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Specifications
1079 N. 204 Avenue Elkhorn, NE 68022 SEMAAN ENGINEERING SOLUTIONS Ph: 402 - 289 -1888 Fax: 402 - 289 -1861 80 ft Andrew Monopole JAN 2 9 2007 Structural Analysis CITY Ut t l.uI KL IT Tr ni rr T YRrNtf! Prepared for: Global Signal 301 North Cattlemen Road, Suite 300 Sarasota, FL 34232 0R-PoRos eg Site: 3020961 / P054XC009 For: Clearwire Tigard, OR „ED� Roare , V' , a`' 477233i'�` JUN 3 0 la/ IN Oy 9 1> or �, !g' sit , D 0 ` O January 10, 200 / a 3 ?O S icL -- pi CITY OF TIGARD Approved . [ Xi r-:,nditionally Approved I i . only the w rk as tag n: P�� iMI'f No. ��l QO O See letter to: Folsov, ( Attach .. ( ) Job Address: _ MA � S . Date:3 Mr. Louis Belizaire Global Signal 301 North Cattlemen Road, Suite 300 Sarasota, FL 34232 Re: Site Number 3020961 I PO54XC009 — Tigard. OR. Dear Mr. Belizaire: 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 TINEIA-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 an 80 ft Andrew Monopole. Refer to Andrew job No 97686 dated August 8, 1997 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 2 RV65- 18- XXDPL2 78.0 2 PCS A 038 -19 Low Profile Platform (6) 7/8 QWEST 2 PCS A 090 -19 70.0 3 RR45- 19 -04 -DPL4 Flush Mounted (6) 7/8 Cricket 3 DB982F90E -M (9) 1 ,/ 55.0 3 RR90 -17 -00 Low Profile Platform (outside) Sprint 3 PCS A 065 -19-0 40.0 1 GPS antenna Flush Mounted (1) 1/2 Qwest 17.5 1 GPS antenna Flush Mounted (1) 1/2 Sprint (outside) Proposed Loads: Elev (ft) Qty Antennas Mounts Coax Carrier 1 Trimble 63.5 4 Nextnet BTS 2500 (4) Standoff (5) 5/16 Clearwire 4 84010057 59.5 2 HP2-23 (2) 1/2 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 with the exception of those for the loading at elevations for 55' and 17.5'. 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: 66.1 %. Foundation: Pole Reactions Original Design Current Analysis % Of Reactions Reactions Design Moment (ft-kips) 606.10 554.16 91.4 Shear (kips) 10.10 9.75 96.5 The analysis reactions are less than the design reactions therefore no foundation modifications are required. • Page 3 Review and Recommendations: Based on the analysis results, the existing structure meets the requirements per the TINEIA-222 Rev F standards for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed. • Page 4 SEMAAN ENGINEERING SOLUTIONS Job Information 1079 N.204th Avenue Pole : P054XC009 Code: TIAIEIA -222 Rev F Elkhorn, NE 68022 Description : Phone: 402-289-1888 Client: Global Signal Fax: 402 - 289 -1861 Location : 3020961 - Tigard, OR Shape : Round Base Elev (ft): 0.00 Copyright Semaan Engineering Solutions, Inc Height: 80.00 (ft) Taper: 0.000000(inlft) Sections Properties Diameter (in) Overlap Steel $.1:aO" ^ x Shaft Length Accross Flats Thick Joint Length Taper Grade 78'_0" 11.114 Section (ft) Top Bottom (in) Type (in) (in /ft) (ksi) 1 40.000 30.00 30.00 0.375 0.000 0.000000 50 2 40.000 24.00 24.00 0.375 Butt Joint 0.000 0.000000 50 Discrete Appurtenance 70' -0" C C Attach Force L L Elev (ft) Elev (ft) Qty Description 78.000 78.000 1 Low Profile Platform n 78.000 78.000 2 RV65- 18- XXDPL2 r 78.000 78.000 2 PCS A 038 -19 62' -0" 78.000 78.000 2 PCS A 090 -19 40 -0" 70.000 70.000 3 RR45- 19 -04 -DPL4 3/8" Thick 62.000 62.000 4 Standoff (50 KSI) 62.000 62.000 2 HP2 -23 62.000 63.500 Trimble 55' -0" 62.000 63.500 4 4 Nextnet BTS -2500 62.000 63.500 4 840 10057 55.000 55.000 1 Low Profile Platform 55.000 55.000 3 DB982F90E -M 55.000 55.000 3 RR90 -17 -00 55.000 55.000 3 PCS A 065 -19 -0 40.000 40.000 1 GPS antenna 17300 17.50(1 1 GPS antenna r Linear Appurtenance 0'_0 4" 40'_0" I v 80, -0" Elev (ft) Exposed L A From To Description To Wind 0.000 17.500 1/2" Coax Yes 0.000 40.000 1/2" Coax No 0.000 55.000 1 1/4" Coax Yes 0.000 62.500 112" Coax No 0.000 62.500 5116" Coax No 0.000 70.000 718" Coax No 0.000 78.000 718" Coax No Load Cases 40' -0" No Ice 80.00 mph Wind with No Ice 3/8" Thick Ice 69.28 mph Wind with Ice (50 KSI) Twist/Sway 50.00 mph Wind with No Ice L Reactions Moment Shear Axial Load Case (Kip -ft) (Kips) (Kips) No Ice 554.16 9.75 13.37 Ice 474.44 8.36 17.48 Twist/Sway 216.49 3.81 13.38 Dish Deflections Attach Deflection Rotation I - I Load Case Elev (ft) (in) (deg) I TwlsUSway 62.00 4.368 0.549 I 80'_0 A 78'_0" 1:F 70' -0" EQ I 62' -0" 11 [I 11 40 -0" 3/8" Thick (50 KSI) 55' -0" Q 40'-0" 40'-0" [ " 80• -0" 40' -0" 3/8" Thick 17 ._ 6 " [ (50 KSI) Y V I I Load Case : No Ice Max Stress 66.1% at 0.0ft 001 80.0 0.02 ! 0- 78.00I 0.70 40 75.000 40 1.67 40 70.000 0 2.91 40 65.000 3.68 0— 62.000 4.49 40 60.000 40 6.35 40 55.000 0 9 17 40 50.000 [} 11.98 40 _ 1 — 0- 9.49 14. 40 .r; 40.000 0- w 11.41 40 35.000 0 13.39 40 30.000 0 - 15.43 40 25.000 [] 17.52 40 20.000 18.58 [- 17.500 40 19.66 15.000 40 21.86 40 10.000 24.12 40 5.000 26.43 40 0.000 0.67 5.67 10.67 15.67 20.67 25.67 30.67 35.67 40 7 Stresses (ksl) Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:42 Ph Height : 80.00 (ft) Page: 1 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Shaft Section Properties Slip Bottom Top Sect Lenath Thick Fv Joint Joint Weiaht Dia Elev Area Ix W/t D/t Dia Elev Area Ix Wit D/t Taoer Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sgin) (In"4) Ratio Ratio (in) (ft) (sgin) (inA4) Ratio Ratio (in /ft) 1 40.000 0.3750 50 0.00 4,750 30.00 0.000 34.90 3831.8 0.00 80.00 30.00 40.00 34.90 3831.8 0.00 80.00 0.00000 2 40.000 0.3750 50 Butt Joint 0.00 3,788 24.00 40.00 27.83 1943.3 0.00 64.00 24.00 80.00 27.83 1943.3 0.00 64.00 0.00000 Shaft Weight 8,539 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elav Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 78.00 Low Profile Platform 1 1600.00 25.550 1.00 2100.00 27.320 1.00 0.000 0.000 78.00 RV65- 18- XXDPL2 2 11.60 3.300 1.00 30.00 3.819 1.00 0.000 0.000 78.00 PCS A 038 -19 2 43.00 7.522 1.00 93.00 8.302 1.00 0.000 0.000 78.00 PCS A 090 -19 2 24.00 7.075 1.00 68.00 7.802 1.00 0.000 0.000 70.00 RR45- 19- 04 -DPL4 3 23.00 5.600 0.75 51.55 6.193 0.75 0.000 0.000 62.00 Standoff 4 53.32 3.500 1.00 84.00 5.790 1.00 0.000 0.000 62.00 HP2 -23 2 90.00 3.960 1.00 128.00 4.300 1.00 0.000 0.000 62.00 Trimble 1 32.00 3.063 1.00 58.00 3.417 1.00 0.000 1.500 62.00 Nextnet BTS -2500 4 35.00 2.120 0.73 48.31 2.430 0.73 0.000 1.500 62.00 840 10057 4 10.00 2.491 0.72 24.19 2.968 0.72 0.000 1.500 55.00 Low Profile Platform 1 1600.00 25.550 1.00 2100.00 27.320 1.00 0.000 0.000 55.00 DB982F90E -M 3 10.00 4.800 0.67 35.00 5.750 0.67 0.000 0.000 55.00 RR90 -17 -00 3 12.00 5.230 - 0.67 35.00 5.800 0.67 0.000 0.000 55.00 PCS A 065 -19 -0 3 34.60 6.467 0.94 78.00 7.187 0.94 0.000 0.000 40.00 GPS antenna 1 50.00 2.000 1.00 100.00 3.000 1.00 0.000 0.000 17.50 GPS antenna 1 50.00 2.000 1.00 100.00 3.000 1.00 0.000 0.000 Totals 37 4301.28 6320.65 Number of Loadings : 16 Linear Appurtenance Properties Eiev Elev - No Ice - Ice From To Weight CaAa Weight CaAa Exposed (ft) (ft) Description (Ib /ft) (sf /ft) (Ib/ft) (sf /ft) To Wind 0.00 78.00 (6) 7/8" Coax 3.00 0.00 3.00 0.00 N 0.00 70.00 (6) 7/8" Coax 0.52 0.00 0.00 0.00 N 0.00 62.50 (2) 1/2" Coax 0.16 0.00 0.00 0.00 N 0.00 62.50 (5) 5/16" Coax 0.16 0.00 0.00 0.00 N 0.00 55.00 (9) 1 1/4" Coax 4.50 0.30 18.00 0.50 Y 0.00 40.00 (1) 1/2" Coax 0.16 0.00 0.16 0.00 N 0.00 17.50 (1) 1/2" Coax 0.16 0.00 0.32 0.00 Y Total Weight 547.07 (lb) 1,236.00 (Ib) Pole : P054XC009 Code: TIAIEIA -222 Rev F Copyright Semen Engineering Solutions, Inc - _ Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:42 Ph Height : 80.00 (ft) Page: 2 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) U x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Segment Properties (Max Len : 5ft) Sea Top Flat Elev Thick Dia Area lx W/t D/t Fy Fb Fa Weight (ft) Description (in) (in) (in "2) (in "4) Ratio Ratio (ksi) (ksi) (ksi) (lb) 0.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 0.0 5.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 593.8 10.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 593.8 15.00 0.3750 30.000 34.901 3.831.8 0.00 80.00 50 40 0 593.8 17.50 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 296.9 20.00 0.3750 30.000 34.901 3.831.8 0.00 80.00 50 40 0 296.9 25.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 593.8 30.