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Specifications 1079 N. 204`" Avenue ` Elkhom, NE 68022 SEMAAN ENGINEERING SOLUTIONS Ph: 402-289-1888 Fax: 402- 289 -1861 80 ft Andrew Monopole Structural Analysis RECEIVED JUN 2 7 2006 CITY OF TIGARD BUILDING DIVISION Prepared for: Global Signal 301 North Cattlemen Road, Suite 300 Sarasota, FL 34232 Site: 3020961 / P054XC009 For: Cricket 12390 SW Schools Ferry Tigard, OR JUN 30 -11 v, I RE1bn O � 90 Q 12 , 10C'e BERT L 0.0 , � CI'TYy ®F TIG ' My roved !Y =• d � ' • / • June 19, 2006 App d ition Near" proved...... • . ..� Con Follow.........•••• .. � See Letter to: Att ed ..........o • . YermitNun►ber•.�'• •� . ��5 Address: - Date: �� By: Mr. Ted Wheless Global Signal 301 North Cattlemen Road, Suite 300 Sarasota, FL 34232 Re: Site Number 3020961 I PO54XC009 — Tiaard. OR. Dear Mr. Wheless: 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 a 80 ft Andrew Monopole. Refer to Andrew drawing 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 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 r>> Structure loading: The follow ing loads were used in the tower analysis: Elev (ft) Qty Antennas Mounts Coax Carrier 77.0 3 RR45- 19 -04 -DPL4 Low Profile Platform (6) 7/8 Qwest 3 PCS A 065 -19-0 (9) 1 1 /4 55.0 3 RR90 -17 -00 Low Profile Platform Sprint 3 DB982F90E -M (outside) 40.0 1 GPS antenna (1) 1/2 Qwest 17.5 1 GPS antenna (1) 1/2 Sprint Outside Proposed Loads: Elev (ft) Qty Antennas Mounts Coax Carrier 70.0 3 RR45- 19 -04 -DPL4 (3) Standoff (6) 7/8 Cricket 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 Sprint loads. These lines are assumed strapped tightly to the pole. 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: 53.5 %. Foundation: Pole Reactions Original Design Current Analysis % Of Reactions Reactions Design Moment (ft kips) 606.10 446.99 73.7 Shear (kips) 10.10 8.21 81.3 • 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. • Page 3 4 SEMAAN ENGINEERING SOLUTIONS Job Information • 1079 N.204th Avenue Pole : P054XC009 Code: TIAIEIA - 222 Rev F r Elkhom, NE 68022 Description : Phone: 402 - 289 -1888 Client : Global Signal it 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(In/ft) Sections Properties Diameter (in) Overlap Steel 80' -0" A A Shaft Length Accross Fiats Thick Joint Length Taper Grade Section (ft) Top Bottom (In) Type (in) (in /ft) (ksi) 77'-0" L L L 2 40.000 24.00 24.00 0.375 Butt Joint 0.000 0.000000 50 1 40.000 30.00 30.00 0.375 0.000 0.000000 50 Discrete Appurtenance 70'-0" 0 Attach Force Elev (ft) Elev (ft) Qty Description 77.000 77.000 1 Low Profile Platform 77.000 77.000 3 RR45- 19- 04 -DPL4 70.000 70.000 3 Standoff 40' -0" 70.000 70.000 3 RR45- 19- 04 -DPL4 Thick 55.000 55.000 1 Low Profile Platform 3/8" T (80 hic 55.000 55.000 3 DB982F90E -M 55.000 55.000 3 RR90 -17 -00 [ a 40.000 55.000 3 PCS 065-19-0 55' -0" 40.000 40.000 1 GPS antenna 17.500 17.500 1 GPS antenna Linear Appurtenance Elev (ft) Exposed 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 11/4" Coax Yes 40' 0" 40' -0" rt- 80 -0" 0.000 70.000 7/8" Coax No L 0.000 77.000 7/8" Coax No Load Cases No Ice 80.00 mph Wind with No Ice Ice 69.28 mph Wind with Ice Reactions Moment Shear Axial Load Case (Kip -ft) (Kips) (Kips) No Ice 446.99 8.21 12.78 40' -0" Ice 378.81 6.97 16.49 3/8" Thick 17' - (50 KSI) 0'0" t - i V .' Load Case : No Ice Max Stress 53.5% at 0.0ft 0.02 80.0r '0.04 l- 77.00 40 75.000 40 113 70.000 0- 2.28 40 65.000 l_ 3.49 40 60.000 0- 4.78 40 55.000 0 7.01 40 50.000 9.24 40 E 45.000 C}- o 7 11.55 40 40.000 C} m 8_93 40 w 35.000 - 0- 10.54 ! 40 30.000 17 12.20 40 25.000 G} 13.92 40 20.000 14.810 17.500 1.! 89 40 15.000 40 40 17.54 10.000 0- 19 .4 40 5.000 :21 38 40 0.000 . 0.67 5.67 10.67 15.67 20.67 25.67 30.67 35.67 40 7 Stresses (ksi) I Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 6119/2006 2:27:21 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 Length Thick Fv Joint Joint Welaht Dla Elev Area Ix W/t Oft Dia Elev Area lx Wit D/t Taoer Num (ft) (In) (ksi) Type Len (In) (Ib) (In) (ft) (sqin) (I04) Ratio Ratio (In) (ft) (sqin) (in "4) 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 Flay Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 77.00 Low Profile Platform 1 1600.00 25.550 1.00 2100.00 27.320 1.00 0.000 0.000 77.00 RR45 -19 -04 -DPL4 3 23.00 5.600 1.00 51.55 6.193 1.00 0.000 0.000 70.00 Standoff 3 40.00 2.630 1.00 63.00 4.340 1.00 0.000 0.000 70.00 RR45 -19 -04 -DPL4 3 23.00 5.600 1.00 51.55 6.193 1.00 0.000 0.000 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 22 3727.80 5342.30 Number of Loadings : 10 Linear Appurtenance Properties Elev Elev - No Ice - Ice From To Weight CaAa Weight CaAa Exposed (ft) (ft) Description (lb /ft) (sf /ft) (lb /ft) (sf /ft) To Wind 0.00 77.00 (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 55.00 (9)11/4" Coax 4.50 0.30 18.00 0.50 Y 0.00 40.00 (111/2" 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 524.09 (Ib) 1,233.00 (Ib) Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copynght Semaan Eng,neenng Solutions, Inc Location : 3020961 - Tigard, OR 6/19 /2006 2:27:21 P[ 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) Sect Top Flat Elev Thick Dia Area lx W/t D/t Fy Fb Fa Weight (ft) Description (in) (in) (inA2) (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 65.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 473.5 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 77.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 189.4 80.00 0.3750 24.000 27.833 1,943.3 0.00 64.00 50 40 0 284.1 8,538.8 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineenng Solutions, Inc Location : 3020961 - Tigard, OR 6/19/2006 2:27:22 Ph Height : 80.00 (ft) Page: 3 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 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (m) (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 ToD - 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 65.00 0.00 1.21 19.885 33.60 176.26 0.590 0.00 5.00 10.000 5.90 198.3 0.0 473.5 70.00 ApDertunance(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 77.00 Appertunance(s) 0.00 1.27 20.872 35.27 180.58 0.590 0.00 2.00 4.000 2.36 83.2 0.0 189.4 80.00 0.00 1.28 21.101 35.66 181.57 0.590 0.00 3.00 6.000 3.54 126.2 0.0 284.1 Totals: 80.00 3,210.8 0.0 8,538.8 Pole : PO54XC009 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR 6/19/2006 2:27:22 P6 Height : 80.00 (ft) Page: 4 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 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) (lb -ft) (Ib) 17.50 GPS antenna 1 16.384 27.689 1.000 2.00 0.000 0.000 55.38 0.00 0.00 50.00 40.00 GPS antenna 1 17.310 29.253 1.000 2.00 0.000 0.000 58.51 0.00 0.00 50.00 55.00 Low Profile Platform 1 18.959 32.040 1.000 25.55 0.000 0.000 818.62 0.00 0.00 1.600.00 55.00 DB982F90E -M 3 18.959 32.040 0.670 9.65 0.000 0.000 309.12 0.00 0.00 30.00 55.00 RR90 -17 -00 3 18.959 32.040 0.670 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 0.940 18.24 0.000 0.000 584.31 0.00 0.00 103.80 70.00 Standoff 3 20.311 34.325 1.000 7.89 0.000 0.000 270.83 0.00 0.00 120.00 70.00 RR45- 19- 04 -DPL4 3 20.311 34.325 1.000 16.80 0.000 0.000 576.67 0.00 0.00 69.00 77.00 Low Profile Platform 1 20.872 35.273 1.000 25.55 0.000 0.000 901.23 0.00 0.00 1,600.00 77.00 RR45- 19- 04 -DPL4 3 20.872 35.273 1.000 16.80 0.000 0.000 592.59 0.00 0.00 69.00 4,504.06 3,727.80 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 6/19/2006 2:27:22 P6 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 (9) 1 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 (9) 1 1/4" Coax Yes 5.00 4.50 0.30 18.959 48.06 22.50 Totals: 475.53 250.30 • Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 6/19/2006 2:27:22 PII 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) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 245.74 635.50 0.00 0.00 10.00 245.74 635.50 0.00 0.00 15.00 245.74 635.50 0.00 0.00 17.50 178.25 367.75 0.00 0.00 20.00 122.87 317.35 0.00 0.00 25.00 245.74 634.70 0.00 0.00 30.00 245.74 634.70 0.00 0.00 35.00 249.91 634.70 0.00 0.00 40.00 318.13 684.70 0.00 0.00 45.00 223.88 513.64 0.00 0.00 50.00 230.73 513.64 0.00 0.00 " 55.00 2,285.96 2.283.44 0.00 0.00 60.00 193.79 491.14 0.00 0.00 65.00 198.28 491.14 0.00 0.00 70.00 1.050.02 680.14 0.00 0.00 75.00 206.55 488.54 0.00 0.00 77.00 1,577.06 1,864.42 0.00 0.00 80.00 126.24 284.12 0.00 0.00 Totals: 8,190.36 12,790.64 0.00 0.00 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc . Location : 3020961 - Tigard, OR Y 6/19/2006 2:27:23 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 -8.208 - 12.779 0.000 0.000 0.000 - 446.988 0.000 0.000 0.000 0.000 5.00 -7.994 - 12.123 0.000 0.000 0.000 - 405.948 -0.085 0.000 0.085 -0.158 10.00 -7.772 - 11.470 0.000 0.000 0.000 - 365.981 -0.328 0.000 0.328 -0.302 15.00 -7.540 - 10.824 0.000 0.000 0.000 - 327.119 -0.714 0.000 0.714 -0.430 17.50 -7.369 - 10.450 0.000 0.000 0.000 - 308.268 -0.955 0.000 0.955 -0.489 20.00 -7.258 - 10.124 0.000 0.000 0.000 - 289.845 -1.226 0.000 1.226 -0.545 25.00 -7.021 -9.480 0.000 0.000 0.000 - 253.557 -1.852 0.000 1.852 -0.646 30.00 -6.780 -8.839 0.000 0.000 0.000 - 218.453 -2.575 0.000 2.575 -0.733 35.00 -6.531 -8.200 0.000 0.000 0.000 - 184.553 -3.384 0.000 3.384 -0.808 40.00 -6.211 -7.514 0.000 0.000 0.000 - 151.896 -4.265 0.000 4.265 -0.870 45.00 -5.987 -6.997 0.000 0.000 0.000 - 120.842 -5.205 0.000 5.205 -0.921 50.00 -5.755 -6.481 0.000 0.000 0.000 - 90.909 -6.213 0.000 6.213 -0.999 55.00 -3.432 -4.236 0.000 0.000 0.000 - 62.134 -7.290 0.000 7.290 -1.055 60.00 -3.231 -3.747 0.000 0.000 0.000 - 44.974 -8.417 0.000 8.417 -1.094 65.00 -3.025 -3.258 0.000 0.000 0.000 - 28.819 -9.578 0.000 9.578 -1.121 70.00 -1.962 -2.599 0.000 0.000 0.000 - 13.696 - 10.761 0.000 10.761 -1.136 75.00 -1.746 -2.114 0.000 0.000 0.000 -3.887 - 11.955 0.000 11.955 -1.143 77.00 -0.132 -0.282 0.000 0.000 0.000 -0.396 - 12.434 0.000 12.434 -1.143 80.00 -0.126 0.000 0.000 0.000 0.000 0.000 - 13.153 0.000 13.153 -1.144 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 6/19/2006 2:27:23 PR • Height : 80.00 (ft) Page: 8 Shape: Round Base Dia : 30.00 (in) Top Dia : 24.00 in p (in) Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) U / X 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 0.37 0.47 0.00 0.00 0.00 21.00 21.38 40.0 0.0 0.535 5.00 0.35 0.46 0.00 0.00 0.00 19.07 19.43 40.0 0.0 0.486 10.00 0.33 0.45 0.00 0.00 0.00 17.19 17.54 40.0 0.0 0.438 15.00 0.31 0.43 0.00 0.00 0.00 15.37 15.69 40.0 0.0 0.392 17.50 0.30 0.42 0.00 0.00 0.00 14.48 14.80 40.0 0.0 0.370 20.00 0.29 0.42 0.00 0.00 0.00 13.62 13.92 40.0 0.0 0.348 25.00 0.27 0.40 0.00 0.00 0.00 11.91 12.20 40.0 0.0 0.305 30.00 0.25 0.39 0.00 0.00 0.00 10.26 10.54 40.0 0.0 0.263 35.00 0.23 0.37 0.00 0.00 0.00 8.67 8.93 40.0 0.0 0.223 40.00 0.22 0.36 0.00 0.00 0.00 7.14 7.38 40.0 0.0 0.184 40.00 0.27 0.45 0.00 0.00 0.00 11.26 11.55 40.0 0.0 0.289 45.00 0.25 0.43 0.00 0.00 0.00 8.95 9.24 40.0 0.0 0.231 50.00 0.23 0.41 0.00 0.00 0.00 6.74 7.01 40.0 0.0 0.175 55.00 0.15 0.25 0.00 0.00 0.00 4.60 4.78 40.0 0.0 0.119 60.00 0.13 0.23 0.00 0.00 0.00 3.33 3.49 40.0 0.0 0.087 65.00 0.12 0.22 0.00 0.00 0.00 2.14 2.28 40.0 0.0 0.057 70.00 0.09 0.14 0.00 0.00 0.00 1.01 1.13 40.0 0.0 0.028 75.00 0.08 0.13 0.00 0.00 0.00 0.29 0.42 40.0 0.0 0.011 77.00 0.01 0.01 0.00 0.00 0.00 0.03 0.04 40.0 0.0 0.001 80.00 0.00 0.01 0.00 0.00 0.00 0.00 0.02 40.0 0.0 0.000 • Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc . Location : 3020961 - Tigard, OR Y 6/19/2006 2:27:23 P6 Height : 80.00 (ft) Page: 9 Shape: Round • Base Dia : 30.00 (in) Top Dia : 24.00 (in) / x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) 7 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 1 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev c z pzGh 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 65.00 0.00 1.21 14.913 25.20 152.64 0.590 0.50 5.00 10.417 6.15 154.9 74.8 548.3 70.00 Aooertunancelsl 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 77.00 Appertunance(s) 0.00 1.27 15.653 26.45 156.38 0.590 0.50 2.00 4.167 2.46 65.0 29.9 219.3 80.00 0.00 1.28 15.825 26.74 157.24 0.590 0.50 3.00 6.250 3.69 98.6 44.9 329.0 Totals: 80.00 2,498.0 1,343.2 9,882.0 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR 6/19/2006 2:27:23 Ph 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) 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) (lb) (Ib -ft) (lb-ft) (lb) 17.50 GPS antenna 1 12.287 20.766 1.000 3.00 0.000 0.000 62.30 0.00 0.00 100.00 40.00 GPS antenna 1 12.982 21.939 1.000 3.00 0.000 0.000 65.82 0.00 0.00 100.00 55.00 Low Profile Platform 1 14.218 24.029 1.000 27.32 0.000 0.000 656.46 0.00 0.00 2.100.00 55.00 DB982F90E -M 3 14.218 24.029 0.670 11.56 0.000 0.000 277.71 0.00 0.00 105.00 55.00 RR90 -17 -00 3 14.218 24.029 0.670 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 0.940 20.27 0.000 0.000 487.00 0.00 0.00 234.00 70.00 Standoff 3 15.232 25.743 1.000 13.02 0.000 0.000 335.17 0.00 0.00 189.00 70.00 RR45- 19- 04 -DPL4 3 15.232 25.743 1.000 18.58 0.000 0.000 478.27 0.00 0.00 154.65 77.00 Low Profile Platform 1 15.653 26.453 1.000 27.32 0.000 0.000 722.70 0.00 0.00 2.100.00 77.00 RR45- 19- 04 -DPL4 3 15.653 26.453 1.000 18.58 0.000 0.000 491.47 0.00 0.00 154.65 3,857.02 5,342.30 • Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 6/19/2006 2:27:24 Pn Height : 80.00 (ft) Page: 11 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: 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) (sf /ft) (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 (91 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 (91 1 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 6/19/2006 2:27:24 P6 Height : 80.00 (ft) Page: 12 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: 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 5.00 210.16 796.91 0.00 0.00 10.00 210.16 796.91 0.00 0.00 15.00 210.16 796.91 0.00 0.00 17.50 167.38 498.46 0.00 0.00 20.00 105.08 397.66 0.00 0.00 25.00 210.16 795.31 0.00 0.00 30.00 210.16 795.31 0.00 0.00 35.00 213.73 795.31 0.00 0.00 40.00 287.86 895.31 0.00 0.00 45.00 196.17 655.93 0.00 0.00 50.00 202.17 655.93 0.00 0.00 55.00 1,909.04 3,199.93 0.00 0.00 60.00 151.39 565.93 0.00 0.00 65.00 154.89 565.93 0.00 0.00 70.00 971.65 909.58 0.00 0.00 75.00 161.36 563.33 0.00 0.00 77.00 1,279.21 2,479.98 0.00 0.00 80.00 98.62 329.00 0.00 0.00 Totals: 6,949.36 16,493.66 0.00 0.00 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 6119/2006 2:27:24 PII Height : 80.00 (ft) Page: 13 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 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 -6.969 - 16.485 0.000 0.000 0.000 - 378.814 0.000 0.000 0.000 0.000 5.00 -6.793 - 15.673 0.000 0.000 0.000 - 343.970 -0.072 0.000 0.072 -0.134 10.00 -6.610 - 14.864 0.000 0.000 0.000 - 310.007 -0.278 0.000 0.278 -0.256 15.00 -6.415 - 14.060 0.000 0.000 0.000 - 276.958 -0.605 0.000 0.605 -0.365 17.50 -6.255 - 13.557 0.000 0.000 0.000 - 260.922 -0.809 0.000 0.809 -0.414 20.00 -6.163 - 13.153 0.000 0.000 0.000 - 245.284 -1.039 0.000 1.039 -0.461 25.00 -5.963 - 12.351 0.000 0.000 0.000 - 214.472 -1.568 0.000 1.568 -0.547 30.00 -5.758 - 11.551 0.000 0.000 0.000 - 184.660 -2.181 0.000 2.181 -0.621 35.00 -5.546 - 10.753 0.000 0.000 0.000 - 155.869 -2.866 0.000 2.866 -0.684 40.00 -5.255 -9.857 0.000 0.000 0.000 - 128.139 -3.612 0.000 3.612 -0.737 45.00 -5.059 -9.199 0.000 0.000 0.000 - 101.862 -4.407 0.000 4.407 -0.779 50.00 -4.856 -8.541 0.000 0.000 0.000 - 76.565 -5.260 0.000 5.260 -0.845 55.00 -2.903 -5.368 0.000 0.000 0.000 - 52.284 -6.171 0.000 6.171 -0.892 60.00 -2.745 -4.804 0.000 0.000 0.000 - 37.772 -7.124 0.000 7.124 -0.925 65.00 -2.582 -4.239 0.000 0.000 0.000 - 24.049 -8.106 0.000 8.106 -0.948 70.00 -1.596 -3.346 0.000 0.000 0.000 - 11.140 -9.106 0.000 9.106 -0.960 75.00 -1.425 -2.785 0.000 0.000 0.000 -3.162 - 10.115 0.000 10.115 -0.966 77.00 -0.104 -0.327 0.000 0.000 0.000 -0.312 - 10.520 0.000 10.520 -0.966 80.00 -0.099 0.000 0.000 0.000 0.000 0.000 - 11.127 0.000 11.127 -0.966 Pole : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 6/19/2006 2:27:241 Height : 80.00 (ft) Page: 14 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 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 0.47 0.40 0.00 0.00 0.00 17.80 18.28 40.0 0.0 0.457 5.00 0.45 0.39 0.00 0.00 0.00 16.16 16.62 40.0 0.0 0.416 10.00 0.43 0.38 0.00 0.00 0.00 14.56 15.00 40.0 0.0 0.375 15.00 0.40 0.37 0.00 0.00 0.00 13.01 13.43 40.0 0.0 0.336 17.50 0.39 0.36 0.00 0.00 0.00 12.26 12.66 40.0 0.0 0.317 20.00 0.38 0.35 0.00 0.00 0.00 11.52 11.91 40.0 0.0 0.298 25.00 0.35 0.34 0.00 0.00 0.00 10.07 10.45 40.0 0.0 0.261 30.00 0.33 0.33 0.00 0.00 0.00 8.67 9.02 40.0 0.0 0.226 35.00 0.31 0.32 0.00 0.00 0.00 7.32 7.65 40.0 0.0 0.191 40.00 0.28 0.30 0.00 0.00 0.00 6.02 6.32 40.0 0.0 0.158 40.00 0.35 0.38 0.00 0.00 0.00 9.50 9.87 40.0 0.0 0.247 45.00 0.33 0.36 0.00 0.00 0.00 7.55 7.90 40.0 0.0 0.198 50.00 0.31 0.35 0.00 0.00 0.00 5.67 6.01 40.0 0.0 0.150 55.00 0.19 0.21 0.00 0.00 0.00 3.87 4.08 40.0 0.0 0.102 60.00 0.17 0.20 0.00 0.00 0.00 2.80 2.99 40.0 0.0 0.075 65.00 0.15 0.19 0.00 0.00 0.00 1.78 1.96 40.0 0.0 0.049 70.00 0.12 0.11 0.00 0.00 0.00 0.83 0.97 40.0 0.0 0.024 75.00 0.10 0.10 0.00 0.00 0.00 0.23 0.38 40.0 0.0 0.009 77.00 0.01 0.01 0.00 0.00 0.00 0.02 0.04 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 : PO54XC009 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR Y 6/19/2006 2:27:24 PO Height : 80.00 (ft) Page: 15 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 8.2 0.00 12.78 0.00 0.00 446.99 21.38 40.0 0.00 0.535 Ice 7.0 0.00 16.49 0.00 0.00 378.81 18.28 40.0 0.00 0.457 Pole : PO54XC009 Code: TIA/EIA - 222 Rev F Copyright Semaan Engineering Solutions, Inc Location : 3020961 - Tigard, OR 6/19/2006 2:27:25 Ph Height : 80.00 (ft) Page: 16 Shape : Round Base Dia : 30.00 (in) Top Dia : 24.00 (in) U x Taper : 0.000000 (in /ft) Base Elev : 0.000 (ft) Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip -ft) (kip) (kip) (klp -ft) (kip) (kip) Design % 606.10 10.10 446.99 16.49 8.21 73.75 Base Plate Allow Applied Yield Thick Width Poly Clip Len Effective Moment Stress Stress Stress (ksi) (In) (In) Style Sides (in) Len (In) (kip -in) (ksi) (ksi) Ratio 36.0 2.000 42.000 Round 0 0.00 9.425 183.74 36.00 29.24 0.81 Anchor Bolts Start Compression Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio ° 36.00 10 2.25" A36 2.25 36.00 58.00 Clustered 0.00 0.0 61.25 93.59 0.65 57.95 101.46 0.57 a , i vv LC W LLC dba Lew • C ricket LCW 3995 FAIRVI INDUSTRIAL DRIVE SE SUITE 120 SAL EM, OR 97302 PHONE (503) 315 -7833 FAX 503- 318 -7840 PREPARED BY • RECEIVED ®®SAES JUN 2 7 ? ENGINEERING SERVI CE C 4630 CAMPUS DRIVE SUITE 101 CITY OF TIGARD NEWPORT BEACH, CA 92660 BUILDING DIVISION SITE NAME H Pox - 147 -C I SCHOLLS FERRY NO. DRAWN BY HC NEW EQUIPMENT AND NEW ANTENNAS ON AN EXISTING 80' MONOPOLE SUBMITTALS SITE NUMBER � ,4011111#0,,, '� \�00 60 X270 `tee 90= PDX-147-C . 