly dmanged from the "as newt' condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA -222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information . Pole: 308367 Code: TIA/EIA -222 Rev F Description : LeBlanc 95 Monopole Client : Clearwire Location : Bonita - burnham, OR Shape : 12 Sides Base Elev (ft): 0.00 Copyright Semaan Engineering Solutions, Inc Height: 95.00 (ft) Taper: 0.292262(in/ft) Se ctions Properties Diameter ( in) Overlap Steel 95' 0" Shaft Length Accross Flats Thick Joint Length Taper Grade (in) (in /ft) (ksi) Section (ft) Top Bottom (in) Type 1 34.500 37.55 47.64 0.375 0.000 0.292262 65 89' -0" 2 30.833 30.77 39.78 0.313 Slip Joint 66.000 0.292262 65 3 39.750 21.00 32.61 0.250 Slip Joint 55.000 0.292262 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 1 95.000 100.000 3 72" x 12" Panel 95.000 100.000 9 96" x 12" Panel 39' -9., 95.000 98.000 1 Round Platform with Handrails 1/4" Thick 89.000 89.000 3 Radiowaves HP2 -23 (65 KS I) 89.000 89.000 3 NextNet BTS -2500 89.000 89.000 3 Kathrein 840 10057 . 89.000 89.000 1 Clearwire Mount Linear Appurtenance 59' -10" , Elev (ft) Exposed From To Description To Wind 0.000 89.000 1/2" Coax No 0.000 89.000 5/16" Coax No 55" 0.000 95.000 1 5/8" Coax No 55' -3" v • 1 I Load Cases 95 No Ice 80.00 mph Wind with No Ice Ice 69.28 mph Wind with Ice 30' -10" Twist /Sway 50.00 mph Wind with No Ice 5/16" Thick (65 KSq Reactions Moment Shear Axial 34'-6" Load Case (Kip -ft) (Kips) (Kips) No Ice 1002.84 14.69 16.88 Ice 824.52 11.81 20.90 Twist /Sway 391.72 5.74 16.89 66" 29' -0" Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 34'-6" Twist /Sway 89.00 6.225 0.685 3/8" Thick (65 KS!) 0'0" v v ,* I / I I C , • r Load Case : No Ice Max Stress 36.8% at 34.5ft 1 .. -- -0- 6.35 ' 89.000- - _ } _ ._ _ ! - -_ _— _. -- ,9:25 52 85.000- -_ _ —_ 11.74' • 80.000 - - - - - - p- 13.82 • 52 • 75.000 -- - - -- - — Cr 15 57 52 70.000 17.07 52 65.000, --- -- ❑ ■ 18.37 52 59.833 0 5 ! '16.15 f . 51 C 5.000 1 1 52 • w x 15.99 j i 0 0.000- - -- - -- - -� - ---❑- as 17.70 ® ; v 5.000- -- - - - -._..- - -- ___ _o_ W 18.32 52 • 40.000 - -- �..- ❑ 18.88 -# _ - 52 34.500 • . _ ! - • 116.77. • 29.000 _ - — 1i 1 a - 52 25.000 - - . - 17:46: i 52 = -- �._ __.__.. -- 20.000 _ - - - _ __ z 0 - • 52 15.000 -- - -- - -- ❑ 1 52 10.000- -- - - - - -! __- -_ - ____ -❑. 18`31`r 5.000 ! 18:55 1 51 f 0.000 -.- 2.90 7.90 12.90 17.90 22.90 27.90 32.90 37.90 42.90 47.99 50 12.90 Stresses (ksi) • Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semsan Engineering Solutions, Inc Y 10/24/2008 8:39:47 A Location : Bonita- bumham, OR . Height: 95.00 (ft) Page: 1 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / x Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) z/ Shaft Section Properties Slip Bottom Top Sect Length Thick Fv Joint Joint Weiaht Dia Elev Area Ix W/t D/t Dia Elev Area lx W/t D/t TaDer Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (inA4) Ratio Ratio (in) (ft) (sqin) (inA4) Ratio Ratio ( in/ft) 1 34.500 0.3750 65 0.00 5,985 47.64 0.000 57.07 16273.8 31.90 127.0 37.55 34.50 44.90 7922.6 24.69 100.15 0.29226 2 30.833 0.3125 65 Slip Joint 66.00 3,692 39.78 29.00 39.72 7901.6 31.97 127.3 30.77 59.83 30.66 3631.8 24.25 98.49 0.29226 3 39.750 0.2500 65 Slip Joint 55.00 2,892 32.61 55.25 26.06 3484.3 32.82 130.4 21.00 95.00 16.70 918.0 20.36 84.00 0.29226 Shaft Weight 12.569 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 95.00 72" x 12" Panel 3 45.00 8.400 0.78 92.28 9.230 0.78 0.000 5.000 95.00 96" x 12" Panel 9 45.00 11.470 0.80 107.00 12.550 0.80 0.000 5.000 95.00 Round Platform with Handrails 1 2000.00 27.200 1.00 3000.00 34.200 1.00 0.000 3.000 89.00 Radiowaves HP2 -23 3 90.00 3.960 1.00 128.00 4.300 1.00 0.000 0.000 89.00 NextNet BTS -2500 3 35.00 2.120 0.75 46.00 2.380 0.75 0.000 0.000 89.00 Kathrein 840 10057 3 15.00 2.490 0.77 26.00 2.890 0.77 0.000 0.000 89.00 Clearwire Mount 1 350.00 8.500 1.00 450.00 10.500 1.00 0.000 0.000 Totals 23 3310.00 5289.84 Number of Loadings : 7 Linear Appurtenance Properties Elev Elev - No Ice Ice From To Weight CaAa Weight CaAa Exposed (ft) (ft) Description (lb/ft) (soft) (lb/ft) (soft) To Wind 0.00 95.00 (12) 1 518" Coax 10.00 0.00 0.00 0.00 N 0.00 89.00 (3) 1/2" Coax 0.45 0.00 0.00 0.00 N 0.00 89.00 (6) 5/16" Coax 0.24 0.00 0.00 0.00 N Total Weight 1,011.41 (Ib) 0.00 (Ib) 1 Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Y 10/24/2008 8:39:47 A Location : Bonita- bumham, OR Height: 95.00 (ft) Page: 2 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / x Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) � / Segment Properties (Max Len : 5ft) Seq Top Flat Elev Thick Dia Area Ix Wit D/t Fy Fb Weight (ft) Description (in) (in) (in ^2) (in ^4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.3750 47.640 57.072 16,273.8 31.90 127.04 65 50 0.0 5.00 0.3750 46.179 55.308 14,810.6 30.85 123.14 65 51 956.0 10.00 0.3750 44.717 53.543 13.437.8 29.81 119.25 65 52 926.0 15.00 0.3750 43.256 51.779 12.152.5 28.76 115.35 65 52 896.0 20.00 0.3750 41.795 50.014 10.952.0 27.72 111.45 65 52 865.9 25.00 0.3750 40.333 48.250 9,833.2 26.68 107.56 65 52 835.9 29.00 Bot- Section2 0.3750 39.164 46.838 8,995.2 25.84 104.44 65 52 647.1 30.00 0.3750 38.872 46.485 8,793.4 25.63 103.66 65 52 293.4 34.50 Top - Section 1 0.3125 38.182 38.106 6.975.2 30.59 122.18 65 51 1,293.3 35.00 0.3125 38.036 37.959 6.894.7 30.47 121.71 65 52 64.7 40.00 0.3125 36.574 36.489 6,124.1 29.22 117.04 65 52 633.3 45.00 0.3125 35.113 35.018 5.413.2 27.96 112.36 65 52 608.3 50.00 0.3125 33.652 33.548 4,759.5 26.71 107.69 65 52 583.3 55.00 0.3125 32.190 32.077 4,160.7 25.46 103.01 65 52 558.3 55.25 Bot - Section 3 0.3125 32.118 32.004 4,132.2 25.40 102.78 65 52 27.2 59.83 Top - Section 2 0.2500 31.278 24.978 3,069.3 31.38 125.11 65 51 886.6 60.00 0.2500 31.229 24.938 3.054.9 31.33 124.92 65 51 14.2 65.00 0.2500 29.768 23.762 2,642.6 29.76 119.07 65 52 414.3 70.00 0.2500 28.307 22.586 2,269.3 28.20 113.23 65 52 394.3 75.00 0.2500 26.845 21.409 1.932.8 26.63 107.38 65 52 374.3 80.00 0.2500 25.384 20.233 1.631.4 25.06 101.54 65 52 354.2 - 85.00 0.2500 23.923 19.056 1.363.1 23.50 95.69 65 52 334.2 89.00 0.2500 22.754 18.115 1.170.9 22.24 91.01 65 52 253.0 an.nn n.25nn 22.481 17_11R9 1.125.9 21.93 119 R5 R5 52 61.2 95.00 0.2500 21.000 16/04 918.0 20.36 84.00 65 52 294.2 12,569.3 • Copyright Semaan Engineering Solutions, Inc Pole : 308367 Code: TIA/EIA -222 Rev F Y . • Location : Bonita - bumham. OR 10/24/2008 8:39:47 C Height : 95.00 (ft) Page: 3 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / ){ Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: No Ice 80.00 mph Wind with No Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph-ft) Cf (In) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 0.00 1.00 16.384 27.68 317.59 1.030 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 16.384 27.68 307.85 1.030 0.00 5.00 19.546 20.13 557.4 0.0 956.0 10.00 0.00 1.00 16.384 27.68 298.11 1.030 0.00 5.00 18.937 19.50 540.1 0.0 926.0 15.00 0.00 1.00 16.384 27.68 288.37 1.030 0.00 5.00 18.328 18.88 522.7 0.0 896.0 20.00 0.00 1.00 16.384 27.68 278.63 1.030 0.00 5.00 17.719 18.25 505.3 0.0 865.9 25.00 0.00 1.00 16.384 27.68 268.88 1.030 0.00 5.00 17.110 17.62 488.0 0.0 835.9 29.00 Bot - Section 2 0.00 1.00 16.384 27.68 261.09 1.030 0.00 4.00 13.250 13.65 377.9 0.0 647.1 30.00 0.00 1.00 16.384 27.68 259.14 1.030 0.00 1.00 3.304 3.40 94.2 0.0 293.4 34.50 Top - Section 1 0.00 1.01 16.593 28.04 251.97 1.030 0.00 4.50 14.565 15.00 420.7 0.0 1,293.3 35.00 0.00 1.01 16.662 28.15 255.71 1.030 0.00 0.50 1.588 1.64 46.1 0.0 64.7 40.00 0.00 1.05 17.310 29.25 250.62 1.030 0.00 5.00 15.544 16.01 468.4 0.0 633.3 45.00 0.00 1.09 17.902 30.25 244.69 1.030 0.00 5.00 14.935 15.38 465.4 0.0 608.3 50.00 0.00 1.12 18.449 31.17 238.06 1.030 0.00 5.00 14.326 14.76 460.1 0.0 583.3 - 55.00 0.00 1.15 18.959 32.04 230.84 1.030 0.00 5.00 13.717 14.13 452.7 0.0 558.3 55.25 Bot- Section 3 0.00 1.15 18.983 32.08 230.47 1.030 0.00 0.25 0.669 0.69 22.1 0.0 27.2 59. R3 Ton - Spetinn 2 11 (111 1.1R 19.4211 32_R2 223.36 1_03n 0.110 4.5R 12.2112 12.57 412_.5 11.0 RRR_R 60.00 0.00 1.18 19.436 32.84 226.75 1.030 0.00 0.17 0.435 0.45 14.7 0.0 14.2 - 65.00 0.00 1.21 19.885 33.60 218.63 1.030 0.00 5.00 12.708 13.09 439.9 0.0 414.3 70.00 0.00 1.24 20.311 34.32 210.11 1.030 0.00 5.00 12.099 12.46 427.8 0.0 394.3 75.00 0.00 1.26 20.715 35.00 201.23 1.030 0.00 5.00 11.490 11.83 414.3 0.0 374.3 80.00 0.00 1.28 21.101 35.66 192.04 1.030 0.00 5.00 10.881 11.21 399.7 0.0 354.2 85.00 0.00 1.31 21.469 36.28 182.56 1.030 0.00 5.00 10.272 10.58 383.9 0.0 334.2 89.00 ADDertunance(s) 0.00 1.32 21.753 36.76 174.78 1.030 0.00 4.00 7.779 8.01 294.6 0.0 253.0 90.00 0.00 1.33 21.823 36.88 172.81 1.030 0.00 1.00 1.884 1.94 71.6 0.0 61.2 95.00 Appertunance(s) 0.00 1.35 