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 593.8 35.00 0.3750 30.000 34.901 3.831.8 0.00 80.00 50 40 0 593.8 40.00 Too - Section 1 0.3750 30.000 34.901 3.831.8 0.00 80.00 50 40 0 593.8 40.00 Bot - Section 2 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 45.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 473.5 50.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 473.5 55.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 473.5 60.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 473.5 62.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 189.4 65.00 0.3750 24.000 27.833 1.943.3 0.00 64.00 50 40 0 284.1 70.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 473.5 75.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 473.5 78.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 284.1 80.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 189.4 8,538.8 F Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:42 Pit Height : 80.00 (ft) Page: 3 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 18 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 azGh 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 27.68 200.00 0.590 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 16.384 27.68 200.00 0.590 0.00 5.00 12.500 7.37 204.2 0.0 593.8 10.00 0.00 1.00 16.384 27.68 200.00 0.590 0.00 5.00 12.500 7.37 204.2 0.0 593.8 15.00 0.00 1.00 16.384 27.68 200.00 0.590 0.00 5.00 12.500 7.37 204.2 0.0 593.8 17.50 Appertunance(s) 0.00 1.00 16.384 27.68 200.00 0.590 0.00 2.50 6.250 3.69 102.1 0.0 296.9 20.00 0.00 1.00 16.384 27.68 200.00 0.590 0.00 2.50 6.250 3.69 102.1 0.0 296.9 25.00 0.00 1.00 16.384 27.68 200.00 0.590 0.00 5.00 12.500 7.37 204.2 0.0 593.8 30.00 0.00 1.00 16.384 27.68 200.00 0.590 0.00 5.00 12.500 7.37 204.2 0.0 593.8 35.00 0.00 1.01 16.662 28.15 201.68 0.590 0.00 5.00 12.500 7.37 207.7 0.0 593.8 40.00 Too - Section 1 0.00 1.05 17.310 29.25 205.57 0.590 0.00 5.00 12.500 7.37 215.7 0.0 593.8 45.00 0.00 1.09 17.902 30.25 167.24 0.590 0.00 5.00 10.000 5.90 178.5 0.0 473.5 50.00 0.00 1.12 18.449 31.17 169.78 0.590 0.00 5.00 10.000 5.90 184.0 0.0 473.5 55.00 Appertunance(s) 0.00 1.15 18.959 32.04 172.11 0.590 0.00 5.00 10.000 5.90 189.0 0.0 473.5 60.00 0.00 1.18 19.436 32.84 174.26 0.590 0.00 5.00 10.000 5.90 193.8 0.0 473.5 62.00 Appertunance(s) 0.00 1.19 19.619 33.15 175.08 0.590 0.00 2.00 4.000 2.36 78.2 0.0 189.4 RS_nn n.nn 1.21 19.11115 33.60 17R.2R 0.590 n.nn 3.nn R.nnn 3.54 119.0 n.n 2R4.1 70.00 Appertunance(s) 0.00 1.24 20.311 34.32 178.14 0.590 0.00 5.00 10.000 5.90 202.5 0.0 473.5 75.00 0.00 1.26 20.715 35.00 179.91 0.590 0.00 5.00 10.000 5.90 206.6 0.0 473.5 78.00 Appertunance(s) 0.00 1.27 20.949 35.40 180.92 0.590 0.00 3.00 6.000 3.54 125.3 0.0 284.1 80.00 0.00 1.28 21.101 35.66 181.57 0.590 0.00 2.00 4.000 2.36 84.2 0.0 189.4 Totals: 80.00 3,209.7 0.0 8,538.8 Pole : P054XC009 Copynght Semaan Engineering Solutions, Inc 9 Code: TIAIEIA -222 Rev F Y Location : 3020961 - Tigard, OR 1/10/2007 1:30:43 PII Height : 80.00 (ft) Page: 4 Shape: Round . Base Dia : 30.00 (in) Top Dia : 24.00 (in) U x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 18 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) (Ib) (lb -ft) (lb -ft) (Ib) 17.50 GPS antenna 1 16.384 27.689 1.00 2.00 0.000 0.000 55.38 0.00 0.00 50.00 40.00 GPS antenna 1 17.310 29.253 1.00 2.00 0.000 0.000 58.51 0.00 0.00 50.00 55.00 Low Profile Platform 1 18.959 32.040 1.00 25.55 0.000 0.000 818.62 0.00 0.00 1.600.00 55.00 DB982F90E -M 3 18.959 32.040 0.67 9.65 0.000 0.000 309.12 0.00 0.00 30.00 55.00 RR90 -17 -00 3 18.959 32.040 0.67 10.51 0.000 0.000 336.81 0.00 0.00 36.00 55.00 PCS A 065 -19 -0 3 18.959 32.040 0.94 18.24 0.000 0.000 584.31 0.00 0.00 103.80 62.00 Standoff 4 19.619 33.156 1.00 14.00 0.000 0.000 464.18 0.00 0.00 213.28 62.00 HP2 -23 2 19.619 33.156 1.00 7.92 0.000 0.000 262.59 0.00 0.00 180.00 62.00 Trimble 1 19.753 33.383 1.00 3.06 0.000 1.500 102.25 0.00 153.38 32.00 62.00 Nextnet BTS -2500 4 19.753 33.383 0.73 6.19 0.000 1.500 206.65 0.00 309.98 140.00 62.00 840 10057 4 19.753 33.383 0.72 7.17 0.000 1.500 239.49 0.00 359.24 40.00 70.00 RR45- 19- 04 -DPL4 3 20.311 34.325 0.75 12.60 0.000 0.000 432.50 0.00 0.00 69.00 78.00 Low Profile Platform 1 20.949 35.403 1.00 25.55 0.000 0.000 904.55 0.00 0.00 1.600.00 78.00 RV65- 18- XXDPL2 2 20.949 35.403 1.00 6.60 0.000 0.000 233.66 0.00 0.00 23.20 78.00 PCS A 038 -19 2 20.949 35.403 1.00 15.04 0.000 0.000 532.61 0.00 0.00 86.00 78.00 PCS A 090 -19 2 20.949 35.403 1.00 14.15 0.000 0.000 500.96 0.00 0.00 48.00 6,042.20 4,301.28 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:43 PA Height : 80.00 (ft) Page: 5 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Z./ Load Case: No Ice 80.00 mph Wind with No Ice 18 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Linear Appurtenance Segment Forces Seg Top Dead Elev Exposed Length Weight CaAa qz F X Load (ft) Description To Wind (ft) (Ib /ft) (sf /ft) (psf) (Ib) (Ib) 5.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 16.384 41.53 22.50 5.00 (1) 1/2" Coax Yes 5.00 0.16 0.00 16.384 0.00 0.80 10.00 (911 1/4" Coax Yes 5.00 4.50 0.30 16.384 41.53 22.50 10.00 (1) 1/2" Coax Yes 5.00 0.16 0.00 16.384 0.00 0.80 15.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 16.384 41.53 22.50 15.00 (1) 1/2" Coax Yes 5.00 0.16 0.00 16.384 0.00 0.80 17.50 (9) 1 1/4" Coax Yes 2.50 4.50 0.30 16.384 20.77 11.25 17.50 (1) 1/2" Coax Yes 2.50 0.16 0.00 16.384 0.00 0.40 20.00 (911 1/4" Coax Yes 2.50 4.50 0.30 16.384 20.77 11.25 25.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 16.384 41.53 22.50 30.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 16.384 41.53 22.50 35.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 16.662 42.24 22.50 40.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 17.310 43.88 22.50 45.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 17.902 45.38 22.50 50.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 18.449 46.77 22.50 55.00 (911 1/4" Coax Yes 5.00 4.50 0.30 18.959 48.06 22.50 Totals: 475.53 250.30 Pole : PO54XC009 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:43 Ph Height : 80.00 (ft) Page: 6 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) U x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 18 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) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 245.74 637.10 0.00 0.00 10.00 245.74 637.10 0.00 0.00 15.00 245.74 637.10 0.00 0.00 17.50 178.25 368.55 0.00 0.00 20.00 122.87 318.15 0.00 0.00 25.00 245.74 636.30 0.00 0.00 30.00 245.74 636.30 0.00 0.00 35.00 249.91 636.30 0.00 0.00 40.00 318.13 686.30 0.00 0.00 45.00 223.88 515.24 0.00 0.00 50.00 230.73 515.24 0.00 0.00 55.00 2,285.96 2,285.04 0.00 0.00 60.00 193.79 492.74 0.00 0.00 62.00 1.353.42 802.38 0.00 822.59 65.00 118.97 294.84 0.00 0.00 70.00 635.02 560.14 0.00 0.00 75.00 206.55 488.54 0.00 0.00 78.00 2,297.11 2,050.32 0.00 0.00 80.00 84.16 189.42 0.00 0.00 Totals: 9,727.44 13,387.11 0.00 822.59 • Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:43 Ph Height : 80.00 (ft) Page: 7 Shape : Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) Z./ x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 18 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 -9.750 - 13.370 0.000 0.000 0.000 - 554.161 0.000 0.000 0.000 0.000 5.00 -9.545 - 12.702 0.000 0.000 0.000 - 505.410 -0.106 0.000 0.106 -0.197 10.00 -9.332 - 12.039 0.000 0.000 0.000 - 457.684 -0.408 0.000 0.408 -0.375 15.00 -9.104 - 11.385 0.000 0.000 0.000 - 411.025 -0.888 0.000 0.888 -0.537 17.50 -8.936 - 11.007 0.000 0.000 0.000 - 388.264 -1.189 0.000 1.189 -0.611 20.00 -8.828 - 10.675 0.000 0.000 0.000 - 365.924 -1.528 0.000 1.528 -0.681 25.00 -8.595 - 10.024 0.000 0.000 0.000 - 321.782 -2.311 0.000 2.311 -0.809 30.00 -8.357 -9.376 0.000 0.000 0.000 - 278.806 -3.218 0.000 3.218 -0.920 35.00 -8.110 -8.732 0.000 0.000 0.000 - 237.021 -4.234 0.000 4.234 -1.016 40.00 -7.789 -8.042 0.000 0.000 0.000 - 196.472 -5.342 0.000 5.342 -1.096 45.00 -7.567 -7.520 0.000 0.000 0.000 - 157.526 -6.526 0.000 6.526 -1.162 50.00 -7.336 -6.998 0.000 0.000 0.000 - 119.694 -7.800 0.000 7.800 -1.263 55.00 -5.003 -4.760 0.000 0.000 0.000 - 83.016 -9.165 0.000 9.165 -1.338 