24° 12 /� 210 180 , / / / \ \ \ 0 06/ 16/06 100% CD HT MAGNETIC DECLINATION NOTES � _ PR CFE' S I ARCHITECT SITE NAME SHT. , , , :4,03. , 1v4 . 1 . : ^�°" L�° '• J"} THE FOLLOWING PARTIES HEREBY APPROVE AND SAES, INC. DESCRIPTION I t s �^ y NO. ) j ' . . }} �S ` �, + ' 4� 4y' '.- '` • ` �� ACCEPT THESE DOCUMENTS AND AUTHORIZE THE [); . SCHOLLS FERY A I• • ,j`! d . , . �. ( > 4630 CAMPUS DRIVE T - I TITLE SHEET r q c 1�g K .e. + CONTRACTOR TO PROCEED WITH THE — ..i11110 11Pr _:%1 111111 11111.11."-- SUITE 101 SITE NUMBER: A OVERALL SITE PLAN AND VICINITY MAP �,+ (* i ` •.J +i 1 f r / }- • CONSTRUCTION DESCRIBED HEREIN. ALL NEWPORT BEACH, CA 92660 [ .y. gni; d 1 ' i - 1 Ij l . ' .1 DOCUMENTS ARE SUBJECT TO REVIEW BY THE CONTACT HUMBERTO TAPIA PDX -147 -C A -2 PROJECT AREA PLAN AND ANTENNA LAYOUT N I � ._ �sd, h � -, r' b •p�" ew;w r "' - ` � "' ` ; 52 a "° LOCAL BUILDING DEPARTMENT AND MAY IMPOSE PH (949) A-3 OFC'lL ,''', _' .k %a-'. : : • " { � e � GON ( ) 260 -8407 SITE ADDRESS A 3 ELEVATIONS i �LV . • �;1 . " ' . CHANGES OR BUILDING MODIFICATION FAX 949 260 - 8406, \. ( ) A -4 ELEVATIONS =°'''' P i 4 : 12390 SW SCROLLS FERRY ROAD u q�,,,i �� 1 , �� Ta �- ', 1 ^"� - t'�7f ^z� S � � SURVEYOR �: �1`' , y , " a _ , _ ',. � O 4 Y O� P PORTLAND, OR 97223 A -5 CONSTRUCTION DETAILS `S ��,�R 2 1�, )4..," j �} ti )) , L L ASSESSORS PARCEL NO 'T-+3 4 2 p r } : t i 6� f °°` °t . , ' •� , ` 1 /� A H M ED TBD ''' >\ S= 'fit R > ,1 ' .7 i "7 J t51348C -00600 G -I GENERAL NOTES �•' • 'li 0-2 GENERAL NOTES !' - ` di'ti l [� _1.."i �� .0.1.1 " "4 -`•` .", 1 [ - �,� 1 . ��, r � LCW A PROP ( EXPIRES 06/30/08 ZONING �„j .. G-3 GENERAL NOTES C 3 1° - u2 I INST (INDUSTRIAL) Rr ) X ' GO %" �"� ={ S DATE' ELECTRIC LANDLORD G -4 GENERAL NOTES _ LCW R F 6 PGE GLOBAL SIGNAL LOCATION MAP — DATE. / a TELCO 301 N CATTLEMAN ROAD E -1 ELECTRICAL SITE PLAN TBD SANASOTA, FL 34232 E -2 GROUNDING PLAN. GROUNDING NOTES, DETAIL LCW NETCFS CONTACT BILL BELTRE DATE SCHOLLS FERRY PLANNING APPLICANT E -3 MISCELLANEOUS DETAILS FROM THE CRICKET COMMUNICATIONS OFFICE IN JACOB HAMILTON E -4 MISCELLANEOUS DETAILS SALEM. OREGON LCW CONS PDX -147 -C LCW WIRELESS, LLC dbo CRICKET LCW DATE 12390 SW SCHOLLS FERRY RD SRES. INC 3995 FAIRVIEW INDUSTRIAL DRIVE SE SUITE 120 E -5 ONE LINE DIAGRAM. NOTES, PANEL SCHEDULE FROM SALEM, NORTH ON I -5 TO SR -217, NORTH TO PORTLAND, OR 97223 10411 OLD AE ROAD 9210 SALEM, OR 97302 E - GENERAL NOTES, ABBREVIATIONS LEGENDS & DETAIL 12390 SCHOLLS FERRY ROAD SCHOLLS FERRY ROAD. LEFT (WEST) TO SITE AT INTERCONNECT SACRAMENTO, AMENTO, , CA A 95827 95827 PHONE (503)315 -7833 _ DATE. PHONE: (619) 341 -9208 BUILDING CODE LCW SITE DEV. MGR.. • CONTACT 0330 °` °(2003" SPEaaTY COIN 00E CNie nwo DATE. JACOB HAMILTON 0croo01 a I, R, too. (2003 on 0 m GO3E a ds�3R00 0 w wRCIRwan25I n) SRES, INC •ro arm sarm 3r OREGON tPm w OV003 3(2u ¢ (rog, uwRa 00 sy M p¢3 3R ROE woo TITLE SHEET 10411 OLD PLACERVILLE ROAD 9210 2 EUf OREGON O OF C00 P ROPERTY OWNER DATE. P • 233! gN 0 3igw11 ELECTRICAL SPECIALTY CODE • RE xx SACRAMENTO, CA 95827 •2034 MOON 0E OREGON MECNI SPECIALTY CInE (2033 etroft out PHONE: (619) 341 - 9208 RECRUVaC0. CODE 000 OREGON " 2o03 a) . CONSULTANT TEAM PROJECT SUMMARY SHEET INDEX SITE DIRECTIONS APPROVALS SHEET NUMBER — — — — — T -1 L _ • RF SCHEDULE LCW Wireless S ECTOR ANT PER ANTENNA MECH O ELEC OWN NITENNA MODEL COAx COAx TOP BOTTOM LLC dba ` S Ty SCROLLS FERRY RDA — EXISTING —/ SECTOR CNaZIMUTH SIZE LENGTH JUMPER JUMPER BUILDING ANTENNA TRLINE TILT TILT NUMBER Cricket LCW A 1 150' 70' -0" 0' 4' RR45- 19- 04 -OPL4 7/8" 120' 6' 6' B 1 220' 70' -0" - 2' RR45- 19- 04 -OPL4 7/8' 120' 6' 6' 3995 FAIRVIEW INDUSTRIAL DRIVE SE C 1 340' 70' -0" Cr a' RR45- I9- 04 -OPL4 7/8 120' 6' 6' SUITE 120 EXISTING ' SALEM, OR 97302 E, .-- PARKING V NOTE PHONE (503) 315 -7833 y I FAX 503-318-7840 � f I I THIS SITE PLAN IS BASED ON THE PLOT MAP o ' rr F ' ® C '") % 4RI THE AC OF PROPERTY LINES. GUARANTEE PREPARED BY NEW LCW WIRELESS _ EXISTING �4/ �° O I PARKING ? \f 2 ELECTRIC / TELCO UTILITY POINT OF CONNECTION ir, I0'x15' LEASE AREA AND EASEMENTS ARE PRELIMINARY AND ARE 1r 191 17' �� SUBJECT TO CONFIRMATION BY THE LOCAL UTILITY o C COMPANIES .0 CD je I n �I n 191.11 7' a V 0 L . NOTE ; �® SRES 7W ' 0 I 11113 '�" LATITUDE N45' 26' 3435" (NAD 83) W 122' 48' t 2 978" (NAD 83) STRATEGIC ARCHITECTURAL & 1 �` LONGITUDE ENGINEERING SERVICES. INC AMSL (It) 230 (NAVD 88) 4630 CAMPUS DRIVE SUITE 101 NORTH `z 3)5' -- APN . 1S134BC -00600 NEWPORT BEACH. CA 92660 VINCINITY MAP SCALE: N.T.S. 12 yg�` - s-,; L [) y ,3 `-/ - • (- ,�\ ryy � ' q J �� i �� V � � "�.,, v - EXISTING 6' HIGH CHAIN -LINK FENCE ° 1 7 4 ' � � � R 4 W/ 3 STRANDS BARBED WIRE y4�i a .- -, ' , ° / -,Z NEW LCW WIRELESS 6 5' _ "+ , ) , w„ ) \.) EXISTING HIGH PAN EL ANTENNAS CAB TIETS TELECOM EQUIPMENT �(\ ;.., (1) PER SECTOR, IP OJ NO PDX -147 -C ' �� =� (3) SECTORS TOTAL l0 J . • 1 . - • 1 9117' PROPERTY LINE ExISTING TELECOM 80' HIGH MONOPOLE a1S �ti7'%,, — — — — — — — — — — — � � -2 — ExIST TELECOM TELCO DRAWN BY HC 4 S 0 7 +° Ja \ x x / CABINETS E LECO 0 2a' -0 4' x NEW TELCO P.O.0 SUBMITTALS I EX RETAINING WALL ExISTING TELECOM POWER ' CABINET AND METER / - I. �\ - I' I EXISTING TREES ` ` �'-/^\ \ Q ... f' EXISTING __Y o JGi `(` BUILDING 1 EXISTING __Y ^ \ , 14 „R rf Z CAR WASH I ..41• �1 w I I I I 0 06/16/06 100% CD HT c o ''''�;, - w NEW COAX INSIDE EXISTING 6” 1 1. ' R a I $ I I J DIA CONDUIT N OTES �� PROF-, S I NEW TELCO INSIDE EXISTING 2" R S ' ,, , 6> S °„� a a F I DIA. CONDUIT e �CIG INEFR ioZ 1 o —� g- o i ce �y M 96 5 s � I I a - 7 R I EXISTING POWER METER \Q ' I " I o ° EXISTING #99 871 877 0 l I T �-/".;",.. o OR EGON A ?S f I ENTRY i— ACCESS ROUTE PARKING _ NE WIRELESS POWER F I " I a� � � n (- A HME S t. _1 NEW LCW WIRELESS CMO RADIO CABINET 52'x30 "x55" 1 72'_3•• t ON AN EXISTING 8'X19' -6" CONCRETE PAD WITHIN A I EXPIRES 06/30/08 I a I rhj KJ" _r 10'x15' LEASE AREA ( I 50 SO FT.) Q / J ` I NEW LCW WIRELESS PPC ® 6/ Z‘/ OG ° CABINET AND TELCO CABINET ((( in ' � 37 -a y SCHOLLS FERRY 191 17' PROPERTY LINE o 16' -5" PDX -147 -C 1 13' -11" T k/' 1239 PORTLAND, E OR 97223 RD in LA [''v 314' -� EXISTING -a 7 os J C,, _PARKING 1 I .- EXISTING OVERALL SITE PLAN s + � � - BUILDING AND VICINITY MAP I EXISTING © SHEET NUMBER I V PARKING NORTH A -1 OVERALL SITE PLAN I r ®I1 L —1 A �,. 7 0 1 I LCW Wireless, ANTENNA SPECS x LLC dba < 1 - ' WEIGHT:... ... . 12LB I ° 1 I I Cricket LCW Y DIMENSIONS (LxWxD)• (79x6x3 in) KEY NOTES I MAX WIND AREA . . 211 sq x 3995 FAIRVIEW INDUSTRIAL DRIVE SE MAX. WIND LOAD ( @100MPIt) 108 Ib1 ' SUITE 120 1011' MAX. WIND SPEED:.......... 125 MPH O1 NEW LCW WIRELESS I O6 SALEM, OR 97302 HARDWARE MATERIAL GALVANIZED STEEL CMO RADIO CABINET 52 "x30 "x55" I r / I PHONE (503) 315 -7833 COLOR .... . ... .. LIGHT GRAY O NOT USED I FAX 503 - 318 -7840 ° I / —� PREPARED BY 003 NEw UTILITY LCW H -FRAME WIRELESS N O EXISTING METER TO BE NEW LCW WIRELESS 200A METER I I GAMMA SECTOR \\._ EXISTING POSITION G. ORANGE/GREEN 0 OS NEW GPS ANTENNA ASPHALT I I • I • ®®igAES POSITION I. WHITE /GREEN a ! O6 NEW LCW WIRELESS COAX RUN INSIDE I `' I STRAC TEUR ,....,/,...../.3. �] EXISTING 6" DIA CONDUIT I I ENGINEERING TEGI SERVICE INC AL A � O7 NEW LCW WIRELESS I I NEWPORT�BEACH. CA 92660 tOt GENERATOR PLUG O O I °u a O8 NEW LCW WIRELESS 10'x 15' U ~ LEASE AREA (150 SO Ti) — x — I — x x x ! , O9 \ EXISTING BOLLARD - BETA SECTOR E XISTING 11' -0" WIDE CHAIN -LINK ' 4 _ o PROJ NO N PDX-147 -C POSITION D. RED /ORANGE GATE WITH 3 STRANDS BARBED WIRE * I SAES POSITION F. RED/WHITE \ ALPHA SECTOR 0 EXISTING 6' -0" HIGH CHAIN -LINK -- ! POSITION A. YELLOW /ORANGE F ENCE WITH 3 STRANDS BARBED WIRE < (DRAWN BY HC POSITION C. YELLOW/WHITE \ u © NEW LCW WIRELESS PPC CABINET I SECTOR COLOR CODE © Nov LCW WIRELESS TELCO CABINET h i SUBMITTALS �• " A • EXISTING 8'x19' -6" CONCRETE PAD I " N ;�� © EXISTING RETAINING WALL x Z -P u N LCW WIRELESS \ wc ' 1® EXISTING (6) 6" DIA. CONDUIT I w a 6 5 HIGH PANEL ANTENNAS, - a: ° (1) PER SECTOR. A 5 F 0 (3) SECTORS TOTAL © EXISTING CABLE BRIDGE N. — — o a N 0 w 4 S ® NOT USED `V +n Z � , 0 06/16/06 10 co HT R muommirisftwaill * r S 0 O z L WE �, 0 ' F E NEw STING CW 2 IR •' DIA LESS CONDUIT TELCO RUN INSIDE ,f, F Z NO � �� R N NEe F SS / N. ® EXISTING (2) 2" DIA CONDUIT ii00 ="'""1 r X i7.) C) ST -UPS ` x \ '� w �/ , g' �-" • EXISTING 80' HIGH MONOPOLE w +F o, , — �_ n ce / t a Q I o ' CON ASPHALT w •a oy 2o 01 / 0 5 0 �� A 1 � HM� EXPIRES 06/30/08 I : I / I Q SCHOLLS FERRY ° PDX -147 -C © I © 12390 SW SCROLLS FERRY RD PORTLAND. 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(1) PER SECTOR. w La (3) SECTORS TOTAL (3) SECTORS TOTAL 0 I a a DRAWN BY HC L' w 4 < Z _ f�� CENTER OF N ANT PANELS _ —_ _ Z O In a z - -- - u — �1 — — — -- — E 55 —_ �. CENTER OF (N) ANT PANELS 1 ELEV 55 - -0 .. - --- -�e:.� �� \ W w o a z Z i z / z Z Z SUBMITTALS W N Q U./ w < Q U EXISTING TELECOM PANEL ANTENNAS EXISTING TELECOM PANEL ANTENNAS U -J z Z Li Z a • w a (TO BE REMOVED) ( TO B REMOVED) I ¢ Q 1- o z Z Z J z a z z en In F EXISTING 80' HIGH MONOPOLE EXISTING 80' HIGH MONOPOLE -- Z v c jn w U N z Z a J Z x w 2 J W w w W L. 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CA 92660 T 0 J T 0 MONOPOLE / 111 r �_ \ _ IIII I /` ELEV. 80' -0" \ \ ELEVM80' -0" Y EXISTING TELECOM PANEL ANTENNAS - -- 1 j' ` _ -- r - ` - EXISTING TELECOM PANEL ANTENNAS (BEYOND) CENTER OF (N) ANT PANELS _ _ _ a \ a\ _ _ ( N ) AN 4. I PDX-147-C I OF T PANELS SAES ELEV. 70' -O' \ \ -- CENTER ELEV 70' -0" — PROJ NO © NEW LCW WIRELESS 6 5' HIGH / ..