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, 200 coo 1079 N. 204 Avenue v` " Elkhorn, NE 68022 SEMAAN ENGINEERING SOLUTIONS Ph: 402 - 289 -1888 Fax: 402 - 289 -1861 E.CEIVED 98 ft SUMMIT Monopole .p,N 2 3 2007 Structural Analysis CITY Ur 1 IGARO BUILDING DIVISION Prepared for: T- Mobile USA 12920 SE 38th Street Bellevue, WA 98006 • Site: P001316D /1-5 & Hwy 217 / Clearwire Tigard, OR f op P R OFFS . 4 72334 JUNCO 4 RT \01 1 I V January 4, 2007 OFFICE COPY CITY OF TIGARD Approved . I] Thnditionally Approved F ) r. )r only the wRRrk s described in P_HMITNO. �►�+ , -DO ow% See Letter to: Follow I Job Address/4W 51v 7 Di.: MAt► Date: „�� Mr. Charles Cook T- Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Re: Site Number PO01316D —1 -5 & Hwy 217, Tigard, OR. Dear Mr. Cook: We have completed the structural analysis for the existing monopole, located at the above referenced site. The purpose of this analysis is to determine that the existing monopole design is in conformance with the TIA/EIA -222 Rev F standard and local building codes for the proposed antennae loads installation. Refer to the Review and Recommendations section at the end of this report for the analysis results. Description of Structure: The structure is a 98 ft SUMMIT Monopole. Refer to PJF job No A29296 -20 dated January 26, 1996 for a detailed description of the structure. Method of analysis: The tower was analyzed using Semaan Engineering Solutions' software suite for communication structures. The structural analysis is performed using the SAPS finite element engine. The method is 3D, non - linear, which accounts for the second order geometric effects due to the displacements. It also treats guys as exact cable elements and therefore is ideal for guyed towers. The analysis was performed in conformance with TIA/EIA -222 Rev F and local building codes for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed (fastest mile). This wind speed is equivalent to a 100 mph 3- second gust per the IBC 2003. This is in conformance with the IBC 2003: Section 1609.1.1, Exception (5) and Section 3108.4. Wind is applied to the structure, accessories and antennas. • Page 2 Structure loading: The following loads were used in the tower analysis: Elev (ft) Qty Antennas Mounts Coax Carrier 103.0 12 S20045A1 LNA Platform w/Rail Tip 12 RR65- 19 -02DP (24) 1 5/8 T- Mobile 90.0 _ 1 4 ft Dish Dish Mount (1) 1 5/8 _ Proposed Loads: Elev (ft) Qty Antennas Mounts Coax Carrier 4 840 10057 (4) 5/16 83.0 Tip 4 Nextnet BTS -2500 Pipe Mount Clearwire 1 GPS antenna (1) 5/16 4 HP2 -23 (4) 5/16 All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. All transmission lines are assumed running inside of pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Structure: The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 103.7 %; which is within acceptable engineering tolerances. Foundation: Pole Reactions Original Design Current Analysis % Of Reactions Reactions Design Moment (ft-kips) 600.00 592.60 98.8 Shear (kips) 8.00 7.69 96.2 The analysis reactions are less than the design reactions therefore no foundation modifications are required. Review and Recommendations: • Based on the analysis results, the existing structure meets the requirements per the TIA/EIA -222 Rev F standards for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed. This wind speed is equivalent to a 100 mph 3- second gust. • Page 3 SEMAAN ENGINEERING SOLUTIONS Job Information 1079 N.204t Avenue Pole : P0013160 Code: TIA/EIA -222 Rev F Elkhorn, NE 68022 Description : Phone: 402 - 289 -1888 Client : T- Mobile USA -WA Fax: 402-289-1861 Location : 1 -5 & Hwy 217, Tigard, OR Shape : 18 Sides Base Elev (ft): 0.00 Copyright SemaanEngineenngSolutions, Inc Height: 98.00 (ft) Taper: 0.152041(in/ft) Sections Properties Overlap 98' -0" I I I I Shaft Length Accross Flats Thick Joint L ength Taper Grade " " Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 35.000 22.578 27.900 0.250 0.000 0.152041 60 2 35.000 18.164 23.486 0.188 Slip Joint 42.000 0.152041 65 90' -0" ' 3 34.000 13.750 18.919 0.188 Slip Joint 30.000 0.152041 65 Discrete Appurtenance Attach Force 81'-3" 1 n I Elev (ft) Elev (ft) Qty Description 041 34'-0" 98.000 99.500 1 Platform w /Rail 3/ 16" Thick 98.000 100.000 12 S20045A1 LNA (65 KSI) 98.000 100.000 12 RR65- 19 -02DP 90.000 90.000 1 4 ft Dish 81.250 81.250 4 84010057 81.250 81.250 4 Nextnet BTS -2500 81.250 81.250 1 GPS antenna 66' -0" 81.250 79.250 4 HP2 -23 81.250 81.250 1 Pipe Mount 30" Linear Appurtenance 64' -0" Elev (ft) Exposed t From To Description To Wind 0.000 83.000 5/16" Coax No 0.000 83.000 5/16" Coax No 0.000 83.000 5/16" Coax No 35-0" 98' 4" 0.000 90.000 1 5/8" Coax No 3/16" Thick 0.000 98.000 1 5/8" Coax No (65 KSI) Load Cases No Ice 80.00 mph Wind with No Ice Ice 69.28 mph Wind with Ice 35-0" 1 Twist/Sway 50.00 mph Wind with No Ice A Reactions Moment Shear Axial 42" Load Case (Kip -ft) (Kips) (Kips) 31'-6" 1----v No Ice 592.60 7.69 9.57 Ice 518.72 6.49 12.05 Twist/Sway 232.02 3.00 9.59 35-0" Dish Deflections 1/4" Thick (60 KSI) Attach Deflection Rotation Load Case Elev (ft) (in) (deg) Twist/Sway 81.25 22.877 2.701 ` Twist/Sway 90.00 27.977 2.853 0'0" I I Load Case : No Ice Max Stress 103.7% at 35.0ft 2.60 98.000 - 6.12 95.000 Of 11. 41 90.000 16.72 85.000 20.18 _. 52 80.000 52. 27.38 75.000 32.19 IIIIIINIMIIII Ill 70.000 35.14 ,�� 66.500 -� .82 1 52 64.000 ILEI 41.49 mum 60.000 . 44.71 � 5.000 47.50 Kg a 0.000 49.93 I w 5.000 52 05 40.000 II53!90J 35.000 si 43.01 30.000 44.40 iiiiita 25.000 43.32 13 20.000 46.13 13 15.000 46.83 I 10.000 47.45 5.000 7 14197 0.000 r 4.81 9.81 14.81 19.81 24.81 29.81 34.81 39.81 44.81 a181 54.81 Stresses (ksi) Load Case : Ice Max Stress 92.7% at 35.0ft 2.31 98.000 5.64 a 95.000 10. LEI 90.000 15.23 LEI 85.000 18 52 80.000 24.90 52 75.000 • 29.24; IIIIIIIIII 1E91 70.000 31.88 66.500a1.29 52 64.000 iii3 37.54 60.000 40.36 1 x 5.000 - I c 42.78 0 0.000 R m 44.86 la w 5.000 L . 1 5 40.000 8 . ni 35.000 38 38 '■--- ,, -VOW r' EMI 30.000 L 48 39.50a 25.000 40.22 In 20.000 40.84 48 15.000 M 41.36 48 10.000 j Eit 5.000 0.000 2.86 7.86 12.86 17.86 22.86 27.86 32.86 37.86 42.86 CD 52.86 Stresses (ksi) Load Case : Twist/Sway Max Stress 41.2% at 35.0ft 1.01 98.000 - 2 95.000 — 4.61 lal 90.000 672 85.000 g OS -�) 52' 80.000 10.98 all 75.000 - {} 1288 70.000 14.0 - (7- 4 66.500 ' 4 i 52. 64.000 '! 52 16.55 60.000 7 1781 c 5.000 8.91 1 . 0 0.000 m 19. Oil iu 5.000 L 40.000 21. 42 35.000 17.09 P 30.000 48 17. 64 iibzum 25.000 - 18.00 48 20.000 18.32 48 15.000 [ 18.60 48 10.000 ` 18.84 48 5.000 � 19.05 48 0.000 2.86 7.86 12.86 17.86 22.86 27.86 32.86 37.86 42.86 c 52.86 Stresses (ksi) Pole : P001316D Code: TIA/EIA -222 Rev F CopyrightSemaan Engineering Solutions, Inc Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/20071:20:58 PM Height : 98.000 (ft) Page: 1 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) / x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) v Shaft Section Properties Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (in ^4) Ratio Ratio (In) (ft) (sqin) (in "4) Ratio Ratio (in /ft) 1 35.000 0.2500 60 0.00 2,361 27.90 0.000 21.94 2119.2 18.27111.60 22.578 35.00 17.72 1116.0 14.51 90.31 0.15204 2 35.000 0.1875 65 Slip Joint 42.00 1,463 23.48 31.50 13.86 950.8 20.68125.26 18.164 66.50 10.70 436.8 15.67 96.88 0.15204 3 34.000 0.1875 65 Slip Joint 30.00 1,112 18.91 64.00 11.15 494.2 16.38100.90 13.750 98.00 8.07 187.6 11.52 73.33 0.15204 Shaft Weight 4,936 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) 98.00 Platform w /Rail 1 800.00 18.000 1.00 1040.00 22.000 1.00 0.000 1.500 98.00 S20045A1 LNA 12 9.92 0.762 0.74 15.03 0.953 0.74 0.000 