60.00 -4.800 -4.270 0.000 0.000 0.000 - 57.999 - 10.595 0.000 10.595 -1.389 62.00 -3.429 -3.500 0.000 0.000 0.000 - 47.575 - 11.180 0.000 11.180 -1.405 65.00 -3.304 -3.207 0.000 0.000 0.000 - 37.288 - 12.069 0.000 12.069 -1.423 70.00 -2.656 -2.662 0.000 0.000 0.000 - 20.769 - 13.572 0.000 13.572 -1.445 75.00 -2.437 -2.178 0.000 0.000 0.000 -7.490 - 15.092 0.000 15.092 -1.455 78.00 -0.089 -0.187 0.000 0.000 0.000 -0.178 - 16.007 0.000 16.007 -1.457 80.00 -0.084 0.000 0.000 0.000 0.000 0.000 - 16.617 0.000 16.617 -1.457 Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:43 Ph Height : 80.00 (ft) Page: 8 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) X Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) U Load Case: No Ice 80.00 mph Wind with No Ice 18 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Stresses Seg Applied Stresses Allowable Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (Fa) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.38 0.56 0.00 0.00 0.00 26.03 26.43 40.0 0.0 0.661 5.00 0.36 0.55 0.00 0.00 0.00 23.74 24.12 40.0 0.0 0.603 10.00 0.34 0.54 0.00 0.00 0.00 21.50 21.86 40.0 0.0 0.547 15.00 0.33 0.52 0.00 0.00 0.00 19.31 19.66 40.0 0.0 0.491 17.50 0.32 0.51 0.00 0.00 0.00 18.24 18.58 40.0 0.0 0.464 20.00 0.31 0.51 0.00 0.00 0.00 17.19 17.52 40.0 0.0 0.438 25.00 0.29 0.49 0.00 0.00 0.00 15.12 15.43 40.0 0.0 0.386 30.00 0.27 0.48 0.00 0.00 0.00 13.10 13.39 40.0 0.0 0.335 35.00 0.25 0.47 0.00 0.00 0.00 11.13 11.41 40.0 0.0 0.285 40.00 0.23 0.45 0.00 0.00 0.00 9.23 9.49 40.0 0.0 0.237 40.00 0.29 0.56 0.00 0.00 0.00 14.56 14.88 40.0 0.0 0.372 45.00 0.27 0.54 0.00 0.00 0.00 11.67 11.98 40.0 0.0 0.300 50.00 0.25 0.53 0.00 0.00 0.00 8.87 9.17 40.0 0.0 0.229 55.00 0.17 0.36 0.00 0.00 0.00 6.15 6.35 40.0 0.0 0.159 60.00 0.15 0.35 0.00 0.00 0.00 4.30 4.49 40.0 0.0 0.112 62.00 0.13 0.25 0.00 0.00 0.00 3.53 3.68 40.0 0.0 0.092 65.00 0.12 0.24 0.00 0.00 0.00 2.76 2.91 40.0 0.0 0.073 70.00 0.10 0.19 0.00 0.00 0.00 1.54 1.67 40.0 0.0 0.042 75.00 0.08 0.18 0.00 0.00 0.00 0.55 0.70 40.0 0.0 0.018 78.00 0.01 0.01 0.00 0.00 0.00 0.01 0.02 40.0 0.0 0.001 80.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 40.0 0.0 0.000 Pole : P054XC009 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR 1/10/2007 1:30:44 Ph Height : 80.00 (ft) Page: 9 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) U x Taper : 0.000000 (in/ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 18 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 az c Gh 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 20.76 173.20 0.590 0.50 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 12.287 20.76 173.20 0.590 0.50 5.00 12.917 7.62 158.3 93.1 686.9 10.00 0.00 1.00 12.287 20.76 173.20 0.590 0.50 5.00 12.917 7.62 158.3 93.1 686.9 15.00 0.00 1.00 12.287 20.76 173.20 0.590 0.50 5.00 12.917 7.62 158.3 93.1 686.9 17.50 Appertunance(s) 0.00 1.00 12.287 20.76 173.20 0.590 0.50 2.50 6.458 3.81 79.1 46.6 343.5 20.00 0.00 1.00 12.287 20.76 173.20 0.590 0.50 2.50 6.458 3.81 79.1 46.6 343.5 25.00 0.00 1.00 12.287 20.76 173.20 0.590 0.50 5.00 12.917 7.62 158.3 93.1 686.9 30.00 0.00 1.00 12.287 20.76 173.20 0.590 0.50 5.00 12.917 7.62 158.3 93.1 686.9 35.00 0.00 1.01 12.496 21.11 174.66 0.590 0.50 5.00 12.917 7.62 160.9 93.1 686.9 40.00 Too - Section 1 0.00 1.05 12.982 21.93 178.02 0.590 0.50 5.00 12.917 7.62 167.2 93.1 686.9 45.00 0.00 1.09 13.426 22.69 144.83 0.590 0.50 5.00 10.417 6.15 139.4 74.8 548.3 50.00 0.00 1.12 13.836 23.38 147.03 0.590 0.50 5.00 10.417 6.15 143.7 74.8 548.3 55.00 Appertunance(s) 0.00 1.15 14.218 24.02 149.05 0.590 0.50 5.00 10.417 6.15 147.7 74.8 548.3 60.00 0.00 1.18 14.576 24.63 150.91 0.590 0.50 5.00 10.417 6.15 151.4 74.8 548.3 62.00 Appertunance(s) 0.00 1.19 14.713 24.86 151.62 0.590 0.50 2.00 4.167 2.46 61.1 29.9 219.3 R5.nn n.nn 1.21 14.913 25.20 152.64 n.sgn n.5n 3.nn R.25n 3.69 92.9 MA 329.n 70.00 Appertunance(s) 0.00 1.24 15.232 25.74 154.27 0.590 0.50 5.00 10.417 6.15 158.2 74.8 548.3 75.00 0.00 1.26 15.536 26.25 155.80 0.590 0.50 5.00 10.417 6.15 161.4 74.8 548.3 78.00 Appertunance(s) 0.00 1.27 15.711 26.55 156.67 0.590 0.50 3.00 6.250 3.69 97.9 44.9 329.0 80.00 0.00 1.28 15.825 26.74 157.24 0.590 0.50 2.00 4.167 2.46 65.7 29.9 219.3 Totals: 80.00 2,497.1 1,343.2 9,882.0 Pole : P054XC009 Code: TIA/EIA -222 Rev F CopynghtSemaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:44 PR Height : 80.00 (ft) Page: 10 Shape: Round . Base Dia : 30.00 (in) Top Dia : 24.00 (in) / x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Z Load Case: Ice 69.28 mph Wind with Ice 18 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) (Ib) (Ib -ft) (Ib -ft) (Ib) 17.50 GPS antenna 1 12.287 20.766 1.00 3.00 0.000 0.000 62.30 0.00 0.00 100.00 40.00 GPS antenna 1 12.982 21.939 1.00 3.00 0.000 0.000 65.82 0.00 0.00 100.00 55.00 Low Profile Platform 1 14.218 24.029 1.00 27.32 0.000 0.000 656.46 0.00 0.00 2,100.00 55.00 DB982F90E -M 3 14.218 24.029 0.67 11.56 0.000 0.000 277.71 0.00 0.00 105.00 55.00 RR90 -17 -00 3 14.218 24.029 0.67 11.66 0.000 0.000 280.13 0.00 0.00 105.00 55.00 PCS A 065 -19 -0 3 14.218 24.029 0.94 20.27 0.000 0.000 487.00 0.00 0.00 234.00 62.00 Standoff 4 14.713 24.865 1.00 23.16 0.000 0.000 575.88 0.00 0.00 336.00 62.00 HP2 -23 2 14.713 24.865 1.00 8.60 0.000 0.000 213.84 0.00 0.00 256.00 62.00 Trimble 1 14.814 25.036 1.00 3.42 0.000 1.500 85.55 0.00 128.32 58.00 62.00 Nextnet BTS -2500 4 14.814 25.036 0.73 7.10 0.000 1.500 177.64 0.00 266.46 193.24 62.00 840 10057 4 14.814 25.036 0.72 8.55 0.000 1.500 214.00 0.00 321.00 96.76 70.00 RR45- 19- 04 -DPL4 3 15.232 25.743 0.75 13.93 0.000 0.000 358.70 0.00 0.00 154.65 78.00 Low Profile Platform 1 15.711 26.551 1.00 27.32 0.000 0.000 725.37 0.00 0.00 2.100.00 78.00 RV65- 18- XXDPL2 2 15.711 26.551 1.00 7.64 0.000 0.000 202.80 0.00 0.00 60.00 78.00 PCS A 038 -19 2 15.711 26.551 1.00 16.60 0.000 0.000 440.85 0.00 0.00 186.00 78.00 PCS A 090 -19 2 15.711 26.551 1.00 15.60 0.000 0.000 414.30 0.00 0.00 136.00 5,238.34 6,320.65 Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:44 Ph Height : 80.00 (ft) Page: 11 Shape: Round . Base Dia : 30.00 (in) Top Dia : 24.00 (in) U x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 18 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Linear Appurtenance Segment Forces Seg Top Dead Elev Exposed Length Weight CaAa qz F X Load (ft) Description To Wind (ft) (Ib /ft) (eft) (psf) (Ib) (Ib) 5.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 12.287 51.91 90.00 5.00 (1) 1/2" Coax Yes 5.00 0.32 0.00 12.287 0.00 1.60 10.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 12.287 51.91 90.00 10.00 (1) 1/2" Coax Yes 5.00 0.32 0.00 12.287 0.00 1.60 15.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 12.287 51.91 90.00 15.00 (1) 1/2" Coax Yes 5.00 0.32 0.00 12.287 0.00 1.60 17.50 (9) 1 1/4" Coax Yes 2.50 18.00 0.50 12.287 25.96 45.00 17.50 (1) 1/2" Coax Yes 2.50 0.32 0.00 12.287 0.00 0.80 20.00 (911 1/4" Coax Yes 2.50 18.00 0.50 12.287 25.96 45.00 25.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 12.287 51.91 90.00 30.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 12.287 51.91 90.00 35.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 12.496 52.79 90.00 40.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 12.982 54.85 90.00 45.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 13.426 56.72 90.00 50.00 (9) 1 1/4" Coax Yes 5.00 18.00 0.50 13.836 58.46 90.00 55.00 (911 1/4" Coax Yes 5.00 18.00 0.50 14.218 60.07 90.00 Totals: 594.38 995.60 • Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • . Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:45 Ph Height : 80.00 (ft) Page: 12 Shape: Round . Base Dia : 30.00 (in) Top Dia : 24.00 (in) / x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) z/ Load Case: Ice 69.28 mph Wind with Ice 18 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 5.00 210.16 798.51 0.00 0.00 10.00 210.16 798.51 0.00 0.00 15.00 210.16 798.51 0.00 0.00 17.50 167.38 499.26 0.00 0.00 20.00 105.08 398.46 0.00 0.00 25.00 210.16 796.91 0.00 0.00 30.00 210.16 796.91 0.00 0.00 35.00 213.73 796.91 0.00 0.00 40.00 287.86 896.91 0.00 0.00 45.00 196.17 657.53 0.00 0.00 50.00 202.17 657.53 0.00 0.00 55.00 1,909.04 3,201.53 0.00 0.00 60.00 151.39 567.53 0.00 0.00 62.00 1.328.04 1.167.01 0.00 715.79 65.00 92.94 339.72 0.00 0.00 70.00 516.91 720.58 0.00 0.00 75.00 161.36 ' 563.33 0.00 0.00 78.00 1,881.23 2.820.00 0.00 0.00 80.00 65.74 219.33 0.00 0.00 Totals: 8,329.85 17,495.00 0.00 715.79 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:45 Ph Height : 80.00 (ft) Page: 13 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 18 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 -8.356 - 17.482 0.000 0.000 0.000 - 474.443 0.000 0.000 0.000 0.000 5.00 -8.191 - 16.661 0.000 0.000 0.000 - 432.665 -0.091 0.000 0.091 -0.168 10.00 -8.018 - 15.843 0.000 0.000 0.000 - 391.710 -0.349 0.000 0.349 -0.321 15.00 -7.828 - 15.033 0.000 0.000 0.000 - 351.622 -0.760 0.000 0.760 -0.459 17.50 -7.672 - 14.527 0.000 0.000 0.000 - 332.052 -1.018 0.000 1.018 -0.523 20.00 -7.584 - 14.118 0.000 0.000 0.000 - 312.872 -1.308 0.000 1.308 -0.583 25.00 -7.389 - 13.310 0.000 0.000 0.000 - 274.950 -1.978 0.000 1.978 -0.692 30.00 -7.188 - 12.505 0.000 0.000 0.000 - 238.005 -2.754 0.000 2.754 -0.787 35.00 -6.978 - 11.702 0.000 0.000 0.000 - 202.066 -3.623 0.000 3.623 -0.869 40.00 -6.688 - 10.803 0.000 0.000 0.000 - 167.176 -4.570 0.000 4.570 -0.937 45.00 -6.493 - 10.140 0.000 0.000 0.000 - 133.738 -5.583 0.000 5.583 -0.993 50.00 -6.292 -9.479 0.000 0.000 0.000 - 101.272 -6.671 0.000 6.671 -1.079 55.00 -4.326 -6.311 0.000 0.000 0.000 - 69.814 -7.836 0.000 7.836 -1.142 60.00 -4.166 -5.745 0.000 0.000 0.000 - 48.182 -9.057 0.000 9.057 -1.185 62.00 -2.815 -4.605 0.000 0.000 0.000 - 39.134 -9.556 0.000 9.556 -1.198 65.00 -2.717 -4.266 0.000 0.000 0.000 - 30.687 - 10.314 0.000 10.314 -1.213 70.00 -2.185 -3.556 0.000 0.000 0.000 - 17.104 - 11.594 0.000 11.594 -1.231 75.00 -2.012 -2.996 0.000 0.000 0.000 -6.177 - 12.889 0.000 12.889 -1.239 78.00 -0.070 -0.218 0.000 0.000 0.000 -0.141 - 13.668 0.000 13.668 -1.241 80.00 -0.066 0.000 0.000 0.000 0.000 0.000 - 14.187 0.000 14.187 -1.241 Pole : P054XC009 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • • Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:45 Ph Height : 80.00 (ft) Page: 14 Shape: Round • Base Dia : 30.00 (in) Top Dia : 24.00 (in) / x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) z/ Load Case: Ice 69.28 mph Wind with Ice 18 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Stresses Seg Applied Stresses Allowable Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (Fa) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.50 0.48 0.00 0.00 0.00 22.29 22.80 40.0 0.0 0.570 5.00 0.48 0.47 0.00 0.00 0.00 20.32 20.82 40.0 0.0 0.521 10.00 0.45 0.46 0.00 0.00 0.00 18.40 18.87 40.0 0.0 0.472 15.00 0.43 0.45 0.00 0.00 0.00 16.52 16.97 40.0 0.0 0.424 17.50 0.42 0.44 0.00 0.00 0.00 15.60 16.03 40.0 0.0 0.401 20.00 0.40 0.43 0.00 0.00 0.00 14.70 15.12 40.0 0.0 0.378 25.00 0.38 0.42 0.00 0.00 0.00 12.92 13.32 40.0 0.0 0.333 30.00 0.36 0.41 0.00 0.00 0.00 11.18 11.56 40.0 0.0 0.289 35.00 0.34 0.40 0.00 0.00 0.00 9.49 9.85 40.0 0.0 0.246 40.00 0.31 0.38 0.00 0.00 0.00 7.85 8.19 40.0 0.0 0.205 40.00 0.39 0.48 0.00 0.00 0.00 12.39 12.80 40.0 0.0 0.320 45.00 0.36 0.47 0.00 0.00 0.00 9.91 10.31 40.0 0.0 0.258 50.00 0.34 0.45 0.00 0.00 0.00 7.50 7.88 40.0 0.0 0.197 55.00 0.23 0.31 0.00 0.00 0.00 5.17 5.43 40.0 0.0 0.136 60.00 0.21 0.30 0.00 0.00 0.00 3.57 3.81 40.0 0.0 0.095 62.00 0.17 0.20 0.00 0.00 0.00 2.90 3.09 40.0 0.0 0.077 65.00 0.15 0.20 0.00 0.00 0.00 2.27 2.45 40.0 0.0 0.061 70.00 0.13 0.16 0.00 0.00 0.00 1.27 1.42 40.0 0.0 0.036 75.00 0.11 0.14 0.00 0.00 0.00 0.46 0.62 40.0 0.0 0.015 78.00 0.01 0.01 0.00 0.00 0.00 0.01 0.02 40.0 0.0 0.001 80.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 40.0 0.0 0.000 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Location : 3020961 - Tigard, OR 1/10/2007 1:30:45 PR Height : 80.00 (ft) Page: 15 Shape: Round • Base Dia : 30.00 (in) Top Dia : 24.00 (in) / x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 18 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 Bev qz azGh 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 10.81 125.00 0.590 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 10.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 15.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 17.50 Appertunance(s) 0.00 1.00 6.400 10.81 125.00 0.590 0.00 2.50 6.250 3.69 39.9 0.0 296.9 20.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 2.50 6.250 3.69 39.9 0.0 296.9 25.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 30.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 35.00 0.00 1.01 6.509 10.99 126.05 0.590 0.00 5.00 12.500 7.37 81.1 0.0 593.8 40.00 Too - Section 1 0.00 1.05 6.762 11.42 128.48 0.590 0.00 5.00 12.500 7.37 84.3 0.0 593.8 45.00 0.00 1.09 6.993 11.81 104.53 0.590 0.00 5.00 10.000 5.90 69.7 0.0 473.5 50.00 0.00 1.12 7.207 12.17 106.11 0.590 0.00 5.00 10.000 5.90 71.9 0.0 473.5 55.00 Appertunance(s) 0.00 1.15 7.406 12.51 107.57 0.590 0.00 5.00 10.000 5.90 73.8 0.0 473.5 60.00 0.00 1.18 7.592 12.83 108.91 0.590 0.00 5.00 10.000 5.90 75.7 0.0 473.5 62.00 Appertunance(s) 0.00 1.19 7.664 12.95 109.42 0.590 0.00 2.00 4.000 2.36 30.6 0.0 189.4 65.00 n_00 1.21 7.766 13.12 1 1n.1R n s90 0.00 3.nn 6.000 3.54 46.5 n.n 264.1 70.00 Appertunance(s) 0.00 1.24 7.934 13.40 111.34 0.590 0.00 5.00 10.000 5.90 79.1 0.0 473.5 75.00 0.00 1.26 8.092 13.67 112.44 0.590 0.00 5.00 10.000 5.90 80.7 0.0 473.5 78.00 Appertunance(s) 0.00 1.27 8.183 13.82 113.07 0.590 0.00 3.00 6.000 3.54 49.0 0.0 284.1 80.00 0.00 1.28 8.242 13.93 113.48 0.590 0.00 2.00 4.000 2.36 32.9 0.0 189.4 Totals: 80.00 1,253.8 0.0 8,538.8 Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:46 Ph Height : 80.00 (ft) Page: 16 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) U Load Case: Twist/Sway 50.00 mph Wind with No Ice 18 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) (Ib) (lb -ft) (Ib -ft) (Ib) 17.50 GPS antenna 1 6.400 10.816 1.00 2.00 0.000 0.000 21.63 0.00 0.00 50.00 40.00 GPS antenna 1 6.762 11.427 1.00 2.00 0.000 0.000 22.85 0.00 0.00 50.00 55.00 Low Profile Platform 1 7.406 12.516 1.00 25.55 0.000 0.000 319.77 0.00 0.00 1.600.00 55.00 DB982F90E -M 3 7.406 12.516 0.67 9.65 0.000 0.000 120.75 0.00 0.00 30.00 55.00 RR90 -17 -00 3 7.406 12.516 0.67 10.51 0.000 0.000 131.57 0.00 0.00 36.00 55.00 PCS A 065 -19 -0 3 7.406 12.516 0.94 18.24 0.000 0.000 228.25 0.00 0.00 103.80 62.00 Standoff 4 7.664 12.951 1.00 14.00 0.000 0.000 181.32 0.00 0.00 213.28 62.00 HP2 -23 2 7.664 12.951 1.00 7.92 0.000 0.000 102.58 0.00 0.00 180.00 62.00 Trimble 1 7.716 13.040 1.00 3.06 0.000 1.500 39.94 0.00 59.91 32.00 62.00 Nextnet BT5-2500 4 7.716 13.040 0.73 6.19 0.000 1.500 80.72 0.00 121.09 140.00 62.00 840 10057 4 7.716 13.040 0.72 7.17 0.000 1.500 93.55 0.00 140.33 40.00 70.00 RR45- 19- 04 -DPL4 3 7.934 13.408 0.75 12.60 0.000 0.000 168.95 0.00 0.00 69.00 78.00 Low Profile Platform 1 8.183 13.829 1.00 25.55 0.000 0.000 353.34 0.00 0.00 1.600.00 78.00 RV65- 18- XXDPL2 2 8.183 13.829 1.00 6.60 0.000 0.000 91.27 0.00 0.00 23.20 78.00 PCS A 038 -19 2 8.183 13.829 1.00 15.04 0.000 0.000 208.05 0.00 0.00 86.00 78.00 PCS A 090 -19 2 8.183 13.829 1.00 14.15 0.000 0.000 195.69 0.00 0.00 48.00 2,360.24 4,301.28 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc • Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:46 Ph Height : 80.00 (ft) Page: 17 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) U x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 18 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Linear Appurtenance Segment Forces Seg Top Dead Elev Exposed Length Weight CaAa qz F X Load (ft) Description To Wind (ft) (lb /ft) (sf /ft) (psf) (Ib) (Ib) 5.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 6.400 16.22 22.50 5.00 (1) 1/2" Coax Yes 5.00 0.16 0.00 6.400 0.00 0.80 10.00 (911 1/4" Coax Yes 5.00 4.50 0.30 6.400 16.22 22.50 10.00 (1) 1/2" Coax Yes 5.00 0.16 0.00 6.400 0.00 0.80 15.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 6.400 16.22 22.50 15.00 (1) 1/2" Coax Yes 5.00 0.16 0.00 6.400 0.00 0.80 17.50 (9) 1 1/4" Coax Yes 2.50 4.50 0.30 6.400 8.11 11.25 17.50 (1) 1/2" Coax Yes 2.50 0.16 0.00 6.400 0.00 0.40 20.00 (9) 1 1/4" Coax Yes 2.50 4.50 0.30 6.400 8.11 11.25 25.