22.163 37.45 162.82 1.030 0.00 5.00 9.054 9.33 349.3 0.0 294.2 Totals: 95.00 8,629.1 0.0 12,569.3 • Pole : 308367 Code: TIA/EIA -222 Rev F Copyrigh! Semaan Engineer,ngSolulions, Inc 10/24/2008 8:39:48 £ . Location : Bonita- bumham, OR Height : 95.00 (ft) Page: 4 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / X Taper : 0.292262 (in /ft) Base Elev : 0.000 (ft) z/ Load Case: No Ice 80.00 mph Wind with No Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Eoc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 89.00 Radiowaves HP2 -23 3 21.753 36.763 1.00 11.88 0.000 0.000 436.75 0.00 0.00 270.00 89.00 NextNet BTS -2500 3 21.753 36.763 0.75 4.77 0.000 0.000 175.36 0.00 0.00 105.00 89.00 Kathrein 840 10057 3 21.753 36.763 0.77 5.75 0.000 0.000 211.46 0.00 0.00 45.00 89.00 Clearwire Mount 1 21.753 36.763 1.00 8.50 0.000 0.000 312.49 0.00 0.00 350.00 95.00 72" x 12" Panel 3 22.490 38.008 0.78 19.66 0.000 5.000 747.08 0.00 3,735.42 135.00 95.00 96" x 12" Panel 9 22.490 38.008 0.80 82.58 0.000 5.000 3,138.85 0.00 15,694.2 405.00 95.00 Round Platform with 1 22.360 37.789 1.00 27.20 0.000 3.000 1,027.86 0.00 3.083.58 2,000.00 6,049.85 3,310.00 • Pole : 308367 Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc • Y 10/24/2008 8:39:48 A Location : Bonita- bumham, OR Height: 95.00 (ft) Page: 5 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / x Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: No Ice 80.00 mph Wind with No Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb-ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 557.43 1.009.46 0.00 0.00 10.00 540.07 979.44 0.00 0.00 15.00 522.70 949.42 0.00 0.00 20.00 505.34 919.40 0.00 0.00 25.00 487.97 889.38 0.00 0.00 29.00 377.87 689.89 0.00 0.00 30.00 94.22 304.14 0.00 0.00 34.50 420.69 1.341.38 0.00 0.00 35.00 46.05 70.05 0.00 0.00 40.00 468.35 686.77 0.00 0.00 45.00 465.41 661.75 0.00 0.00 50.00 460.07 636.74 0.00 0.00 55.00 452.68 611.72 0.00 0.00 55.25 22.10 29.88 0.00 0.00 59.83 412.50 935.58 0.00 0.00 60.00 14.72 15.98 0.00 0.00 65.00 439.87 467.74 0.00 0.00 70.00 427.76 447.72 0.00 0.00 75.00 414.32 427.71 0.00 0.00 80.00 399.66 407.70 0.00 0.00 85.00 383.89 387.68 0.00 0.00 89.00 1.430.63 1.065.73 0.00 0.00 90.00 71.57 71.24 0.00 0.00 95.00 5,263.10 2,884.20 0.00 22.513.23 Totals: 14,678.97 16,890.69 0.00 22,513.23 • • • Pole : 308367 Code: TIA/EIA 222 Rev F Copyright Semaan Engineering Solutions, Inc Y 10/24/2008 8:39:48 Location : Bonita bumham, OR Height : 95.00 (ft) Page: 6 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / X Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: No Ice 80.00 mph Wind with No Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft - kips) (ft-kips) (ft -kips) (in) (in) (in) (deg) 0.00 - 14.691 - 16.879 0.000 0.000 0.000 - 1.002.841 0.000 0.000 0.000 0.000 5.00 - 14.157 - 15.849 0.000 0.000 0.000 - 929.384 - 0.046 0.000 0.046 - 0.084 10.00 - 13.637 - 14.851 0.000 0.000 0.000 - 858.601 -0.181 0.000 0.181 -0.170 15.00 - 13.132 - 13.883 0.000 0.000 0.000 - 790.416 -0.407 0.000 0.407 -0.258 20.00 - 12.642 - 12.947 0.000 0.000 0.000 - 724.756 -0.725 0.000 0.725 -0.346 25.00 - 12.165 - 12.043 0.000 0.000 0.000 -661.547 -1.136 0.000 1.136 -0.436 29.00 - 11.791 - 11.347 0.000 0.000 0.000 - 612.886 -1.534 0.000 1.534 -0.510 30.00 - 11.704 - 11.033 0.000 0.000 0.000 - 601.095 -1.643 0.000 1.643 -0.529 34.50 - 11.278 -9.687 0.000 0.000 0.000 - 548.429 -2.182 0.000 2.182 -0.613 35.00 - 11.241 -9.606 0.000 0.000 0.000 -542.790 -2.247 0.000 2.247 -0.623 40.00 - 10.781 4.905 0.000 0.000 0.000 - 486.587 -2.957 0.000 2.957 -0.729 45.00 - 10.322 -8.230 0.000 0.000 0.000 - 432.683 -3.779 0.000 3.779 -0.836 50.00 -9.866 -7.582 0.000 0.000 0.000 - 381.075 -4.712 0.000 4.712 -0.943 - 55.00 -9.409 -6.969 0.000 0.000 0.000 - 331.745 -5.758 0.000 5.758 -1.049 55.25 -9.393 -6.931 0.000 0.000 0.000 - 329.397 - 5.813 0.000 5.813 - 1.055 59.83 - 8.968 - 5.996 0.000 0.000 0.000 - 286.345 - 6.874 0.000 6.874 - 1.152 60.00 -8.960 -5.970 0.000 0.000 0.000 - 284.846 -6.914 0.000 6.914 -1.156 - 65.00 -8.521 -5.494 0.000 0.000 0.000 - 240.049 4.192 0.000 8.192 -1.278 70.00 -8.094 -5.040 0.000 0.000 0.000 - 197.441 -9.595 0.000 9.595 -1.396 75.00 -7.677 -4.609 0.000 0.000 0.000 - 156.974 - 11.118 0.000 11.118 -1.507 80.00 -7.273 -4.200 0.000 0.000 0.000 - 118.589 - 12.753 0.000 12.753 -1.608 85.00 -6.883 -3.815 0.000 0.000 0.000 -82.222 - 14.487 0.000 14.487 -1.696 89.00 -5.423 -2.790 0.000 .0.000 0.000 - 54.689 - 15.934 0.000 15.934 -1.753 90.00 -5.351 -2.718 0.000 0.000 0.000 - 49.266 - 16.302 0.000 16.302 -1.765 95.00 -5.263 0.000 0.000 0.000 0.000 - 22.513 - 18.179 0.000 18.179 -1.811 Pole : 308367 Code: TIA/EIA 222 Rev F Copyright Semaan Engineering Solutions, Inc Y 10/24/20088:39:48 Location : Bonita - burnham, OR Height : 95.00 (ft) Page: 7 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / x Taper : 0.292262 (infft) Base Elev : 0.000 (ft) z/ Load Case: No Ice 80.00 mph Wind with No Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.30 0.52 0.00 0.00 0.00 18.24 18.55 50.4 0.0 0.368 5.00 0.29 0.52 0.00 0.00 0.00 18.00 18.31 51.2 0.0 0.358 10.00 0.28 0.52 0.00 0.00 0.00 17.75 18.05 52.0 0.0 0.347 15.00 0.27 0.52 0.00 0.00 0.00 17.48 17.77 52.0 0.0 0.342 20.00 0.26 0.51 0.00 0.00 0.00 17.18 17.46 52.0 0.0 0.336 25.00 0.25 0.51 0.00 0.00 0.00 16.86 17.13 52.0 0.0 0.329 29.00 0.24 0.51 0.00 0.00 0.00 16.58 16.84 52.0 0.0 0.324 30.00 0.24 0.51 0.00 0.00 0.00 16.51 16.77 52.0 0.0 0.322 34.50 0.25 0.60 0.00 0.00 0.00 18.65 18.93 51.4 0.0 0.368 35.00 0.25 0.60 0.00 0.00 0.00 18.60 18.88 51.5 0.0 0.367 40.00 0.24 0.60 0.00 0.00 0.00 18.05 18.32 52.0 0.0 0.352 45.00 0.24 0.60 0.00 0.00 0.00 17.43 17.70 52.0 0.0 0.340 50.00 0.23 0.60 0.00 0.00 0.00 16.74 16.99 52.0 0.0 0.327 55.00 0.22 0.60 0.00 0.00 0.00 15.94 16.19 52.0 0.0 0.311 55.25 0.22 0.60 0.00 0.00 0.00 15.90 16.15 52.0 0.0 0.311 59.83 0.24 0.73 0.00 0.00 0.00 18.13 18.41 50.8 0.0 0.362 60.00 0.24 0.73 0.00 0.00 0.00 18.09 18.37 50.8 0.0 0.361 65.00 0.23 0.73 0.00 0.00 0.00 16.80 17.07 52.0 0.0 0.328 70.00 0.22 0.73 0.00 0.00 0.00 15.30 15.57 52.0 0.0 0.300 75.00 0.22 0.73 0.00 0.00 0.00 13.54 13.82 52.0 0.0 0.266 80.00 0.21 0.73 0.00 0.00 0.00 11.46 11.74 52.0 0.0 0.226 85.00 0.20 0.73 0.00 0.00 0.00 8.96 9.25 52.0 0.0 0.178 89.00 0.15 0.61 0.00 0.00 0.00 6.60 6.84 52.0 0.0 0.131 90.00 0.15 0.61 0.00 0.00 0.00 6.11 6.35 52.0 0.0 0.122 95.00 0.00 0.64 0.00 0.00 0.00 3.20 3.39 52.0 0.0 0.065 • Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc . • Location : Bonita- bumham, OR 10/24/2008 8:39:48 C Height : 95.00 (ft) Page: 8 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / x Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: Ice 69.28 mph Wind with Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor: 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 0.00 1.00 12.287 20.76 275.04 1.030 0.50 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 12.287 20.76 266.60 1.030 0.50 5.00 19.962 20.56 427.0 146.1 1.102.1 10.00 0.00 1.00 12.287 20.76 258.16 1.030 0.50 5.00 19.353 19.93 413.9 141.6 1.067.5 15.00 0.00 1.00 12.287 20.76 249.73 1.030 0.50 5.00 18.744 19.31 400.9 137.0 1.032.9 20.00 0.00 1.00 12.287 20.76 241.29 1.030 0.50 5.00 18.136 18.68 387.9 132.4 998.4 25.00 0.00 1.00 12.287 20.76 232.85 1.030 0.50 5.00 17.527 18.05 374.9 127.8 963.8 29.00 Bot - Section 2 0.00 1.00 12.287 20.76 226.10 1.030 0.50 4.00 13.583 13.99 290.5 99.3 746.5 30.00 0.00 1.00 12.287 20.76 224.42 1.030 0.50 1.00 3.387 3.49 72.4 25.0 318.5 34.50 Top - Section 1 0.00 1.01 12.444 21.03 218.21 1.030 0.50 4.50 14.940 15.39 323.6 109.0 1,402.3 35.00 0.00 1.01 12.496 21.11 221.44 1.030 0.50 0.50 1.630 1.68 35.4 12.1 76.8 40.00 0.00 1.05 12.982 21.93 217.04 1.030 0.50 5.00 15.960 16.44 360.7 116.1 749.4 45.00 0.00 1.09 13.426 22.69 211.90 1.030 0.50 5.00 15.352 15.81 358.8 111.5 719.8 50.00 0.00 1.12 13.836 23.38 206.16 1.030 0.50 5.00 14.743 15.18 355.1 106.9 690.2 - 55.00 0.00 1.15 14.218 24.02 199.91 1.030 0.50 5.00 14.134 14.56 349.8 102.3 660.6 55.25 Bot - Section 3 0.00 1.15 14.236 24.06 199.59 1.030 0.50 0.25 0.690 0.71 17.1 5.1 32.3 59_R3 Tnn - Spntinn 2 OR 1.1R 14.5( d 24_R1 193.45 1.