2.000 98.00 RR65- 19 -02DP 12 23.00 5.880 0.67 52.00 6.850 0.67 0.000 2.000 90.00 4 ft Dish 1 119.00 10.850 1.00 189.00 11.310 1.00 0.000 0.000 81.25 840 10057 4 10.00 2.491 1.00 24.19 2.968 1.00 0.000 0.000 81.25 Nextnet BTS -2500 4 35.00 2.120 0.67 48.31 2.430 0.67 0.000 0.000 81.25 GPS antenna 1 50.00 2.000 1.00 100.00 3.000 1.00 0.000 0.000 81.25 HP2 -23 4 90.00 3.960 0.50 128.00 4.300 0.50 0.000 -2.000 81.25 Pipe Mount 1 250.00 5.000 1.00 425.00 7.500 1.00 0.000 0.000 Totals 40 2154.04 3360.36 Number of Loadings : 9 Linear Appurtenance Properties Elev Elev - No Ice - Ice From To Weight CaAa Weight CaAa Exposed (ft) (tt) Description (lb /ft) (sf /ft) (Ib /ft) (sf /ft) To Wind 0.00 98.00 (24) 1 5/8" Coax 24.00 0.00 24.00 0.00 N 0.00 90.00 (1) 1 5/8" Coax 1.04 0.00 1.04 0.00 N 0.00 83.00 (4) 5/16" Coax 0.32 0.00 0.32 0.00 N 0.00 83.00 (4) 5/16" Coax 0.32 0.00 0.32 0.00 N 0.00 83.00 (1) 5/16" Coax 0.08 0.00 0.08 0.00 N Total Weight 2,505.34(lb) 2,505.36(Ib) Pole : PO01316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:58 PM Height : 98.000 (ft) Page: 2 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) U x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Segment Properties (Max Len : 5ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t Fy Fb Weight (ft) Description (in) (in) (in ^2) (in ^4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.2500 27.900 21.939 2,119.2 18.27 111.60 60 48 0.0 5.00 0.2500 27.140 21.336 1,949.1 17.73 108.56 60 48 368.1 10.00 0.2500 26.379 20.733 1,788.5 17.20 105.52 60 48 357.9 15.00 0.2500 25.619 20.130 1,636.9 16.66 102.48 60 48 347.6 20.00 0.2500 24.859 19.527 1,494.1 16.12 99.44 60 48 337.4 25.00 0.2500 24.099 18.923 1,359.8 15.59 96.40 60 48 327.1 30.00 0.2500 23.339 18.320 1,233.9 15.05 93.35 60 48 316.8 31.50 Bot - Section 2 0.2500 23.111 18.139 1,197.7 14.89 92.44 60 48 93.0 35.00 Top - Section 1 0.1875 22.953 13.548 887.2 20.18 122.42 65 52 376.8 40.00 0.1875 22.193 13.096 801.2 19.46 118.36 65 52 226.7 45.00 0.1875 21.433 12.643 721.0 18.75 114.31 65 52 219.0 50.00 0.1875 20.673 12.191 646.4 18.03 110.26 65 52 211.3 55.00 0.1875 19.913 11.739 577.0 17.32 106.20 65 52 203.6 60.00 0.1875 19.152 11.286 512.9 16.60 102.15 65 52 195.9 64.00 Bot - Section 3 0.1875 18.544 10.924 465.1 16.03 98.90 65 52 151.2 65.00 0.1875 18.392 10.834 453.6 15.89 98.09 65 52 74.8 66.50 Top - Section 2 0.1875 18.539 10.921 464.7 16.02 98.88 65 52 111.0 70.00 0.1875 18.007 10.604 425.4 15.52 96.04 65 52 128.2 75.00 0.1875 17.247 10.152 373.3 14.81 91.98 65 52 176.6 80.00 0.1875 16.487 9.700 325.6 14.09 87.93 65 52 168.9 81.25 0.1875 16.297 9.587 314.3 13.91 86.92 65 52 41.0 85.00 0.1875 15.726 9.247 282.1 13.38 83.87 65 52 120.2 90.00 0.1875 14.966 8.795 242.7 12.66 79.82 65 52 153.5 95.00 0.1875 14.206 8.342 207.1 11.95 75.77 65 52 145.8 98.00 0.1875 13.750 8.071 187.6 11.52 73.33 65 52 83.8 4,935.9 • Pole : PO01316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, inc • Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:58 PM Height : 98.000 (ft) Page: 3 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) U x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 27 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 qzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf tin/ (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 0.00 1.00 16.384 27.689 185.99 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 16.384 27.689 180.93 0.650 0.000 5.00 11.467 7.45 206.4 0.0 368.1 10.00 0.00 1.00 16.384 27.689 175.86 0.650 0.000 5.00 11.150 7.25 200.7 0.0 357.9 15.00 0.00 1.00 16.384 27.689 170.79 0.650 0.000 5.00 10.833 7.04 195.0 0.0 347.6 20.00 0.00 1.00 16.384 27.689 165.72 0.650 0.000 5.00 10.516 6.84 189.3 0.0 337.4 25.00 0.00 1.00 16.384 27.689 160.65 0.650 0.000 5.00 10.200 6.63 183.6 0.0 327.1 30.00 0.00 1.00 16.384 27.689 155.59 0.650 0.000 5.00 9.883 6.42 177.9 0.0 316.8 31.50 Bot - Section 2 0.00 1.00 16.384 27.689 154.07 0.650 0.000 1.50 2.903 1.89 52.2 0.0 93.0 35.00 Top - Section 1 0.00 1.01 16.662 28.158 151.79 0.650 0.000 3.50 6.772 4.40 124.0 0.0 376.8 40.00 0.00 1.05 17.310 29.253 152.07 0.650 0.000 5.00 9.406 6.11 178.8 0.0 226.7 45.00 0.00 1.09 17.902 30.255 149.36 0.650 0.000 5.00 9.089 5.91 178.7 0.0 219.0 50.00 0.00 1.12 18.449 31.179 146.24 0.650 0.000 5.00 8.772 5.70 177.8 0.0 211.3 55.00 0.00 1.15 18.959 32.040 142.80 0.650 0.000 5.00 8.455 5.50 176.1 0.0 203.6 60.00 0.00 1.18 19.436 32.846 139.06 0.650 0.000 5.00 8.139 5.29 173.8 0.0 195.9 64.00 Bot - Section 3 0.00 1.20 19.797 33.458 135.89 0.650 0.000 4.00 6.283 4.08 136.6 0.0 151.2 65.00 0.00 1.21 19.885 33.606 135.08 0.650 0.000 1.00 1.570 1.02 34.3 0.0 74.8 66.50 Top - Section 2 0.00 1.22 20.015 33.826 133.84 0.650 0.000 1.50 2.332 1.52 51.3 0.0 111.0 70.00 0.00 1.24 20.311 34.325 133.66 0.650 0.000 3.50 5.330 3.46 118.9 0.0 128.2 75.00 0.00 1.26 20.715 35.009 129.28 0.650 0.000 5.00 7.345 4.77 167.1 0.0 176.6 80.00 0.00 1.28 21.101 35.660 124.73 0.650 0.000 5.00 7.028 4.57 162.9 0.0 168.9 81.25 Appertunance(s) 0.00 1.29 21.194 35.819 123.56 0.650 0.000 1.25 1.707 1.11 39.8 0.0 41.0 85.00 0.00 1.31 21.469 36.283 120.01 0.650 0.000 3.75 5.004 3.25 118.0 0.0 120.2 90.00 Appertunance(s) 0.00 1.33 21.823 36.881 115.15 0.650 0.000 5.00 6.394 4.16 153.3 0.0 153.5 95.00 0.00 1.35 22.163 37.455 110.14 0.650 0.000 5.00 6.078 3.95 148.0 0.0 145.8 98.00 Appertunance(s) 0.00 1.36 22.360 37.789 107.08 0.650 0.000 3.00 3.494 2.27 85.8 0.0 83.8 Totals: 98.00 3,430.1 0.0 4,935.9 Pole : PO01316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineenng Solutions, Inc • Location : 1-5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:58 PM Height : 98.000 (ft) Page: 4 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) / x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 27 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 t:aAa Ecc Ecc FX Y Z Loaa (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (lb -ft) (Ib -ft) (Ib) 81.25 840 10057 4 21.194 35.819 1.00 9.96 0.000 0.000 356.90 0.00 0.00 40.00 81.25 Nextnet BTS -2500 4 21.194 35.819 0.67 5.68 0.000 0.000 203.51 0.00 0.00 140.00 81.25 GPS antenna 1 21.194 35.819 1.00 2.00 0.000 0.000 71.64 0.00 0.00 50.00 81.25 HP2 -23 4 21.044 35.565 0.50 7.92 0.000 -2.000 281.67 0.00 - 563.34 360.00 81.25 Pipe Mount 1 21.194 35.819 1.00 5.00 0.000 0.000 179.09 0.00 0.00 250.00 90.00 4 ft Dish 1 21.823 36.881 1.00 10.85 0.000 0.000 400.16 0.00 0.00 119.00 98.00 Platform w /Rail 1 22.458 37.954 1.00 18.00 0.000 1.500 683.16 0.00 1,024.75 800.00 98.00 S20045A1 LNA 12 22.490 38.008 0.74 6.77 0.000 2.000 257.18 0.00 514.37 119.04 98.00 RR65- 19 -02DP 12 22.490 38.008 0.67 47.28 0.000 2.000 1,796.83 0.00 3,593.66 276.00 4,230.14 2,154.04 Pole : P001316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Y Location : 1 -5 & Hwy 217, Tigard, OR 1/4/2007 1:20:58 PM Height : 98.000 (ft) Page: 5 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) U Load Case: No Ice 80.00 mph Wind with No Ice 27 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) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 206.37 496.94 0.00 0.00 10.00 200.67 486.68 0.00 0.00 15.00 194.97 476.42 0.00 0.00 20.00 189.27 466.15 0.00 0.00 25.00 183.57 455.89 0.00 0.00 30.00 177.87 445.63 0.00 0.00 31.50 52.25 131.69 0.00 0.00 35.00 123.95 466.92 0.00 0.00 40.00 178.84 355.46 0.00 0.00 45.00 178.74 347.76 0.00 0.00 50.00 177.78 340.06 0.00 0.00 55.00 176.09 332.37 0.00 0.00 60.00 173.76 324.67 0.00 0.00 64.00 136.64 254.19 0.00 0.00 65.00 34.30 100.56 0.00 0.00 66.50 51.27 149.68 0.00 0.00 70.00 118.91 218.34 0.00 0.00 75.00 167.13 305.37 0.00 0.00 80.00 162.90 297.68 0.00 0.00 81.25 1,132.56 913.22 