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 6.400 16.22 22.50 30.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 6.400 16.22 22.50 35.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 6.509 16.50 22.50 40.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 6.762 17.14 22.50 45.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 6.993 17.73 22.50 50.00 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 7.207 18.27 22.50 55.00 (911 1/4" Coax Yes 5.00 4.50 0.30 7.406 18.77 22.50 Totals: 185.75 250.30 Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:46 Ph Height : 80.00 (ft) Page: 18 Shape: Round . Base Dia : 30.00 (in) Top Dia : 24.00 (in) Z./ x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 18 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 95.99 637.10 0.00 0.00 10.00 95.99 637.10 0.00 0.00 15.00 95.99 637.10 0.00 0.00 17.50 69.63 368.55 0.00 0.00 20.00 48.00 318.15 0.00 0.00 25.00 95.99 636.30 0.00 0.00 30.00 95.99 636.30 0.00 0.00 35.00 97.62 636.30 0.00 0.00 40.00 124.27 686.30 0.00 0.00 45.00 87.45 515.24 0.00 0.00 50.00 90.13 515.24 0.00 0.00 55.00 892.95 2,285.04 0.00 0.00 60.00 75.70 492.74 0.00 0.00 62.00 528.68 802.38 0.00 321.33 65.00 46.47 294.84 0.00 0.00 70.00 248.06 560.14 0.00 0.00 75.00 80.68 488.54 0.00 0.00 78.00 897.31 2,050.32 0.00 0.00 80.00 32.87 189.42 0.00 0.00 Totals: 3,799.78 13,387.11 0.00 321.33 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Co pyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:46 Ph Height : 80.00 (ft) Page: 19 Shape: Round - Base Dia : 30.00 (in) Top Dia : 24.00 (in) / x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 18 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 -3.809 - 13.384 0.000 0.000 0.000 - 216.494 0.000 0.000 0.000 0.000 5.00 -3.729 - 12.743 0.000 0.000 0.000 - 197.451 -0.041 0.000 0.041 -0.077 10.00 -3.645 - 12.102 0.000 0.000 0.000 - 178.808 -0.159 0.000 0.159 -0.147 15.00 -3.557 - 11.462 0.000 0.000 0.000 - 160.581 -0.347 0.000 0.347 -0.210 17.50 -3.491 - 11.092 0.000 0.000 0.000 - 151.690 -0.465 0.000 0.465 -0.239 20.00 -3.449 - 10.772 0.000 0.000 0.000 - 142.963 -0.597 0.000 0.597 -0.266 25.00 -3.358 - 10.133 0.000 0.000 0.000 - 125.719 -0.903 0.000 0.903 -0.316 30.00 -3.265 -9.495 0.000 0.000 0.000 - 108.929 -1.257 0.000 1.257 -0.359 35.00 -3.168 -8.858 0.000 0.000 0.000 - 92.605 -1.654 0.000 1.654 -0.397 40.00 -3.043 -8.171 0.000 0.000 0.000 - 76.764 -2.087 0.000 2.087 -0.428 45.00 -2.956 -7.654 0.000 0.000 0.000 - 61.548 -2.550 0.000 2.550 -0.454 50.00 -2.866 -7.138 0.000 0.000 0.000 - 46.767 -3.047 0.000 3.047 -0.494 55.00 -1.955 -4.860 0.000 0.000 0.000 - 32.436 -3.581 0.000 3.581 -0.523 60.00 -1.876 -4.368 0.000 0.000 0.000 - 22.662 -4.139 0.000 4.139 -0.543 62.00 -1.340 -3.570 0.000 0.000 0.000 - 18.589 -4.368 0.000 4.368 -0.549 65.00 -1.291 -3.276 0.000 0.000 0.000 - 14.570 -4.716 0.000 4.716 -0.556 70.00 -1.038 -2.718 0.000 0.000 0.000 -8.115 -5.303 0.000 5.303 -0.564 75.00 -0.952 -2.230 0.000 0.000 0.000 -2.926 -5.897 0.000 5.897 -0.568 78.00 -0.035 -0.189 0.000 0.000 0.000 -0.069 -6.254 0.000 6.254 -0.569 80.00 -0.033 0.000 0.000 0.000 0.000 0.000 -6.492 0.000 6.492 -0.569 Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:46 PI Height : 80.00 (ft) Page: 20 Shape: Round ' Base Dia : 30.00 (in) Top Dia : 24.00 (in) x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 18 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Stresses Seg Applied Stresses Allowable Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (Fa) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.38 0.22 0.00 0.00 0.00 10.17 10.56 40.0 0.0 0.264 5.00 0.37 0.21 0.00 0.00 0.00 9.28 9.65 40.0 0.0 0.241 10.00 0.35 0.21 0.00 0.00 0.00 8.40 8.75 40.0 0.0 0.219 15.00 0.33 0.20 0.00 0.00 0.00 7.54 7.88 40.0 0.0 0.197 17.50 0.32 0.20 0.00 0.00 0.00 7.13 7.45 40.0 0.0 0.186 20.00 0.31 0.20 0.00 0.00 0.00 6.72 7.03 40.0 0.0 0.176 25.00 0.29 0.19 0.00 0.00 0.00 5.91 6.21 40.0 0.0 0.155 30.00 0.27 0.19 0.00 0.00 0.00 5.12 5.40 40.0 0.0 0.135 35.00 0.25 0.18 0.00 0.00 0.00 4.35 4.61 40.0 0.0 0.115 40.00 0.23 0.17 0.00 0.00 0.00 3.61 3.85 40.0 0.0 0.096 40.00 0.29 0.22 0.00 0.00 0.00 5.69 5.99 40.0 0.0 0.150 45.00 0.28 0.21 0.00 0.00 0.00 4.56 4.85 40.0 0.0 0.121 50.00 0.26 0.21 0.00 0.00 0.00 3.47 3.74 40.0 0.0 0.093 55.00 0.17 0.14 0.00 0.00 0.00 2.40 2.59 40.0 0.0 0.065 60.00 0.16 0.13 0.00 0.00 0.00 1.68 1.85 40.0 0.0 0.046 62.00 0.13 0.10 0.00 0.00 0.00 1.38 1.51 40.0 0.0 0.038 65.00 0.12 0.09 0.00 0.00 0.00 1.08 1.21 40.0 0.0 0.030 70.00 0.10 0.07 0.00 0.00 0.00 0.60 0.71 40.0 0.0 0.018 75.00 0.08 0.07 0.00 0.00 0.00 0.22 0.32 40.0 0.0 0.008 78.00 0.01 0.00 0.00 0.00 0.00 0.01 0.01 40.0 0.0 0.000 80.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.0 0.0 0.000 r Pole : P054XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 1/10/2007 1:30:47 PR Height : 80.00 (ft) Page: 21 Shape: Round • Base Dia : 30.00 (in) Top Dia : 24.00 (in) U x Taper : 0.000000 (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 9.8 0.00 13.37 0.00 0.00 554.16 26.43 40.0 0.00 0.661 Ice 8.4 0.00 17.48 0.00 0.00 474.44 22.80 40.0 0.00 0.570 Twist/Sway 3.8 0.00 13.38 0.00 0.00 216.49 10.56 40.0 0.00 0.264 V t J � 02�7-- sI l a39L:9 - 2g/ r e ) . • _ C I e a e w . R wireless broadband jAN 2 9 2007 SITE NAME Cli• of, Liu BULL MOUNTAIN liflT. ri nniminN SITE NUMBER OR- POR058 -A DRAWING INDEX REV. DIRECTIONS PROJECT INFORMATION FROM THE PORTLAND INTERNATIONAL AIRPORT TAKE I -205 SOUTH. AT EXIT 2115, TAKE RAMP ONTO — I -84 TOWARDS PORTLAND. TURN OFF RAMP TOWARDS SALEMBEAVERTON. TAKE RAMP LEFT ONTO 1 -5 TOWARDS SALEMBEAVERTON. AT EXIT 294, TAKE RAMP ONTO SR -99W SW BARBER BLVD_ TAKE RAMP SCOPE OF WORK: AN UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING C T -1.0 TITLE 91-IEET I RIGHT ONTO HWY 211 TOWARDS BEAVERTON. AT EXIT 4, TURN RIGHT ONTO RAMP. TURN LEFT SOUTH CO- LOCATING ON AN EXISTING MONOPOLE WITH THE INSTALLATION ONTO SCROLLS FERRY RD. OF 4 ANTENNAS 4 MICROWAVE DISHES, AND I OUTDOOR EQUIPMENT G -10 GENERAL NOTES 4 GROUNDING SPECIFICATIONS I CABINET ON A PRECAST CONCRETE EQUIPMENT PAD AT THE TOWER BASE. A -I0 SITE PLAN AND ENLARGED SITE PLAN I SITE ADDRESS: 12390 SW SCROLLS FERRY RD. PORTLAND, OR 91223 A -2.0 ELEVATIONS 1 TOWER OUTER: GLOBAL SIGNAL A -3.0 EQUIPMENT CABINET DETAILS I VICINiTY MAP GLOBAL SIGNAL SITE NO 3020961 A -40 ANTENNA DETAILS I • '4• lrit C^ 07,AfF#. " Yj r...1 "/ -; i - rl� ��y�, 1{ "t . 1 ' ' •+1,� 5 .u , , c. �[(. M @ 1 • Lv. ,• 0 �4 5.. iA;xXt �-( j ` 4`�. rUti lv- 1 y -I •Z' h,. E -I.0 ELECTRICAL PLAN AND DETAILS 1 ,0 I. ',49..34 rp �`!4 • • - ,.! ± v r ` � r !(l t` t ' 4; u .'It�; 1 : `> r ' �:, h.'}' 1 . r PROPERTY OWNER: 12415 DENNIS TMA S . r r.• .¢, �= �'f,rsz?,�. • i:� , � >,.,,� 4 `r � ���;}. Fri ;',441;"' � ;J4 Red Tali '. 12415 SW MAIN ST. Ot - ,!'' +, 'N., Y " 1r1c7:r, .r '• „ - _ lY It t, .. Iv' j ti7' ' , 4 94;:g`''vr - l . - Golf Center , E o g \ • >rC l;' F, , inn'+'- t. 1, v ` ; , . x TIGARD, OR 91223 ,. >�+' ri"i•�(,} E . 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C T ". s ' ` �' d " s I '', ,,, ,,,do 1, ,,, r , a . T. `� � $ hW:%. i S 1 1 = • 1 • : y y R� v1'• ; �i }ti` i + , , ,,• „ e, , - Y ,t" rt ti U+ � : ' f. `" ` • , -,,,Ts .,)-w: a nom `; , „ ,: y``^ ': � ( 1 0 : ` `� ”` • U » ?6 SITE QUALIFICATION PARTICIPANTS • -ti. -2 • .', . c i:10 5 pr 4 -'7: F.b5 -,A s ° `+ rY. t-f," /lt: "E'JY l S' ': „6 + 7a " ! 1': , , F' . r , .4 v fi g ' d - µ, r- 45-?,.,,, '' .. . , t` , ,, �� W �. �7 + ��l ::�'a " " � , ,�."� '; �hS u °'� v , ,r x i° rq . ,z' t R E, 4' �— !y A/E: ::: n . ,.YtiP f , e,.* , '� :.{. �. , - r" _ • ? , � ∎4lti{•Sr7t ,, .', s., �.A.: PER K h „ > r fi' r'. �. u �. � _ ,4 GENERAL CONTACT: VER DEVELOPMENT ,.� 0 - ,<,,,5• i�.,y ` T igafd�;;•a 1TGreenburg l614) 219 -3333 , .i',. . ,0 7.ST , ; 44 v `f 13 'j 7 kN Str --° ` ' 4 ter-,= • -. • SERVICES. LLC. !S!(• ::�'I”- 1� -lei ' - "'j ��.'� ,.4 ■•!r v c.. . 