- NEW LCW WIRELESS 6 5' HIGH up PANEL ANTENNAS (1) PER SECTOR PANEL ANTENNAS ( I ) PER SECTOR (DRAWN BY HC (3) SECTORS TOTAL. a a (3) SECTORS TOTAL (BEYOND) a a CENTER OF (N) ANT PANELS _ ____ __ — _ ____ Z a ° ° ¢ z _ — r _ _ CENTER OF (N) ANT PANE SUBMITTALS ELEV 55' -0" \ W w o a a o w W \ - -- -- ELEV 55 -0" // . z z EXISTING TELECOM PANEL ANTENNAS --- V ¢ a .- ¢ U ( TO BE REMOVED) w z < z w EX TELECOM PANEL ANTENNAS (BEYOND) a z w w z (TO BE REMOVED) z a z z a z EXISTING 80' HIGH MONOPOLE - - - - -- a w ' - ¢ V) w a EXISTING 80' HIGH MONOPOLE tri w Z x i J za Z (BEYOND) J W W W z w X w w W O a 0 X 3 a w a EXISTING 6' HIGH CHAIN -LINK 3 < z ¢ FENCE W/ 3 STRANDS Z a 3 4o p o w u 0 z BARBED WIRE (BEYOND) EXISTING TELECOM x w 3 Z o o Z 3 w x NEW LCW WIRELESS UTILITY 0 0 06/16/06 100% CD HT EQUIPMENT CABINETS w w w 7 1 1 Z w w H -FRAME (BEYOND) w o 3 W m li 3 O ® NOTES FL PROFe EXISTING TELECOM TELCO w 3 ° w w ° 3 w EXISTING TELECOM POWER F LI NE S s / EXISTING TELECOM CABLE z v a v v a v z G J N BRIDGE CABINET n w O ° -. J CABINET (BEYOND) C O w NEW LCW WIRELESS '0' CHAIN -LINK y NEW LCW WIRELESS EXISTING 6' HIGH w F ° ° 3 z EQUIPMENT CABINET ON AN 0 et HIGH n I I ;,� w EQUIPMENT CABINET ON AN FENCE W/ 3 STRANDS w z I ° ° 1 z w EXISTING TELECOM r� BARBED WIRE U ; a a , EXISTING CONCRETE PAD —`�� ' EXISTING CONCRETE PAD o 1 . o - EQUIPMENT CABINETS - I 1 ° (BEYOND) EXISTING TELECOM TELCO —� NEW LCW WIRELESS UTILITY I 0 o I H -FRAME EXISTING RETAINING WALL C 3m— \ N -in \ - ;. — 5- CABINET (BEYOND) REGON � , I :. w •..• r Y z EXISTIN RETAINING WALL ', $'� r 7 w w ti !f t' A ® ° — S d \ , I�ic :': ° i ° W � Ir =II `P O( 2� Y 0 0 P b c, � ��I '� W > - F ! ■ - - w ' 7 , 9 11 ' 2 D ce FINISH GRADE ' w .1 n . 4 x % : : . ... .'a ?i • %< : ' ; i o; ; >` i1. 1 �� IS ` � TO IT FINISH GRADE ELEV 230' -0' ' ELEV 230' -0' I EXPIRES 06/30/08 I EXISTING CONDUITS /Ze/0 C EXISTING CONCRETE PAD EXISTING POWER METER SCHOLLS FERRY PDX -147 -C 12390 SW SCHOLLS FERRY RD PORTLAND, OR 97223 ELEVATIONS SHEET NUMBER A -4 EAST ELEVATION M o 4. g IF {2 SOUTH ELEVATION M . C r 1611 L n. LCW Wireless, LLC dba GPS ANTENNA NEW LCW WIRELESS EQUIPMENT CABINET Cricket LCW pi ANCHORED TO EXISTING CONCRETE PAD 3995 FAIRVIEW INDUSTRIAL DRIVE SE 1 1/4" NOMINAL DIAMETER �(1 66" ACTUAL 0 D) X 2' -0" SALEM. SUITE MAX, SCHEDULE 40 2 ' - t " t ' - 4 ' - INSTALL ANCHOR BOLTS A —/ -/ PHONE (503) 315 -7833 VALMONT MICROFLECT -- GALVANIZED STEEL MOUNTING TYPICAL OF 5 PLACES FAX 503 -318 -7840 UNIVERSAL PIPE ADAPTER PIPE KIT PART NO B1534 (SEE NOTE 4) PREPARED BY \\ [I • � - �-` EQUIPMENT - - - \— ♦ CABINET \ G Oo\ ZO 1 EXISTING ICE BRIDGE POST - - - COAX CABLE - -- INSTALL HILTI KWIK BOLT II OOO� �\ -- - OR SIMILAR POST IF NEW POST MOU T�G ANCHOR BOLT t/2 "0 x w IS REQUIRED. SEE DETAIL 820 SURFACE— 3 - 1/2" EMBEDMENT ICBO w FOR POST AND FOUNDATION #4627, COLA #24946 0 I J I u - -- PLACE CABINTET ON 1/4" O O ® ®�� THK PROVIDED RUBBER _ _ \ BOLT -HOLE TEMPLATE z n STRATEGIC ARCHITECTURAL & ENGINEERING SERVICES, INC. ELEVATION \ — ' en 4630 CAMPUS DRIVE SUITE 101 4 �° ° ° nO o w NEWPORT BEACH, CA 92660 \ ° ° ° 1 - NOTES ° s < 1 LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY a0 AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. EXISTING CONC. PAD \- 2 ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES VERIFY WITH EXISTING CONCRETE PAD /_ 4' -6" HANDHELD GPS BEFORE FINAL LOCATION OF CPS ANTENNA. DETAL AO I I PROD NO PDx -147 -C 3 THE WEIGHT OF THE ANTENNA MOUNT IS 6 5 LBS / 19' -6" EXISTING CONCRETE PAD / 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED. I DRAWN BY HC I GROUND WITH #2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO GROUND RING. SUBMITTALS GPS ANTENNA 13 ANCHOR AND BOLT DOWN DETAIL 11 UNISTRUT PIPE /CONDUIT CLAMP P1119 OR P2558 -35 (GALV) (TYPICAL) FOLLOW MANUF RECOMMENDATIONS FOR BOLT TORQUE MONOPOLE COLOCATION T -FRAME KIT 10 3 1/2" 00 POST WITH 10 " -30" 0.0 RING MOUNT ANDREW PART QMC- K12S -6 -72 OR 0 06/16/06 100% CD HT t�/A EOUIVALENT `vJ NO7E5 C - 1) r KOFF S DOWNTILT BRACKET \ C 7 � �NGINEE� Si C� 2 4-0" (MAX) ROPOSED LCW WIRELESS [� TOP BRACE RNA y / PANEL ANTENNA PANEL 4 ! �� MONOPOLE COLOCAIION T -FRAME PIPE CAP (TYP) 1 FACE WITH (6) 4- 3 /8' 72" - ) ,� /,' PIPE MOUNTS ANDREW PART / \ Ia�� `��` 1� • • - EGON UNISTRUT P1001 (GALV) TOWER SUPPLIER) ANTENNA PIPE MOUNT #MCT9256S OR EQUIVALENT () (BY OWE SU ° �C' \ ® UNII._ \ \ W � , s s o �' �I y � ' � Y�i,2 o � � P 1 D S ` - 3 " 0 SCH.40 PIPE (GALV) , � ` 1 • /4 A H ME"' a OR ' O O" 0 0 3 0 RGS CONDUIT (GALV) (TYP) i.• �� 0 4 I . � \, I EXPIRES 06/30/08 I � .0. 670 UNISTRUT P1001 (GALV) ANTENNA (SPECIFICATIONS C ` / 1i ...., I PROVIDED BY RF EL ° UNISTRUT P100I (GALV) I ENGINEER) �� ° it PROPOSED LCW WIRELESS / SCHOLLS FERRY MOUNT -ARM BY OTHERS \ COAX CABLE 12390 SW SCHOLLS FERRY RD - l F INISHED GRADE I COAX JUMPER TO MAIN ` ` � �, PDX -147 -C . . v v EXISTING MONOPOLE Li, PORTLAND, OR 97223 PROPOSED LCW WIRELESS o- 10" 0 PLAIN CONCRETE OR PANEL ANTENNA SAKRETE PIER NEW 2 -3/8" 0 D. PIPE BY CONSTRUCTION 0 1 ANDREW PART AMT -651 OR DETAILS EQUIVALENT SHEET NUMBER A -5 UTILITY H -FRAME 1 ANTENNA MOUNTING DETAIL 1 L • _J F . IMPORTANT NOTE: 15 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, 0 GRAvEL FILL, WELL GRADED HARD. DURABLE, NATURAL 0 SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE LCW Wireless, ELEVATIONS, PROPERTY LINES, ETC ON THE JOB SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS. SOD CONDITIONS WHICH WILL ENCOURAGE ROOTING RAKE AREAS TO LLC dba RUBBISH, AND OTHER DELETERIOUS ORGANIC MATTER MATERIAL BE SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL 16 THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS P SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY Cricket LCW THE CONTRACTOR MUST PROVIDE CLOSE -OUT DOCUMENTS AT ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION) THE FINAL INSPECTION WALK BEFORE PAYMENTS WILL BE MADE PRIOR TO COORDINATING SITE SWEEPING U 5, SIEVE NO % PASSING BY WEIGHT RECOMMENDED BY THE SEED PRODUCER a" 100 3995 FAIRVIEW INDUSTRIAL DRIVE SE 17 THE CONTRACTOR SHALL SUBMIT. AT THE END OF THE 1/2" 50 -85 0 IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE SUITE 120 PROJECT. A COMPLETE SET OF AS -BUILT DRAWINGS TO #4 40 -75 GROWTH OF SEEDED ANU LANDSCAPED AREAS BY WATERING UP SALEM, OR 97302 I CRICKET'S PROJECT MANAGER #J1O 30 -60 TO THE POINT OF RELEASE FROM THE CONTRACT CONTINUE TO PHONE (503) 315 -7833 �a0 10 -30 REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED FAx 503 -318 -7840 GENERAL RECUIRMENTS SITE WORK AND DRAINAGE ff 100 5 -20 3 04 FIELD OUALITY CONTROL EARTHWORK. EXCAVATION. AND GRADING /j200 0-B PREPARED BY. A COMPACTION SHALL BE 907. MAXIMUM DENSITY IN GRAVEL FILL TO BE PLACED IN LIFTS OF 9" MAXIMUM ACCORDANCE WITH ASTM D- 1557 FOR SITE WORK AND 95% I. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY PART t - GENERAL THICKNESS AND COMPACTED TO 95% DENSITY MAXIMUM DENSITY UNDER SLAB AREAS AREAS OF SETTLEMENT WITH ALL LAWS. ORDINANCES. RULES, REGULATIONS, AND LAWFUL WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE ORDERS SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONAL 1 01 WORK INCLUDED REFER TO SURVEY AND SITE 2 02 EQUIPMENT CODES BEARING ON THE PERFORMANCE OF THE WORK THE PLAN FOR WORK INCLUDED 3 05 PROTECTION WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE A COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL CODES. REGULATIONS, AND ORDINANCES 1.02 RELATED WORK MEANS LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT. A PROTECT SEEDED AREAS FORM EROSION BY SPREADING ®SREEI VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE STRAW TO A UNIFORM LOOSE DEPTH OF 1"-2" STAKE AND TIE 2 THE ARCHITECT /ENGINEER HAVE MADE EVERY EFFORT TO A CONSTRUCTION OF EQUIPMENT FOUNDATIONS TONS SMALLER AREAS SHALL BE COMPACTED BY DOWN AS REQUIRED USE OF EROSION CONTROL MESH OR SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS POWER- DRIVER, HAND HELD TAMPERS. MULCH NET SHALL BE AN ACCEPTABLE ALTERNATIVE STRATEGIC ARCHITECTURAL & THE COMPLETE SCOPE OF WORK THE CONTRACTOR BIDDING THE B INSTALLATION OF ANTENNA SYSTEM ENGINEERING SERVICES. INC JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR 8. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS B ALL TIRES PLACED IN CONJUNCTION WITH A LANDSCAPE 4630 CAMPUS DRIVE SUITE 101 ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT 1 03 DESCRIPTIONS GRUB ORGANIC MATERIAL TO A MINIMUM OF 6" BELOW ORIGINAL CONTRACT SHALL BE WRAPPED. TIED WITH HOSE PROTECTED NEWPORT BEACH, CA 92660 EXCUSE SAID CONTRACTOR FORM COMPLETING THE PROJECT GROUND LEVEL WIRE AND SECURED TO STAKES EXTENDING 2' -0" INTO THE AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE A ACCESS ROAD. TURNAROUND AREAS, AND SITES ARE C UNLESS OTHERWISE INSTRUCTED BY CRICKET COM REMOVE GROUND ON FOUR SIDES OF THE TREE DOCUMENTS CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED. TREES. BRUSH AND DEBRIS FROM THE PROPERTY TO AN EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND AUTHORIZED DISPOSAL LOCATION C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST 3 THE CONTRACTOR OR BIDDER SHALL BEAR THE MAINTENANCE PERSONNEL ACCESS WASHOUTS AND SOIL EROSION STRAW BALES SHALL BE PLACED RESPONSIBILITY OF NOTIFYING ON WRITING) CRICKET'S AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS REPRESENTATIVE OF ANY CONFLICTS. ERRORS. OR EMISSIONS 1 04 QUALITY ASSURANCE D PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR THE SOIL PERFORMANCE OF WORK A. APPLY SOIL STERILIZER IN ACCORDANCE WITH CHAIN LINK FENCE I SAES PDX - 147 -C MANUFACTURER'S RECOMMENDATION (USE AS NEEDED) E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED. PROJ NO. 4 THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND B VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE PLACEMENT OF FILL OR BASE MATERIAL 1 LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT PROJECT CONTRACT WILL BE PLACED AND MAINTAINED AS RECOMMENDED PART I - GENERAL I DRAWN BY: HC AS DESCRIBED THEREIN BY NURSERY INDUSTRY STANDARDS 3 03 INSTALLATION t 05 SEQUENCING A THE SITE AND TURNAROUND AREA SHALL BE AT THE 4 Ot SEQUENCING 5 THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS A IF THE SITE AREA HAS BEEN BROUGHT Up TO SURFACE SUBMITTALS THE SUBMISSION OF BIDS OR PERFORMING WORK TO A CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN CONSTRUCTION STAKING FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE ACCORDANCE WITH THE CONTRACT CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE CONTAMINATION OF SAID SURFACE COURSE B GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO TO BE CALCULATED FORM FINISHED GRADES OR SLOPES 6 THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR 4 02 APPLICABLE STANDARDS PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON SUB -BASE MATERIAL. INDICATED. ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION B. CLEAR EXCESS SPOILS. IF ANY, FROM JOB SITE AND DO ASTM -Al20 SPECIFICATION FOR PIPE. STEEL BLACK AND DRAWINGS /CONTRACT C CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG NOT SPREAD BEYOND THE LIMITS OF CRICKET INC LEASE HOT- DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS ACCESS DRIVE FOR ORDINARY USES PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER 7 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND D THE SITE AREA WILL BE BROUGHT TO SUB - BASE COURSE ASTM -Al23 ZINC (HOT -DIP GALVANIZED) COATING ON IRON MATERIALS ACCORDING TO THE MANUFACTURER'S /VENDOR'S C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION AST STEEL PRODUCTS SPECIFICATIONS UNLESS OTHERWISE OR WHERE LOCAL CODES ELEVATION PRIOR TO FOUNDATION CONSTRUCTION OR ORDINANCES TAKE PRECEDENCE PRIOR TO FORMING FOUNDATIONS ASTM -A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC E APPLY SILT STERILIZER PRIOR TO PLACING BASE D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND 0 06/16/06 1007. CD HT 8 THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COATED (GALVANIZED) BY THE HOT - DIPPED PROCESS. MATERIALS CONSTRUCTION M NT A THE SITE UPDATED WITH THE N DOCUMENTS S E$ E U D ED T E E THE CONTRACT INCLUDES ALL NECESSARY GRADING. LATEST AVAILABLE EVFORNTHE 4N SE�BY ALL PERSONNEL E SO NEL NS WITH F IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH ACCESS DITCHING AND ROADS COMPLETE SURFACE ACCESS SPECIFICATIONS R-F-191 CCHAINLINK -FENCING. WIRE AND AND POST NOTES '\,C%' THE r AND THE PROJECT DCCESS ISTURBE ROAD TO BASE ON E w BER 710 SITE GROWTH TO PUBLIC THOROUGHFARE IS INCLUDED IN SCOPE OF WORK ACCESSORIES). ..) c., N OI N E Q r C. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION - UNLESS OTERWISE INDICATED 4 � , 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PART 2 PRODUCTS J i PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE ZONE F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE Q ; S di OLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH 4 03 FENCE MATERIALS TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR S THE SURFACE BEFOR PLACING FILL OR STONE STERILIZER COORDINATING ALL PORTIONS OF THE WORK UNDER THE AZE APPLICATIONS TO THE SE S ONS TONE SURFACES FACEACE S SURFACES. APPLY SOIL A ALL FABRIC WIRE. RAILS, POLES, HARDWARE AND OTHER CONTRACT G PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND STEEL MATERIALS SHALL BE HOT- DIPPED GALVANIZED OREGON 1 06 SUBMITTALS COMPACT BEFORE PLACING NEXT LIFT I THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING B FABRIC SHALL BE 8' -0" HIGH X 2" CHAIN LINK MESH OF ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR A BEFORE CONSTRUCTION H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, NO 9 GAUGE (0 148) WIRE. THE FABRIC $HALL HAVE A TWISTED \P O 4-44 y )I 2 �P THE WORK BY THE ARCHITECT /ENGINEER, THE STATE, COUNTY SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND BARBED FINISH FOR THE TOP EDGES AND A KNUCKLED yq OR LOCAL GOVERNMENT AUTHORITY I. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, AND SHALL COVER THE AREA AS INDICATED FINISH FOR THE BOTTOM EDGES, FABRIC SHALL CONFORM TO �( A H ME c ' SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER THE SPECIFICATIONS OF ASTM A -392 CLASS 1 I1 THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO NURSERY LETTERHEAD IF A LANDSCAPE ALLOWANCE IS INCLUDED I RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL PROTECT EXISTING IMPROVEMENTS. EASEMENTS, PAVING, IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF NEW COSTS FENCED AREAS, PARKING AREAS AND TO ALL OTHER SLOPES C BARBED WIRE SHALL BE DOUBLE - STRAND, 12 GAUGE CURBING. ETC. DURING CONSTRUCTION UPON COMPLETION OF UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR GREATER THAN 2:1. TWISTED WIRE. WITH 14 GAUGE 4 POINT ROUND BARBS SPACED I EXPIRES 06/30/08 I WORK, TI IE CONTRACTOR SIIALL REPAIR ANY DAMAGE THAT MAY AT 5" O.C. LANDSCAPING REQUIREMENT) HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE J RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR PROPERTY 2 SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE DRAINAGE SWALES AS INDICATED ON PLANS D ALL POSTS SHALL BE SCHEDULE 20- GALVANIZED STEEL (/ 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA NEW SURFACE COURSE MATERIAL. PIPE AND SHALL BE TYPE I ASTM A -123 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARDS) CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE K RIPRAP ENTIRE DITCH FOR 6' -0" IN ALL DIRECTIONS AT OF ALL DIRT, DEBRIS. RUBBISH AND REMOVE EQUIPMENT NOT 3 LANDSCAPING WARRANTY STATEMENT. IF REQUIRED CULVERT OPENINGS LINE 2 3/8 SCROLLS FERRY SPECIFIED AS REMAINING ON THE PROPERTY PREMISES SHALL PART 2 - PRODUCTS CORNER 3" PDX -147 -C BE LEFT IN CLEAN CONDITION AND FREE FROM PLAIN SPOTS, L SEED. FERTILIZER AND STRAW COVER SHALL BE APPLIED DUST OR SMUDGES OF ANY KIND 2 01 MATERIALS TO ALL OTHER DISTURBED AREAS AND DITCHES, DRAINAGE, GATE 3" 12390 SW SCROLLS FERRY RD SWALES, NOT OTHERWISE RIP - RAPPED PORTLAND. OR 97223 13 THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT E EXTEND GATE AND CORNER POSTS 12 ", INCLUDING DOME A ROAD AND SITE MATERIALS. FILL MATERIAL SHALL BE CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE SECTIONS OF THE APPLICABLE BUILDING CODES AND ALL OSHA M UNDER NO CIRCUMSTANCES SHALL DITCHES. SWALES OR L. SELECT SHALL REQUIREMENTS AS THEY APPLY TO THIS PROJECT. ACCEPTABE SEECT FI SHA BE IN ACCORDANCE WITH CULVERTS BE PLACED DIRECT WATER TOWARDS, OR PERMIT LOCAL DEPARTMENT HIGHWAY AND PUBLIC TRANSPORTATION STANDARD STANDING WATER IMMEDIATELY ADJACENT TO SITE IF OWNER F. ALL TOP AND BRACED RAIL SHALL BE I 5/8' DIAMETER I4 THE CONTRACTOR SHALL NOTIFY CRICKET'S REPRESENTATIVE ARD SPECIFICATITI ONS DESIGNS OR IF DESIGN ELEVATIONS CONFLICT WITH THIS SCHEDULE - 20 MECHANICAL - SERVICE PIPE FRAMES SHALL GENERAL NOTES WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT GUIDANCE ADVISE THE OWNER IMMEDIATELY HAVE WELDED CORNERS. DOCUMENTS THE CONTRACTOR IS NOT TO ORDER MATERIAL OR B SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE - EMERGENCE DESIGN G GATE FRAMES SHALL HAVE A FULL - HEIGHT VERTICAL CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT N IF A DITCH LIES WITH SLOPES GREATER THAN TEN UNTIL CONFLICT IS RESOLVED BY CRICKET'S REPRESENTATIVE. PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH FOR BRACE AND A FULL — WIDTH HORIZONTAL BRACE, SECURED IN C. SOIL STABILIZER FABRIC BE MIRAFI OR EQUAL - 500X AT 6 ABOVE THE CULVERT ENTRANCE PLACE BY USE OF GATE BRACE CLAMPS. SHEET NUMBER ACCESS ROAD AND SOAK AT COMPOUND GN -1 L F - LCW Wireless, LLC dba H LATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 1 02 RELATED WORK 2 05 CONCRETE MIX E EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, Cricket L C W HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT. SCREENED, FLOATED, AND STEEL TROWELED. HAND OR OR EQUAL A COORDINATE UNDER SLAB CONDUIT A CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY. POWER- DRIVEN EOUIPMENT MAY BE USED FOR FLOATING. AND MAXIMUM DENSITY, STRENGTH. AND DURABILITY REQUIREMENTS IN SHALL BE STARTED AS SOON AS THE SCREENED SURFACE HAS INDUSTRIAL DRIVE SE SUITE INDUSTRIAL I THE GUIDE (LATCH ASSEMBLY) SHALL BE TAMPER PROOF B COORDINATE WITH GROUNDING ACCORDANCE WITH ACI 301, THE 28 -DAY DESIGN COMPRESSIVE ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS 3995 FAIRVIEW STRENGTH OF CONCRETE SHALL BE AS SPECIFIED ON THE FLOATING SHALL BE CONTINUED THE MINIMUM TIME REQUIRED TO SALEM, OR 120 J LATCHES. STOPS, AND KEEPERS SHALL BE PROVIDED FOR 103 APPLICABLE STANDARDS DRAWINGS CONCRETE FURNISHED MAY BE A COMMERCIAL PRODUCE A SURFACE UNIFORM IN TEXTURE AND FREE FROM 97302 ALL GATES READY -MIX PROVIDED THAT DELIVERY TO THE PLACING LOCATION SCREENED MARKS OR OTHER IMPERFECTIONS THE FINAL FINISH PHONE (503) 315 -7833 A ACI -301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE IS SATISFACTORILY ESTABLISHED AS OCCURRING NOT LATER THAN SHALL BE PRODUCED BY USE OF