(13(1 n 5 4_5R 12.564 12.98 319_(1 91 - 2 977_R 60.00 0.00 1.18 14.576 24.63 196.37 1.030 0.50 0.17 0.449 0.46 11 -4 3.3 17 -5 65.00 0.00 1.21 14.913 25.20 189.33 1.030 0.50 5.00 13.124 13.52 340.7 94.8 509.0 70.00 0.00 1.24 15.232 25.74 181.95 1.030 0.50 5.00 12.516 12.89 331.8 90.2 484.5 75.00 0.00 1.26 15.536 26.25 174.27 1.030 0.50 5.00 11.907 12.26 322.0 85.6 459.9 80.00 0.00 1.28 15.825 26.74 166.31 1.030 0.50 5.00 11.298 11.64 311.2 81.0 435.3 85.00 0.00 1.31 16.101 27.21 158.10 1.030 0.50 5.00 10.689 11.01 299.6 76.5 410.7 89.00 ADpertunance(s) 0.00 1.32 16.314 27.57 151.36 1.030 0.50 4.00 8.113 8.36 230.4 58.2 311.2 90.00 0.00 1.33 16.366 27.65 149.66 1.030 0.50 1.00 1.967 2.03 56.0 14.4 75.6 95.00 Appertunance(s) 0.00 1.35 16.621 28.09 141.00 1.030 0.50 5.00 9.471 9.76 274.0 67.3 361.5 Totals: 95.00 6,664.2 2,034.7 14,604.0 • Pole : 308 367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : Bonita - bumham, OR 10/24/2008 8:39:48 A Height : 95.00 (ft) Page: 9 Shape : 12 Sides Base Dia : 47.64 (in) • Top Dia : 21.00 (in) / X Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa GaAs Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb -ft) (lb -ft) (lb) 89.00 Radiowaves HP2 -23 3 16.314 27.571 1.00 12.90 0.000 0.000 355.66 0.00 0.00 384.00 89.00 NextNet BTS -2500 3 16.314 27.571 0.75 5.36 0.000 0.000 147.64 0.00 0.00 138.00 89.00 Kathrein 840 10057 3 16.314 27.571 0.77 6.68 0.000 0.000 184.06 0.00 0.00 78.00 89.00 Clearwire Mount 1 16.314 27.571 1.00 10.50 0.000 0.000 289.49 0.00 0.00 450.00 95.00 72" x 12" Panel 3 16.866 28.504 0.78 21.60 0.000 5.000 615.64 0.00 3,078.20 276.84 95.00 96" x 12" Panel 9 16.866 28.504 0.80 90.36 0.000 5.000 2,575.65 0.00 12,878.2 963.00 95.00 Round Platform with 1 16.769 28.340 1.00 34.20 0.000 3.000 969.24 0.00 2.907.71 3.000.00 5,137.38 5,289.84 Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Y . Location : Bonita - burnham, OR 10/24/2008 8:39:48 A Height : 95.00 (ft) Page: 10 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / }( Taper : 0.292262 (inf t) Base Elev : 0.000 (ft) zf Load Case: Ice 69.28 mph Wind with Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb-ft) (lb ft) 0.00 0.00 0.00 0.00 0.00 5.00 426.96 1,155.59 0.00 0.00 10.00 413.94 1.121.00 0.00 0.00 15.00 400.91 1.086.40 0.00 0.00 20.00 387.89 1,051.80 0.00 0.00 25.00 374.87 1.017.21 0.00 0.00 29.00 290.52 789.22 0.00 0.00 30.00 72.44 329.18 0.00 0.00 34.50 323.62 1.450.37 0.00 0.00 35.00 35.44 82.12 0.00 0.00 40.00 360.66 802.83 0.00 0.00 45.00 358.77 773.24 0.00 0.00 50.00 355.07 743.65 0.00 0.00 55.00 349.80 714.06 0.00 0.00 55.25 17.09 34.97 0.00 0.00 59.83 319.04 1.026.77 0.00 0.00 60.00 11.40 19.30 0.00 0.00 65.00 340.70 562.49 0.00 0.00 70.00 331.85 537.91 0.00 0.00 75.00 321.99 513.32 0.00 0.00 80.00 311.21 488.73 0.00 0.00 85.00 299.58 464.14 0.00 0.00 89.00 1.207.24 1.403.97 0.00 0.00 90.00 56.05 85.62 0.00 0.00 95.00 4,434.54 4,651.35 0.00 18,864.14 Totals: 11,801.58 20,905.23 0.00 18,864.14 • Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Y 10/24/2008 8:39:48 • Location : Bonita - Burnham, OR Height : 95.00 (ft) Page: 11 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) Z/ x Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 • Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) 0.00 - 11.814 - 20.898 0.000 0.000 0.000 - 824.522 0.000 0.000 0.000 0.000 5.00 - 11.411 - 19.729 0.000 0.000 0.000 - 765.451 -0.038 0.000 0.038 -0.069 10.00 - 11.018 - 18.595 0.000 0.000 0.000 - 708.398 -0.149 0.000 0.149 -0.140 15.00 - 10.636 - 17.496 0.000 0.000 0.000 - 653.309 -0.335 0.000 0.335 -0.212 20.00 - 10.265 - 16.433 0.000 0.000 0.000 - 600.129 -0.597 0.000 0.597 -0.286 25.00 -9.902 - 15.406 0.000 0.000 0.000 - 548.806 -0.937 0.000 0.937 -0.360 29.00 -9.616 - 14.612 0.000 0.000 0.000 - 509.197 -1.265 0.000 1.265 -0.422 30.00 -9.552 - 14.276 0.000 0.000 0.000 - 499.581 -1.355 0.000 1.355 -0.437 34.50 -9.225 - 12.823 0.000 0.000 0.000 - 456.598 -1.802 0.000 1.802 -0.507 35.00 -9.200 - 12.733 0.000 0.000 0.000 -451.985 -1.855 0.000 1.855 -0.515 40.00 -8.850 - 11.920 0.000 0.000 0.000 - 405.987 -2.443 0.000 2.443 -0.604 45.00 -8.500 - 11.138 0.000 0.000 0.000 - 361.738 -3.124 0.000 3.124 -0.693 50.00 -8.151 - 10.386 0.000 0.000 0.000 - 319.240 -3.898 0.000 3.898 -0.782 55.00 -7.799 -9.671 0.000 0.000 0.000 - 278.484 -4.766 0.000 4.766 -0.872 55.25 -7.789 -9.630 0.000 0.000 0.000 - 276.537 -4.812 0.000 4.812 -0.876 59.83 -7.460 -8.603 0.000 0.000 0.000 - 240.839 -5.695 0.000 5.695 -0.958 60.00 -7.456 -8.577 0.000 0.000 0.000 - 239.593 -5.728 0.000 5.728 -0.961 65.00 -7.120 -8.008 0.000 0.000 0.000 - 202.313 -6.791 0.000 6.791 -1.064 70.00 -6.790 -7.465 0.000 0.000 0.000 - 166.715 -7.960 0.000 7.960 -1.163 75.00 - 6.468 -6.948 0.000 0.000 0.000 - 132.765 -9.231 0.000 9.231 -1.257 80.00 - 6.155 -6.458 0.000 0.000 0.000 - 100.425 - 10.596 0.000 10.596 -1.343 85.00 -5.851 -5.995 0.000 0.000 0.000 - 69.650 - 12.045 0.000 12.045 -1.417 89.00 -4.611 -4.620 0.000 0.000 0.000 -46.248 - 13.254 0.000 13.254 -1.466 90.00 -4.555 -4.534 0.000 0.000 0.000 -41.637 - 13.563 0.000 13.563 -1.476 95.00 -4.434 0.000 0.000 0.000 0.000 - 18.864 - 15.132 0.000 15.132 -1.515 • Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Y 10/24/2008 8:39:48 < • Location : Bonita - Burnham, OR Height : 95.00 (ft) Page: 12 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) 7 X Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 17 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.37 0.42 0.00 0.00 0.00 14.99 15.38 50.4 0.0 0.305 5.00 0.36 0.42 0.00 0.00 0.00 14.82 15.20 51.2 0.0 0.297 10.00 0.35 0.42 0.00 0.00 0.00 14.64 15.01 52.0 0.0 0.289 15.00 0.34 0.42 0.00 0.00 0.00 14.44 14.80 52.0 0.0 0.285 20.00 0.33 0.42 0.00 0.00 0.00 14.23 14.57 52.0 0.0 0.280 25.00 0.32 0.42 0.00 0.00 0.00 13.98 14.32 52.0 0.0 0.275 29.00 0.31 0.42 0.00 0.00 0.00 13.77 14.10 52.0 0.0 0.271 30.00 0.31 0.42 0.00 0.00 0.00 13.72 14.04 52.0 0.0 0.270 34.50 0.34 0.49 0.00 0.00 0.00 15.53 15.88 51.4 0.0 0.309 35.00 0.34 0.49 0.00 0.00 0.00 15.49 15.85 51.5 0.0 0.308 40.00 0.33 0.49 0.00 0.00 0.00 15.06 15.41 52.0 0.0 0.296 45.00 0.32 0.49 0.00 0.00 0.00 14.58 14.92 52.0 0.0 0.287 50.00 0.31 0.49 0.00 0.00 0.00 14.02 14.36 52.0 0.0 0.278 . 55.00 0.30 0.49 0.00 0.00 0.00 13.38 13.71 52.0 0.0 0.264 55.25 0.30 0.49 0.00 0.00 0.00 13.35 13.68 52.0 0.0 0.263 59.83 0.34 0.61 0.00 0.00 0.00 15.25 15.62 50.8 0.0 0.308 60.00 0.34 0.61 0.00 0.00 0.00 15.21 15.59 50.8 0.0 0.307 65.00 0.34 0.61 0.00 0.00 0.00 14.16 14.53 52.0 0.0 0.279 70.00 0.33 0.61 0.00 0.00 0.00 12.92 13.29 52.0 0.0 0.256 75.00 0.32 0.61 0.00 0.00 0.00 11.45 11.83 52.0 0.0 0.227 80.00 0.32 0.62 0.00 0.00 0.00 9.71 10.08 52.0 0.0 0.194 85.00 0.31 0.62 0.00 0.00 0.00 7.59 7.98 52.0 0.0 0.153 89.00 0.26 0.52 0.00 0.00 0.00 5.58 5.91 52.0 0.0 0.114 90.00 0.25 0.52 0.00 0.00 0.00 5.16 5.49 52.0 0.0 0.108 95.00 0.00 0.54 0.00 0.00 0.00 2.68 2.84 52.0 0.0 0.055 • • • Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Y 10/24/2008 8:39:48 A . • Location : Bonita- bumham, OR Page: 13 Height : 95.00 (ft) Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / x Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) zj' Load Case: Twist/Sway 50.00 mph Wind with No Ice 16 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph ft) Cf (In) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 0.00 1.00 6.400 10.81 198.50 1.030 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 6.400 10.81 192.41 1.030 0.00 5.00 19.546 20.13 217.7 0.0 956.0 10.00 0.00 1.00 6.400 10.81 186.32 1.030 0.00 5.00 18.937 19.50 211.0 0.0 926.0 15.00 0.00 1.00 6.400 10.81 180.23 1.030 0.00 5.00 18.328 18.88 204.2 0.0 896.0 20.00 0.00 1.00 6.400 10.81 174.14 1.030 0.00 5.00 17.719 18.25 197.4 0.0 865.9 25.00 0.00 1.00 6.400 10.81 168.05 1.030 0.00 5.00 17.110 17.62 190.6 0.0 835.9 29.00 Bot - Section 2 0.00 1.00 6.400 10.81 163.18 1.030 0.00 4.00 13.250 13.65 147.6 0.0 647.1 30.00 0.00 1.00 6.400 10.81 161.96 1.030 0.00 1.00 3.304 3.40 36.8 0.0 293.4 34.50 Top - Section 1 0.00 1.01 6.482 10.95 157.48 1.030 0.00 4.50 14.565 15.00 164.3 0.0 1.293.3 35.00 0.00 1.01 6.509 10.99 159.82 1.030 0.00 0.50 1.588 1.64 18.0 0.0 64.7 40.00 0.00 1.05 6.762 11.42 156.63 1.030 0.00 5.00 15.544 16.01 182.9 0.0 633.3 45.00 0.00 1.09 6.993 11.81 152.93 1.030 0.00 5.00 14.935 15.38 181.8 0.0 608.3 50.00 0.00 1.12 7.207 12.17 148.79 1.030 0.00 5.00 14.326 14.76 179.7 0.0 583.3 - 55.00 0.00 1.15 7.406 12.51 144.28 1.030 0.00 5.00 13.717 14.13 176.8 0.0 558.3 55.25 Bot - Section 3 0.00 1.15 7.415 12.53 144.04 1.030 0.00 0.25 0.669 0.69 8.6 0.0 27.2 59 - R3 Ton - Spi tinn 2 9 9 1.1R 7 - 5RR 12.R2 139.82 1. 939 n - nn 4_ 5R 12.292 12. 