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PLOWMAN BULL MOUNTAIN rmE SHEET 2701 NW Vwghn ARCHITECTS OR- POR058 -A wireless broadband 1 12/12/06 REISSUED FOR CD REVIEW PWR PWR SMNP Suite 7H 5808 LAKE WASHINGTON BLVD NE, SUITE 300 Pon Or.97210 POWDER RIVER 12390 SW SCROLLS FERRY RD 0 12 /08/08 ISSUED FOR CD RENEW JT PWR SMNP 303 274 7800 Development SeMCPS, LLC PORTLAND, OR 97223 KIRK D 2116 7600 TEL 507 274 7803 Fax Development DATE REVISIONS BY CHK RPP'C CDA PROJECT N0. DRAWING rAlY9ER REV FAX. (425) 216 -7900 SCALE AS SHOWN IDESIGNED BY PWR 'DRAWN BY JT 06 - 243 T -1.0 1 " 6 I 5 I 4 4' I 3 I 2 I 22 x 34 ANSI If SIZE • GENERAL NOTES. GROUNDING SPECIFICATIONS ABBREVIATIONS c' ADJ ADJUSTABLE I DRAWING5 ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS I GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE a AND SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAIM1ATIG PURPOSES ONLY, APPROX APPROXIMATE UNLE55 NOTED OTHERWISE. THE GENERAL CONTRACTORS SCOPE OF WORK SHALL 2 ALL GROUNDING DEVICES SHALL BE UL APPROVED OR LISTED FOR THEIR INTENDED USE O AT INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REOUIREMENTS . DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS 3 GROUND WIRES SHALL BE TINNED 11 2 AWG BARE SOLID COPPER UNLESS OTHERWISE NOTED BTS BASE TRANSMISSION STATION AND OWNERS PROJECT MANUAL GAB CABINET 4 CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL ONLY BE EXOTHERMIC CLG CEILING 2 THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE (CADHIELDED) OTHERWISE NOTED, AND SHALL BE INSTALLED IN ACCORDANCE WITH CONS CONCRETE WATER OR SEWER SERVICE MANUFACTURERS RECOMMENDATIONS CONT CONTINUOUS D DIA OR Q DIAMETER 3 THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT 040 5. GROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH DWG DRAWING HANDICAP ACCESS 15 REQUIRED) POSSIBLE WHEN REQUIRED, GROUND LEADS SHALL BE BENT TO A MINIMUM OF 8' RADIUS EA EACH • 4 INFORMATION S4 LAIN ON THESE DRAWINGS WAS OBTAIN FROM SITE VISITS AND 6 WHERE GROUND NNE-9 ARE ROUTED FROM ANY CONEGTION ABOVE GRADE TO THE GROUND ELEC ELECTRICAL ED DRAWINGS PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE RING, INSTALL WIRE IN 914 PVC FLEX -DUCT FROM 6' ABOVE GRADE AND SEAL THE TOP WITH ELEV ELEVATION WN SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY POWDER RIVER SILICONE SEALANT EQ EQUAL • DEVELOPMENT, LLG STANDARDIZED DETAILS ARE TO BE CONFIRMED AND EQUIP EQUIPMENT CORRELATED AT THE SITE BY THE CONTRACTOR THE CONTRACTOR SHALL FIELD 7 ALL GROUND BARS SHALL BE TINNED, 1/4' COPPER, SECTOR BARS 2'. COLLECTOR AND MGB EGB EQUIPMENT GROUND BAR VERIFY ALL DIMENSIONS. MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE BARS 4 ", OF SUFFICIENT LENGTH TO ACGOMODATE ALL REQUIRED CONNECTIONS WITHOUT (E) EXISTING SUBMITTED TO, AND APPROVED BY, CLEARWIRE PRIOR TO ORDERING MATERIAL OR DOUBLING LUGS AND EACH INSTALLED WITH ISOLATORS, WHEN CONNECTING GROUND BARS EXT EXTERIOR PROCEEDING WITH CONSTRUCTION WITHIN 10 FEET OF GRADE DIRECTLY TO THE GROUND RING. 2'2 SOLID DOWNLEADS SHALL FF FINISHED FLOOR SE GAD - WELDED TO THE GROUND BAR, 1 AT EACH BOTTOM CORNER, AND EACH SHALL RUN GA GAUGE 5 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE IN 3/4" PVC FLEX -DUCT TO THE GROUND RING WHEN CONNECTING SECTOR GROUND BARS, GALV GALVANIZED CONSTRUCTION OPERATION DAISY-CHAIN THE GROUND BARS AND RUN I e2 AWG STRANDED COPPER WIRE WITH THWH GENERAL CONTRACTOR GC INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING AND CAD -WELD TO THE GRID GROUND 6 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND RING INSPECTIONS REWIRED FOR CONSTRUCTION LG LONG • 8 1WEN ATTACHING STRANDED GROUND LEADS TO THE &ROTUND BARS, 2 HOLE COMPRESSION MAX MAXIMUM 7 CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY LUGS SHALL BE USED, PROPERLY PROTECTED WITH WEATHERPROOFING HEAT SHRINK, WITH A MESH MECHANICAL BASIS THIN GOAT OF "KOPR SHEILD'tm OR EOUIVALANT PROPERLY APPLIED AND ATTACHED ONLY MFR MANUFACTURER - WITH STAINLESS STEEL HARDWARE MGB MASTER GROUND BAR 8 PRIOR TO THE SUBMISSION OP BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB MIN MINIMUM SITE 70 FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED 9 WHEN GROUNDING EQUIPMENT ENCLOSURES. PANELS, FRAMES. AND OTHER METAL APPARATUS, MTh METAL PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE A 4 6 AWE. STRANDED COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A NIC NOT IN CONTRACT CONSTRIIGTIOWCONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM 2 HOLE COMPRESSION TYPE LUG. PROPERLY PROTECTED KITH WEATHERPROOFING HEAT NT5 NOT TO SCALE THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH SHRINK. WITH - KOP R SHEILD - 64 OR EQUIVALENT PROPERLY APPLIED AND ATTACHED TO A CONSTRUCTION, ANY ERRORS. OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO PROPERLY PREPARED SURFACE UTLIZING STAINLESS STEEL SELF- TAPPING SGR8. OG ON CENTER C THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING OPP OPPOSITE 10 PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PCS PERSONAL COMMUNICATION SYSTEM 9. THE GENERAL. CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED PAINT AND CORROSION TO SHINY METAL FOLLOWING CAD- WELDED CONNECTIONS TO SF SQUARE FOOT WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED NON-COPPER SURFACES, PROPERLY APPLY ONE COAT OF AN ANTI -OXIDIZING PAINT, - COLD SHT SHEET BY THE CONSTRUCTION DRAWINGS/CONTRACT POCUMENTS GALV" OR EQUIVALENT SIM SIMILAR - 55 STAINLESS STEEL 10 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESGRIBED IN THE II GROUND RODS SHALL BE COPPER -CLAD STEEL 5/13'X 10 FEET, SPCES NO LESS THAN STL STEEL CONTRACT DOCUMENTS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL 10 FEET ON CENTER TOG TOP OF CONCRETE CONSTRUCTION MEANS, METHODS. TECHNIOUES. SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12 ALL &ROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE PROPERLY SECURED UTILIZING TOM TOP OF MASONRY ONLY NON- MEATALIC. NON-CONDUCTIVE W RATED CLAMPS, BRACKET. AND OR SUPPORTS TYP TYPICAL -C 11 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO VIF VERIFY IN FIELD MANUFAGTURERSNENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WERE IS WHEN REQUIRED, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDANT LION UNLESS OTHERWISE NOTED LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. TESTING FIRM TO VERIFY, UTILIZING A MESGER TEST, THAT THE RESISTANCE TO THE EARTH WWF WELDED WIRE FABRIC OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 OHMS A COPY OF THE COMPLETE W/ WITH 12 ALL HVRK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN TESTING REPORT SHALL BE PROVIDED TO THE CLEARWIRE REPRESENTATIVE STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAFFI L ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS. AND LOCAL AND STATE - JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 19. THE STRUCTURAL COMPONENTS OP ADJACENT CONSTRUCTION OR FACILITIES ARE NOT • TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. I 14 SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS MTH UL. LISTED OR FIRE _ MARSHA APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR B • LL PROJECT SITE. 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LE55 THAN 2 -A OR 2 -AIDED WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PRO -EST AREA DURING CONSTRUCTION. 16 CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. EASEMENTS, PAVING, CURBING, ETC DURING CONSTRUCTION. UPON COMPLETION OP WORD CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY I7. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. 