0.00 - 563.34 85.00 118.01 215.32 0.00 0.00 90.00 553.44 397.68 0.00 0.00 95.00 147.96 265.79 0.00 0.00 98.00 2,823.01 1,350.82 0.00 5,132.77 Totals: 7,660.27 9,595.27 0.00 4,569.43 • Pole : P001316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:58 PM Height : 98.000 (ft) Page: 6 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 tin) Base Elev : 0.000 (ft) X Taper : 0.11 (in /ft) Load Case: No Ice 80.00 mph Wind with No Ice 27 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 -7.693 -9.569 0.000 0.000 0.000 - 592.600 0.000 0.000 0.000 0.000 5.00 -7.546 -9.022 0.000 0.000 0.000 - 554.137 -0.205 0.000 0.205 -0.385 10.00 -7.399 -8.487 0.000 0.000 0.000 - 516.409 -0.817 0.000 0.817 -0.776 15.00 -7.251 -7.963 0.000 0.000 0.000 - 479.416 -1.840 0.000 1.840 -1.172 20.00 -7.103 -7.452 0.000 0.000 0.000 -443.161 -3.281 0.000 3.281 -1.572 25.00 - 6.955 -6.953 0.000 0.000 0.000 -407.644 -5.144 0.000 5.144 -1.977 30.00 -6.791 -6.483 0.000 0.000 0.000 - 372.868 -7.433 0.000 7.433 -2.386 31.50 -6.756 -6.329 0.000 0.000 0.000 - 362.683 -8.202 0.000 8.202 -2.513 35.00 -6.647 -5.827 0.000 0.000 0.000 - 339.037 - 10.153 0.000 10.153 -2.805 40.00 -6.494 -5.429 0.000 0.000 0.000 - 305.804 - 13.309 0.000 13.309 -3.216 45.00 -6.339 -5.037 0.000 0.000 0.000 - 273.336 - 16.950 0.000 16.950 -3.730 50.00 - 6.179 -4.656 0.000 0.000 0.000 - 241.640 - 21.126 0.000 21.126 -4.238 55.00 - 6.015 -4.287 0.000 0.000 0.000 - 210.743 - 25.828 0.000 25.828 -4.736 60.00 -5.843 -3.935 0.000 0.000 0.000 - 180.670 - 31.041 0.000 31.041 -5.218 64.00 -5.698 -3.672 0.000 0.000 0.000 - 157.298 - 35.568 0.000 35.568 -5.593 65.00 -5.661 -3.564 0.000 0.000 0.000 - 151.600 - 36.748 0.000 36.748 -5.687 66.50 -5.608 -3.398 0.000 0.000 0.000 - 143.109 - 38.554 0.000 38.554 -5.826 70.00 -5.486 -3.161 0.000 0.000 0.000 - 123.480 - 42.933 0.000 42.933 -6.130 75.00 -5.304 -2.844 0.000 0.000 0.000 - 96.049 - 49.541 0.000 49.541 -6.497 80.00 -5.116 -2.551 0.000 0.000 0.000 - 69.531 - 56.505 0.000 56.505 -6.812 81.25 -3.886 -1.770 0.000 0.000. 0.000 - 63.136 - 58.294 0.000 58.294 -6.885 85.00 -3.748 -1.558 0.000 0.000 0.000 -48.562 - 63.767 0.000 63.767 -7.074 90.00 -3.153 -1.224 0.000 0.000 0.000 - 29.820 - 71.269 0.000 71.269 -7.272 95.00 -2.974 -0.975 0.000 0.000 0.000 - 14.054 - 78.940 0.000 78.940 -7.401 98.00 -2.823 0.000 0.000 0.000 0.000 -5.133 - 83.592 0.000 83.592 -7.440 Pole : P001316D Code: TIA/EIA -222 Rev F CopynghtSemaan Engineenng Solutions, Inc • Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 7 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) U x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 27 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 0.44 0.71 0.00 0.00 0.00 47.53 47.99 48.0 0.0 1.000 5.00 0.42 0.71 0.00 0.00 0.00 47.01 47.45 48.0 0.0 0.989 10.00 0.41 0.72 0.00 0.00 0.00 46.41 46.83 48.0 0.0 0.976 15.00 0.40 0.73 0.00 0.00 0.00 45.72 46.13 48.0 0.0 0.961 20.00 0.38 0.73 0.00 0.00 0.00 44.92 45.32 48.0 0.0 0.945 25.00 0.37 0.74 0.00 0.00 0.00 44.01 44.40 48.0 0.0 0.925 30.00 0.35 0.75 0.00 0.00 0.00 42.97 43.34 48.0 0.0 0.903 31.50 0.35 0.75 0.00 0.00 0.00 42.64 43.01 48.0 0.0 0.896 35.00 0.43 0.99 0.00 0.00 0.00 53.44 53.90 52.0 0.0 1.037 40.00 0.41 1.00 0.00 0.00 0.00 51.61 52.05 52.0 0.0 1.001 45.00 0.40 1.01 0.00 0.00 0.00 49.50 49.93 52.0 0.0 0.961 50.00 0.38 1.02 0.00 0.00 0.00 47.09 47.50 52.0 0.0 0.914 55.00 0.37 1.03 0.00 0.00 0.00 44.31 44.71 52.0 0.0 0.860 60.00 0.35 1.04 0.00 0.00 0.00 41.11 41.49 52.0 0.0 0.798 64.00 0.34 1.05 0.00 0.00 0.00 38.21 38.59 52.0 0.0 0.742 65.00 0.33 1.05 0.00 0.00 0.00 37.45 37.82 52.0 0.0 0.728 66.50 0.31 1.03 0.00 0.00 0.00 34.78 35.14 52.0 0.0 0.676 70.00 0.30 1.04 0.00 0.00 0.00 31.84 32.19 52.0 0.0 0.619 75.00 0.28 1.05 0.00 0.00 0.00 27.04 27.38 52.0 0.0 0.527 80.00 0.26 1.06 0.00 0.00 0.00 21.45 21.79 52.0 0.0 0.419 81.25 0.18 0.82 0.00 0.00 0.00 19.94 20.18 52.0 0.0 0.388 85.00 0.17 0.82 0.00 0.00 0.00 16.49 16.72 52.0 0.0 0.322 90.00 0.14 0.72 0.00 0.00 0.00 11.20 11.41 52.0 0.0 0.220 95.00 0.12 0.72 0.00 0.00 0.00 5.87 6.12 52.0 0.0 0.118 98.00 0.00 0.70 0.00 0.00 0.00 2.29 2.60 52.0 0.0 0.050 Pole P001316D Code: TIA/EIA -222 Rev F Copyright Semaan En Solutions, Inc • Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 8 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) / x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) z/ Load Case: Ice 69.28 mph Wind with Ice 27 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 qzGh 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 20.766 161.07 0.650 0.500 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 12.287 20.766 156.68 0.650 0.500 5.00 11.883 7.72 160.4 85.3 453.4 10.00 0.00 1.00 12.287 20.766 152.29 0.650 0.500 5.00 11.566 7.52 156.1 82.9 440.8 15.00 0.00 1.00 12.287 20.766 147.90 0.650 0.500 5.00 11.250 7.31 151.8 80.6 428.2 20.00 0.00 1.00 12.287 20.766 143.52 0.650 0.500 5.00 10.933 7.11 147.6 78.3 415.6 25.00 0.00 1.00 12.287 20.766 139.13 0.650 0.500 5.00 10.616 6.90 143.3 75.9 403.0 30.00 0.00 1.00 12.287 20.766 134.74 0.650 0.500 5.00 10.299 6.69 139.0 73.6 390.4 31.50 Bot - Section 2 0.00 1.00 12.287 20.766 133.42 0.650 0.500 1.50 3.028 1.97 40.9 21.9 114.9 35.00 Top - Section 1 0.00 1.01 12.496 21.118 131.45 0.650 0.500 3.50 7.064 4.59 97.0 50.7 427.4 40.00 0.00 1.05 12.982 21.939 131.69 0.650 0.500 5.00 9.822 6.38 140.1 70.0 296.7 45.00 0.00 1.09 13.426 22.690 129.34 0.650 0.500 5.00 9.505 6.18 140.2 67.7 286.6 50.00 0.00 1.12 13.836 23.383 126.65 0.650 0.500 5.00 9.189 5.97 139.7 65.3 276.6 55.00 0.00 1.15 14.218 24.029 123.66 0.650 0.500 5.00 8.872 5.77 138.6 63.0 266.6 60.00 0.00 1.18 14.576 24.633 120.43 0.650 0.500 5.00 8.555 5.56 137.0 60.6 256.5 64.00 Bot - Section 3 0.00 1.20 14.847 25.092 117.68 0.650 0.500 4.00 6.616 4.30 107.9 47.0 198.2 65.00 0.00 1.21 14.913 25.203 116.98 0.650 0.500 1.00 1.654 1.07 27.1 11.9 86.7 66.50 Top - Section 2 0.00 1.22 15.011 25.368 115.90 0.650 0.500 1.50 2.457 1.60 40.5 17.6 128.7 70.00 0.00 1.24 15.232 25.743 115.75 0.650 0.500 3.50 5.621 3.65 94.1 40.0 168.2 75.00 0.00 1.26 15.536 26.255 111.96 0.650 0.500 5.00 7.761 5.04 132.5 54.8 231.3 80.00 0.00 1.28 15.825 26.744 108.01 0.650 0.500 5.00 7.444 4.84 129.4 52.4 221.3 81.25 Appertunance(s) 0.00 1.29 15.895 26.862 107.01 0.650 0.500 1.25 1.812 1.18 31.6 13.0 54.0 85.00 0.00 1.31 16.101 27.211 103.93 0.650 0.500 3.75 5.316 3.46 94.0 37.6 157.7 90.00 Appertunance(s) 0.00 1.33 16.366 27.659 99.721 0.650 0.500 5.00 6.811 4.43 122.4 47.7 201.2 95.00 0.00 1.35 16.621 28.090 95.389 0.650 0.500 5.00 6.494 4.22 118.6 45.4 191.2 98.00 Appertunance(s) 0.00 1.36 16.769 28.340 92.738 0.650 0.500 3.00 3.744 2.43 69.0 26.4 110.2 Totals: 98.00 2,698.6 1,269.4 6,205.3 • Pole : P001316D Code: TIA/EIA -222 Rev F CopynghtSemaanEngineenngSolutions, Inc Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 9 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) U x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 27 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 ;ana Ecc Ecc FX Y Z Loaa (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 81.25 840 10057 4 15.895 26.862 1.00 11.87 0.000 0.000 318.91 0.00 0.00 96.76 81.25 Nextnet BTS -2500 4 15.895 26.862 0.67 6.51 0.000 0.000 174.94 0.00 0.00 193.24 81.25 GPS antenna 1 15.895 26.862 1.00 3.00 0.000 0.000 80.59 0.00 0.00 100.00 81.25 HP2 -23 4 15.782 26.672 0.50 8.60 0.000 -2.000 229.38 0.00 - 458.76 512.00 81.25 Pipe Mount 1 15.895 26.862 1.00 7.50 0.000 0.000 201.47 0.00 0.00 425.00 90.00 4 ft Dish 1 16.366 27.659 1.00 11.31 0.000 0.000 312.82 0.00 0.00 189.00 98.00 Platform w /Rail 1 16.842 28.463 1.00 22.00 0.000 1.500 626.20 0.00 939.29 1,040.00 98.00 S20045A1 