161.1 n 1155 60.00 0.00 1.18 7.592 12.83 141.72 1.030 0.00 0.17 0.435 0.45 5.8 0.0 14.2 65.00 0.00 1.21 7.768 13.12 136.64 1.030 0.00 5.00 12.708 13.09 171.8 0.0 414.3 70.00 0.00 1.24 7.934 13.40 131.32 1.030 0.00 5.00 12.099 12.46 167.1 0.0 394.3 75.00 0.00 1.26 8.092 13.67 125.77 1.030 0.00 5.00 11.490 11.83 161.8 0.0 374.3 80.00 0.00 1.28 8.242 13.93 120.02 1.030 0.00 5.00 10.881 11.21 156.1 0.0 354.2 85.00 0.00 1.31 8.387 14.17 114.10 1.030 0.00 5.00 10.272 10.58 150.0 0.0 334.2 89.00 ADDertunance(s1 0.00 1.32 8.497 14.36 109.24 1.030 0.00 4.00 7.779 8.01 115.1 0.0 253.0 90.00 0.00 1.33 8.525 14.40 108.01 1.030 0.00 1.00 1.884 1.94 28.0 0.0 61.2 95.00 Appertunance(s) 0.00 1.35 8.657 14.63 101.76 1.030 0.00 5.00 9.054 9.33 136.4 0.0 294.2 Totals: 95.00 3,370.7 0.0 12,569.3 • Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Y 10/24/2008 8:39:48 it . Location : Bonita- bumham, OR Height : 95.00 (ft) Page: 14 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) X Taper : 0.292262 (in/ t) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 16 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb -ft) (lb -ft) (lb) 89.00 Radiowaves HP2 -23 3 8.497 14.361 1.00 11.88 0.000 0.000 170.60 0.00 0.00 270.00 89.00 NextNet BTS -2500 3 8.497 14.361 0.75 4.77 0.000 0.000 68.50 0.00 0.00 105.00 89.00 Kathrein 840 10057 3 8.497 14.361 0.77 5.75 0.000 0.000 82.60 0.00 0.00 45.00 89.00 Clearwire Mount 1 8.497 14.361 1.00 8.50 0.000 0.000 122.07 0.00 0.00 350.00 95.00 72" x 12" Panel 3 8.785 14.847 0.78 19.66 0.000 5.000 291.83 0.00 1,459.15 135.00 95.00 96" x 12" Panel 9 8.785 14.847 0.80 82.58 0.000 5.000 1,226.11 0.00 6,130.56 405.00 95.00 Round Platform with 1 8.735 14.761 1.00 27.20 0.000 3.000 401.51 0.00 1,204.53 2,000.00 2,363.22 3,310.00 • • Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Y 10/2420088:39:48 Location : Bonita- burnham, OR Height: 95.00 (ft) Page: 15 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / }{ Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) Z. Load Case: Twist /Sway 50.00 mph Wind with No Ice 16 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 I Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb-ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 217.75 1.009.46 0.00 0.00 10.00 210.96 979.44 0.00 0.00 15.00 204.18 949.42 0.00 0.00 20.00 197.40 919.40 0.00 0.00 25.00 190.61 889.38 0.00 0.00 29.00 147.61 689.89 0.00 0.00 30.00 36.80 304.14 0.00 0.00 34.50 164.33 1.341.38 0.00 0.00 35.00 17.99 70.05 0.00 0.00 40.00 182.95 686.77 0.00 0.00 45.00 181.80 661.75 0.00 0.00 _ 50.00 179.72 636.74 0.00 0.00 55.00 176.83 611.72 0.00 0.00 55.25 8.63 29.88 0.00 0.00 59.83 161.13 935.58 0.00 0.00 60.00 5.75 15.98 0.00 0.00 65.00 171.82 467.74 0.00 0.00 70.00 167.09 447.72 0.00 0.00 75.00 161.84 427.71 0.00 0.00 80.00 156.12 407.70 0.00 0.00 85.00 149.96 387.68 0.00 0.00 89.00 558.84 1.065.73 0.00 0.00 90.00 27.96 71.24 0.00 0.00 95.00 2,055.90 2,884.20 0.00 8,794.23 Totals: 5,733.97 16,890.69 0.00 8,794.23 4 • Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Y 10/24/2008 8:39:48 Location : Bonita - Burnham, OR Height : 95.00 (ft) Page: 16 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) 7-, x Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) Load Case: Twist /Sway 50.00 mph Wind with No Ice 16 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft -kips) (ft-kips) (in) (in) (in) (deg) 0.00 -5.738 - 16.889 0.000 0.000 0.000 - 391.725 0.000 0.000 0.000 0.000 5.00 -5.529 - 15.876 0.000 0.000 0.000 - 363.034 -0.018 0.000 0.018 -0.033 10.00 -5.326 - 14.894 0.000 0.000 0.000 - 335.388 -0.071 0.000 0.071 -0.067 15.00 -5.129 - 13.942 0.000 0.000 0.000 - 308.757 -0.159 0.000 0.159 -0.101 20.00 -4.938 - 13.020 0.000 0.000 0.000 - 283.112 -0.283 0.000 0.283 -0.135 25.00 -4.751 - 12.128 0.000 0.000 0.000 - 258.424 -0.444 0.000 0.444 -0.170 29.00 -4.605 - 11.437 0.000 0.000 0.000 - 239.418 -0.599 0.000 0.599 -0.199 30.00 -4.571 - 11.132 0.000 0.000 0.000 - 234.813 -0.642 0.000 0.642 -0.207 34.50 -4.405 -9.790 0.000 0.000 0.000 - 214.243 -0.853 0.000 0.853 -0.239 35.00 -4.390 -9.718 0.000 0.000 0.000 - 212.040 -0.878 0.000 0.878 -0.243 40.00 -4.211 -9.029 0.000 0.000 0.000 - 190.088 -1.155 0.000 1.155 -0.285 45.00 -4.032 -8.365 0.000 0.000 0.000 - 169.034 -1.476 0.000 1.476 -0.326 50.00 -3.854 -7.727 0.000 0.000 0.000 - 148.875 -1.841 0.000 1.841 -0.368 . 55.00 -3.676 -7.115 0.000 0.000 0.000 - 129.607 -2.249 0.000 2.249 -0.410 55.25 -3.669 -7.084 0.000 0.000 0.000 - 128.689 -2.271 0.000 2.271 -0.412 59.83 -3.503 -6.148 0.000 0.000 0.000 - 111.872 -2.685 0.000 2.685 -0.450 60.00 -3.500 -6.131 0.000 0.000 0.000 - 111.287 -2.701 0.000 2.701 -0.451 65.00 -3.329 -5.662 0.000 0.000 0.000 - 93.787 -3.200 0.000 3.200 -0.499 70.00 -3.162 -5.213 0.000 0.000 0.000 - 77.142 -3.748 0.000 3.748 -0.545 75.00 -2.999 -4.785 0.000 0.000 0.000 - 61.332 -4.343 0.000 4.343 -0.589 80.00 -2.842 -4.377 0.000 0.000 0.000 - 46.335 -4.982 0.000 4.982 -0.628 85.00 -2.690 -3.990 0.000 0.000 0.000 - 32.126 -5.659 0.000 5.659 -0.662 89.00 -2.119 -2.930 0.000 0.000 0.000 - 21.368 -6.225 0.000 6.225 -0.685 90.00 -2.091 -2.859 0.000 0.000 0.000 - 19.249 -6.369 0.000 6.369 -0.690 95.00 -2.056 0.000 0.000 0.000 0.000 4.794 -7.102 0.000 7.102 -0.707 4 Pole : 308367 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Y 10/24/2008 8:39:48 t: _ . Location : Bonita - Burnham, OR Height : 95.00 (ft) Page: 17 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) Z/ X )ad Case: Twist/Sway 50.00 mph Wind with No Ice 16 Iterations 1st Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 culated Stresses eg Applied Stresses Allowable 1ev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 1.00 0.30 0.20 0.00 0.00 0.00 7.12 7.43 50.4 0.0 0.147 i.00 0.29 0.20 0.00 0.00 0.00 7.03 7.33 51.2 0.0 0.143 1.00 0.28 0.20 0.00 0.00 0.00 6.93 7.22 52.0 0.0 0.139 L00 0.27 0.20 0.00 0.00 0.00 6.83 7.10 52.0 0.0 0.137 1.00 0.26 0.20 0.00 0.00 0.00 6.71 6.98 52.0 0.0 0.134 1.00 0.25 0.20 0.00 0.00 0.00 6.58 6.84 52.0 0.0 0.132 1.00 0.24 0.20 0.00 0.00 0.00 6.48 6.73 52.0 0.0 0.129 1.00 0.24 0.20 0.00 0.00 0.00 6.45 6.70 52.0 0.0 0.129 1.50 0.26 0.23 0.00 0.00 0.00 7.28 7.55 51.4 0.0 0.147 ;.00 0.26 0.24 0.00 0.00 0.00 7.27 7.53 51.5 0.0 0.146 1.00 0.25 0.23 0.00 0.00 0.00 7.05 7.31 52.0 0.0 0.141 ..00 0.24 0.23 0.00 0.00 0.00 6.81 7.06 52.0 0.0 0.136 , .00 0.23 0.23 0.00 0.00 0.00 6.54 6.78 52.0 0.0 0.130 . ..00 0.22 0.23 0.00 0.00 0.00 6.23 6.46 52.0 0.0 0.124 .25 0.22 0.23 0.00 0.00 0.00 6.21 6.45 52.0 0.0 0.124 .83 0.25 0.28 0.00 0.00 0.00 7.08 7.34 50.8 0.0 0.145 _00 0.25 0.29 0.00 0.00 0.00 7.07 7i3 50.8 0.0 0.144 .00 0.24 0.28 0.00 0.00 0.00 6.56 6.82 52.0 0.0 0.131 .00 0.23 0.28 0.00 0.00 0.00 5.98 6.23 52.0 0.0 0.120 .00 0.22 0.28 0.00 0.00 0.00 5.29 5.54 52.0 0.0 0.106 .00 0.22 0.29 0.00 0.00 0.00 4.48 4.72 52.0 0.0 0.091 .00 0.21 0.29 0.00 0.00 0.00 3.50 3.74 52.0 0.0 0.072 .00 0.16 0.24 0.00 0.00 0.00 2.58 2.77 52.0 0.0 0.053 .00 0.16 0.24 0.00 0.00 0.00 2.39 2.58 52.0 0.0 0.050 .00 0.00 0.25 0.00 0.00 0.00 1.25 1.32 52.0 0.0 0.025 4 • Pole : 308367 Code: TIA/EIA -222 Rev F C Semaan Engineering Solutions, Inc Y 10/24/2008 8:39:48 C • Location : Bonita- bumham, OR Height: 95.00 (ft) Page: 18 Shape : 12 Sides Base Dia : 47.64 (in) Top Dia : 21.00 (in) / x Taper : 0.292262 (in/ft) Base Elev : 0.000 (ft) Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft -kips) (ft-kips) (ft -kips) (ksi) (ksi) (ft) Ratio No Ice 14.7 0.00 16.88 0.00 0.00 1002.84 18.55 50.4 0.00 0.368 Ice 11.8 0.00 20.90 0.00 0.00 824.52 15.88 51.4 34.50 0.309 Twist/Sway 5.7 0.00 16.89 0.00 0.00 391.72 7.43 50.4 0.00 0.147 PROPRIETARY INFORMATION • I �/ r P j� ( THE INFORMATION CONTAINED IN THIS SET OF clear vv ® CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. 4400 CARILLON POINT �„ r y , rte% 5,,,,,,„/„..„. RELATES TO CARRIER SERVICES IS STRIC PROHIBITED. KIR' /.i.ANC, W/, 38033 • /„":„., ,' ,,,,,„,,,,,, •.„,,, , i POWDER RIVER FINAL CONSTRUCTION D NOTE DRAWINGS (3) KATH N 540-10058 3 BONITA B I (3) RAOIOWAVES MP2 -2 (3) NEXTNET 2500 o-sl oa 2006 IBC TEAM LEAD; +�(�/�( ANTENNAS TOWER. ABOVE ONLY '` LISTED OR- POR468 -A I #308367 .. F r a (6) RUNS OF 5/18 ETHERNET ABLE AND (3) RUNS 9275 S W HILL S T Iii. �''' / �' , OF 1/2' COAX TO INSTALLED TO INTERIOR TOWER 1N TIGARD , O R 97223 (AKA 9800 8 0 0 SW W B U R N H A M STREET) ' N CI SEATTLE, WA CS • PROJECT INFORMATION VICINITY MAP DRAWING INDEX LEGAL DESCRIPTION -I?, OF 0 PROJECT DESCRIPTION: " 4w .. SHEET 'DESCRIPTION N/A AN UNTANNED TELECOMMUNICATION FACILITY INCLUDING (3) NEW CIRWFAdRE PANEL ANIENNA(S), (3) MICROWAVE DISHES, Y ! II _ IA "'�t+ /' -� T1 'TIE SHEET AND (3) BM MOUNTED ON AN IXLSTLNC ATC 98' AGL MONOPOLE. PLUS A STIE SUPPORT CARNET AND (1) CAPS ANTENNA, -= I "�• �� •�_ I G1 GENERAL NOTES WITHIN 7'X7' LEASE AREA. MOUNTED TO A CONCRETE PAID WITHIN AN EXISTING ATC FENCED COMPOUND. ��^ - _ 4 � � u , ; A, PARCEL PLAN RECEIVED z �' r A2 ENLARGED SITE PLAN APPLICANT; PROPERTY OWNER; '� = j " ; s w:. o; l� A3 NORTH t WEST ELEVATION(S) CIEARWIRE. LLC BURNHAM BUSINESS & STORAGE LLC. 1 1 �` 440D CARILLON POINT ry i c— - •,,,,, . ` A4 CABINET DETAILS AN°, WA 98033 -. r T CONTACT: KEVIN MAKI '` ST.IE ' . ; ' t — _ R 1 oro DETAILS JAN 2 3 2009 ¢ 'ORM N PAIR: (425) 766 -8374 TOWER OWNER; ..rn_. _ —St I „ 1 I; c 2 do Ln N AM TOWER i; .. ~ ' Y„ ., n.D ��'' I :. ' c '�' E7 ELEC (,'ROUNDING PLAN h DETAILS CONTACT: GEORGE GUNATSIS I; .." +M ' 3 -' -' _ J 6 �y PH (303) 274 -2556 IX. 102 9MY'4M W - t'..: 7t CM Y OF TIGARD CODE INFORMATION; 11 �/ = o 20ZONING NG CLASSIFICATION: �' . . 