STEEL - BLADED FINISHING FAX 503 - 318 -7840 K ALL STOPS SHALL HAVE A FULL- HEIGHT PLUNGER BAR BUILDINGS 45 MINUTES AFTER ADDITION OF WATER TO THE MIX SLUMP OF TROWELS STEEL TROWLING SHALL COMMENCE ONLY AFTER THE WITH DOME CAP DELIVERED CONCRETE SHALL NOT EXCEED 5" SURFACES TO BE FINISHED HAVE BEEN BROUGHT TO CORRECT PREPARED BY' B ACI 347 - GUIDE TO FORMWORK FOR CONCRETE ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED. AND L DOUBLE GATES SHALL HAVE A FULL- HEIGHT PLUNGER BAR B THE FOLLOWING STRENGTHS SHALL BE USED SHALL BE CONTINUED ONLY UNTIL THE SURFACE IS SMOOTH WITH DOME CAP C ASTM C33 - CONCRETE AGGREGATES AND UNIFORM IN TEXTURE AND APPEARANCE IF FREE WATER IS 1. FENCE POSTS FOUNDATIONS - DESIGN BROUGHT TO THE SURFACE DURING THE FINISHING OPERATIONS. M A NO 7 GAUGE ZINC COATED TENSION WIRE SHALL BE D ASTM C94 - READY -MIXED CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS OF 2,000 PSI IT SHALL BE REMOVED BY SPONGING FINISHING SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND TIMED AND PERFORMED SO THAT EXTRA WATER NEED NOT BE CLIPS AT CORNER AND GATE POSTS E ASTM C150 - PORTLAND CEMENT 2. EOUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE APPLIED TO THE SURFACE BEING TROWELED STRENGTH AT 28 DAYS OF 4,000 PSI ®EIRES N A 6" X 1/2" EYE -BOLT TO HOLD TENSION WIRE WILL BE F ASTM C260 - AIR - ENTRAINING ADMIXTURES FOR 305 PATCHING PLACED AT LINE POSTS CONCRETE 3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY STRATEGIC ARCHITECTURAL & 0. STRETCHER BARS SHALL BE 3/16" X 3/4 OR HAVE G ASTM C309 - LIQUID MEMBRANE FORMING COMPOUNDS UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE ENGINEERING SERVICES, INC EOUIVALENT CROSS SECTIONAL AREA. FORMING COMPOUNDS FOR CURING CONCRETE 4 CONCRETE SPECIFICATION FOR MONOPALM OR SURFACE CONDITIONS IMPERFECTIONS SHALL BE PATCHED 4630 CAMPUS DRIVE SUITE 101 TOWER FOUNDATION SHALL CONFORM TO MANUFACTURER'S ACCORDING TO THE ENGINEER'S DIRECTION NEWPORT BEACH, CA 92660 P ALL CORNER, GATE AND END PANELS SHALL HAVE A 3/8' H ASTM C494 - CHEMICAL ADMIXTURES FOR CONCRETE RECOMMENDATIONS TRUSS ROD WITH TURNBUCKLES AND BE BRACED WITH ON I ASTM A615 - STEEL WELDED WIRE FABRIC FOR CONCRETE 3 06 DEFECTIVE CONCRETE 1 -5/8" HORIZONTAL COMPRESSION MEMBER. SECURELY C USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY ATTACHED WITH IRON FITTINGS REINFORCEMENT WHEN APPROVED BY THE ENGINEER USE OF ADMIXTURES WILL THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS CONFORMING TO REQUIRED LEVELS AND LINES. DETAILS. AND R PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED J ASTM A185 - STEEL WELDED WIRE FABRIC FOR CONCRETE ELEVATIONS AS SPECIFIED IN ACI 301. TO TIE CLIPS. BAND CLIPS AND TENSION BAND CLIPS REINFORCEMENT D USE SET - RETARDING ADMIXTURES DURING HOT WEATHER 104 QUALITY ASSURANCE ONLY WHEN APPROVED BY THE ENGINEER. 3 07 PROTECTION S BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME ( SAES PDX-147 -C CAPS E ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR A IMMEDIATELY AFTER PLACEMENT THE CONTRACTOR SHALL PROJ NO CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR. PROTECT THE CONCRETE FROM PREMATURE DRYING, T BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH INSPECTED BY THE ENGINEER EXCESSIVELY HOT OR COLD TEMPERATURES. AND MECHANICAL SET BOLT AND LOCK WIRE IN THE ARM PART 3 - EXECUTION INJURY FINISHED WORK SHALL BE PROTECTED 1 05 TESTS I DRAWN BY HC U ALL CAPS SHALL BE CAST STEEL 3.01 INSPECTION B CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD ✓ INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC WIRE INSPECTED BY THE ENGINEER AS THE WORK PROGRESSED THE CONTRACTOR SHALL VERIFY ANCHORS. SEATS. NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF - FULL HT FAILURE TO DETECT ANDY DEFECTIVE WORK OR MATERIAL SHALL PENETRATIONS, PLATES, REINFORCEMENT, AND OTHER ITEMS TO CONCRETE SUBMITTALS NOT IN ANY WAY PREVENT LATER MATERIAL REJECTION WHEN BE CAST INTO CONCRETE ARE ACCURATELY PLACED. HELD PART 3 - EXECUTION SUCH DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE SECURELY. AND SHALL NOT CAUSE HARDSHIP IN PLACING C ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS ENGINEER FOR FINAL ACCEPTANCE. CONCRETE (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL 4 04 EQUIPMENT. EXCAVATE POST HOLES WITH MECHANICAL A FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE EXPOSED SURFACES WATER SHALL BE CLEAN AND FREE FROM AUGER EQUIPMENT TOWER AND PIER FOUNDATION Two SHALL BE TESTED 0 THREE 3.02 PREPARATION ACID, ALKALI, SALTS, OIL, SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY USE OF AN AMPLE 4 05 INSPECTION EXCAVATE POST HOLES PER CONSTRUCTION DAYS. TWO 0 TWENTY - EIGHT DAYS THE FIFTH CYLINDER SHALL A THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED WATER SUPPLY UNDER PRESSURE IN PIPES, WITH ALL DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF POST BE KEPT SEPARATELY. IF REQUIRED TO BE USED IN THE CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING NECESSARY APPLIANCES OF HOSE SPRINKLERS. AND SPRAYING HOLE EXCAVATIONS FUTURE BONDING AGENT. APPLY BONDING AGENT IN ACCORDANCE WITH DEVICES B ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING MANUFACTURER'S INSTRUCTIONS 4 06 INSTALLATION COLD WEATHER AND CURED ON SITE UNDER SAME CONDITIONS METALS AS CONCRETE IT REPRESENTS. 3 03 PLACING CONCRETE C. POST FOUNDATIONS SHALL HAVE A MINIMUM 6 CONCRETE A. THE ENCINEER SHALL BE NOTIFIED NOT LESS THAN 24 0 06/16/06 1002 CD HT COVER UNDER POST . C ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN HOURS IN ADVANCE OF CONCRETE PLACEMENT UNLESS B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE PART 1 - GENERAL U N Ff OF 1/4 IN 8' -0' PART 2 - PRODUCT ENGINEER. PERFORMED ONLY IN THE PRESENCE OF THE I 01 WORK INCLUDED NOTES ` FRS FSS C. AT CORNER POSTS. GATE POST AND SIDES OF GATE 3 Y..- 43 / N. FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND 2 01 CONCRETE MATERIALS CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, A THE WORK CONSISTS OF THE FABRICATION AND / TENSION BAND -CLIPS AT I' -3 "INTERVALS CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, WATER, EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION INSTALLATION OF ALL MATERIALS TO BE FURNISHED. AND SURFACES, AND JOINTS INVOLVED IN THE PLACING HAVE BEEN WITHOUT LIMITING THE GENERALITY THEREOF. INCLUDES ALL 13- ' FINE AND COURSE AGGREGATES. AND ADMIXTURES AS SPECIFIED '� D AT LINE POSTS. FABRIC SHALL BE ATTACHED WITH BAND BELOW. ALL WELL MIXED AND BROUGHT TO PROPER APPROVED, AND HA FACILITIES PROVIDED E AND MADE THE CRICKET EOUIPMENT, INCLUDING LABOR AND SENC L IT FOR CID 3' INTERVALS CONSISTENCY. ACC ES OMPL I S H M E N HOVE HEED PR IDD AS END MADE N CRET FOR TR H STEEL IEDRK REIN ALL ITEMS INCIDENTAL - - CLIPS AT 1' - ACCOMPLISHMENT OF THE WORK AS SPECIFIED CONCRETE MAY THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE J NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN DRAWINGS INCLUDING- EGON E. ATTACH FABRIC TO BRACE RAILS. TENSION WIRE AND A CEMENT CEMENT SHALL BE TYPE II, GRAY COLOR. APPROVED AND CRICKET HAS PERFORMED A FINAL INSPECTION TRUSS RODS WITH TIE CLIPS AT 2' -0" INTERVALS LOW- ALKALI PORTLAND CEMENT CONFORMING TO ASTM C 15 AND GIVEN APPROVAL TO START PLACEMENT TESTING 1 STEEL FRAMING INCLUDING BEAMS, ANGLES. N ,r CHANNELS AND PLATS F A MAXIMUM GAP OF I" WILL BE PERMITTED BETWEEN THE B FINE AND COARSE AGGREGATES AGGREGATES FOR USE IN B PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH O Y �) 20' S CHAIN LINK FABRIC AND THE FINAL GRADE. CONCRETE SHALL COMPLY WITH ASTM C33 ACI 301 2 W ELDING AND BOLTING OF ATTACHMENTS I� A H M E � C GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE C WATER WATER FOR MIXING AND CURING CONCRETE SHALL C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT. 1.02 REFERENCE STANDARDS FROM BOTH SIDES BE FREE FROM SEWAGE, OIL, ACID, ALKALI, AND SALTS AND INSERTS. EMBEDDED PARTS, FORMED JOINTS, AND VAPOR SHALL BE FREE FROM OBJECTIONABLE QUANTITIES OF SILT. AND BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. A THE WORK SHALL CONFORM TO THE CODES AND I EXPIRES 06/30/08 I H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OTHER DELETERIOUS SUBSTANCES. STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER SIGHTED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL 3 04 SURFACE FINISHES HEREIN 2 02 ADMIXTURES Od(e5 6 a 07 PROTECTION UPON COMPLETION OF ERECTION, INSPECT p SURFACES AGAINST WHICH DACKFILL OR CONCRETE SHALL t. ASTM. AMERICAN SOCIETY FOR TESTING AND FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING A AIR ENTRAINMENT AIR ENTRAINING AGENT SHALL CONFORM BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF MATERIALS. 196 RACE STREET, PHILADELPHIA. PA 19103. USA BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE TO ASTM C280 THE ADMIXTURE SHALL BE ADDED AS PART OF DEFECTIVE AREA. AS PUBLISHED IN "COMPILATION OF ASTM STANDARDS IN GALVANIZING PROCESS THE COMPUTED MIXING WATER REQUIREMENTS AGENTS BUILDING CODES" PREPARED IN SOLUTION SHALL BE MAINTAINED AT A UNIFORM SCROLLS FERRY STRENGTH AND SHALL BE BATCH BY MEANS OF RELIABLE B SURFACES THAT FINISH BE PERMANENTLY B TLY E %POSED SHALL . PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF 2. AWS AMERICA WELDING SOCIETY INC . 