LNA 12 16.866 28.504 0.74 8.46 0.000 2.000 241.22 0.00 482.44 180.36 98.00 RR65- 19 -02DP 12 16.866 28.504 0.67 55.07 0.000 2.000 1,569.84 0.00 3,139.69 624.00 3,755.37 3,360.36 Pole : PO01316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Y ' Location : 1 -5 & Hwy 217, Tigard, OR 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 10 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) / x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 27 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) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 160.40 582.23 0.00 0.00 10.00 156.12 569.62 0.00 0.00 15.00 151.84 557.01 0.00 0.00 20.00 147.57 544.40 0.00 0.00 25.00 143.29 531.80 0.00 0.00 30.00 139.02 519.19 0.00 0.00 31.50 40.87 153.54 0.00 0.00 35.00 96.96 517.58 0.00 0.00 40.00 140.07 425.48 0.00 0.00 45.00 140.19 415.44 0.00 0.00 50.00 139.66 405.40 0.00 0.00 55.00 138.57 395.35 0.00 0.00 60.00 136.98 385.31 0.00 0.00 64.00 107.91 301.20 0.00 0.00 65.00 27.09 112.45 0.00 0.00 66.50 40.51 167.30 0.00 0.00 70.00 94.06 258.32 0.00 0.00 75.00 132.45 360.14 0.00 0.00 80.00 129.41 350.09 0.00 0.00 81.25 1,036.91 1,413.17 0.00 - 458.76 85.00 94.03 252.88 0.00 0.00 90.00 435.27 515.41 0.00 0.00 95.00 118.57 311.16 0.00 0.00 98.00 2,506.24 2,026.52 0.00 4,561.42 Totals: 6,453.99 12,071.00 0.00 4,102.67 • Pole : PO01316D Code: TIA/EIA -222 Rev F CopyrightSemaanEngineeringSo /utions, Inc • Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 11 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) U x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 27 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 -6.490 - 12.052 0.000 0.000 0.000 - 518.718 0.000 0.000 0.000 0.000 5.00 -6.396 - 11.432 0.000 0.000 0.000 -486.271 -0.180 0.000 0.180 -0.337 10.00 -6.300 - 10.826 0.000 0.000 0.000 - 454.293 -0.716 0.000 0.716 -0.681 15.00 -6.203 - 10.233 0.000 0.000 0.000 - 422.794 -1.615 0.000 1.615 -1.029 20.00 -6.104 -9.654 0.000 0.000 0.000 - 391.781 -2.881 0.000 2.881 -1.383 25.00 -6.003 -9.089 0.000 0.000 0.000 - 361.263 -4.521 0.000 4.521 -1.742 30.00 -5.882 -8.551 0.000 0.000 0.000 - 331.247 -6.539 0.000 6.539 -2.104 31.50 -5.863 -8.380 0.000 0.000 0.000 - 322.424 -7.218 0.000 7.218 -2.217 35.00 -5.788 -7.835 0.000 0.000 0.000 - 301.904 -8.939 0.000 8.939 -2.477 40.00 -5.682 -7.376 0.000 0.000 0.000 - 272.964 - 11.728 0.000 11.728 -2.843 45.00 -5.575 -6.924 0.000 0.000 0.000 - 244.556 - 14.950 0.000 14.950 -3.302 50.00 -5.462 -6.485 0.000 0.000 0.000 - 216.682 - 18.651 0.000 18.651 -3.757 55.00 -5.343 -6.060 0.000 0.000 0.000 - 189.373 - 22.823 0.000 22.823 -4.204 60.00 -5.215 -5.651 0.000 0.000 0.000 - 162.659 - 27.456 0.000 27.456 -4.638 64.00 -5.101 -5.342 0.000 0.000 0.000 - 141.801 - 31.483 0.000 31.483 -4.976 65.00 -5.074 -5.223 0.000 0.000 0.000 - 136.700 - 32.533 0.000 32.533 -5.061 66.50 -5.037 -5.042 0.000 0.000 0.000 - 129.089 - 34.142 0.000 34.142 -5.186 70.00 - 4.945 -4.767 0.000 0.000 0.000 - 111.461 - 38.042 0.000 38.042 -5.460 75.00 - 4.801 -4.396 0.000 0.000 0.000 - 86.738 - 43.933 0.000 43.933 -5.792 80.00 - 4.648 -4.047 0.000 0.000 0.000 - 62.733 - 50.146 0.000 50.146 -6.076 81.25 -3.473 -2.745 0.000 0.000 0.000 - 56.923 - 51.743 0.000 51.743 -6.142 85.00 -3.359 -2.494 0.000 0.000 0.000 -43.901 - 56.628 0.000 56.628 -6.313 90.00 -2.875 -2.023 0.000 0.000 0.000 - 27.104 - 63.327 0.000 63.327 -6.492 95.00 -2.723 -1.724 0.000 0.000 0.000 - 12.732 - 70.180 0.000 70.180 -6.609 98.00 -2.506 0.000 0.000 0.000 0.000 -4.561 - 74.337 0.000 74.337 -6.644 Pole : PO01316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 12 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) Z./ x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 27 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 0.55 0.60 0.00 0.00 0.00 41.61 42.17 48.0 0.0 0.879 5.00 0.54 0.60 0.00 0.00 0.00 41.25 41.80 48.0 0.0 0.871 10.00 0.52 0.61 0.00 0.00 0.00 40.82 41.36 48.0 0.0 0.862 15.00 0.51 0.62 0.00 0.00 0.00 40.32 40.84 48.0 0.0 0.851 20.00 0.49 0.63 0.00 0.00 0.00 39.72 40.22 48.0 0.0 0.838 25.00 0.48 0.64 0.00 0.00 0.00 39.01 39.50 48.0 0.0 0.823 30.00 0.47 0.65 0.00 0.00 0.00 38.17 38.66 48.0 0.0 0.806 31.50 0.46 0.65 0.00 0.00 0.00 37.90 38.38 48.0 0.0 0.800 35.00 0.58 0.86 0.00 0.00 0.00 47.59 48.19 52.0 0.0 0.927 40.00 0.56 0.87 0.00 0.00 0.00 46.07 46.65 52.0 0.0 0.898 45.00 0.55 0.89 0.00 0.00 0.00 44.29 44.86 52.0 0.0 0.863 50.00 0.53 0.90 0.00 0.00 0.00 42.22 42.78 52.0 0.0 0.823 55.00 0.52 0.92 0.00 0.00 0.00 39.81 40.36 52.0 0.0 0.777 60.00 0.50 0.93 0.00 0.00 0.00 37.01 37.54 52.0 0.0 0.722 64.00 0.49 0.94 0.00 0.00 0.00 34.45 34.97 52.0 0.0 0.673 65.00 0.48 0.94 0.00 0.00 0.00 33.77 34.29 52.0 0.0 0.660 66.50 0.46 0.93 0.00 0.00 0.00 31.38 31.88 52.0 0.0 0.613 70.00 0.45 0.94 0.00 0.00 0.00 28.74 29.24 52.0 0.0 0.563 75.00 0.43 0.95 0.00 0.00 0.00 24.42 24.90 52.0 0.0 0.479 80.00 0.42 0.97 0.00 0.00 0.00 19.35 19.84 52.0 0.0 0.382 81.25 0.29 0.73 0.00 0.00 0.00 17.98 18.31 52.0 0.0 0.352 85.00 0.27 0.73 0.00 0.00 0.00 14.91 15.23 52.0 0.0 0.293 90.00 0.23 0.66 0.00 0.00 0.00 10.18 10.48 52.0 0.0 0.202 95.00 0.21 0.66 0.00 0.00 0.00 5.32 5.64 52.0 0.0 0.109 98.00 0.00 0.63 0.00 0.00 0.00 2.04 2.31 52.0 0.0 0.044 Pole : P001316 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Location : 1 -5 & Hwy 217, Tigard, OR Y 11412007 1:20:59 PM Height : 98.000 (ft) Page: 13 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 26 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 qzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf tun) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 0.00 1.00 6.400 10.816 116.25 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 6.400 10.816 113.08 0.650 0.000 5.00 11.467 7.45 80.6 0.0 368.1 10.00 0.00 1.00 6.400 10.816 109.91 0.650 0.000 5.00 11.150 7.25 78.4 0.0 357.9 15.00 0.00 1.00 6.400 10.816 106.74 0.650 0.000 5.00 10.833 7.04 76.2 0.0 347.6 20.00 0.00 1.00 6.400 10.816 103.58 0.650 0.000 5.00 10.516 6.84 73.9 0.0 337.4 25.00 0.00 1.00 6.400 10.816 100.41 0.650 0.000 5.00 10.200 6.63 71.7 0.0 327.1 30.00 0.00 1.00 6.400 10.816 97.244 0.650 0.000 5.00 9.883 6.42 69.5 0.0 316.8 31.50 Bot - Section 2 0.00 1.00 6.400 10.816 96.294 0.650 0.000 1.50 2.903 1.89 20.4 0.0 93.0 35.00 Top - Section 1 0.00 1.01 6.509 10.999 94.871 0.650 0.000 3.50 6.772 4.40 48.4 0.0 376.8 40.00 0.00 1.05 6.762 11.427 95.048 0.650 0.000 5.00 9.406 6.11 69.9 0.0 226.7 45.00 0.00 1.09 6.993 11.818 93.350 0.650 0.000 5.00 9.089 5.91 69.8 0.0 219.0 50.00 0.00 1.12 7.207 12.179 91.405 0.650 0.000 5.00 8.772 5.70 69.4 0.0 211.3 55.00 0.00 1.15 7.406 12.516 89.250 0.650 0.000 5.00 8.455 5.50 68.8 0.0 203.6 60.00 0.00 1.18 7.592 12.831 86.917 0.650 0.000 5.00 8.139 5.29 67.9 0.0 195.9 64.00 Bot - Section 3 0.00 1.20 7.733 13.069 84.936 0.650 0.000 4.00 6.283 4.08 53.4 0.0 151.2 65.00 0.00 1.21 7.768 13.127 84.427 0.650 0.000 1.00 1.570 1.02 13.4 0.0 74.8 66.50 Top - Section 2 0.00 1.22 7.819 13.213 83.652 0.650 0.000 1.50 2.332 1.52 20.0 0.0 111.0 70.00 0.00 1.24 7.934 13.408 83.538 0.650 0.000 3.50 5.330 3.46 46.5 0.0 128.2 75.00 0.00 1.26 8.092 13.675 80.804 0.650 0.000 5.00 7.345 4.77 65.3 0.0 176.6 80.00 0.00 1.28 8.242 13.930 77.958 0.650 0.000 5.00 7.028 4.57 63.6 0.0 168.9 81.25 Appertunance(s) 0.00 1.29 8.279 13.992 77.230 0.650 0.000 1.25 1.707 1.11 15.5 0.0 41.0 85.00 0.00 1.31 8.387 14.173 75.010 0.650 0.000 3.75 5.004 3.25 46.1 0.0 120.2 90.00 Appertunance(s) 0.00 1.33 8.525 14.407 71.969 0.650 0.000 5.00 6.394 4.16 59.9 0.0 153.5 95.00 0.00 1.35 8.657 14.631 68.843 0.650 0.000 5.00 6.078 3.95 57.8 0.0 145.8 98.00 Appertunance(s) 0.00 1.36 8.735 14.761 66.930 0.650 0.000 3.00 3.494 2.27 33.5 0.0 83.8 