1 CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE KITH THE INTENT OP THESE DOCUMENTS. TIE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS • PROPOSAL IN THE EVENT OP DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE • 18 THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO • AVOID DISTURBING NORMAL BUSINESS IQ CONTRACTOR SHALL CALL UTILITIES NOTIFICATION CENTER OREGON FOR A • UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION I -800 -552 -2544. V PLOWMAN BULL MOUNTAIN ciea rw re 6ETERAI- NOTES / 2701 NW Vmlghn ARCHITECTS OR- POR058 -A wireless broadband 1 12/12/06 REISSUED FOR CO REVIEW PAR PLYR SMNP 6ROUNDIN6 SPEGIFIGATIONB • S■tc 761 5608 LAKE WASHINGTON BLVD NE, SURE 300 PorUmIQ Or. 97210 POWDER RIVER 12390 SW SCHOLLS FERRY RD gRL<UWD. WASHINGTON 98033 0 12/08/06 LSSUED FOR CD REVIEW JT PM SNIP 503 2717800 PORTLAND, OR 97223 NO. DATE REVISIONS BY CNN APP CPA PROJECT NO. DRAWING NUMBER REV • 503 274 7803 Fax Development SeMces, 11.0 NFL: (a2s) 216-7600 FAX: (425) 216 -7900 SCALE AS SHOWN IDESIGNED BY: MYR !DRAWN BY: Jr 06 -243 G -1.0 1 6 5 I 4 1 3 I 2 22 x 34 ANSI 0" SIZE • • • ,. I ' I W I z SCROLLS FERRY RD. _ �I T TO — — .............. GRAVEL A 0 d �L d Q'� � • + �O ��O a I D 0 O �♦I f rif ZONING p 0 ZONE: CO (GENERAL M I 0 v � 1 COMMERCIAL) PROPERTY LINE I iiii I • MULTNOMAH COUNTY // il lllll /lllllllll -- -- -- -- 0 � I 0 -- -- -- -- ►� f— O `+p I � pr 4 EXISTING PIII / BUILDING I'n -o 1 1 ~ I - _ - C 3 (NO SI TE •SGURING SLATS) ( I I I I' r I M O / , Mi = - Lime. I I I I I I / x —x —x x AJACENT ZONING I I l I l EXISTING EQUIPMENT ,_ ZONE: CN (NEIGHBOR- / (OTHER CARRIER) - -. SITE HOOD COMMERCIAL) I J I � /llll // // // / /l ADJAC Z O NING EXISTING 1 I- - AS I =1 ' ON AD i MULTNOMAH COUNTY 1 EXISTING I y ZONE: GG (PD) DRIVEWAY I >��[� WITHIN 1' X 1 AREA A - Q BUILDING \. (GENERAL COMMERCIAL), ` t I 3 (PLANNED DEVELPMENT r ....r_ rilffliffffli/ U 1 i EXISTING TELGO H- ME OVERLAY) IJ L ' O E XISTING GHAINLINK I -'� MULTNOMAH COUNTY ❖� / . ( FENCE WITH SITE D! , 1 I ii, I ___1 0 ll llllll ® OBSCURING SLATS • 0 O% , : C J .),.- ii EXISTING IT FOR - I• FOR ENLARGED / N Q_ GABLE TRAY PLAN SEE, - EXI STING RETAINING WALL �7 EGTOR PROPOED METER / ! EXISTING / BUILING oR ± ii STING ��/ ` .�./ + EXISTING METER AND VI „"�� , � /...\\\._ UTILITY EQUIPMENT 1 y� V 1111 � LNG % °•• -11 / �"�i /2 1� l . 11ll� �:( \- z / EXISTING BUILDING / a ` • • ... / / , V J WAS— , EXISTING ANTENNAS a • ��''\\�� /� ^^ III 000 O 0 0 CEO 0 C OI 0 44/ / / / 1 j# (OTHER CARRIER i O "ii, • I 1 EXIS 8 0' MONOPOLE W/ r = I LEI% PROPOSED FLUSH MOUNTED CLEARMURE (4) PANEL ANTENNAS, PRO RTY SINE 1. ICROWA (4) DTS r T — /11/1111111/11111111111111111111111111/11111111111111111 UN ITS AND n) VE 6PS. DISfES I I 1 ADJACENT ZONING ZONE: C6 (GENERAL / / B COMMERCIAL) / 4 L I EXISTING ADJACENT ZONING I EXISTING EXISTING ZONE: C -P I I MULTNOMAH COUNTY I I BUILDING DRIVEWPY7 LANSGPPIN6 (PROFESSIONAL I I COMMERCIAL) MULTNOMAH COUNTY /1171nn1 / I EXIST � 1 1 / l 1 1 1 1 1 1 1 1 1 1 / / / I l l l l l l / l / / I I I / I 1 1 1 1 l 1 1 I I BLDG /6 I �/ / ll// uuir/ iiiiiiiiiiiliillullllniniliiliiiilii� 11111111111 , I / EXISTING / I I O / / / // / /ll /l// /IIIIIIIIIIIIIII� I BUILDING EXISTING I I1 111111 / / / / / / /ll/ //llllllll /l1l /llllll� ( BUILDING / I —_ I— -- -- ( _ -- -- -- - -- it //// //////////n//////////// /r/ o TN TN 4I, SITE PLAN (ENLARGED SITE PLAN • ,� SCALE SGA (3a xsT, ),I . ao I SCALP n i % n 1 6 . 4' • I 2 A S CALP, (11•x11), I' • 80' • 9 PLOWMAN /► clear BULL MOUNTAIN re SITE PLAN / 2701 7JW Vm, ARCHITECTS OR- POR058 -A wireless broadband 1 12/12/06 REISSUED FOR CD REVIEW PWR PWR sIANP ENI.AREaED SITE PLAN Suite 764 5808 LAKE WASHINGTON BLVD NE. SUITE 300 P „N�a o.. 97210 12390 SW SCROLLS FERRY RD. 0 12/08/06 ISSUED FOR Cl) RENEW JT PWR SMNP 503 POWDER RIVER KIRKLAND. WASHINGTON 98033 P ORTLAND. OR 97223 NO. DATE REVISIONS BY CHK APP'C CPA PROJECT NO CRANING NUMBER REV 503 274 7803 Fax Development Services, LLC TEL• (a2s) 216-7600 • FAX: (425) 216 -7900 SCALE AS SHOWN I DESIGNED BY: PWR (DRAWN BY: JT 06 -243 A-1.0 1 6 I 5 I 4 4, 3 I 2 I 22 x 34 ANSI D' SIZE • • . 1, I I \ EXISTING ANTENNAS P (OTHER CARRIER) I — — I EXISTING ANTENNAS (OTHER CARRIER) PROPOSED CLEARWIRE FLUSH MOUNTED (4) ANTENNAS, (4) MIGROYVAVE DISHES, (4) BTS D 1 ii I I - - - - - UNI ,A (I) t i I 11 rl - . I PROPOSED GLEARNIRE PLUSH I I . -_� I MOUNTED (4) ANTENNAS, (4) MICROWAVE DISHES, (4) BTS UNITS, AND N 6PS. EXISTING ANTENNAS EXISTING ANTENNAS (OTHER GARRIER) � —�— i_l�_ — (OTHER GARRIER) __ _= I EXISTING GALVANIZED STEEL MONOPOLE EXISTING GALVANIZED Q _J w STEEL MONOPOLE z 0_ z 0_ w p_ I— z0 z z C f . .4 f Ill z D 0 K O v O H w A X a O N 0 IL - 0 w Q w 0 O W O O 0_ p 0 IL Q PROPOSID GLEARWIRE SITE 0 O SUPPORT CABINET ON A d PRECAST CONCRETE PAD Ills— D - I O w O 3 w K F w 1- PROPOSED ON ) BASE v EXISTING GPS ANTENNAS z (OTHER CARRIER) Q V e l Q cc EXISTING CHAIN LINK FENCE EXISTING EQUIPMENT CABINETS PROPOSED MET BASE ON POST (OTHER CARRIER) B PROPOSED GLEARWIRE SITE SUPPORT CABINET ON A PRECAST CONCRETE PAD EXISTING CHAIN LINK FENCE - EXISTING TELCO , EXISTING EQUIPMENT CABINETS H -FRAME (OTHER CARRIER) _Al • MIIItllsW ■ III I:• .:.:'.:3. : GRADE :',.:.- -- ° : \--\ G RADE (BEYOND) \ \ / EXISTING RETAINING WALL EXISTING RETAINING WALL GRADE NORTH ELEVATION WEST ELEVATION SCALE (24'):36 5/16'•r- 0' I SCALE. (24•X96 - ). 5/16 - 4I• -0 2 A SC • ALE. (II 5/32- -0- SCALE, (II•XIV). 5/52'41 6 • c earanr re p GAZLEY PLOWMAN 4 BULL MOUNTAIN 2 01 NW Vaughn ARCHITECTS OR- POR058 -A wireless broadband 1 12/12/06 REISSUED FOR CO REVIEW PWR PWR SMNP ELEVATIONS Suite 761 5808 LAKE WASHINGTON BLVD NE. SUITE 300 0 12/08/06 ISSUED FOR CD RENEW JT PWR SMNP Portland Or 97210 12390 SW SCROLLS FERRY RD. KIRKIAND. WASHINGTON 98033 503 274 7800 POWDER RIVER PORTLAND, OR 97223 NO DATE REVISIONS BY CHIC APp'C CPA PROJECT N0. DRAWING NUMBER REV 30327 +7807 F. Development SeIVlces, LLC TEL (425) 216 -7600 - FAX: (425) 216 -7900 SCALE AS SHOWN I DESIGNED BY: PWR IDRAWN BY: JT 06 -243 A -2.0 1 6 I 5 I 4 4 3 I 2 I 22 x 34 ANSI D' SIZE © \ GPS ANTENNA \ , MI • T-0" LEASE AREA / / \ `SITE SUPPORT / 2' -8" / 4' -O" PRECAST GONG SLAB / / CABINET PRECAST / I ' - O' 2' -I" SSG I '-O" / F [L I-VAC �I DIA RGS kn CONCRETE SLAB \ LL _ D = F = o GPS ANTENNA I .0 - .. 0 0 Q ELECTRICAL - N v a 2 O O _ �� PANEL I- - O VIP I a) U1 0 TELGO BOX ' w N ~ 0 _ .,---- TELCO BOX V O Q ROSC SUPPORT `� © I SITE SUPPORT I ; Q © BRACKET v i i CABINET I= = Q w v (TYP OF 2) N V J n 6 w — — — \ R r 0 _ /-PRECAST CONCRETE PAD ELECTRICAL m PANEL I / w O \ \\ \ \ ✓ _ • a GRADE \ \ \ \ a' Iilili :Fi ll'Ii� — .I�I�� n ATTACH EQUIPMENT _ - - : �: � _ a a r _�.�._ _ ° CABINET TO PRECAST I ��, J�ZIi • • , • .I 1, e CONCRETE SLAB WITH —_ - - w- -or- w-- �.w�- r u.- w�r� -. ,w u ,9. I I I 6" OF 3/ MINUS CRUSHED 1/2" EXPANSION BOLTS 1 ` _ I = 1_I?IaI_I:Y= 1:1_1= I:1_I_, ROCK (95 _ \ (4) I /2_ \ \ % COMPACTION) C, AT 3 -1/2" MIN EMBED. \ I ` UNDISTURBED EARTH • I I ' I I —I 1 1-111-111-11 .• II 3'-�° / Q EQUIPMENT PLAN CABINET ELEVATION CABINET ELEVATION CLEAR v SCALE, (24'X96'),9/4' • r• I SCALE, (24•X96•)3 NONE SCALE. (24'X96'), NONE SCALE (Irxli'), s /6 • I• -0• SCALE. nl•xn7, NONE 2 SCALE, (WNW). NONE 3 \ \ • MN \-4.. 1 \--: . NOTE: I \ VERIFY INCOMING FEED SIZES WITH GOVERNING UTILITY, VERIFY ALL OTHER CONDUIT SIZES WITH ONE -LINE DIAGRAM ■ ■ — UNISTRUT = N d 3 Z o o \ o o k -1 1 o -I • O O 4 "x4 6ALV TUBE STEEL POST H 4 �j 1 Q Q , (V :16:< 111 I . B I- — w d F - I" CROWN i n O O — O \ 0 4 ~ O 12 DIA CONCRETE FOOTING JJ p i_., T; 3 �? ry � (f3 - i _ . lI 11 \ \ — NOTE: FOOTING DEPTH TO BE A o IV V I I MINIMUM OF 30" BELOW \ \ \ \ •\ \ \ \ • in I GRADE OR BELOW ° MINIMUM FROST DEPTH, ° . • = n • r WHICHEVER IS GREATER . e n 11'-0' k METER BASE , CABINET ELEVATION CABINET ELEVATION SCALE, (24 )(36•). 5/4' • I• -0• 4 SCALE. (24' 206•), NONE 5 SCALE: (24•)96•) NONE , A • SCALE, (11 5/5' • 1 -0' SCALE: (II'Xr1'): NONE SCALE: (11•X17'): NONE • I o GAZLEY PLOWMAN BULL MOUNTAIN clearw re O R- POR058 -A EQUIPMENT CABINET DETAILS , o, NW Vaughn ARCHITECTS wireless broadband 1 12/12/08 REISSUED FOR CD REVIEW PWR PWR SMNP . 5 5608 LAKE WASHINGTON BLVD NE, SUITE 300 PcnlmW, o 97 POWDER RIVER 12390 SW SCHOLLS FERRY RD. 0 12/08/06 ISSUED FOR CD REVIEW • Jr PWR SNNP • 5032747800 PORTLAND, OR 97223 KIRKI (425) 21 TON 98033 NO. DATE REVISIONS BY CHIC 4PP'C CPA PROJECT NO. DRAWING NUYBEA REV 503 274 7803 F. Development Services, LLC TEL (425) 216 -7600 FAX: (425) 216 -7900 SCALE AS SHOWN IDESIGNED Er. PWR 'DRAWN BY: Jr 06 -243 A-3.0 1 6. I .5 I 4 - ♦ 3 I 2 I 22 x -34 ANSI D' SIZE r b I /8" • GPS ANTENNA GPS ANTENNA r — \ - `r �_ 1"4 GALV, MOUNTING PIPE /_ 4:iii • IF, — MAUFACTURER• IF LENGTH 5" (127 MM) DRAGONWAVE Z WIDTH 612" (155 MM) PART tr HP2 -23 WEIGHT. 12 8 OZ (3b3 G) DIAMETER 24' MOUNTING PIPE ` DEPTH 2 OFFSET 1111_ D ANTENNA MOUNT PIPE WEIGHT 27 LB5 ui ill GPS MOUNTING HARDWARE �q C , — GPS ANTENNA GABLE 1 I r." � I ® ANTENNA . , C GPS SPECIFICATION MICROWAVE SPECIFICATION - E. o o[:] SCALE, (24'Xib')NOT TO SCALE I SCALE, (24'X56',1107 TO SCALE 2 _ SCALE, (11'X17') NOT TO SCALE SCALE, (11'X17'), NOT TO SCALE L Z e TS - _ - 6 1' 2.7" -t X� Q O 5" II" v • Cli oil =7.. ��—� 1 M: ANTENNA MOUNTING C MANUFACTURER. 