2501 NW 7TH PDX -147 -C CONCRETE MECHANICAL DISPENSERS. FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES STREET, MIAMI. FL 33125 USA AS PUBLISHED IN "CODE FOR 12390 SW SCHOLLS FERRY RD B CHEMICAL ADMIXTURES. ASTM 494, TYPE A -WATER WITH DRY PACK GROUT, OR BY SACKING WITH UTILITY OR STANDARD PRACTICE FOR STEEL BUILDING AND BRIDGES PORTLAND. OR 97223 REDUCING AND RETARDING ORDINARY GROUT "SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION CAST -IN -PLACE CONCRETE C SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH OF STRUCTURAL STEEL FOR BUILDINGS" 2.03 CURING COMPOUND ASTM C309. TYPE I, CLASS B; WILL BE PERMANENTLY EXPOSE TO THE WEATHER SHALL BE PART 1 - GENERAL TRANSLUCENT 2 - PRODUCTS GENERAL NOTES SLOPED FOR DRAINAGE UNLESS ENGINEER'S DESIGN DRAWING 1.01 DESCRIPTION A NONSHRINK GROUT PREMIXED COMPOUND CONSISTING OF SPECIFIES A HORIZONTAL SURFACE OF SURFACE$, SUCH AS STAIR 01 MATERIALS NONMETALLIC AGGREGATE, CEMENT. WATER REDUCING AND STAIR THREADS, WALLS, CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4 FT. WORK INCLUDES CONSTRUCTION OF CAST -IN -PLACE CONCRETE PLASTICIZING AGENTS. CAPABLE OF DEVELOPING MINIMUM A. STRUCTURAL STEEL SHALL COMPLY WITH THE FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING COMPRESSIVE STRENGTH OF 7,000 PSI IN 28 DAYS D. SURFACES THAT WOULD BE COVERED BY BACKFILL OR REQUIREMENTS OF ASTM A36 AND A50 FOR STRUCTURAL STEEL SHEET NUMBER READY -MIX CONCRETE. REINFORCING. FORMWORK. AND CONCRETE SHALL BE SMOOTH SCREENED. ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS B JOINT FILLERS BITUMINOUS TYPE, ASTM 01751 OR CAST -IN -PLACE CONCRETE INCLUDES ALL SITE CONCRETE, NON - BITUMINOUS TYPE. ASTM 01752 GN -2 INCLUDING FOUNDATIONS. SLABS ON GRADE, EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS C. ANCHOR BOLTS: ASTM A307, UNPRIMED L LCW Wireless, LLC dba GENERAL NOTES Cricket LCW 1 CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS 3995 FAIRVIEW INDUSTRIAL DRIVE SE PRIOR TO SUBMITTING BID ANY QUESTIONS ARISING DURING THE SUITE 120 SALEM, OR 97302 BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PHONE (503) 315 -7833 PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH FAX 503- 318 -7840 THE PROJECT MANAGER FOR CLARIFICATION. NOT AFTER THE CONTRACT HAS BEEN AWARDED PREPARED BY 2 LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN 3 THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 4 PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC STRATEGIC ARCHITECTURAL & ENGINEERING SERVICES, INC 5 ALL CONDUITS SHALL BE MET WITH BENDS MADE IN 4630 CAMPUS DRIVE SUITE 101 ACCORDANCE WITH NEC TABLE 346 -10 NO RIGHT ANGLE DEVICE NEWPORT BEACH, CA 92660 OTHER THAN STANDARD CONDUIT ELBOWS WITH 12 MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER 6 ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS 7 ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (//8 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DECREE C. (167 DEGREES F). 98% 1 $AES SAES NO PDX -147 -C CONDUCTIVITY, MINIMUM J/12 PROJ 8 ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J- BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED I DRAWN BY HC PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL 9 ALL NEW MATERIAL SHALL HAVE A U L LABEL. SUBMITTALS 10 CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED 11 ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN 12 INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS 13 THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS, 0 06/16/06 1007. CD HT DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT SUBMIT AT EU F KUF SUBSTANTIAL COMPLETION. NOTES � R FS c, L NG I N EFR S0 14 ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH Q: 7 CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM �- (NO EXCEPTIONS) i�■■ 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE r'� DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH • ON -- DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS 0, y 1) 200. �Z • MEMBIERS THROUGH BUILDING STRUCTURAL q// A H MEN SLEEVES AND /OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE FILL I EXPIRES 06/30/08 I FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE ‘/2 � !/ 17 ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW (/ ! AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN SCHOLLS FERRY OF CONDUIT AND WIRE ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED PDX-147-C ON. 12390 SW SCHOLLS FERRY RD PORTLAND, OR 97223 I8 THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASE UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THE DRAWINGS) LOCATION OF ALL OUTLET, BOXES. ETC , AND THE TYPE OF CONNECTION (PLUG OR DIRECT) GENERAL NOTES SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN SHEET NUMBER GN -4 L f U ' 31 `., - 4 � R ,_ I c 7' .,) - , , \s 5 EXISTING _ � `� I LCW Wireless a u L` l.- / BUILDING LLC dba Cricket LCW EXISTING 1 — — _ V''''• PARKING 3995 FAIRVIEW INDUSTIAL DRIVE SE i I 11 �� 1 4 , , SUITE 120 997302 C .1;314' ` ^ "v' L ' I SALEM, OR 315-7833 4 ? PHONE (503) 3 _ �o , 15 - °u ( ,r C 7 1 , R `� d FAX 503- 318 -7840 i a1� ) x `)Ii o ti L ' r _ EXISTNG _� �� . • �,` V � ° � t) L - PARKING ",, ?\J PREPARED BY- S ) �s 1 314' - _ ' SAES 4 1 ? n ' ` r 5 STRATEGIC ARCHITECTURAL & c �� i 4 }" ° ENGINEERING SERVICES, INC - I 10411 OLD PLACERVILLE RD • ^1 y # 210 �4 �, � (tom` I co rpomrot To C4 .15R77 7 4sR 315' -T SUBCONSULTANT• - - ) \j '} u ; • J.D. Brandeis Company �i u „ i , °� • � ;; a Mrro ea m cNC•aco•c r ' r , h 4 )'�f 1 T • •• ? 37 6 2 G i lbe rto. S uite coa 200 ss �a ,` r ' ' ' 7 EXISTING 6' HIGH CHAIN -LINK FENCE "i•• C 11 o R cc c'} I o .' � (949) FAX 1 949) 589-8868 15J w/ 3 STRANDS BARBED WIRE ?;}• ' °\k41.-- , emxdliUdbrondnsco corn �a�i ,-,�' , - NEW LCW WIRELESS 6 5' �(� ( � - , ', �,� ,1 1� HIGH PANEL ANTENNAS EXISTING TELECOM EQUIPMENT R (1) PER SECTOR. CABINETS _4y i' 9 (3) SECTORS TOTAL �o i 191 17' PROPERTY LINE EXISTING TELECOM BO' HIGH I SAES PDX - 147 -C -7 1 o „ - - - -- __((-1, MONO PROJ NO '4.o ° �31� ti R � — EXISTING TELECOM TELCO } J \ x x CABINETS #20090 (DRAWN BY JY I "'�%N 7 , _ ' a\ - NEW TELCO P 0 C '"�' �'� EXISTING RETAINING WALL MIN ' , S \ I x I — EXISTING TELECOM POWER II. / I CABINET AND METER SUBMITALS f ei / , II EXISTING TREES _ ;/ \ ``N r " / BUILDING / W EXISTING —% Z CAR WASH \ � 1 $ I I , �° P 3) `o? — J� ~' .11. I I Z DA CONDUIT INSIDE EXISTING 6" 1 0 06/16/06 1009. CD JY . P-s.', •- ca a 11 I NEW TELCO INSIDE EXISTING 2" �)`f I n I II w DA CONDUIT NOTES II 3' Ja4 I I II o SEE SHEET E -2 FOR illi 7 " EXISTING POWER METER III o ENLARGED GROUNDING a 19�� I EXISTING J/99 871 877 I a PLAN ENTR ACCESS ROUTE II I o o PARKING NEW LCW WIRELESS POWER I 11 ` t/1� w `f POC I F % r— F 1 a> J I 1 I NEW LCw WIRELESS CMO RADIO CABINET 52 "x30 "x55" We? ;y x9 I L I I ON AN EXISTING 8 -6" CONCRETE PAD WITHIN A _ — NEW LCw WIRELESS U/G TRENCH I� ,0'X15' LEASE AREA (150 SO FT FOR POWER WITH 3° PVC CONDUIT r I I EW LCW CONDUIT SCH 40 WITH PULL ROPE rNN I I I I N LC AND TE W WIRELE SS PPC CABINET I& EXPIRATION DATE- 06 -30 -2006 -/ 25') I =_� I I I DATE SIGNED ‘ /�O' 191 17' PROPERTY LINE L J J — — — — — — — — — — — — SCHOLLS FERRY v % , PDX- 147 -C `? f' 123 90 SW SCHOLLS FERRY RD EXISTING PARKING —� `x17 o J `t PORTLAND. OR 97223 `-fie � EXISTING _/ ®� L `: �)� �— BUILDING �,� ! : -Ir igll W�1 h TV11S PERM �— EXISTING ___„/ �� la)? • V ` — • PARKING © C` ' SHEET NUMBER NORTH E -1 ELECTRICAL SITE PLAN S`: o ®11 L n. --] . • 1 , AIL GROUNDING SYSTEM C 0 AN 6 GRADE ELOW GRADE SHALL BE THERMAL WELDS M I L Wireless, 2 ALL INSTALLATIONS SHALL BE FIELD VERIFIED. I /l LLC dba 3 ALL GROUND WIRE SHALL BE 12 AWC BARE COPPER TINNED UNLESS NOTED OTHERWISE \ • ALL GROUND WIRES SHALL PROVIDE A STRNGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS % / ' ■ Cricket LCW % REOUIRED GROUND WIRES SHAD. NOT BEN LOOPED OR SHARPLY BENT / / \ \ 5 THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND ROOS AND GROUND RING WITH FOUNDATION T 1 3995 FAIRVIEW INDUSTRIAL DRIVE SE AND UNDERGROUND CONDUIT y 1 SUITE 120 6 EACH LUCENT EQUIPMENT CABINET SHALL BE CONNECTED TO THE 12 BCTW RUNNING ALONG PLATFORM I SALEM, OR 97302 WITH (f2 AWE INSULATED STRANDED COPPER WIRE EQUIPMENT CABINETS SHALL EACH HAVE (2) - % I WI PHONE (503) 315 - 7833 CONNECTIONS I I % — X — X — A -- " I FAX 503 - 318 - 7840 7 ANTENNA GROUND KITS SHALL BE FURNISHED BY CRICKET AND INSTALLED BY ELECTRICAL CONTRACTOR 6 KOPR - SHIELD ANTI- OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS I I PREPARED BY. 17 17 17 SAES 9 ALL EXOTHERMIC CONNECTS SHALL BE INSTALLED UTIUZING THE PROPER CONNECTION /MOLD AND MATERIALS - � FOR THE PARTICULAR APPUCATION r , 10 ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCKWASHER UNDER THE NUT I I 1- O HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/r DIAMETER AND SHALL BE STAINLESS J STRATEGIC ARCHITECTURAL & STEEL -- - �{ - -- -� - - -- -- --- e ----- E ------ - � - - -- t -- ENGINEERING SERVICES, INC II GROUNDING TARE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR x x 10411 OLD PLACERNLLE RD SUPPORTS TO PRECLUDE ESTABLISHING A 'CHOKE POINT 3 0 - - - - - I� �� O� L #210 12 PLASTIC CLIPS OR METAL CUPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS I I GAfR AL.IFNTfI fA QSR77 `� SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT x i —T1►_ ......se x SU BCONSULTANT GROUNDING CONDUCTORS FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING I • --r—, O CONDUCTOR SHALL NOT BE USED T __e 13 STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED THEY SHALL NOT BEI, ( 1 45:t44.... J.D. Brandeis Company FABRICATED OR MODIFIED IN THE FIELD x TN 5 - -A A----- A-- - - -A -- �+ 22362 GI L Mno.SWI COcT 2 R O OL D rzM \. ► A- ---- A-- ^,77;7.:: 5 Tti - A - - - -- 1a THE CONNEC CA CO R THE v ER AND DE SECTIONS AF iRY FUC ISHE DET SHALL I EACH § IS 7r:77Fti7➢ (949) 5 9-888 B FAX (9 9 92688 - 2157 BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BM W EACH � , -- T T T T - -� - -T -- - -T - -- T T T -- .... ... .. ( 589 - 8888 FAX (949) 589 - 8868 ilf COMPARTMENT x A , i - x enroll N(l dbmndcisco,com 15 THE CONTRACTOR SHALL SUPPLY CRICKET WITH RESULTS FROM PRE - CONSTRUCTION (CO -LO ONLY) AND I . POST - CONSTRUCTION OHM TESTING (GROUND) RESULTS X A X )( H A X 7F f x A n Y x 7( I S PROD. AE NO. PDX -147 -C (1°4 BY JY \ \\":\:\,\ n. I I DRAWN NORTH SUBMITALS --- \.) 