Totals: 98.00 1,339.9 0.0 4,935.9 Pole : PO01316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc ' Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 14 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 26 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 uai a Ecc Ecc FX Y Z Loaa (ft) Description Qty (PO (psf) Factor (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 81.25 840 10057 4 8.279 13.992 1.00 9.96 0.000 0.000 139.41 0.00 0.00 40.00 81.25 Nextnet BTS -2500 4 8.279 13.992 0.67 5.68 0.000 0.000 79.50 0.00 0.00 140.00 81.25 GPS antenna 1 8.279 13.992 1.00 2.00 0.000 0.000 27.98 0.00 0.00 50.00 81.25 HP2 -23 4 8.220 13.892 0.50 7.92 0.000 -2.000 110.03 0.00 - 220.06 360.00 81.25 Pipe Mount 1 8.279 13.992 1.00 5.00 0.000 0.000 69.96 0.00 0.00 250.00 90.00 4 ft Dish 1 8.525 14.407 1.00 10.85 0.000 0.000 156.31 0.00 0.00 119.00 98.00 Platform w!Rail 1 8.773 14.826 1.00 18.00 0.000 1.500 266.86 0.00 400.29 800.00 98.00 S20045A1 LNA 12 8.785 14.847 0.74 6.77 0.000 2.000 100.46 0.00 200.92 119.04 98.00 RR65- 19 -02DP 12 8.785 14.847 0.67 47.28 0.000 2.000 701.89 0.00 1,403.78 276.00 1,652.40 2,154.04 • Pole : PO013160 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Y ' Location : 1 -5 & Hwy 217, Tigard, OR 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 15 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 26 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) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 80.61 496.94 0.00 0.00 10.00 78.39 486.68 0.00 0.00 15.00 76.16 476.42 0.00 0.00 20.00 73.93 466.15 0.00 0.00 25.00 71.71 455.89 0.00 0.00 30.00 69.48 445.63 0.00 0.00 31.50 20.41 131.69 0.00 0.00 35.00 48.42 466.92 0.00 0.00 40.00 69.86 355.46 0.00 0.00 45.00 69.82 347.76 0.00 0.00 50.00 69.44 340.06 0.00 0.00 55.00 68.79 332.37 0.00 0.00 60.00 67.87 324.67 0.00 0.00 64.00 53.37 254.19 0.00 0.00 65.00 13.40 100.56 0.00 0.00 66.50 20.03 149.68 0.00 0.00 70.00 46.45 218.34 0.00 0.00 75.00 65.29 305.37 0.00 0.00 80.00 63.63 297.68 0.00 0.00 81.25 442.41 913.22 0.00 - 220.06 85.00 46.10 215.32 0.00 0.00 90.00 216.19 397.68 0.00 0.00 95.00 57.80 265.79 0.00 0.00 98.00 1,102.74 1,350.82 0.00 2,004.99 Totals: 2,992.29 9,595.27 0.00 1,784.93 • Pole : PO01316D Code: TIA/EIA -222 Rev F CopyrightSemaan Engineering Solutions, Inc ' Location : 1 -5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 16 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) U x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 26 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 -3.005 -9.591 0.000 0.000 0.000 - 232.017 0.000 0.000 0.000 0.000 5.00 -2.948 -9.087 0.000 0.000 0.000 - 216.994 -0.080 0.000 0.080 -0.151 10.00 -2.890 -8.593 0.000 0.000 0.000 - 202.256 -0.320 0.000 0.320 -0.304 15.00 -2.833 -8.109 0.000 0.000 0.000 - 187.805 -0.721 0.000 0.721 -0.459 20.00 -2.776 -7.636 0.000 0.000 0.000 - 173.640 -1.285 0.000 1.285 -0.616 25.00 -2.719 -7.173 0.000 0.000 0.000 - 159.761 -2.015 0.000 2.015 -0.775 30.00 -2.655 -6.724 0.000 0.000 0.000 - 146.168 -2.911 0.000 2.911 -0.935 31.50 -2.642 -6.589 0.000 0.000 0.000 - 142.186 -3.213 0.000 3.213 -0.984 35.00 -2.599 -6.117 0.000 0.000 0.000 - 132.941 -3.977 0.000 3.977 -1.099 40.00 -2.541 -5.755 0.000 0.000 0.000 - 119.944 -5.215 0.000 5.215 -1.260 45.00 -2.481 -5.400 0.000 0.000 0.000 - 107.241 -6.642 0.000 6.642 -1.462 50.00 -2.420 -5.054 0.000 0.000 0.000 - 94.834 -8.280 0.000 8.280 -1.661 55.00 -2.357 -4.716 0.000 0.000 0.000 - 82.734 - 10.125 0.000 10.125 -1.856 60.00 -2.291 -4.387 0.000 0.000 0.000 - 70.948 - 12.171 0.000 12.171 -2.046 64.00 -2.235 -4.131 0.000 0.000 0.000 - 61.784 - 13.948 0.000 13.948 -2.193 65.00 -2.221 -4.030 0.000 0.000 0.000 - 59.549 - 14.411 0.000 14.411 -2.230 66.50 -2.201 -3.877 0.000 0.000 0.000 - 56.218 - 15.121 0.000 15.121 -2.285 70.00 -2.154 -3.656 0.000 0.000 0.000 - 48.515 - 16.840 0.000 16.840 -2.404 75.00 -2.084 -3.349 0.000 0.000 0.000 - 37.745 - 19.436 0.000 19.436 -2.548 80.00 -2.010 -3.052 0.000 0.000 0.000 - 27.327 - 22.173 0.000 22.173 -2.672 81.25 -1.528 -2.159 0.000 0.000 0.000 - 24.814 - 22.877 0.000 22.877 -2.701 85.00 -1.474 -1.944 0.000 0.000 0.000 - 19.086 - 25.028 0.000 25.028 -2.775 90.00 -1.240 -1.556 0.000 0.000 0.000 - 11.716 - 27.977 0.000 27.977 -2.853 95.00 -1.170 -1.293 0.000 0.000 0.000 -5.515 - 30.994 0.000 30.994 -2.903 98.00 -1.103 0.000 0.000 0.000 0.000 -2.005 - 32.823 0.000 32.823 -2.919 . Pole : PO01316D Code: TIA/EIA -222 Rev F CopynghtSemaan Engineenng Solutions, Inc ' Location : 1-5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 17 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) x Taper : 0.152041 (in /ft) Base Elev : 0.000 (ft) U Load Case: Twist/Sway 50.00 mph Wind with No Ice 26 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 0.44 0.28 0.00 0.00 0.00 18.61 19.05 48.0 0.0 0.397 5.00 0.43 0.28 0.00 0.00 0.00 18.41 18.84 48.0 0.0 0.393 10.00 0.41 0.28 0.00 0.00 0.00 18.18 18.60 48.0 0.0 0.388 15.00 0.40 0.28 0.00 0.00 0.00 17.91 18.32 48.0 0.0 0.382 20.00 0.39 0.29 0.00 0.00 0.00 17.60 18.00 48.0 0.0 0.375 25.00 0.38 0.29 0.00 0.00 0.00 17.25 17.64 48.0 0.0 0.368 30.00 0.37 0.29 0.00 0.00 0.00 16.84 17.22 48.0 0.0 0.359 31.50 0.36 0.29 0.00 0.00 0.00 16.72 17.09 48.0 0.0 0.356 35.00 0.45 0.39 0.00 0.00 0.00 20.96 21.42 52.0 0.0 0.412 40.00 0.44 0.39 0.00 0.00 0.00 20.24 20.69 52.0 0.0 0.398 45.00 0.43 0.40 0.00 0.00 0.00 19.42 19.86 52.0 0.0 0.382 50.00 0.41 0.40 0.00 0.00 0.00 18.48 18.91 52.0 0.0 0.364 55.00 0.40 0.40 0.00 0.00 0.00 17.39 17.81 52.0 0.0 0.343 60.00 0.39 0.41 0.00 0.00 0.00 16.14 16.55 52.0 0.0 0.318 64.00 0.38 0.41 0.00 0.00 0.00 15.01 15.40 52.0 0.0 0.296 65.00 0.37 0.41 0.00 0.00 0.00 14.71 15.10 52.0 0.0 0.290 66.50 0.36 0.41 0.00 0.00 0.00 13.66 14.04 52.0 0.0 0.270 70.00 0.34 0.41 0.00 0.00 0.00 12.51 12.88 52.0 0.0 0.248 75.00 0.33 0.41 0.00 0.00 0.00 10.63 10.98 52.0 0.0 0.211 80.00 0.31 0.42 0.00 0.00 0.00 8.43 8.78 52.0 0.0 0.169 81.25 0.23 0.32 0.00 0.00 0.00 7.84 8.08 52.0 0.0 0.156 85.00 0.21 0.32 0.00 0.00 0.00 6.48 6.72 52.0 0.0 0.129 90.00 0.18 0.28 0.00 0.00 0.00 4.40 4.61 52.0 0.0 0.089 95.00 0.15 0.28 0.00 0.00 0.00 2.30 2.51 52.0 0.0 0.048 98.00 0.00 0.28 0.00 0.00 0.00 0.90 1.01 52.0 0.0 0.020 • . Pole : PO01316D Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 1-5 & Hwy 217, Tigard, OR Y 1/4/2007 1:20:59 PM Height : 98.000 (ft) Page: 18 Shape : 18 Sides Base Dia : 27.900 (in) Top Dia : 13.750 (in) Taper : 0.152041 (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 7.7 0.00 9.57 0.00 0.00 592.60 53.90 52.0 35.00 1.037 Ice 6.5 0.00 12.05 0.00 0.00 518.72 48.19 52.0 35.00 0.927 Twist/Sway 3.0 0.00 9.59 0.00 0.00 232.02 21.42 52.0 35.00 0.412 • lor 0 clea rw re JAN 2007 �► C��;t!LJlP?(� �IVl C) wireless broadband • • ■ ./AV P".. SITE NAME ( PORTIAHD.OI N 1 -5 & HWY 217 �lg 0 aF SITE NUMBER OR- POR074 -A a DRAWING INDEX REV. DIRECTIONS PROJECT INFORMATION FROM THE PORTLAND INTERNATIONAL AIRPORT, TAKE I -205 SOUTH. .AT EXIT 218, TAKE RAMP ONTO I -84 \�\ ' TOWARDS PORTLAND. TAKE RAMP LEFT ONTO 1 -5 TOWARDS BEAVERTON/SALEM. AT EXIT 292, TURN — RIGHT ONTO RAMP (OR -211 / KRUSE WAY / LAKE OSWEGO) TURN RIGHT (NORTH -WEST) ONTO 5R -2n SCOPE OF AN AN UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING C T -I0 TITLE SHEET 2 (BEAVERTON- TIGARD HWY). AT EXIT 1, TURN ONTO RAMP (12ND AVE.) CO- LOCATING ON AN EXISTING MONOPOLE TOWER WITH THE INSTALLATION OF 4 ANTENNAS AND 4 MICROWAVE DISH(E5), AND I OUTDOOR EQUIPMENT CABINET ON A PRECAST CONCRETE EQUIPMENT G -I0 GENERAL NOTES 4 GROUNDING SPECIFICATIONS 2 P 4T THE TOWER BASE. A -I0 SITE PLAN AND DETAIL SITE PLAN 2 VICINITY MAP SITE ADDRESS PORTLAND, OREGON 91224 c„ A -2.0 SITE ELEVATIONS 2 TOWER OILNER T- MOBILE USA, INC. 77 > :, .