4 . * . - \ :- BUILDING DIVISION O BUILDING CODE UI CONTACT: MATT CARROZ J ; s , -� C= UI °_. CONSTRUCTION TYPE: 11-8 PH: (916) 412 -9686 II di , i1 . � , ri•� ` ix OCCUPANCY: S -2 - z •:_ _ , f 1^+L Twig, •. ' , — : �: < m Ir: CI CI JURISDICTION: CITY OF TIGARD CONTACT: ACQUISITION; 14 * �.. x _. _ �i I BL - ,. O CURRENT USE: TELECOMMUNICATIONS FACLDY PH: (5 T: ) STEVE BFRNOT gyjt, B�L ' /i 'i _ ~ t.a 1 PH: 30.5 502- 4410 (; l _ * {I it y'' , A. 8W'F * 1 H PROPOSED USE: TELECOMMUNICATIONS FACILITY 11.___ --- PERMITTING: sar i9nl�rg ° I �. y : i i Z. CONTACT: KEVIN MARLIN If , # / 1 t ` O TELCO COMPANY: s r } �; PH: (208) 489 -0234 ?A-. . I : • PH: (800) 483 -4000 ..__ ; _ CONSTRUCTION COORDINATOR: - , J r ` ` � T CONTACT: ROB ANGLE r '' �. - `- .= CC POWER COMPANY. PH: (503) 269 -5866 > t t 1 *4:-::\ PCE ..... , PH: (503) 228 -6322 RH ENGINEER: ,// 'll L ' , - - CONTACT: JAMES CHAMBERS r SITE 1 OCATION: (RASED ON NAD 83); PH: (812) 760 -9195 to ° " ` — I<— :. R t I It c_ 4 ' ; (DATE: 10 -28 -08 1 IATTIUDE: 45' 25' 32.65' N `, r , LONGITUDE: 122' 58' 15.91 N RF ENGINEER; DRIVING DIRECTIONS ABBREVIATIONS 'DRAWN BY: DBK I TOP OF STRUCTURE AGL: 96.00' CONTACT: DAYANANDA RAU PH: (480) 522 -4807 BASE OF STRUCTURE ANSI• 152.00' SITE ACCESS; DEPART NE AIRPORT WAY, PORTLAND, OR 97220 ON NE AIRPORT WAY (EAST). TAKE RAMP (RIGHT) ONTO 1 -205 [VETERANS A/C NR CONDITIONING HORZ HORIZONTAL PLYWO PLYWOOD !CHECKED BY: 1 PROD PROJECT PHO PARCEL NUMBER( S); CONTACT KEVIN MEMORIAL HWY] 1 -205 / I -84 / PORTLAND / SALEM. AT EXIT 21D, TAKE RAMP (RIGHT) ONTO 1-84 [US -30] 1 -84 / APPROX APPROXIMATELY HT MGM' PROP PROPERTY CONTACT KEVIN ARNOLD US -30 / PORTLAND. TURN LEFT ONTO RAMP I -5 / SALEM. TAKE RAMP (LEFT) ONTO I -5 / BEAVFRTON / SALEM. AT ACL ABOVE FINISH GRADE HR HOUR HEATING PT PRESSURE TREATED R468712 PH: (503) 330 -4943 EXIT 294, TAKE RAMP (RIGHT) ONTO SR -99W [SW BARBUR BLVD] OR-99W /TIGARD / NEWBERG. TURN LEFT ( SOUTH) BLDG BULDING VENTILATION REQ REQUIRED REVISIONS ONTO SW HALL BLVD. TURN RIGHT LK (WEST) ONTO SW BURNHAM ST. TURN LEFT (SOUTH -WEST) ONTO SW ASH AVE BEAR B BLOCKING AIR CONDITIONING RM ROOM AREA OF PARCEL LEFT (SOUTH) ONTO LOCAL ROAD(S). ARRIVE 9275 SW HILL ST, PORTLAND, OR 97223. SHT SHEET NO. DATE DESCWPIION wn1AL 1.45 ACRES ID ASIDE DIAMETER SIM SIMILAR 1 0 PRELIM CC'S cox IN INCH SPEC SPECIFICATION 2 No-31 FINAL CC'S P110 CON( CONCRETE INFO INFORMATION SF SQUARE FOOT PROJECT AREA; GENERAL INFORMATION; COMET NT S N IR4SUL INSULATION NTERI S TL STAINLESS STEEL 49 S.F. LEASE AREA 1. PARKING REQUIREMENTS ARE UNCHANGED. IBC INTERNATIONAL STRICT STRUCTURAL 2. TRAFFIC IS UNAFFECTED. ESL DOUBLE BUILDING CODE STD SAID DM METER SUSP SUSPENDED NEW IMPERVIOUS AREA GAG DIAGONAI. LBS POUNDS 9 S.F. ON DOWN MAX MAXIMUM THRU THROUGH DET DETAIL MECH MECHANICAL TANG TINNED DWG DRAWING MFR MANUFACTURE TT TYPICAL _ • APPROVAL DATE SIGNATURE EA EACH MGR MA A:ER UNO UNLESS NOTED ELEV ELEVATION MIN MINIMUM OTHERWISE NOT FOR CONSTRUCTION UNLESS PROJECT TEAM CLEARWIRE: ELEC ELECTRICAL MISC MrtrIl IANEOUS CABLED AS CONSTRUCTION SET LANDLORD: EQ EQUAL RO ROUGH OPENING VENT IN FIEND EQUIP EQUIPMENT NA NOT APPLICABLE ME VERIFY PROJECT ARCHITECT PROJECT CONSULTANT STRUCTURAL ENGINEER; ETD' MC NOT IN CONTRACT w/ WITH SHEET TITLE RICHARD 8. HALL, NA POWDER RIVER N/A S /A: FIN FINISH NIS NOT TO SCALE W/O WITHOUT TITLE SHEET PACIFIC TELECOM SERVICES, LLC DEVELOPMENT SERVICES, LLC Fl R FLUOR FLOUR CENTER R WP WATER PROOF 568 FIRST AVENUE. S., SUITE 650 4095 SW 144M AVE, STE J R.F.: SEATTLE, WA 98104 BEAVERTON, OR 97005 20NING: FT FOOT OD OUTSIDE DIAMETER CONTACT: PAUL DA NNEBENG GAUGE SHEET NUMBER PH: (208) 484 -4413 NI[E: GA EMAIL PWNNEBEROOPTSWA.CAM G GALVANIZED Tl R.F.: GC C G CONTRACTOR GRAD GROUND ROUND REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED CYR BD GYPSUM WALL BOARD THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. CONCRETE SHALL BE F' GENERAL NOTES: PROJECT NOTES: ELECTRICAL NOTES: GROUNDING NOTES: 1. ALL CONSTRUCTION AND MATERVRS SHALL COMPLY WITH REINFORCED CONCRETE: 1. M.L. ELECTRICAL. WORK SHALL CONFORM TO THE 1. AN ANTIOXIDANT COMPOUND SHALL BE APPLLED TO ALL + THE INTERNATIONAL SHALL MEE BUILDING CODE ST H STRICTER AND CITY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE EXTERIOR, ABOVE GRADE, MECHANIC, GROUND clear v� ' wry �./ CODE, SHALL MEET OR EXCEED THE STRICTER OF R -1. CONCRETE: ALL. c a 3000 PSI 3,000 NEC) AS WELL AS APPLICABLE STATE AND LOCAL CONNECTIONS. AP PUCABLE COUNTY CODES AND REGULATIONS, LATEST AT END OF 28 DAYS AS DETERMINED BY ASTM S. EDITIONS. C31 AND C39 AND SMALL BE NORMAL WEIGHT, • 2. CONTRACTOR SHALL SUPPLY ALL MATERIAL, LABOR, AND 4400 CARILLON POINT 2. ANTENNAS, CABINETS AND COAXIAL CABLE SHALL BE 2. ALL ELECTRXA S'S L ITEMS SHALL BE UL APPROVED OR LISTED EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS Ki C A , :VA 98033 - PROVIDED BY CLIENT. CONTRACTOR SHALL R -2. PREPARATION, TESTING, AND PLACING OF CONCRETE AND PROCURED PER SPECIFICATION REQUIREMENTS. INTENDED HERON UNLESS OTHERWISE NOTED. COORDINATE SCHEDULE OF DELIVERY TO AVOID DELAYS. AND REINFORCEMENT SHALL BE PER ACI -318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL 3. ALL EXTERNAL GROUND CONDUCTORS SHALL BE /2 3. DAMAGE TO ALL UOLRTES. LAND, ORNEWAY AREAS. AND CONCRETE. LATEST EDITION. DESCRIBED BY DRAWINGS AND SPECIFICATIONS, MG, BARE. SOUD. TINNED COPPER UNLESS PROPERTY OF OTHERS. DISTURBED WRING INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE, OTHERWISE NOTED. R -3. REINFORCING BARS SHALL HAVE A MINIMUM YIELD OPERATING AND APPROVED ELECTRICAL SYSTEM. COND AT SHALL BE RETURNED TO THE ORIGINAL 4. ALL GROUND CONNECTIONS SHALL BE MADE WITH ■06•41SINk CONDITION AT THE COMPLETION Of WORK. COMPLY WITH S y 6 500 PSI AND S HALL COMPLY WITH ASTM A615. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR P NOTED AND EXOTHERMIC WELD PROCESS UNLESS OTHERWISE 4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER, IS RESPONSIBLE FOR OEITNNINC SAID PERMITS, AND NOTED OR APPROVED. ALL CONNECTIONS SHALL BE TELEPHONE UTNTIES, AND THE CONSTRCTIOH MANAGER R -4. PROVIDE MINIMUM CONCRETE COVERAGE FOR COORDINATION OF INSPECTIONS. MADE AT DESIGNATED LOCATIONS ON THE TO CONFIRM THE SOURCE OF SERVICE PRIOR T O REINFORCING STEEL OF 3'. EOUIPMENT. P O W D E R RIVER INSTALLATION OF CONDUITS. 5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHALL DFSIGR: RUN IN EMT OR SCHEDULE 40 PVC (AS PERMITTED BY 5. EXACT LOCATION OF GROUND RODS AND GROUND OweMW+IIAIII lirNer, LIE CODE). CONNECTION POINTS SHALL BE DETERMINED IN THE 5. EXISTING ED FROM AND ORGANIC M AR EA, SHALL BE FIELD, ADJUST LOCATIONS AS REQUIRED TO KEEP REMOVED TROY A I O CONCRETE PAD AND FILL SITE D -1. DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL TO DESIGN ELEVATION WITH CLEAN, SANDY SOIL BUILDING CODE 2008. 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND GROUND CONNECTIONS AS SHORT AS POSSIBLE (9' COMPACT UNDER CONCRETE PAD TO OBTAIN NOT LESS EXPOSED TO WEATHER SHALL BE IN WATER TIGHT MIN. BEND RADIUS AND 90 DEGREE MAX BEND THAN 958 OF THE MODIFIED PROCTOR MAXIMUM DRY D -2. EQUIPMENT CABINET LOADING PER CLEARWIRE GALVANIZED RIGID STEEL CONDUITS AND WHERE ANGLE). ALL BELOW GRADE GROUNDING SHALL BE DENSITY FOR SOIL IN ACCORDANCE WITH A5TM D557. STANDARD EQUIPMENT. REQUIRED IN UQUID TIGHT FLEXIBLE METAL OR PVC INSPECTED AND APPROVED BY CONSTRCTION WHERE LOCAL CODES AND SITE CONDITIONS PERMIT. MANAGER PRIOR TO BACKFlWNG. 4440$#).. 6. REGRADE AROUND PAD AS REQUIRED TO ALLOW MA70MUM 0 -3. DESIGN LOADS: OREGON STATE 3' OF PAD THICKNESS, EXTENDING ABOVE GRADE. A WI 100 MPH ND SPEED 7. ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW, 6. AU. GROUND COMPONENTS SHALL BE INSTALLED WITHIN �/'�� �� , SHALL 3 SECOND GUST THAN, OR THIN INSULATION. THE CONFINES OF THE FENCED AREA ANY C 7. ALL WORK SLL BE DONE SATISFACTORY IN A CATEGORY 2 IMPORTANCE FACTOR 1.0 METALLIC ITEMS WITHIN 8' OF THE GROUND RING j ' - 1 • • PROFESS ONAL WORKMANLII(E MANNER, SUBJECT TO EXPOSURE CATEDOORY C 8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY SHALL BE BONDED TO THE GROUND RING. INSPECTION DURING ' RING THE CONSTRUCTION AND FINAL B. ALL OTHER LOADS ARE PER ASCE 7 -02 DEMARCATION POINT AND EXISTING METER SOCKET AS GROUNDING REQUIREMENT NOT SHOWN ON PLANS _j• %. + APPROVAL BY THE CONSTRUCTION MANAGER. LOCATED ON THIS DRAWING IN PVC. PROVIDE FULL ARE WAVEGUIOE HATCH COVER / PLATE, CABLE , STRUCTI IRA(• LENGTH PULL ROPE COORDINATE INSTALLATION WITH TRAYS, SUPPORTS, SERVICE PANELS. DISCONNECT B. ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR UTILITY COMPANY. SWITCHES, HNAC UNITS ETC. THESE ITEMS MUST BE • 7-ry • ALTERATIONS FROM THE PLANS AND /OR SPECIFICATIONS S-1. DETNL, FABRICATE, AND ERECT ALL S TRUCTURAL STEEL GROUNDED. (P S�1 IL.G WA SHALL BE APPROVED BY THE CONSTRUCTION MANAGER. IN ACCORDANCE WITH MSC. SPECIFICATION FOR 9. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DESIGN, FABRICATION AND ERECTION OF DEMARCATION POINT AND EXISTING TELCO CABINET AND 7. ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER 5008 9. COLOR SELECTION SHALL BE COORDINATED WITH STRUCTURE STEEL FOR BUILDINGS. CLEARWIRE CABINET AS INDICTED ON THIS DRAWING IN THAN i8' SHALL BE PROTECTED AND SUPPORTED CONSTRUCTION MANAGER. PVC. PROVIDE FULL LENGTH PULL ROPE IN TELCO BY A 3/4' PVC SCHEDULE 80 CONDUIT SLEEVE S -2. A ST RUCTURAL STEEL WORK SHALL CONFORM TO THE CONDUIT. MOUNTED WITH CLIC -STRAP SUPPORTS FROM 8' 11,h.., OF 0� 10. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, MSC SPECIFICATION FOR STRUCTURAL STEEL FOR BELOW FINISHED GRADE TO 6' FROM FINAL DIMENSIONS, AND BRING DESCREPANCIFS TO THE P BUILDINGS - ALLOWABLE STRESS DESIGN AND 10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R BELOW F IN IS ATTENTION OF THE CONSTRUCTION MANAGER. DESIGN, 9th EDITION. ENCLOSURE. S- 3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH ASTM 11. R 5 THE GENERAL CONTRACTOR'S R SPONSIBILJTY TO B. ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN, 11. CONTRACTOR SHALL CONTACT SUBSURFACE URUIY A53. TYPE E OR S. GRADE B. Ty ., 36K81. APPLY FOR COMMERCIAL POWER IMMEDIATELY UPON PERPENDICULAR TO FINISHED GRADE. SUITABLE TILI LOCATOR FOR EXACT LOCATION OF EXISTING UTIES, ALL WIDE FLANGE SHAPES SHALL BE ASTM A992. RELIEVING AWARD OF BID. THE GQNERAL CONTRACTOR PROTECTION SHALL BE PROVIDED ON END Of RODS PRIOR TO COMMENCEMENT OF CONSTRUCTION GRADE 50. ALL STRUCTURAL SHAPES AND PLATE IS REQUIRED TO KEEP ALL RECEIPTS FROM THE POWER TO PREVENT MUSHROOMING WITH GROUND DURING ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING COMPLY WITH ASTM A3 COM PANY ACKNOWL.EDGINC APPLICATION FOR POWER INSTALLATION. LOCATION LOCATIONS BY TEST PTT, NS PLAN AR ERY. AND THOROUGH DOCUMENTATION OF ANY DISCUSSIONS LOCATION OF UTILITIES SHOWN ON PLAN ARE S -4. WELDING: AU W ELDING IS TO BE DONE BY WITH THE POWER COMPANY THEREAFTER. ALSO, THE 9. GROUND CONDUCTORS SHALL NOT COME IN CONTACT APPROXIMATE AND FOR PLANNING PURPOSES ONLY. PRE - QUALIFIED WELDERS HOLDING CURRENT GENERAL CONTRACTOR SHALL RECEIVE IN WRITING FROM WITH THE SLAB OR TOWER EXCEPT AS DESIGNATED. 12. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS CERTIFICATE FROM A RECOGNIZED TESTING THE POWER COMPANY AS TO WHEN THE ANTICIPATED Ni FOR THIS PROJECT FROM ALL APPLICABLE LABORATORY. WEDS SHALL BE 3/18' L POWER CONNECTION WILL BE COMPLETE. IF 10. THE UTILITY NEUTRAL / GROUND BOND IS TO BE MADE GOVERNMENT INIMUM FILLET WELDS U.O.N. ELECTRODES SHALL COMMERCIAL POWER IS NOT AVAILABLE BY THE 'POWER IIN THE METER OR MAIN DISCONNECT SWITCH. NOT IN < R r ONEQULSBL AGENCIES. CONTRACTOR FOR ABIDING BY ALL LL TH THE CONDITIONS BE E70XX COMPLETE' DATE AS CALLED OW IN THE AAIND D R REQUIREMENTS OF THE PERMITS. SPEGFI B A GENERATOR SHALL SUPPLIED AND 11. ALL EQUIPMENT SURFACES TO BE BONDED TO .0 00 LA N N S -5. THERE SHALL BE NO FiF1.D WELDING. MAINTAINED NED BY THE GENERAL CONTRRACTOTO R UNTIL COMMERCIAL IS OBTAINED, ALL COSTS ASSOCIATED WITH GROUNDING SYSTEM SHALL BE STRIPPED OF ALL 13. TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR K ILLUSTRATIVE PURPOSES ONLY. S -6. STRUCTURAL GROUT SHNl BE SHRINKAGE RESISTANCE THE GENERATOR WILL BE Y AGREED UPON SHALL AND DIRT, CONNECTIONS TO VARIOUS METALS S NON - EXPANSIVE, NONMETAIIC GROUT WITH A BETWEEN THE OWNER AND GENERAL AL CONTRACTOR IN SHAT BE A TYPE AS TO NOT CAUSE A GALVANIC p 14. CONTRACTOR SHALL VISIT THE PROJECT SITE TO VIEW ALL MINIMUM 28 DAY COMPRESSIVE STRENGTH OF THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO OR CORROSIVE REACTION AREA SHALL BE REPAINTED 3 • CONDITIONS PRIOR TO SUBMITTING BID. ANY CHANGES 5.000 PSI WHEN 1L AN ILA IN ACCORDANCE WITH TAKE THE NECESSARY MEASURES AS DESCRIBED HEREIN FOLLOWING BONDING. N DURING CONSTRUCTION VISUALLY ASCERTNNABLE PRIOR ACTH CODE C109. FORMS SHALL BE PLACED TO SECURE POWER BY THE POWER COMPLETION DATE, 0 N Cc AN TO SUBMITTING BID, CANNOT BE THE BASIS FOR A AROUND BASE PLATE AND THE STRUCTURAL THEN ALL COSTS ASSOCIATED WITH THE GENERATOR N LD CHANGE ORDER. GROUT SHALL BE POURED. NO DRY -DAMP SHALL BE BORNE BY THE CONTRACTOR. PACKING. et ~ 15. COAT ALL SURFACES WITH NO -OX WHERE DISSIMILAR 5_7, ANCHOR BOLTS AND ALL - THREW) RODS SHALL COMPLY METALS CONTACT. WITH ASTM A36, UNLESS OTHERWISE NOTED. ALL 16. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY OTHER BOLTS AND NUTS SHALL COMPLY WITH COAX REELS FROM THE SITE UPON COMPLETION OF A5TH A325. ALL BOLTS SHALL BE HOT - DIPPED THE PROJECT. GALVANIZED. 5 -B. ALL EXPOSED SHEET SHALL BE HOT -DIPPED 0 GALVANIZED AFTER FABRICATION PER ASTM A153 OR Al23. S -9. APPLY TWO COATS OF ZINC -RICH RUST -OLEUM #2185 PLANT TO ALL FIELD DRILLED HOLES AND CUTS. GRID -GUARD EPDXY #5485 COATING SHALL BE APPUED TO ALL AREAS WHERE GALVANIZED SURFACES NEED TO BE RECONDITIONED, (DATE: INCLUDING ALL WELD AREAS. 10 -28 -08 (DRAWN BY: CBK 'CHECKED BY: PHD REVISIONS NO. DATE DESCRIPTION IND t ID-M-01 PRELIM CO'S CE 2 10 -31-W FINAL CC S PT NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER Gi THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • r . ,1 / \ \ , LEGEND • �' NOTE: Ir' : -_+1 -. _ - - - -- - SUBJECT BOUNDARY UNE clear vv r e (3) KATHREIN 840 -10058 I - 1 AO.;AC EN' ZONING I - -- — \ \ L - ( . NDUSTRIAL) I — RIGHT -OF -WAY CENTERLINE ( }) RADIOWAVES HP2 -23 ,,. / _ \ I i 4400 CARILLON POINT (3] NE7 TNET 2500 / - - RIGHT -OF -WAY UNE KIRKLAND. WA 98033 ` \ _ _ — _ — \ — ADJACENT OVERHEAD P L B BO OWER REAK UNDARY NOTE: : - ' / \ SECTIONA / s s DOWN LINE (8) RUNS OF 5/16 ETHERNET " / . LINE / j \ CABLE AND (3) RUNS OF 1/2" \ •— J BURIED POWER UNE COAX TO ED TO ; 1 ' INTERIOR OF F TOWER - / - f / \/y _• , BURIED GAS UNE 11 OVERHEAD TELEPHONE UNE EXISTING BUILDI I` Ii / \ NI eG�N\ —� +— BURIED TELEPHONE UNE P 0 W E n R � I I V E R • NOTE: O 4,1 :r 6 ' \ -• • — BURIED WATER LINE MOUNTING , • HARDWARE D BE PLANTED TO P � BURIED SANITARY SEWER MATCH EXISTING MONOPOLE - r c,l 3 ' l / / n sT — u — .. BURIED STORM DRAIN r ,I ,ly \ DITCH UNE /FLOW UNE e % • / I , - / 4CF , , - ROCK RETAINING WALL ���}}}��� A n, / / EXISTING BUILOIN ,.,;',,I'' �' / I , , VEGETATION UNE UTILITY POLE C�. c�, CHAIN LINK FENCE RI • 1.1(1 3 I/ / WOOD FENCE IV 6 •. HALL ADJACENT ZONING: - IL - (LIGHT INDUSTR AL) ? a n / — • — BARBED WIRE WIRE/WIRE RE FENCE "4' '/ �' /� \ . .J,' 1.. Q. TRANSFORMER -Q• flRE HYDRANT °T/ 1 / 3 ' / g LIGHT STANDARD B GATE VALVE N SEA I , WA c " / \ \ / / / P O WER VAULT ® WATER MISTER / ® UTILITY BOX FIRE STAND PIP v c� / \ I fa. 5008 \ EXISTING STORAGE I 0 ❑ CATCH BASIN, T YPE I \� BUILDING I / / E— POLE GUY WIRE ® CATCH BASIN. SIN. TYPE II ' OF 0 1 - s f' / I d ." D7 G A$ VALV I , s SIGN \ ISTING / +I / / ® GAS METER ^ BOLLARD 1 / i - LANDSCAPING EXISTING STORAGE I. Q TELEPHONE VAULT 0 MAIL BOX \ \ i / BUXOM 7 Y BORAGE ;t' / o TELEPHONE RISER SPOT ELEVATION / J I . " \ \ ♦ PROPOSED UNDERGROUND - .- \ © / •.. .. •,. POWER RUN FROM EXISTING / POLE MOUNTED TRANSFORMER / \ \ . / / I ' / _ : XT STORAGE / z / BUILDING \ 4 0:i PROPOSED CLEARWIRE MICROWAVE DISH(S)Q N , PIPE MOUNTED ON AN TOSSING 98' AGL `• / STING // /J \�J : rn MONOPOLE (TOTAL OF (3) MICROWAVES) . Y PARKING - / �- EXISTING '�{' / �, BUR;p1NG �/ Z CC A . .(0 p , ' ■ / ' — — �� , �' �. �. EXISTING_ STORAGE • r LS rn \ / 6. i al BUILDING \ � / H I: \U �i / ■ Vr / ♦ PRO �, d• OPSED CLEARWII AHTFNHA ARRAY PIPE Q / e �♦r v. MOUNTED ON AN EXISTING 96' AGL MONOPOLE p b O+' , : 3 \ I 4/00110111!P?' / (3 SECTORS, 1 ANTENNA PER SECTOR) T / LNG Z O•� / 1 P . « „' / PARKING VICINITY MAP O 4 p ♦r / L l / — EXISTING :<. - ADJACENT ZONING: IGHT INDUSTRIAL) �t ”' -. -. " I tai ' _ : 5 DATE: / S UBJ CT ZONING. � c--, \ ?, IL - (L . I 10 -28 -08 I EXISTING (LIGHT INDUSTRIAL) BUILD( G -- - .