0 MOTOROLA A HARDWARE BY ANTENNA • KATHREIN I III PART E BTS -2500 MANUFACTURER ! . t ry PART N: 840 10 0 5 8 ^ I LENGTH Iq.3" (4q CM) ON N I. .611. \ \ LENGTH: 42° = WIDTH: 11.3" (28.5 GM) —:;, Q fl DEPTH. 217' r I DEPTH: 5,1' (13 CM) WEIGHT. 35 LBS (lb KG) in in WEIGHT 15 LBS a ® QUAD SECTOR RING MOUNT ° 4 I , Q Si Ji I- ANTENNA SPECIFICATION BTS SPECIFICATION SCALE, (24'X34')OT TO SCALE - 5 SCALE. (24'X%,N T 'OT TO SCALE �/ 1 — • SCALE, (11'X17'), NOT TO SCALE •! SCALE (11'X77'), NOT TO SCALE f l l " 1 1 1 . e MICROWAVE GPS UNIT PANEL ANTENNA i B I e BTS MONOPOLE GPS COAX JUMPER AM INTERFACE BASE STATION ® ANTENNA / \ CABLE - -_ e r.11 MICROWAVE / \ • • OPTIONAL SERI MOUNTING HARDWARE � 1 a OPT IVEG TION AND 2 MICRO WAVE 7. � ? GTURER O \ GPS INTER-BASE LAPTOP COMPUTER DISH '� � � ' MANUFA STATION GABLE / DATA CABLE/ ,1 DROM BTS TO / POWER CABLE . . U iI / TELGO BOX TVS MODULE LOAD TERMINATION ��� DATA CABLE .4 m T lg!!!! DC POWER QUAD SECTOR RING MOUNT MONOPOLE GABLE MTS MG- RMI030 -4 �� BAGKHAUL WWII OR SIM. I SGftATIG FOR I GABLE 1 • ` REFERENCE ONLY 2" NOM. PIPE MOUNT (TYPE _ BTS CABLING SCHEMATIC ANTENNA PLAN TOWER SECTION SCALE, (24'X36'). NOT TO SCALE 5 SC ALE, (24'X56',NOT TO SCALE V G SCALE, (24'X56 ): I-1/2' - 1' -0' A r SCALE, (11'X11'), NOT TO SCALE • SCALE, ( NOT TO SCALE SCALE 01'X171, 0/4' - I' -0' V s GAZLEY ,�,� BULL MOUNTAIN clea rw re o PLOWMAN ANTftMA DETAILS 2701 NW ARCHITECTS OR- POR058 -A w s broadband 1 12/12/06 REISSUED FOR CD REVIEW PWR PAR SUNP Sufic 764 5808 LAKE WASHINGTON BLVD NE. SUITE 300 0 12/08/06 ISSUED FOR CD REVIEW JT PWR SMNP 1 50327 Or 97210 12390 SW SCHOLLS FERRY RD. So1271780o LAND. WASHINGTON 9803.3 503 274 7803 Fax Development Services, LLC PORTLAND, OR 97223 TEL (425) 216 -7600 NO. DATE REVISIONS BY CHN APP'C CPA PROJECT NO DRAWING NUUatA REV FAX: (425) 216 -7900 SCALE AS SHOWN I DESIGNED BY: PWR (DRAWN BY: JT 06 -243 A-4.0 1 6 I 5 4 4 3 • I 2 I 22 x 34 ANSI 0' SIZE NOTES 1b" DIAMETER I SERVICE POWER TO EQUIPMENT SHALL BE 120 /240VAC, IOOA, SINGLE PHASE 3/4" CRUSHED STONE, PRECAST WELL MECHANICAL CONNECTION • FILL TEST WELL TO WITH SELF SEALING (DOUBLE HOLE LUG) STEEL 2 CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF WITHIN T OF TOP LID • CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND EXISTING GRADE • GAD WELD ' rnii INSTALLED PER UTILITY REQUIREMENTS AND UTILITY. J 3 ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE NEC., ... ` ,• ` ` �• CONNECT PER MANUFACTURER TEST LOOP - 250 • • ii � UTILITY COMPANY, AND LOCAL CODE REQUIREMENTS. SPECIFICATIONS / MGM TINNED WIRE 4 LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, GENERATOR I ry 02 SOLID, TINNED / le l ANTENNA D POWER 4 GENERATOR 2 POWER LPR5 SHALL BE LOCATED WITHIN NEMA 3R IN- GROUND RING ��j GROUNDING TEST WELL e JUNCTION BOX LPRS SHOULD BE FUSED TO ELIMINATE THE RISK OF A LPR •, FAULT/FAILURE CAUSING THE MAIN POWER FUSES TO TRIP TOWARDS ikii SHORTEST PATH TO TOWER I I I GROUNDING GAD WELD ® GROUND ROD 1 41111 I } I ` ANTENNA • UTILITY-120/240V SYSTEM - GROUND ROD /,�I- PHASE, 3W COPPER GLAD STEEL GROUND BAR / STS 5/8"x10' -O" LONG ' 11•171 % ' II ' t;� � i-ce / TEST WELL / 0 b GROUND LEAD (3) IN 2" SCALE, (24•x36•) NOT TO SCALE • CONDUIT I SCALE (II'XIT7. NOT TO SCALE #2 INSULATED �,. - �� I— 0 ISOLATED • DOWN LEAD TO METER (BY GROUND BAR � EXISTING CONTRACTOR) MOUNTED TO 411111 GROUND RING TOWER AT EXISTING GROUND ANTENNA LEVEL • RING GRADE 5EE 61.0 FOR 6ROUNDIN6 C 3 - 0 3/0 + - SPECIFICATIONS I - GRD IN ` et 2° ONDUIT C CAD WELD I -04 GRD I � r ...1 — a2 GROUND LEAD 0 2 SOLID, TINNED GROUND RING I- 100AI I I MAIN I I DISCONNECT GROUND ROD COPPER GLAD 4- L _ _ _ _ J STEEL 5/8 -O" LONG SPACED ID IO' - O" OC TYP AS 3 - + GROUND ROD REQUIRED GROUND BAR IN pD \ p I - GRD IN TELCO BO X 1 2 CONDUIT :I SCALE, (24•x36•), NOT TO SCALE 2 SCALE• (II'xIT7 Nor TO SCALE � A - 100A 120/24OV, I- PHASE. BAGKFILL (SAND OR FINISHED GRADE OR 111111 I 02 SOLID, TINNED GROUND RING 3W DISTRIBUTION PANEL NATIVE SOIL) PER ASTM PAVING. MATCH SLOPE SG I B WW/INTERGRATED STANDARDS AND THICKNESS OF P i MANUAL TRANSFER EXISTING CONDITIONS R SWITCH AND A/C POWER / . NSS ?iS ;iili °? `° :i:;:i 1E. i;i;E;B;2:E:ii2 ./ D UNDISTURBED SOIL m • _ -- --COMPACTED D n c. I I , TYPICAL FOR BACKFILL WITH D / ALL SSG a •Sw:Y‘••r , SATISFACTORY INTERNAL •:•+i.::•l�'\,. NATIVE OR ` COMPONENTS •`• "'.. ±,. IMPORTED SOIL 62 GROUND LEAD ;r ,,A1157. t. (TYP) UTILITY WARNING 2 "m CONDUIT WHERE TAPE APPLICABLE COORDINATE SIZE AND TYPE WITH LOCAL UTILITY SEE 61.0 FOR 6ROUNDIN5 6" MIN (TYP) b M IN (TYP.) SPECIFICATIONS ,, . ONE LINE DIAGRAM CONDUIT TRENCH 6ROUNDIN6 SCHEMATIC SCALE. (24•7136•).NOT TO SCALE S CALE, (24 6),NOr TO SCALE _ 3 SCALE. O 2 1 xI ) NOT TO SCALE SCALE, rxn) NOT TO SCALE SCALE nl xn ), NOT TO SCALE 5 A n clearw're° PLOWMA • • GAZLEY N BULL MOUNTAIN ELECTRICAL PLAN AND DETAILS 2701 MV g,,, ARCHITECTS OR- POR058 -A wireless broadband 1 12/12/06 REISSUED FOR CD REVIEW PWR PWR SNNP Sulu 761 5808 LAKE WASHINGTON BLVD NE. SUITE 300 0 12 Portland, Or 97210 POWDER RIVER KIRKLAND 12390 SW SCHOLLS FERRY RD /oe /ofi Issum FOR co REVIEW Jr PWR AMP 303 - . WASHINGTON 98033 303 274 7803 F. Development Services, LLC PORTLAND, OR 97223 TEL (425) 216 -7600 NO. DATE REVISIONS BY CHK APP'C CPA PROJECT NO ORAWINC NUMBER REV FAX: (425) 216 -7900 SCALE AS SHOWN IDESIGNED BY: PWR 'DRAWN BY: JT 06 -243 E -1 .0 1 ' 6 I 5 I 4 * 3 I 2 1 22 x 34 ° ANSI D' SIZE b I /8" GPS ANTENNA \\ \ ( ® 6P5 ANTENNA • \ _ I "� GALV MOUNTING PIPE M \ I v :► (0,511111- ILII / MANUFACTURER: IT LENGTH 1 2 " (12 MM) / DRAGON WAVE Z WI DTH. 612" (155 MM) // PART tt. HP2 -23 I WEIGHT• 12 OZ (363 6) DIAMETER- 24" MOUNTING PIPE `D DEPTH: ill 2' OFFSET: !a D ANTENNA MOUNT PIPE WEIGHT: 21 LB5 I( °' ri�i 1111 ' - . • _ r - -D PS MOUNTING HARDWARE ",c5 �•. r\ 1 �� ' ��� �r 1I \ O • E 6P5 ANTENNA CABLE ••[ =1 0 - o; - F , -.• - .� I' -O" a ANTENNA - . GPS SPEC' FIGATION MICROWAVE SPECIFICATION - - — SCALE, (24 TO SCALE I SCALE, (24 "X36',lIOT TO SCALE 2 SCALE. (11'XI1'). NOT TO SCALE SCALE (11' %rl'). NOT TO SCALE Z ED , BTS - - ,, b I" 2.7° - ��O X . , 1 1 5. 11 . , I ■1 I .._ \\\ . O M �I MAC HAR DWARE BY T ANTENNA • C MOTOR L ,� K � �I PAR # NUFA : B TS - 2500 MAN UF A CTURER m PART u. 840 10058 iv LENGTH: Iq 3" (4q GM) ir In LENGTH: 42" • V WIDTH: II 3" (28 GM) W b I° r DEPTH: 2 7° DEPTH: 5 I" (13 GM) "Lin m n1 WEIGHT 15 LBS I WEIGHT- 35 LBS (lb KGI �I I .. - I _ e QUAD SECTOR RING MOUNT J Q W 4 - <Q 0 V ANTENNA SPECIFICATION BTS SPECIFICATION I 7- SCALE. (24'X36")IOT TO SCALE 5 SCALE: (24'):36'HOT TO SCALE 1 � '4 SCALE. (II'Xrl') NOT TO SCALE SCALE (11'%17) NOT TO SCALE �I� . e MICROWAVE f GPS UNIT I I _ PANEL ANTENNA I BT5 : • 4 B COAX JUMPER ME �_ r GPS INTERFACE \� BASE STATION 3 , MONOPOLE CABLE _ -_ e ANTENNA I rr/MIA ! MICROWAVE MOUNTING HARDWARE OPTIONAL SERIAL `:� � � � BY MICROWAVE CONNECTION AND 2 MICROWAVE MANUFACTURER GPS INTER -BASE LAPTOP COMPUTER e \ .`/'' STATION CABLE DISH DATA CABLE/ DATA CABLE � FROM BTS TO \ POWER GABLE MI _ -__ 0 M SHORT T-ARM TS MG- DAI4 -B $ !,./ TELCO BOX �' TVS MODULE LOAD TERMINATION 77 TRI- SECTOR DATA CABLE DG POWER RING MOUNT \ MONOPOLE 'I CABLE MTS MC- RMI030 -4 BACKHAUL •ATA 1 we V SCHE SCHEMATIC FOR OR SIM CABLE I REFERENCE ONLY BTS CABLING SCHEMATIC ANTENNA PLAN . TOWER SECTION SCALE: (24'7061. NOT TO SCALE 5 SCALE: (24'%36 'MOT TO SCALE / SCALE: (24'X /'1 36'1. 1 -1/2' - I' -0" 1 A SCALE (II'xr r) NOT TO SCALE :/ SCALE (11' ?IV) NOT TO SCALE V SCALE (II'XIT). 3/4' - 1' -0' f, • G ^S G LENHAVEN clearw're° e PLOWMAN ANTENNA DETAILS 2 701 NW Vaughn ARCHITRCHIT ECTS OR- POR087 -A wireless broadband ° Stale 764 5808 LAKE WASHINGTON BLVD NE, SUITE 300 0 01 26 07 ISSUED FOR CD REVIEW JT 81.1K SMNP Portland, Or. 97210 POWDER RIVER 2806 NE 82ND AVE KIRKLAND, WASHINGTON 98033 / / 503 274 7800 PORTLAND OR 97220 NO DATE REVISIONS BY CHIC APP'E CPA PROJECT NO. DRAWING NUMBER REV 503 274 7803 Far Development Services. LLC TEL. (425) 216 -7600 _ . • FAX: (425) 216 -7900 SCALE AS SHOWN DESIGNED BY PWR DRAWN BY. PWR 07 -030 A-4.0 0, 6 5 4 3 I 2 I 22 x34 'ANSI D' SIZE