\:,,' ( ) :' CONTACT: ALAN BAR A -3.0 EQUIPMENT CABINET DETAILS 2 " ,se • '�l }p' PHONE: (425)- 802 -2166 ,N y, �v 5 � � �T� � k „ N'�.� fi I . i i ` �, � ; r \' y ik '� f .�3 Z y . . - APPLICANT: GLEARWIRE A -40 ANTENNA DETAILS 2 � i ' s�� '4` j ;ti „ S� I ! 5808 LAKE WASHINGTON BLVD NE, SUITE 300 E -10 ELECTRICAL PLAN 2 ). * ;;;.\., " " s , • .` t Ti gar -i r - . . - F ' i 9 2 , , � . <) KIRKLAND, WASHINGTON 98033 ?,. ` f' �h * ann[s= .- 1 ' \ � `' $` '� � �C1_- • �. 3 LAT/LONG TYPE NAD 83 • j. S . ' l i l [ '� � . : .. LATITUDE: 45' 25' 1128" NORTH � , f r J� Am � LL t LONGITUDE: 122' 44' 44b9" WEST r " 2Wo Ii \', '' • �' l � t . � ELEVATION: 180 FT AMSL ` ,<� �� � 1 • ," ,, ; • L • JURISDICTION: CITY OF TIGARD .iW - cD 8 idf$t - _ - i ' f r 2O< , --- -- �=_ = PARCEL NUMBER: 25101D0000 -i - . �� 0 11 0 .! 1 C 1 f CURRENT USE: TELECOMMUNICATIONS FACILITY B ' - 4��` CK�� S 1 T E 292 � PROPOSED USE: TELECOMMUNICATIONS FACILITY V Eibl 7.... , ZONING: I -L: LIGHT INDUSTRIAL PP J N t ,./.; 5 APPLICABLE CODE: 2003 IBC v ' 0 r 5 , ,- t F 1 l' /�f \ PROJECT AREA: 49 SQ. FT. -_, ' OCCUPANCY: U ,t ) 1l•► �,) `'� CONSTRUCTION TYPE: IIB — -1: . , 16_,- SITE QUALIFICATION PARTICIPANTS • .K _ �, / . 29 A/E: CONTACT NAME COMPANY CONTACT NUMBER SS�� — j _ �' � 3 � •� � �� iW DUY is -- R ' ,— ----c T -- ?,?.1 ,,, , ry. 1 � 'j •.� _ � . :;'; � ;; r , � � j � „ t 15, 4 ..., GENERAL CONTACT: DAN KEIDEL POURER RIVER DEVELOPMENT, LLG. (614) 219 -3333 • SITE DESIGN: PATRICK RATH GAZLEY PLOWMAN ARCHITECTS (503) 214 -1800 LANDLORD: ALAN BAR T- MOBILE (425) 802 -2166 A 1 POWER COMPANY: - PGE - • ZLEY Ilea rv PLOWMAN �� 1-5 & t"tWY 217 2 01/09/07 ISSUED FOR CD FINAL PWR PWR SMNP TITLE SHEET 2701 NW1 /660n ARCHITECTS OR- POR074 -A wireless broadband 1 12/27/06 REISSUED FOR CD REVIEW PWR PWR SMNP 5aae 761 5803 LAKE WASHINGTON BLVD NE, SUITE 300 Portland Or. 97210 144 O SW 72ND AVE 0 11/06/06 ISSUED FOR CD REVIEW JLK PWR SMNP POWDER RIVER KIRKLAND, WASHINGTON 98033 SOJ 274 7800 PORTLAND, OR 97224 NO. DATE REVISIONS BY CHK APPT GPA PROJECT NO. DRAWING NUMBER 1 REv 503 274 7807 Far Development Services, LLC Ia.: (425) 216 -7600 FAX: (425) 216 -7900 SCALE AS SHOWN (DESIGNED BY: PWR IDRAWN BY: JU( 06 - 248 T_1 _ 1 2 • v IN INV I Cl C7KVUNVINC7 5 F-' C» ICiA 1 IVNS: AL:5t=5KCV IH 1 IVN: • ADJ ADJUSTABLE I. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF 1. GRDUNPIN& SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE C AND DOCUMENTS 15 INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING JURJSOICTION. APPROX APPROXIMATE OTHERWISE. THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL 0 AT • MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE 2. ALL GROUNDING DEVICES SHALL BE U.L. LISTED FOR THEIR INTENDED USE. 57 BASE TRANSMISSION STATION INSTALLATION AS DESCRIBED IN THE DRAWING{ AND OWNERS PROJECT MANUAL. GAB CABINET 2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR 3. GROUND WIRES SMALL BE TINNED 02 AW6 BARE SOLID COPPER UNLESS OTHERWISE NOTED. GLG CEILING SEWER SERVICE. 4. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL ONLY BE EXOTHERMIC GONG CONCRETE ( GA0- 11ELDEDVNLES5 OTHERWISE NOTED, AND SHALL BE INSTALLED IN ACCORDANCE WITH GONT CONTINUOUS 3. THE PROPOSED FACILITY 5 UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP MANUFACTURERS RECOMMENDATIONS AND CLEARWIRE WIRELESS BROADBAND STANDARDS. DIA OR 47 DIAMETER • ACCESS 15 REQUIRED). DWG DRAWING . 5. &ROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH EA EACH 4. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM 517E VISITS ANP DRAWINGS POSSIBLE. WHEN REQUIRED, GROUND LEADS SHALL BE BENT TO A MINIMUM OF B RADIUS. ELEG ELECTRICAL • PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE SPECIFIC DETAILS ELEV ELEVATION AND STANDARDIZED DETAILS DEVELOPED BY POWDER RIVER DEVELOPMENT, LLG. 6. MERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRAPE TO THE GROUND EC EQUAL STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THC SITE BY THE RING, INSTALL YORE IN 3/4' PVC FLEX -DUCT FROM b ABOVE &RAPE AND SEAL THE TOP WITH EQUIP EQUIPMENT CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. MODIFICATIONS DUE SILICONE SEALANT. EGS EQUIPMENT GROUND BAR TO FIELD CONDITIONS MUST Be SUBMITTED TO, AND APPROVED BY, CLEAR /IRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 1. ALL GROUND BARS SHALL BE TINNED. V4' COPPER SECTOR BARS 2 COLLECTOR AND M6B (E) EXISTING BARS 4', OF SUFFICIENT LENGTH TO AGGOMODATE ALL REQUIRED CONNECTIONS WITHOUT EXT EXTERIOR 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CPU/3LIN6 LUGS, AND EACH INSTALLED WITH ISOLATORS. WHEN CONNECTING GROUND BARS FF FINISHED FLOOR CONSTRUCTION OPERATION. (WITHIN 10 FEET OF GRADE/ DIRECTLY TO THE GROUND RING, 2 EA. 9 2 SOLID DOYNLEADS SHALL GA GAUGE BE GAD - WELDED TO THE GROUND BAR 1 AT EACH BOTTOM CORNER, AND EACH SHAT -- RUN GALV GALVANIZED . 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS IN 3/4 PVC FLEX -DUCT FROM GROUND BAR DOWN TO THE GROUND RING. WHEN GONNF -CTING GC GENERAL CONTRACTOR REQUIRED FOR CONSTRUCTION. SECTOR GROUND BARS, DAISY -CHAIN THE GROUND BARS AND RUN 1 EA. 1 /2 APE STRANDED GRND GROUND COPPER WIRE WITH THVOH INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING L6 LONG 1. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. AND CAD -WELD TO THE RING, MAX MAXIMUM 8. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO 8. WHEN ATTACHING STRANDED GROUND LEAPS TO THE GROUND BARS, 2 HOLE COMPRESSION MEGH MECHANICAL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. LU85 SHALL BE U5ED, PROTECT WITH YIEATIERPROOF HEAT SHRINK, AND WITH A THIN COAT MFR MANUFACTURER CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE GONSTRUCTIOWGONTRAGT OF 'KOPR SHEILD'tm OR EQUIVALANT PROPERLY APPLIED AND ATTACHED ONLY WITH MS5 MASTER GROUND BAR DOCUMENTS TO VERIFY FIELD GONDMONS AND CONFIRM THAT THE PROJECT WILL BE STAINLESS STEEL HARDWARE. MIN MINIMUM ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, MTh METAL OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE q. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS, NIC NOT IN CONTRACT ARCHITECT/ENGINEER VERBALLY AND IN WRITING. A 66 AW6 STRANDED COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG, PROPERLY PROTECTED CTED WITH WEATHERPROOF HEAT SHRINK, TUTS NOT EN SCALE C 9. THE GENC AL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH AND WITH 'KOPR SHEILP b OR EQUIVALENT PROPERLY APPLIED AND ATTACHED TO A CLEAN ON CENTER R OPP OPPOSITE • CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE D CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF - TAPPING SCREWS O AN CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. AS NOTED IN NOTE 10 BOOK PGS PERSONAL COMMUNICATION SYSTEM SF SQUARE FOOT 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE 0. PREPARE ALL BONDING SURFACE-5 FOR &ROUND CONNECTIONS BY REMOVING ANY AND AU. 5HT SHEET CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PAINT AND CORROSION TO SHINY METAL. FOLLOWING GAD - WELDED CONNECTIONS TO SIM SIMILAR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, ANP PROCEDURES FOR NON-COPPER SURFACES, APPLY ONE COAT OF AN ANTI- OXIDIZING PAINT, 'COLD 55 STAINLESS STEEL COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6ALV' OR EQUIVALENT. 5TL STEEL TOG TOP OF CONCRETE 11. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 11. 