- LANDSCAPE IL - SJ� �+ (DRAWN BY I / PROPOSED CLE -'` ■ / L / I ARWIRE SITE SUPPORT CABINET MOUNTED I! � � ti •,� - CBK / ON A CONCRETE SLAB TO GRADE WHIN A 7'x7 LEASE ,p AREA WITHIN AN EXISTING ATC FENCED COMPOUND 1� i (CHECKED BY: PHD EXISTING FENCE .p J /.. .a' / o• \ a REVISIONS y rr :,-(1k1„,, u �4 j N0. IY TE DSCOON N L A / `� • R l�w1._t -i� 11F � 1 M-M-0! PRELIM RIP CC'S LL , j �w� � I r . EXISTING - I :• 4 -4 �- "'- 1 1 l Z IP)1 -CI FINA CO'S P11D / - 1 , + '\''' \ x _ Ali' g , . ,... . , . I � L_3. # PROPERTY UNE 90.50' ti — / \ NOT FOR CONSTRUCTION UNLESS ADJACENT ZONING: / CABLED AS CONSTRUCTION SET 1 IL - (ucrr INDUSTRIAL) / ■ \ , \ SHEET TITLE PARCEL PLAN SHEET NUMBER � su: I:�. , 24 SCALE 1 •• 50' -o 5J' Q 2 B' 5P' IQI' 200' SITE PLAN Al 11"xI7 SCALE: 1 •• 100' -0 • , THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ' N LEGEND • R _ _ f SDBJECT BOUNDARY LINE clear >• • r e \, - - — - — - — - - RIGHl -OF -WAY CENTERLINE 4400 CARILLON POINT • � / - - / c __ _ RIGHT-D. LINE KIRKLAND. WA 98033 \/ EXISTING CHAIN L / / - - ADJACENT BOUNDARY LINE PROPOSED UNDERGROUND POWER LINK FENCE — — — -- SECTIONAL BREAKDOWN LINE EXISTING STORAGE BMLDINC RUN FROM EXISTING UTILITY WITH A _. s— OVERHEAD POWER LINE -‘, MOUNTED TRANSFORMER „ + BURIED POWER LINE EXISTING ACCESS GATE ` BURIED CAS UNE e ��� «— OVERHEAD TELEPHONE LINE POWDER RIVE R Ni. / —. , -- BURIED TELEPHONE UNE \..,., , - PROPOSED CLEARWIRE MICROWAVE DIS (S) BURIED WATER UNE 2 e PIPE MOUNTED ON AN EXISTING 96' ACL D I MONOPOLE (TOTAL OF (3) MICROWAVES) ® a — BURIED SANITARY SEWER PROPOSED U.G. ETHERNET /COAX TO RUN INSIDE EXISTING MONOPOLE I I — BURIED STORM DRAIN \t _. .. —. THRU AN EXISTING OPEN PORT I EXISTING CARRIER DITCH LINE /FLOW LINE \ e I ICE BRIDGE ROCK RETAINING WALL VEGETATION LINE • \\t I \ N I\ I CHAIN LINE FENCE ,lj � \ WOOD FENCE . LANDSCAPING 'L \ \\ — BARBED WIRE /WIRE FENCE /; / / EXISTING \ QA iRANSFORILER ¢ FIRE HYDRANT ' 1 '11 � `� - - P R OPOSED CLEARWIRE ANTENNA SECTOR) AR PIPE k( LIGHT STANDARD D4 GATE VALVE � C WA MOUNTED ON AN EXISTING 96' AGL MONOPOLE A El POWER VAULT Bi WATER METER G!'11 ILG n A / *! 0 UTIUn POLE ❑ CATCH BASIN. nPE I 1 :? ) /, O O �� / E — POLE GUY WIRE ® CATCH BASIN, nPE I 1` ink PROPOSED r(, - m GAS VALVE a SIGN ® METER AND BASE ® GAS METER a BOLLARD - p `T "i, I \ �. , 40, © TELEPHONE VAULT o MAIL BO% • • • • 41 P No 41, �l ` ` '�`> f v TELEPHONE RISER 32 a.21 SPOT ELEVATION dee • / � I / �+ -3� '/ c. R � 0 E %ISTING HVAC (nP) , \ !� _ E XISTING 96' j ( AGL MONOPOLE r w1 I CA o CO tn EXISTING CONCRETE BASE EXISTING 0 . / // BOLLARD (nP) C. n Q PROPOSED GPS ANTENNA ® _ r \ Q Ce. m PROPOSED CLENIWIRE SITE SUPPORT 0 CABINET MOUNTED ON A CONCRETE SLAB TO GRADE WITHIN A 7'x7' LEASE AREA O /// WITHIN AN EXISTING ATC FENCED COMPOUND - EXISTING ACCESS GATE 0 m No \� YAM 1 \ t \ _ _ __ - • \ (DATE: I 10 -28 -08 \ N-EXISTING VERIZON 1 (DRAWN BY: GBK WIRELESS GENERATOR 1 I 1 'CHECKED BY PHD I REVISIONS NOTE. a N0. DATE DESCRIPTION INITIAL CABLE (6) AND RUNS OF 5/1 6 1/2' COAX ETHERNET TO 1 • PRELIM CC'S CBI, 2 1G - 714 FINAL CO' S PRO INSTALLED TO INTERIOR OF TOWER NOTE ANTENNAS AND MOUNTING HARDWARE TO BE PAINTED TO EXISTING MATCH EXISTING MONOPOLE LANDSCAPING NOTE: NOT FOR CONSTRUCTION UNLESS (3) KATHREW 840 -10058 TABLED AS CONSTRUCTION (3) MX/WAVES HP2 -23 'ilib SET (3) NEXTNET 2500 SHEET TITLE ENLARGED SITE PLAN . Y..., M e....+.) SHEET NUMBER 24 SCALE: 1/2 ® 1' -0' �� SITE PLAN 1 `2 11".17 SCALE: 1/4' 1' -0' 2 18 1 6 0 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. N° c lear w re ® (6) RUNS OF 5/ 16' ETHERNET CABLE AND (3) RUNS OF 1/2' COAX TO BE INSTALLED TO INTERIOR OF TOWER •400 CARILLON POINT KIRKLAND, WA 98033 NOTE: • ANTENNAS AND MOUNTING HARDWARE TO BE PANTED TO MATCH EXISTING MONOPOLE NOTE: (3) IWTHREIN 840-10058 (3) RADIOWAVES HP2 -23 EXISTNG VERIZON (3) NL7CTNET 2500 EXISTNG VERIZON POWDER RIVER 7 WIRELESS ANTENNA ARRAY WIRELESS ANTENNA ARRAY OrMopenal gsyps. ILD 4 .,- 11 r.'" ' ' ' t- l - ' li li A TOP OF EXISTING MONOPOLE III fi OP OF EXISTING MONOPOLE IL YY' 46' -0 AGL �^ 96' - AGL B:---. . PROPOSED CLEARWIRE ANTENNA ARRAY YYYf• Jl tl!�: 0 p� PR O POSED D ON I ANTENNA ARRAY PIPE MOUNTED ON AN EXISTING MONOPOLE PIPE MOUNTED ON AN EXISTING MONOPOLE /� I � .., (3 SECTORS, I ANTENNA PER SECTOR) ® (3 SECTORS, I ANTENNA PER SECTOR) ® f{IC IIA N! RAD CENTER OF PROPOSED CLEARWIRE PAD CENTER OF PROPOSED CLEARWIRE � • .. ANTENNA ARRAY AND MICROWAVE DISHES ` I ANTENNA ARRAY AND MICROWAVE DISHES IS 86' -6' AGL I; ,I ' - ''1 II �8fi -6 AGL lr.I) i'yl, 11 • c13 SEA , WA c. , �' q.?, 5008 PROPOSED CLEARWIRE MICROWAVE I PROPOSED CLEARWIRE MICROWAVE DISH(S) PIPE MOUNTED ON N! EXISTING 0 DISH(S) PIPE MOUNTED ON AN EXISTING 0 OF O' MONOPOLE (TOTAL OF (3) MICROWAVES) MONOPOLE (TOTAL OF (3) MICROWAVES) t? `J (3) PROPOSED BTS UNITS AI guy ( 3) PROPOSED BTS UNITS lap I z< EXISTNG 96' AGL MONOPOLES' AGL C2 N N MONOPOLE q J N - • = J_ QI 3 6 CC O In Q I NQ N CO z EXISTNG STORAGE O BUILDING CO EXISTING HVAC Ark AI lair PROPOSED GPS ANTENNA UNITS (TYP) EXISTING ICE BRIDGE PROPOSED GPS ANTENNA uy EXISTING 'DATE: 10 -28 -08 I BOLLARDS (TYP) PROPOSED CLEARWIRE SITE SUPPORT CABINET MOUNTED EXISTING HVAC PROPOSED CLEARWIRE SITE SUPPORT CABINET MOUNTED ON N A CONCRETE SLAB TO GRADE WITHIN A 7'x7' LEASE EXISTING VERIZON UNITS (TYP) A CONCRETE SLAB TO GRADE WITHIN A 7'x7' LEASE AREA O (DRAWN BY: I AREA WITHIN AN EXISTING ATC FENCED COMPOUND WIRELESS GENERATOR EXISTNG STORAGE WITHIN AN EXISTING ATC FENCED COMPOUND CBK BUILDING 1 1, ti r „ 'CHECKED BY: PHD I EXISTING 6' AV < IT ,P, ` CHANUNK FENCE \ J ,I - lEr I l , \ A , f �_ I. [EXISTING LANDSCAPING REVISIONS r hilk31 I ■1121/ • �Ar !� 1 ND MTE DESCRIPTOR INITIAL I, Mall - >. \ - r', I 10�� PRELIM CD'S L f }:, I I�I LL ��I .r I I 1 \ I I1 FINAL CO' S PAD A P I i .n..n� l ' i _ _ TOP OF GR I L . ?.... ..l ( A TOP OF GRADE ! ` -" ` I l •• 4 4 , O' - AGL(162.00' AMSL) i i Y D' -0' AGL(152.00' AMSL) I I EXISTING LANDSCAPING I I EXISTING 6' I I I _ I CHAINLINK FENCE t „ >, 1 C_X_J NOT FOR CONSTRUCTION UNLESS LADLED AS CONSTRUCTION SET SHEET TITLE NORTH & WEST ELEVATION(S) SHEET NUMBER SOUTHWEST ELEVATION SORTHWEST ELEVATION —r A3 121'x17 4'x36” SCAL SCALEE: 1116' 7 8' - 1 1' -0' ' -0' 2 24',+36: SCALE ' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. CONORFTF NOTES • A 1. UNLESS OTHERWISE NOTED ALL CONCRETE SHALL DEVELOP A clear vv • r e STRUCTURAL MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 6000 PSI. 1, . 28 D CONCRETE: I COMPRESSIVE STRENGTH fc-6000 p•. 2. REBAR: AS7M A -61 -B15 GRADE 60 E 60 4400 CARILLON POINT 2, ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED 3. MESH: AVM A -185 GRADE BS KIRKLAND WA 98033 EDGE, UNLESS OINRWISE NOTED. + 3' 4. DESIGN: AC1 -318 -02 BUILDING CODE CONCRETE SLAB 3. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND (N) CLEARWIRE VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. EXPANSION BOLTS INTO CONCRETE SLAB 'SITE SUPPORT CABINET 2• -1' 10' (TYP. OF 4 MIN INSIDE THE CABINET) 4. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL /4 0 8' EACH SSC ELECTRICAL OPENINGS AND EQUIPMENT PADS WITH THE ELECTRICAL WAY O.C. / I IA OPENINGS AND EQUIPMENT DETAIL AND SHOP DRAWINGS. R SHALL BE 3• ir ` \ THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND / \ D SLEEVES FOR PROPER DISTRIBUTION FOR ALL MIMES. • GPS ANTENNA \ ' yl< POWDER RIVER �i� , - ----'-1-, --1" CABINET MOUNTING FLANGE I ' f '� \ ((•„ ! 1• . I _1 '.1' • . 1. i / \\ BATTERY INFORMATION: 1 ' 1 - i \ ■ ' G l 7�\ II' . I . ' 1" := K am =- - `�\ 441.- ` (• \\ ' �� Ti N P LINK DURATION SERIES -TEL 12 -70 <`` J•' ,.` %' -;� A -- • • x ` y N o LA IN G U RESTING ONE -WAY PRESSURE -RELIEF VENT FOR SAFETY 11-'.1•---.1- ` r. -J �\.� I e1 • I L _ L J U 2. tHERMTHERMALLY IY WELDED CASE -TO COVER BOND ENSURING A 1L- TI- L J ' 1 f :� I `,. .� - - .., IV - �.' L . a ' ` LEAK -PROOF SEAL \ _ G� I' 1 d a t� I.• DISTRIBUTION PANEL ur' ► 3. FLAME- RETARDANT POLYPROPYLENE CASE AND COVER COMPLIANT f ' • / 28. WITH UL94 V -0 WITH AN OXYGEN L.IMRING INDEX OF GREATER THAN W RETPER PRECAST a I I d i I 4 SEATTLE, WA i POWER RECEPTACAL J / / B OF ttY.' MINUS / � 4. COMPLIES WITH UL 1778. 924. 1989 AND 94 V -0. G _ c i 5008 4 • 8' O.0 HED R 95% SLAB ( r � I - 2'• SCH. 40 PVC _ / t \ 5. UL- RECOGNIZED COMPONENT. EACH WAY COMPACTED) L N _ a �` POWER CONDUIT - /� �.s 011L1. � 6. NOT RESTRICTED FOR SURFACE TRANSPORT-CLASSIFIED AS 3/4' EDGE CHAMFER OF NON - HAZARDOUS MATERIAL AS RELATED TO DOT -CFR VIE 49 PARTS (TYP) 171 -189. GRADE t ,MI • CONCRETE SLAB TEL 12 -70 SPECIFICATIONS: - ^ - - - - - -4 - - - • min - CELLS PER UNIT = 8 11= t - VOLTAGE PER UNIT = 12.84 WEIGHT = 55 LBS -I 1 =1 1, 1 I =1' _ 11 -I 1- ELECTROLYTE = ABSORBED H2SO4 / SC = 1.300 I 1— 1±1 1— 1 11— I I 111'1 —1 VOLUME: 8.02' X 10.17' X 6.65' = 542.40 cu In MAX = 4 UNDISTURBED CO 0 N N cN W J h EQUIPMENT PLAN CONCRETE SLAB 2 CABINET MOUNTING DETAIL _ CC 24'x36" SCALE: 3/4' = 1' -0' I 24 "x36" SCALE: 3/4" = 1' -O" , 24 x36. SCALE 3/4. = 10' 3 3 O 11'x17 C 5" = 1' -.' 11'x17" 1... _: 1 = -f' ' • _ -•' 1D a N d • G. IY+ b Hp- � 0 GPS ANTENNA � O GPS ANTENNA mom CPS ANTENNA • ISTRIBUDON PANEL GPS ANTENNA \ - - SITE SUPPORT \ SITE SUPPORT CABINET \ '� ER RECEPTICAL \ Allik — ' -- CABINET • �' ' SITE SUPPORT CABINET , ',W.1• 1 "+ > -x{ ACCESS DO �\ 1 SITE SUPPORT CABINET \ L ACCESS DOOR DISTRIBUTION PANEL —� /''� ♦ / 2'8 SCH. 40 PVC p i..1==1 \ I / POWER CONDUIT 2't SCH. 40 PVC m \\ li ELECTRICAL PANEL POWER RECEPTACLE // o I POWER CONDOR I \ / \ . n a // -HVAC UNIT HVAC UNIT (DATE: 10 - -06 1 \ TELCO BOX I / // \ (DRAWN BY: CBK I \ _ I / L .: 2 DIA SCH. 40 PVC S i I / 1-. N (CHECKED BY: \ �j POWER CONDOR - I PHO To - • n 1 • b / TELC Box I \ \ \ I i REVISIONS •N 8 v - r Q �' NO. DATE DESCRIPTION INMAL N // j1 J I �J \ ® I IO- -D1 PRELIM CD'S CIA • , / lV W F 1 F \ / \ 2 ID -31-0A FINAL CD'S PHD / 2'0 SCH. 40 PVC \ TELCO CONDUIT e c46= o 0 / _ \ 1,,_.