6RCUND RODS SHALL BE COPPER -CLAD STEEL 5/8' X 10 FEET, SPGES NO LESS THAN TOM TOP OF MASONRY MANUFACTURERS/VENDORS GrcCIFIGATIONS UNLESS NOTED OTHERWISE OR FLIERS LOCAL 10 FEET ON CENTER. T'(P TYPICAL CODES OR ORDINANCES TAKE PRECEDENCE. I YHORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT 12. N�ON6ROVND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY 12. ALL VIF VERIFY IN FIELD M1EATALIG, NON - CONDUCTIVE, UV RATED CLAMPS, BRACKET. ANO OR SUPPORTS. UON UNLESS OTHERWISE NOTED ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR WI^IF WELDED WIRE FABRIC SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS 13. WHEN REQUIRED. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDANT W/ WITH AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY TESTING FIRM TO VERIFY, UTILIZING A MEGGER TEST, THAT THE RESISTANCE TO THE EARTH SPECIFICATIONS, AND LOCAL AND STATE -URISOIGTIONAL CODES BEARING ON THE OF THE NEW GROUND SYSTEM 15 EQUAL TO OR LESS THAN 5 OHMS. A COPY OF THE COMPLETE PERFORMANCE OF THE WORK. TESTING REPORT SHALL BE PROVIDED TO THE GLEARWIRE REPRESENTATIVE 13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 14. SEAL ALL PENETRATIONS TROUGH FIRE -RATED AREAS WITH 1.11. LISTED OR FIRE MARSHALL ' APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 5. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LE55 B THAN 2 -4 OR 2-A10BG WITHIN 15 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT • AREA DURING CONSTRUCTION. 16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASENENT5, PAVING, CURBING. ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. • I1. THE ARGHITEGTS/EN6INEERS HAVE MADE EVERY EFFORT TO SET FORTH IN INC CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARC NEVERTHCLESS CAUTIONED THAT MINOR OM15510N5 OR ERRORS IN THE DRAWIN65 AND OR SPECIFICATIONS SMALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR 14E RESPONSIBILITY OF NOTIFYING (111 WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO 5UBM1551014 OP CONTRACTORS PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SMALL PRS THE MORE COSTLY OR EXTENSIVE WORK UNLESS 01REGTED OTHERWISE. / . IG 5. TIE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED 1454.1R5 TO AVOID DISTURBING NORMAL BUSINESS. II. CONTRACTOR SHALL GALL UTILITIES NOTIFICATION CENTER OREGON FOR UNDERGROUND UTILITY MARKO1T PRIOR TO CONSTRUCTION. I -800- 332 -2344. el'' 20. ALL MATERIALS AND HARDWARE SHALL BE INSTALLED IN A WORKMAN -LIKE MANNER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AND DEFINED IN NFPA -10 AND A APPROVED BY A.H.J. /1 6 AZLEY - 1 clear re - PLOWMAN �� # 1 -5 & HW FINAL 217 2 07/09/07 ISSUED FOR CD AL PWR PWR SMNP 6ENERAL NOTES ARCHITECT 27OI NT4 Vaaghn OR- POR074 -A wireless broadband 1 12/27/06 REISSUED FOR CD REVIEW PWR PWR SMNP GROUNDING SPEGIFIGATIONS SuiN 764 5808 LAKE WASHINGTON BLVD NE, SUITE 11/06/06 300 0 11/06 06 ISSUED FOR CD REVIEW JLK PWR SMNP Portland Or. 97210 POWDER RIVER 44) o SW 72ND AVE KIRKLAND, WASHINGTON 98033 N0. DATE PENSIONS BY CNN APP'C CPA PROJECT NO. OM97145 NUMBER REV .50.1 PORTLAND, OR 97224 TEL' (425) 216 -7600 • 503 274 7803 F. Development Services, 1.1C FAX: (425) 216 -7900 cr•.I c AS curTw N I DESIGNED R Rum IDRAWN 1TY• .a K 06 -248 (_1 n 2 1 I I \ - - I I „,,,,,,/ � _ ` I N 4/? — (.. - — EXISTING VEGETATION ADJACENT ZONING ADJACENT ZONING ZONE: I -P SW SANDBURS 5T — — ZONE: G -P INDUSTRIAL PARK PR0FESSIONAL COMMERCIAL WASHINGT0N COUNTY I \ _ -- / WASHINGTON COUNTY Ath ' % ' � POMP AND 7EL00 ROUTE Mr r I 1.1 EXISTING CHAINLINK FENCE I I \ I I \� — _ _ _ — — — _ _ PR0PE[27Y EXISTING GABLE BRIDGE _ FOR PROPOSED CLEARW1RE SITE LINE _ _ _LREMAIN _ _ — — __ _ — — I _ _ / PROPERTY LINE _ \ — ENLARGED© SUPPORT CABINET ON PRECAST ?' - O” _ _ PLAN SEE, {AgT CORETE pqp LEASE AREA L L/ WITHIN 9' X 7� LEASE ARE ON EXISTIN A CONCRETE EQUIPMENT PAD CABINETS / ® i e (OTHER CARRIER no 1 1 or Allk ‘', < 1: / �I vu���rr -N� \ jf X X X X X X � ..., i , A -3 ,W x „._ ,,,, 1 / I TAX LOT: 2SI0IDDBO0 / O Q k � � u il���� � � Q4/'���� �� O I PARENT ZONING j A '1. .•1 ". .. �� � 1 i � � � � . 4 t.! f O � i � � • � • � j � • •• X ZONE: I -L \ — — .Ik�� LIGHT INDUSTRIAL \ � , SECTOR 2 WASHINGTON COUNTY \ �rt-4--44taittvAzw4.0:..T. !- ' ; 1����'� O ' �1 / PROPOSED CLEAR SECTOR 4 !- i J { r� I �i�4�1�1�� i � i � iii RE X BURIED TRANSMISSION LINES AZ: 210° I ± X ,�� i 1 — - - T _ _ _ _ _ PROPER L INE_ _ PROPO gip MEN X U N X 1 lar cl te d s. EXISTING CONCRETE O 0 LOCATION N Q FOUN igh • X X x A x 1 i i /, EXISTING POWER CABINET EXIST MONOPOLE ` � O - NOP U RE (4) / \ \ PANEL ANTENNAS 4 (4) X X MICROWAVE ANTENNA A / • \ WI OB I SGUR NG SLATS B I / \ 1 '� N—EXISTIN6 GHAINLINK GATE • ADJACENT ZONING / \ --' WITH SITE OBSCURING SLATS Li ZONE: 1-14 HEAVY INDUSTRIAL .f WASHINGTON COUNTY`— — — — — — — — — — — — Z el 'Or 1 N I (- I I EXISTING DIRT LOT 1 I I I I / / I TN TN (r i I I • SITE PLAN AI ENLACED SITE PLAN A j� j j� i SCALE: (24• X36'1:1• • 60 1 - „ SCALE: (II xll . I' -0° /1 SCALE: (II °XIT•} 1. • gpl• PLOWMAN �� I -5 & HWY 217 • clear GAZLEY PLOWMAN 2 01/09/07 ISSUED FOR CD FINAL PWR PWR SMNP SITE PLAN 2701 Nw Vaughn ARCHITECTS OR- P0R074 -A wireless broadband 1 12/27/06 REISSUED FOR CD REVIEW pwR PWR SMNP ENLARGED SITE PLAN 5808 LA Suite 7H CE WASHINGTON BLVD NE. SUITE 300 Portland. 0r. 97210 14410 SW 72ND AVE 0 11/06/06 ISSUED FOR CO REVIEW JLK PWR SMNP 5032717800 P O W D E R R I V E R KIRKLAND. WASHINGTON 98033 501 274 7801 Fax Development Services, LLC PORTLAND, OR 97224 TEL: (425) 216 -7600 NO. DATE REVISIONS 8Y CHK App'E GPA PROJECT NO. 0RAWING NUMBER REV FAX: (425) 216 -7900 SCALE AS SHOWN (DESIGNED 8Y: PWR I DRAWN BY: JLK 06 - 248 I A -.1 - 1 2 EXISTING ANTENNAS (OTHER CARRIER) EXISTING ANTENNAS _ / (OTHER CARRIER) D PROPOSED (4) GLEARWIRE PROPOSED (4) GLEARWIRE \ i 1 1 BBiIND ! UNITS T5 MOUNTED BEIiIND ' OM ■ \ PANEL NEL ANTENNAS PROPOSED (4) GLEARWIRE O A -4 PANEL PROPOSED RE PANEL ANTENNAS ANTENNAS \ - - - 911111 11 1l l'I lhll — - - - - —\ it i d ac - - - 1 :0: i, :• - - PROPOSED (4) GLEARWIRE e ED PROPOSED (4) CLEARMIRE MICROWAVE ANTENNAS A -4 A -4 MI CROWA VE ANTENNAS C Q 4 EXISTING STEEL EXISTING STEEL Q MONOPOLE 1 z MONOPOLE 9 H Z < _ O Z $ I 1 $ i - o 4— Z - a 0 o 0 of m - O O EXISTING VEGETATION OF V p 4 (BEYOND) O Q EXISTING CABLE BRIDGE OTHER CARRIER) B EXISTING GATE WITH SITE a PROPOSED GLEARWIRE SITE - OBSCURING SLATS SUPPORT CABINET ON A PROPOSED GLEARWIRE ® PRECAST CONCRETE PAD EXISTING GABLE BRIDGE SITE SUPPORT CABINET EXISTING GHAINLINK FENCE (OTHER CARRIER) ON A PRECAST WITH SITE OBSCURING SLAT EXISTING GHAINLINK FENCE .. A. CONCRETE PAD ® WITH SITE OBSCURING SLATS EXISTING LANDSCAPING ■ \ \ \ SOUTH ELEVATION HET ELEVATION SCALE : n4 :V9• • 1' -0' I SCALE (24 . I' - 0• A SCALE: (11•X177: 1/16 • I' -0• SCALE: (Irx177: In6• a I' -0• cAZLEr � clear ° re ° - PLOWMAN 1-5 & HWY 217 2 01/09/07 ISSUED FOR co FINAL PWR PWR SMNP ELEVATIONS 270161W Vaughn ARCHITECTS • OR- POR074 -A wireless broadband 1 12/27/06 REISSUED FOR CD REVIEW PWR PWR SMNP SIM( 761 Portland O. 97210 1¢410 SW 72ND AVE 5808 LAKE WASHINGTON BLVD NE. SUITE 300 0 11/06/06 ISSUED FOR CD REVIEW JLK PWR SMNP 3031717800 POWDER RIVER KIRKLAND, WASHINGTON 98033 PORTLAND, OR 97224 NO. DATE REVISIONS BY CHK APP'C CPA PROJECT NO. DRAWING NUMBER REV 503 274 7803 Fax Development Services, LLC FAX (425) 216 -7900 SCALE AS SHOWN I DESIGNED 8Y: PWR 'DRAWN 8Y: JUC 06 -248 + A -2.0 1 - T' -0" LEASE AREA 1 2' -8" � -0" PRECAST CONC. SLAB 5 CABI ETPORT 1' -0" 4 ,, 2' -1" SSG 1' -0" �/ - 1" DIA. RGS PRECAST HVAC F � N CONCRETE SLAB L \ W O \ — w LL D O GPS ANTENNA O Q ,„--- ELECTRICAL Q O in Q X V f ® /\\ ~ ~ O = PANEL O F = 4. Q TELCO BOX f w N eJ O 0 _ L— 7ELGO BOX � < R GSG SUPPORT a) I BRACKET , in m Q (TYP. OF 2) © A21 f I CABINET SITE SUPPORT = _ Q Iii v iv I 6 R — — — �, \ O i {PRECAST CONCRETE PAD .......... . •• .:,....,,..., .... • • • • \ . r i'n ELECTRICAL PANEL / w \ \ \ GRADE \ \ \ \ ATTACH EQUIPMENT - - • •_.. ° • •_.._ CABINET TO PRECAST CA • ' • . . ° ° 0...e., — I a CONCRETE SLAB WITH f _ _ .i_ , w .g :T w u.0 I _-I I I _ 6" OF 3/4 MINUS CRUSHED C (4) 1 /2'0 EXPANSION BOLTS L • I =� I= I1 �.1_I I_ °I: I LI>I °, _ ROCK (95% COMPACTION) AT 3 -1/2" MIN. EMBED. J 1 _ \ UNDISTURBED EARTH I •I 1 I —I 1 1 —I 1 1 —I 1 I —I II 3' �" Q EQUIPMENT PLAN CABINET ELEVATION CABINET ELEVATION CLEAR v SCALE■ (24o�),3/4" a 1' - 0' I SCALP, (24•x367, NONE �f SCALE: (34•706"), NONE �2 SCALE: (11'X177, 5/8' c 1' - SCALE: (11'X19 "): NONE L SCALE: (11'X19'): NONE ✓ ■ ■ \ \ \--\ \—=‘ '_ NOTE: • VERIFY INCOMING FEED SIZES WITH GOVERNING UTILITY, VERIFY ALL OTHER CONDUIT SIZES WITH ONE -LINE DIAGRAM 1 ■ ■ — UNISTRUT = _ IL O O O O 4 "x4" GALV TUBE STEEL POST H 4/ cv Q Q -1 Q • B - wD F - 11.1 0_ ;D� O 00 p N. O m O in N I" GROWN N 0 '' 0 F 12" DIA CONCRETE FOOTING in I J D..