-_, / a CONCRETE SLAB I CONCRETE 1 o \ • N. CONCRETE SLAB / 2'6 SCH. 40 PVC \ SLAB I \ CRETE SLAB p / o o TELCO CONDOR i• m [CO m \ / II {. : c , . \-- - { _ _ I . I I -1 1 ! I I. __ < ! ��_. . NL�AB CONSTRUCTION STR ON E . - 1 1=I ! I I I - -- -- - - I - ! I ICI 1.- I_ I 1 -1 - - -! -: :: 1- I , I 1 -! -1_I I - -! I I-11 _... I T'I I -I - I — SHEET TITLE _III —I II _ I I I I ! I I— I - i i— ' — i I = 111=-1 = 1= '. =1 _ 1 =1 . — I I �_, , I — III= 1 I = � I ' '1=I _ CABINET DETAILS i I 11 = 1 11 =I I I =11 =111 =1 I —i - —i — I 1= ---- _I I I I —I I- I Iii - 1 I I _ _ I I I � — — -- — I -1 11 11 -1 I =1 I —I I: I i -I ' I =' I_ I' I= I I -1 I I I =I I 1_.- 1 _; I � .11 -1 I =1 1' - -I 1 I I =_I • 1 - =l l _I _ _, I ` I 1=1 I I i t =� l- 11= ' -' _ 1' -I II = I 111 - 11 1 = I 1 . ' � I i I — ; = I 1 ! I = I I I 1 . _ = I I - � 1 1 =: 1 I = 1 1 11= I I =I 1 1 =1 I =1 I i..7-' 11 - ! 11 'II — III -I 1 1 - 1 - - -I : -i -I . 1 - ! . I -- -. I I -- 11 - 1 I 11. i 1 . � � - -I I _..__I I -i : :.... 1 -I i I SHEET NUMBER CABINET ELEVATION - 7 CABINET ELEVATION c CABINET ELEVATION CABINET ELEVATION -77 A4 'x36' SCALE: 1' = 1' -0 4 24'x16' SCALE: 1' = 1' -0' ._, 1124' SCALE- 1' •• 1 6 24'x 1 6" SC ALE: 1" = 1' -0" / 11'0 7' S -..E: 1 = 1' - 11 - x17 CA • 1 2' = Y -.' . 11'x17 1 2' = 1' -0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w e ® 4400 CARILLON POINT KIRKLAND, WA 98033 t. a CAVATION Z-0 WARNING TAPE POWDER RIVER o.rarad l l UL LLC \, /\' \ ' / \��A / / \ / /\ \��'.• \� ':/ / \ / UNNECAVATED 7� �� A /. /\ \ RIC • ARD B. HALL . 'NZ / / / //\ / /\ COMPACTED FILL PER 7,..; - +/ , // .. / / \\/ i UIILIIY CO. REO. • p SEA Cn pp, A -o .. 4 0 OR 4' CONDUIT COMPACTED SAND 5008 (.� 40 PVC CONDUff �/�V// � ' OF �� NOT USED j CONDUIT TRENCH DETAILS 1 x17: SCALE: 1 /4" ' - I' -0 7 I f* ._ ANTENNA MOUNTING BRACKET Y.2 dC N N W J O I° Cf. = # 0111111\ K O O Si 3' 0.0. to 4 1/2' 0.D. O MOUNTING PIPE / • . H / ' ANTENNA MOUNTING HARDWARE .� �.t' ~� BY ANTENNA MANUFACTURER 4 STANDOFF ARM O BRACKET ASSEMBLY MICROWAVE STANDOFF n p \1. - — • w (DATE: 10 -28 -0B 1 ANTENNA ' -- - - - o (DRAWN BY: cBK — " , ' I kA .__ _'�� -- - - - MOUNTING PIPE 'CHECKED BY: PHD 1 Eli — '\ • • j [ C — I l REVISIONS 3 MIIIIIIIp II II el 4. NO. DATE DESCRIPfWN C IN fNL I l It - 1 IYM-0 P RELIM CO'S S CAR II�' _ • 3 Ib]Iq FINAL C' PAD I ICROWAVE MOUNTING t HARDWAACCIEUR DISH rr III 111 II / 4 041 111 M Ithlie . COAX JUMPER FROM • ANTENNA TO BTS NOT FOR CONSTRUCTION UNLESS BTS , • TABLED AS CONSTRUCTION SET STING MONOPOLE ii C_i� ,' SHEET TITLE J= ANTENNA DETAILS 11 SHEET NUMBER ANTENNA MOUNTING DETAIL BRACKET MOUNTING DETAIL' A5 24'x36' SCALE: 1' 1' -O' I `r NOT TO SCALE 1 11"x17' SCALE I /2' = I ' -0 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. clear w \ 4400 CARILLON POINT I I KIRKLAND, WA 98033 MANUFACTURER: KATHREIN CLEARWIRE ANTENNA INFORMATION PERT 45.3• 57 56 /0%1P 8.12' LENGTH: 45.3 WIDTH: 8.1' SECTOR ANTENNA BAND # AZIMUTH MODEL QTY. DOWNTILT RAD CENTER DEPTH: 2J' WEIGHT: 13.6 LBS FT. AGL MANUFACTURER: TRIMBLE A RED 1 60 KATHEREIN 1 0 88' - 8` P S UTIME 2000 POWDER RIVE R n WIDTH: 6.12' 6.1" 2.7" B BLUE 2 180' KATHEREIN 1 0 86' - 8' �� I WEIGHT: 12.8 02 C WHITE 3 300' KATHEREIN 1 0 86' -6` ■ D n N I 2' MW 23 GHz TBD RADIOWAVE 1 0 86' -6' 2' MW 23 GHz TBD RADIOWAVE 1 0 86' - ' � l 2' MW 23 GHz TBD RADIOWAVE 1 0 86' -6" {/ CD � GPS ANTENNA LOCATION OPTIONS: (1) EQUIPMENT CABINET; (2) ANTENNA MAST; (3) H- FRAME; FIELD VERIFY ` LABEL MARKING SHALL BE PLACED AT: r w . 1. WITHIN 12' OF CABLE AT BOTH ENDS 2. AT /NEAR TOWER MOB N SEATTLE, WA 3. PRIOR TO ENTRY INTO THE CABINET FOR A CABLE SUPPORT BRIDGE 5008 � *COORDINATE BACKHAUL INSTALLATION WITH H FINAL ENGS _j_; _1 , � OF O ANTENNA INFROMATION NOT USED GPS SPECIFICATION - ANTENNA SPECIFICATIO NOT TO SCALE 12, NOT USED 1 1 24'x36" SCALE: 3' = 1 -0" 10 84'x38' SCALE: 1' = 1- 9 11 "x17' SCALE: I 1/2" - 1 -0' 11 x17 SCALE: 1/2' = 1 TT / 2' -1~ MANUFACTURER: RADIOWAVE 1�AI PART / HP2 -23 DIAMETER: 24' DEPTH: 8.2' Q OFFSET: 12.2' N N WEIGHT: 27 LBS N - 1\ I�x�l i J QI - 411191 Iii /l V = d' C \ N L7 �C J °i i O s-1 H -4* ..14\) 0 4 ©: i 1 - ° � MICROWAVE SPECIFICATION (DATE: 10-28-08 24 ' 1 } 6 x17 SCALE 3/4' - -0"l 6 'DRAWN BY: ceK ( e . .‘ 0 'CHECKED BY: PHD r. IN 10` REVISIONS — MANUFACTURER: MOTOROLA NO. DATE DESCRIPTION INITIAL 1E1 \ PMT M 1 111-211-03 PRELIM CO CBK L E N G T 10" 7 ID FINAL CG'S PHD i ii r� f( 11 LENGTH: 34.9' L .I / ` II ® ' i'' DEPTH: 5.0" IIMI — + ® WEIGHT: rl W 111 ® ", 1 I - - . N I i ' 1 - IP — NOT FOR CONSTRUCTION UNLESS LABLED AS CONSTRUCTION SET SHEET TITLE RADIO FREQUENCY DETAILS is" 1.1 u \ SHEET NUMBER ANTENNA PLAN' BTS SPECIFICATION jRF1 24',36' SCALE: 3/4' = 1' -0'I `"r 24'x36' SCALE 1 1/2' = I' -0" 1 11'x17' CALE 3/8" - 1' -0' 11'x17" SCALE 3/4" = I' -0' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. . TEST WELL (6 OR B PVC) TEST LOOP 12• MAX. WITH HMO REMOVABLE COVER BELOW GRADE clear w ' r e (E) GRADE 1 FINISHED GRADE IMIStn. WI Wage 4400 CARILLON POINT n id 0 � _? i . _[ 1 07,. . , ; '!-�.n T? = _ _ COMPACTED KIRKLAND. WA 98033 1 _ A ft - - �- _ _ _ _ _ G * 11 - 11( iii - 1 —i 11- -11 111 -11 -111 I I —I I t E • FILL 1 dd = —III 111-111 III- UITUTY -120 /2401' g ' — III III II III —I �I II1 -1I II I —I (E) OR (N) COMPOUND — __�__ -__ __ __�__ __�__�_ -�__� 1- PHASE 3W =I ! I 1 I- - III I I III I V " r • n GROUND ROD COPPER CLAD STEEL • _ 5/8 %10' -O LONG, 10' 0.0 (TYP.) /2 AWG BCW SOUR TINNED (3)-#3 IN POWDER R 1 V E R R a5 > - l- / /� ` -. BARE COPPER GROUND RING 2• CONDUIT K>�P� 81•01m, --- ° -- °_ - �7°_ l� I - -- -- 0- -- a- --a— GROUND CONDUCTOR _ I I - 1 L1 ,- 11 1 -11 VV - \ \ . #2 SOLD TINNED BARE COPPER —III I Flu. MPACTED LL OR UNDISTURBED EARTH /\ L ' (PER LOCAL SITE CONOTITONS CADWELD ( M 100A METER (BY CONNECTION �J CONTRACTOR) D AA IN 1 -/4 GN 2• CONDUIT / • I - u• , , C • L 5/8 BY 10' LONG ti \ HAL ■ GROUNDING ROD AT M me: J� 10' O.C.(SEE GROUNDING PLAN • rA 40A CIRCUIT BREAKER - +� /� TEST WELL & GROUND RING DETAIL METERBASE� v' SEA TWA • c, NOT TO SCALE 16 NOT TO SCALE I V � . �A -t OF & 3 -/3 1 -+3 O CND S/� 3 0.D. GALVANIZED STEEL POST AND CAP IN 2 CONDUIT NOTES: LEGENDS: ` (6' HIGH) (TYP.) 1. SERVICE POWER TO EQUIPMENT CABINET SHALL BE I20/240VAC, 40A ® GROUND ROD DISCONNECT T SINGLE PHASE. I.. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE TEST WELL 100 AMP, 12O/240V 1 -PHASE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL I ELECTRIC METER BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND ��, 40A DISTRIBUTION PANEL. E. MUTT. MECHANICAL CONNECTION / � / J (DOUBLE HOLE LUG) ELECTRIC CONDUCTORS IN 2• SCH. 40 SWITCH AND WC POWER iVSSTVSS I..I..I v J CN a 3. AL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE (PROVIDED WITH OUTDOOR POWER N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 11111 = d.. J KC'' • CADWELD CONNECTION CABINET) _) O • 4. LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, . 3 GENERATOR I POWER & GENERATOR 2 POWER. 12R3 SHALL BE CO O U LOCATED WITHIN NEW 3R JUNCTION BOX. LPITs SHOULD BE FUSED GROUNDING CONDUIT F C- cc ' TO ELIMINATE THE R OF A LPR FAULT /FAIWRE CAUSING THE A I I" Q MAIN POWER FUSES TO TRIP. 5. GROUND CABINET TO COSTING BUILDING STEEL ` O C Ng I V t/----+ FINISHED GRADE o O I Y CO 1 `• ; 1 L .r _ucr___cor (DATE: 10 -28 -DB r 9 ' 'DRAWN BY: CBK l I/ CHECKED BY: PHD a• METERBASE r---,,-- SINGLE LINE DIAGRAM .'_■ I GROUND ROD NOT TO SCALE NOT TO SCALE S (N) MECHANICAL CONNECTXON FROM I �� - - - - - 1 , I OF 2) REVISIONS BREAKER BOX TO THE TELCO BOX AND I NO. DAT DESC RIPTION IN CLE ARWIRE GRO RING TO THE GB IN TELCO DOS. USE 2 1 �' I I (CONNECTED TO (E) TOWE I II-We PRELIM cD'S ERR IN LIOUIOTTTE CONDUIT I GROUND RING IN (2) PLACES F TRENCH i I 2 ID FINAL cD s PAD TINNED COPPER I I • Ni I PIGTAIL FROM GROUND BAR FlGRADEED TELCO BOX TO GROUND RING L J �� (N) FANTAIL FROM GROUND BAR IN TELCO BOX GROUND RING. USE I ° Ire' 0��� y A�� , �� , I I TELCO BOX GROUND BAR 'N431 ``':4I A CLEARWIRE MECHANICAL CONNECTH i' M . I • '. UNDISTURBED SOIL j ` ` NOT FOR CONSTRUCTION UNLESS I INTERNAL SITE C SUPPORT `]�� ` UTILITY WARNING TAPE TABLED AS CONSTRUCTION SET • CABINET (SSC) GROUND BAR �� • i • ,t.. ``!< ' * "(44 • `�` y ,c ,` ic SCHEDULE 40 PVC • #4 ,''� '�'' -�!- ` COMPACTED SELECT ROCK, FREE SHEET TITLE ELEC GROUNDING PLAN & DETAILS FOR ELECTRIC AND �'��•� �'��•� BACK (SUITABLE ON SITE TELEPHONE CONDUITS MATERIAL) OR SAND OR PEA TEST WELL CO CONDITIONS ON SITE SHEET NUMBER EQUIPMENT GROUNDING DETAIL A NOT USED[Z TRENCHING DETAIL� '' El NOT TO SCALE 1 `T I 2 NOT TO SCALE I 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.