� . f J :: — NOTE: cr • 1 FOOTING DEPTH TO BE A 1 I MINIMUM OF 30' BELOW , ry V A \ \ \ \ \ \ \ \ ° °• .. °,. . 1 1 I' - GRADE OR BELOW • U. - MINIMUM FROST DEPTH, .. . WHICHEVER 15 GREATER < ° ° 1 1.-0" mX Mti tr4 BASE CABINET ELEVATION CABINET ELEVATION SCALE: (24•)367: 5/4" = I' -0' •T A SCALE: (24"X36"). NONE 'X3 5 SCALE: (246"). NONE 6 A SCALE, (11"X11"): 5/8" = I'-0' SCALE, (u•xn7: NONE 5 SCALE: (n'X117: NONE ni PLOWMAN ►� 1-5 & Hvv,r 217 c ea rw re° GAZLEY 2 01/09/07 ISSUED FOR CD FINAL PWR PWR SMNP EQUIPMENT CABINET DETAILS 2701 NW Vaughn ARCHITECTS OR- POR074 -A wireless broadband i 12/27/06 REISSUED FOR CD REVIEW PWR PWRSMNP 5 °u < 761 5808 L AKE WASHINGTON BLVD NE, SUITE 300 Portland 0.. 97210 14410 SW 72ND AVE 0 11/06/06 ISSUED FOR CD REVIEW JLK PWR SMNP 507 274 7800 POWDER RIVER KIRKLAND. WASHINGTON 98033 D e velopment Services, LLC PORT(AND OR 97224 140. AK REVISIONS BY CHK APPT CPA PROJECT NO. I DRAWING NUMBER REV 50)271780) Far FAX (425) 216 -7900 SCALE AS SHOWN I DESIGNED BY: PWR IDRAWN BY: K 06 -248 11.W -_S_n 2 b l/8" / e (C / • MANUFACTURER: a� LENGTH: 5" (12 MM) DRAGONWAVE • WIDTH 6 (155 MM) PART T: RP2- MOUNTING PIPE �� WEI GHT: 12.8 OZ (363 G) � DIAMETER: 24" " 2' -O" DEPTH: D OFFSET: WEIGHT: 71 LBS • , I \ _ . _ 1 /R'I _E. ` 1 �" a ANTENNA i 1;1 O _ , 6PS SPECIFICATION MICROWAVE SPECIFICATION — SCALE: (2a•x36•AIOT TO SCALE SCALE, (24 To SCALE - - 2 SCALE: (II•XI-r): NOT TO SCALE I SCALE: (II'XIT): NOT TO SCALE e BT5 6.1" 2.1., z . - 1 X 0 5 11" U o oil]'• Y [ � MANUFACTURER: c MANUFACTURER: rt MOTOROLA / A ., KATHREIN 1 �I PART #: BTS -2500 ANTENNA MOUNTING m Pi PART ><: 840 10058 ° LENGTH: 1c1.5" (4q GM) HARDWARE BY ANTENNA ill Q LENGTH: 42" - I WIDTH: 113" (285 GM) MANUFACTURER WIDTH: 6.1" r -971 U- C1 fl DEPTH: 21" - DEPTH: 5.1" (15 GM) WEIGHT: 35 L55 (16 KG) I(1 WEIGHT: 15 LBS 1 QUAD SECTOR RING MOUNT 1 . � � I . Q W 1- ANTENNA SPECIFICATION BTS SPECIFICATION SCALE: (24 TO SCALE 3 SCALE, (24 X36 TO SCALE �{ SCALE: (II'XIT1: NOT TO SCALE SCALE: (II•Xr1 NOT TO SCALE - T .. M e MICROWAVE e BTS MONOPOLE • B 3 \ ANTENNA L J 1 ' MICROWAVE MOUNTING HARDWARE * BY MICROWAVE O DISHO� '� 1 ' MANUFACTURER 1 4 0 . M: DATA GABLE \\ 111'1 , CABLE FROM BTS TO TELCO BOX QUAD SECTOR RING MOUNT Mlf. i 1 MONOPOLE, MT5 MC- RMIOSO -4 �� \ OR SIM. 2" NOM. PIPE MOUNT . (TYP) NOT USED ANTENNA PLAN TOWER SECTION • SCALE: (24•X36•1NO7 TO SCALE 5 SCALE: (24•X316 TO SCALE G SCALE: (24'X36 "): I -I/2' • I' -0' A I. • SCALE: (11'X1 NOT TO SCALE • SCALE: (II "XI'f'): NOT TO SCALE v SCALE, (11'X1'1'): 3/4• - I' -0' 1 ~ - 4 r GAZLEY �► o 0 PLOWMAN 1-5 & HWY 217 clear a 2 01/09/07 ISSUED FOR CD FINAL PWR PWR SMNP ANTENNA DETAILS - 2701 NW Vaughn ARCHITECTS OR- POR074 -A wireless broadband 1 12/27/06 REISSUED FOR CD REVIEW PWR PWR SMNP Soar 764 5808 LAKE WASHINGTON BLVD NE. SUITE 300 Portland Or. 97210 POWDER RIVER 14410 SW 72ND AVE 0 11/06/06 ISSUED FOR CD REVIEW JLK PWR SMNP 503 274 7800 KIRKLAND. WASHINGTON 98033 503 274 7803 72 D¢V¢IO PORTLAND, OR 97224 ■ NO. DATE REVISIONS BY CHK APP'C CPA PROJECT N0. DRAWING NUMBER REV TEL (425) 216-7600 pRl¢D1 S¢rviC¢8, LLC FAX (425) 216-7900 SCALE AS SHOWN I DESIGNED BY: PWR (DRAWN BY: JLK 06 - 248 I -J? n I 2 18" DIAMETER • I. (DOUBL SERVICE POWER TO EQUIPMENT SHALL BE 120 /240VAC, IOOA, SINGLE PHASE. 3/4" CRUSHED STONE, PRECAST WELL • IGAL CONNECTION _ FILL TEST WELL TO WITH SELF SEALING (DOUBLE HOLE LUG) 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF WITHIN 2" OF TOP. STEEL LID. = R� • CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND EXISTING GRADE III CAD WELD INSTALLED PER UTILITY REQUIREMENTS AND UTILITY. �� ` \ 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE NEC.., .. TEST LOOP - 250 CONNECT PER MANUFACTURER SPECIFICATIONS ��I UTILITY COMPANY, AND LOCAL CODE REQUIREMENTS. MGM TINNED WIRE I I vi i 4. LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, GENERATOR 1 a2 SOLID, TINNED �� MICROWAVE D POWER 6 GENERATOR 2 POWER. LPRs SHALL BE LOCATED WITHIN NEMA 3R I GROUND RING ovj GROUNDING TEST WELL DISH JUNCTION BOX. LPRs SHOULD BE FUSED TO ELIMINATE THE RISK OF A LPR I �� FAULT/FAILURE CAUSING THE MAIN POWER FUSES TO TRIP. TOWARDS - SHORTEST TO OWER PATH I GROUNDING GAD WELD ® GROUND ROD � � - /� �I� ANTENNA ti7" 11 • UTILITY- 120/240V SYSTEM GROUND ROD . 1 _�I �/ BTS I- PHASE, 3W COPPER GLAD STEEL * / 5 /8 "xIO' -O" LONG ' GROUND BAR I -' TEST WELL 4 ��;� � ttb GROUND LEAD • • �• (3) - /O IN 2" SCALE: (7X36 NOT TO SCALE C ilit ONDUIT SCALE, nI •xn ): NOT TO SCALE I 1 *2 INSULATED © METER (BY ISOLATED w i DOWN LEAD TO GROUND BAR � � EXISTING CONTRACTOR) MOUNTED TO GROUND RING TONER AT EXISTING GROUND ANTENNA LEVEL RING • t J � - GRADE //�W9 WZCW' /rn' SEE 6I O FOR GROUNDING c 3 r GFEGIFIICATIONB I - ORD IN cv GAD WELD 2•' CONDUIT I -><4 GRD — #2 GROUND LEAD • r — —, GROUND RING D 1 4 IOOA I • 1 1 MAIN 1 . I DISCONNECT GROUND ROD COPPER GLAD L — — — — J STEEL 5/5 "x1 -O" LONG SPACED IS • 10' - 0" O.G. TYP. AS REQUIRED nD -a3 / GROUND BAR IN 3 O D c \ 3 -3 /Q • IN G ROUND ROD TELCO BOX c 1 2" CONDUI 1I SCALE: (24 NOT TO SCALE 2 D D ( ^1 SCALE: (11 NOT TO SCAL _ _ — D A 1 • \ J SITE CABINET SUPPORT 1 R2 SOLID, TINNED IOOA 120/240V, I- PHASE. BAGKFILL (SAND OR FINISHED GRADE OR �I GROUND RING 3W DISTRIBUTION PANEL NATIVE SOIL) PER ASTM PAVING. MATCH SLOPE INTERNAL SSG I B WW/INTERGRATED STANDARDS AND THICKNESS OF .' I GROUND BAR MANUAL TRANSFER EXISTING CONDITIONS SWITCH AND A/C POWER 1 d _ I TV55 i i iii -iii .iE :i iii; ii .. ve •••yr,se m N7/ 'V .tre . D • UNDISTURBED SOIL o .. O __ COMPACTED o D I D TYPICA FOR m . ' BAGKFILL WITH ' D c. INTERNAL �� SATISFACTORY ` COMPONENTS -�,t ,a , �" NATIVE OR :; ^ti ^s:,•C IMPORTED SOIL *2 GROUND LEAD • • `•; (TYP) UTILITY WARNING 2 "m CONDUIT WHERE TAPE APPLICABLE COORDINATE SIZE AND TYPE WITH SEE •1.0 FOR 6ROLNDIN6 LOCAL UTILITY SPECIFICATIONS b" MIN. (TYP) b" 4,--4. b" MIN. (TYP) `' ONE LINE DIAGRAM CONDUIT TRENCH GROUNDING SCHEMATIC ,.1 SCALE: (24x36): NOT TO SCALE SCALE: (24"X:36"): NOT TO SCALE 3 SCALE: (24'X36'): NOT TO SCALE 4 ' ' 5 A SCALE: ( NOT TO SCALE SC ALE: (l rxI-r): NO T TO SCALE SCALE (11'X1'1'1: N0T TO SCALE 0 • GAZLEY AOk 1 -5 & HWY 217 clear O 2 01/09/07 ISSUED FOR CD FINAL PWR SNN; ELECTRICAL PLAN AND DETAILS PLOWMAN 2701 NW Vaughn ARCHITECTS OR- POR074 -A w broadband I 12/27/06 REISSUED FOR CD REVIEW PWR PWR SIANP Sulu 764 5808 LAKE WASHINGTON BLVD NE, SUITE 300 97210 JLK PWR SNNP Portland, 0, 14410 SW 72ND AVE 0 I1 /O6 /O6 ISSUED FOR CO REVIEW 503 274 7800 POWDER RIVER KIRKlANO. WASHINGTON 98033 PORTLAND, OR 97224 NO. DATE REVISIONS BY CHK 4pp'C CPA PROJECT N0. DRAWING NUYBER I REV 503 274 7803 F. Development Services. LLC TER: (425) 216 -7600 . n om 71F._9e R C 4 n FAX (425) 216 -7900 SCALE AS SHOWN I DESIGNED BY: pWP IfRAWN RV R 1 1- I