3 C--1 c _____. 1. ) 3, , .. L-) GROUNDING NOTES f POWER AND TELCO PLAN 5? E El I' 2' I • NEW LSW COMPACT YETROCELL CABINET (CND) © NEw LCw WI RELESS 200A NETER BASE wail DRAwOUT FUSES ------ O % NEW LCW WIRELESS PPC CABINETS FOR POWER A TELCO % / % 0 06/16/06 1009. CD JY O NEW LCW CPS ANTENNA + - NEW GROUND ROD ,: ,•• •% ;;;;;;:i' ` NOTES O NEW GROUND ROD WITH ACCESS. TYP. OF 2 /\ \ 4 EXOTHERMIC WELD CONNECTIONS. TYP % t O NEW MASTER GROUND BAR MORIT. A• • 1 / { , 20 O IlyP % % II h / / , 1 A O EXISTING (6) 6 % / 1 DIA CONDUIT STUB -UPS 1 rp 21 ( I I Nor useo x O a © © I , � L _ L D PFOc F n --- -4- - -- -- -- -� - - -- a - --� ® ®® s o � BOND CHAIN LINN FENCE POSTS WITH 2 AWG, BCW 9 BOND TO GROUND RING. TYP TYP I'!P / / .4 � _ (i5 ‘,C, I 1 F �["](�, �, MECHANICAL CONNECTION TYP / (' 1,4 P (� • EXISTING BO' ANTENNA POLE x 1 4) Mr ¢ / ) /y \_ •- — , Y� � m EXISTING POLE GROUND RING - r•••••. \/ i © �/ ,� \, \— - y 9 NEW 2 -02 AWG. TINNED. BCW TO BE CONNECTED TO E • 12 AWG SOUD BARE TINNED COPPER GROUND CONDUCTOR BURIED EXISTING GROUNDING SYSTEM x O \ ' �- 1 fYP - / / /,�/ / 1 \\ M IF. MIN BELOW GRADE. TYPICAL. ` 33 _ / // J ,,// )/ I I x H -- �, \\ SEE SINGLE LANE DIAGRAM ON SHEET E -5 FOR FEEDER SIZE /` IB O I ' /��x _� `. �� / / //' / /� I • `\ EXPIRATION DATE 06 - - 2006 • NEW LCW WIRELESS H -FRAME 4 r--,-.9 11 1 i r / //� NEW ANTENNA GROUND BAR. TYP I V O -�. 4 \N 'II• _ -- A- - - --A• // / / / / ../.. / x \ \ `► DATE SIGNED' f� -�./ -D6 4 , NEW 2 - AWG, TINNED BCw TO BE CONNECTED TO NEW MASTER GROUND BUS BAR. TYP x ../.. � SCHOLLS ROLLS FERRY ® NEW LCw WIRELESS PANEL ANTENNAS I -0-0- - -- -- - -- -- - 0-- - --0 -- -� \� —� L .x— — — — - _ % / % —" x PDX 147 C 4 EXISTING ELECTRIC METER FOR EXISTING CARRIER 1 12 390 SW SCHOLLS FERRY RD • EXISTING CABLE BRIDGE I / 25 PORTLAND, OR 97 ,1 J 1 23,`1 • NOT USED \\\ TYP ®O ®O TYP ®© T l'P 0 TYP 4314%, /WI + 1\T • EXISTING TELCO PEDESTAL AND NEW LCW WIRELESS TELCO P O C S ‘,./ f : OA I ,II { 1 �� T 11 {� 11 � T V �. EXISTING CHAIN -LINK FENCE 3 / � I VV. _ ;• K IV j V NOTES, S CJ Tll`I` - \\..) 4 o ,t NV pR Ov , DETAIL ) v SHEET NUMBER r` 2 NORTH 4 1 -,l / n l? .--..._ E -2 KEY NOTES - 14 EQUIPMENT GROUNDING PLAN 3re.T 0 3' 6 11x L LCW Wireless, LLC dba \ ¢ X 32" Cricket LCW p 1 APPROX 1 N ' 3995 FAIRVIEW INDUSTRIAL DRIVE SE (1 I SUITE 120 SALE & F I �_1 L L� M, OR 97302 �_ -r r � � Will PHONE (503) 315 -7833 7 - *• #* rk FAX 503 -3t8 -7840 WEATHERPROOFING KIT ANDREW 0221213-- ,I , 11 " PREPARED BY TYP #6 AWG STRANDED COPPER GROUND WIRE CABLE GROUND KIT (GROUNDED TO GROUND BAR) (STANDARD BOLT GRND, 2 BOLT PARAI I fl CROSS RUN UNIVERSAL PIPE CLAMPS TYPE 5$ E TA TYP V TYP PH TYP SrB -= SAES ANDREW GROUNDING KIT) ROD CI AMP SPLICER AMP 75/1,25 STRATEGIC ARCHITECTURAL & f0' �� ENGINEERING SERVICES. INC NOTE 1 h- %: � '—'' 10411 OLD PLACERVILLE RD DO NOT INSTALL CABLE GROUND KIT AT A BEND AND IN #210 ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. t �► '� , , cArPA16'NT0 re nan,, �� \ ' �� I TYPF PG TYPE CT TYPE GY TYP N SUBCONSULTANT COAX CABLE GROUND 'NONE 1 2 HOLE LUG CAST " T . ' SPLICER I BOL C T �PARALLE L ■/ ak 1;••;; J.D. Brandeis Company ! r . ^.7A 22362 Gilberto. Sunc 200 C „ 4. R -,.. R9.`.4: Rancho Santa Mergantn. CA 92688 -2153 � j I I • � ' , , , % (949) 589 -8888 FAX (949) 589 -R868 1 /1e WI; 'q or, 28" 28" \¢ X APPROX ��. ? '� TYPE LJ TYPE HA TYPE V$ TYPE Nxt TYPE ND /o'• ' v T r / I 4��i�tl ■Imo! O r o 6 y'� I OJ. NO PDx -147 -C SAES ANTENNA CABLE - �I� - �-' ,\ �� / "U" B01 T 1 BOLT PARALLEL UNIVFRSAL PIPE CLAMP$ /� Or �� 4 WEATHERPROOFING KIT ANDREW #221213 PIPE CLAMP CLAMP 50 2 O/ ,' '+• � DRAWN BY JY CABLE GROUND KIT TYPE XA TYPE GR TYPE GI LUG TYPF P1 TYP RR I #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) SUBMITALS GPS CABLE GROUND I: 16 MECHANICAL CONNECTION DETAILS 1 CADWELD CONNECTION DETAILS I 1 0 06/16/06 100% CD JY 0 CI- NOTES 0 REMOVABLE COVER. COVER SHALL 0 BE REMOVABLE BY HAND (NO 82 SOLID 12" TEST LOOP IRRIGATION PLUGS) 0 7/16 3/ 0.1 _ o ° 0 0 ? u ° c o ° FINISHED G o', ° ° T u o o ° V /I:Y /(aD y' /A /Vr 0 0 0 / ' o ° I 0_,..0 I . 1 Pte `' ii /, o z CADWELD k— T. , ;.t:;.: . ;.• ...: �y � ,,,c, „,c, I N i n : )7i/i Vii' 1 - % 4 . 0 �� ir\�ir``i\\q,1 rk,/, i�� 8” x 3' - 3 " OR CLAY PIPE MIN PVC / � ' 17 , • : r �4,, ri i' -'I �� LEGEND r— — t v % / r\\. /,;% Q, •, 1O COPPER GROUND BAR, 1 /4 "x 4 "X 20 ", NEWTON INSTRUMENT CO \ 1 SLOT TO ALLOW l CAT NO 8 -6142 OR EQUAL HOLE CENTERS TO MATCH NEMA — EXIT /ENTRANCE OF DOUBLE LUG CONFIGURATION (ACTUAL GROUND BAR SIZE WILL GROUND RING VARY BASED ON NUMBER OF GROUND CONNECTIONS) k 2 AWG, TINNED SOLID B * _ _ _ _ EXPIRATION GATE 06 - - 2006 BURIED GROUND RING I II 11:11 TL r - II II IL =II= O2 INSULATORS, NEWTON INSTRUMENT CAT. NO 3061 -4 OR EQUAL - 11.11 =11 _ 4 1 11 tL. I - #2 AWG. TINNED SOLID BCw BURIED GROUND DATE SIGNED _41: O 5/8" LOCKWASHERS. NEWTON INSTRUMENT CO RING CAT NO 3015 - 8 OR EQUAL ® WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO 3" D. CRUSHED GRAVEL BELOW SCROLLS FERRY WELD. WELD SHALL REMAIN pDX - 147 - CAT NO A -6056 OR EQUAL 5/8'0 x10' LONG COPPERWELD VISIBLE QS 5/8 -11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO GROUND RODS SPACED ® 10' 12390 Rw SCHOLLS FERRY RD PORTLAND, OR 97223 CAT NO. 3012 -I OR EQUAL ® INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO /� TOWER /MONOPOLE STRUCTURE CONNECTION TO TOWER /MONOPOLE MISCELL : ►I "01/ 1j� STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS C i �,� ` ' t: � 1 T NOTE REFER WIT" THI p ,R 1 GROUND RING AND THE EQUIPMENT D GROUND RINGS TOWER NOT A I , �,Rpv NUMBER E -3 MAIN GROUND BAR DETAIL 7 GROUND ROD DETAIL N 4 GROUND TEST WELL DETAIL 2 L . . F" —1 L CW Wireless, NOTE DO NOT INSTALL CABLE GROUND KIT AT A BEND AND LLC dba ®-� ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR Cricket LCW 0 7/16- 2' /4- 0 o 0 I 0 W INDUSTRIAL DRIVE SE u ° 0 0 oy FROM ANTENNA - 3995 F AIRVIE SUITE 120 a 0 � o o y o ai ° o o ° �� SALEM, OR 97302 Mo ° ° 0 0 o 0 0 ° - PHONE 50 0331 8- 7840 ' 1 TOP OF MONOPOLE TX /RX PREPARED BY 5 i U 0 0 NOTES 1 LEAN CONCRETE w/ RED TINTED TOP MAY JUMPER REQUIRED - WEATHERPROOFING KIT, =NA 0 FINISHED GRADE OR -- BE USED IN PLACE OF COMPACTED SAND '•1 GROUND COVER, MATCH ON LY WHEN 1 I/4 "0 ANDREW #221213, (TYP ) STRATEGIC ARCHITECTURAL & 1 111 m _ 7/16 ® 3 / ' //� AND LARGER (TYP) 0 0 o SLOPE AND THICKNESS TRENCH (TYP) ENGINEERING SERVICES, INC 2'% o o ° OF EXISTIN o d I I I I _. STANDARD ANDREW GROUND 10411 OLD PLACERVILLE RD 0 0 KIT, (TYP) #210 J — ®' ° Lo o- {° o ° ° UNDISTURBED ANDREW CONNECTOR- � ! GGcRaurNTn rA °SR97 ° o o ° ° o ° SOIL CAUTIONARY TAPE `III 111 1 O l o o ° O of },: :.: - :: -..- ` -. :ice; '_:} ;'' KIT WEATHERPROOFING I I imi 1l KIT TYP _ _ 1 SUBCONSULTANT 1 `� IIpIL�.�TII i7.fr:: it i� COM PACTED BACKFILL i i B OTTOM OF MONOPOLE r - " �• �- N 36" ��h1dI�III � � W/ SATISFACTORY I I J.D. Brandeis Company Z T - ,LIF. NATIVE OR IMPORTED �� - ANTENNA CABLE I� f" ' ELECTRICAL wO COMM s*STZM ErG°4.o+mG LEGEND w -A _ a =1 SOIL r� 22362 Gilberto. Suite 200 w _ I II II �• ifnTi TO CABLE TRAY, N _ �r $ ' r L'T2: Rancho Santa Marganm, CA 92688-2153 0 COPPER GROUND BAR, I 4 "x 4 "x 10 ", NEWTON INSTRUMENT CO =- - = 1T COMPACTED SAND (TYP ) �� -E (949) 569 -6688 FAx (949) 589.8068 / II , a� • 11 =11 CAT NO B -6142 OR EQUAL HOLE CENTERS TO MATCH NEMA - a-55 = 7 Q� -JI (SEE NOTE I ) emad(�dbmndn co com DOUBLE LUG CONFIGURATION (ACTUAL GROUND BAR SIZE WILL II I II - . If3i[ ne COM PACTED SAND BED FROM LNA #6 AWG STRANDED CU WIRE t ]'• I F j IT r FURNISHED W /KIT VARY BASED ON NUMBER OF GROUND CONNECTIONS) �I II � -,�f - -�IIaIFII� (SEE NOTE I) (WHEN REQUIRED) . IIM INSULATORS, NEWTON INSTRUMENT CAT NO 3061 -4 OR EQUAL ' r - #2 AWG 2 -HOLE LUG O #6 AWG 2 -HOLE LUG � PROJ NO PDX -147 -C _' I 3_' (MIN) 03 5/8" LOCKWASHERS. NEWTON INSTRUMENT CO (nP) — GROUND BAR, CAT NO 3015 -8 OR EQUAL CONDUITS FOR FROM ANTENNA I MOUNTED NEAR /BELOW TELEPHONE, ELECTRICAL, 6" (MIN) FRAME SUPPORT ANTENNA I ORAWN BY JY O4 WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO & ANTENNA SHARING - - CAT NO A -6056 OR EQUAL WHERE APPLICABLE ' ( TMP ) - OS 5/8 -11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO SUBMITALS CAT NO 3012-1 OR EQUAL * CONDUIT SIZE. TYPE. QUANTITY AND #2 AWG BCW - #2 AWG BCW © INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO SEPARATION DIMENSION TO BE VERIFIED TOWER /MONOPOLE STRUCTURE CONNECTION TO TOWER /MONOPOLE WITH LOCAL UTILITY COMPANY REQUIREMENTS STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS MONOPOLE GROUND BAR DETAIL 15 UTILITY TRENCHING DETAIL 13 ANTENNA GROUNDING DETAIL f x 0 06/16/06 1009. CD JY NOTES ANTENNA GROUND BAR W/O INSULATORS, BONDED TO ANTENNA MONOPOLE DIRECTLY TO THE TOP OF MONOPOLE SEE NOTE I SEE C t DETAIL (SIMILAR) © STANDARD GROUND 4/0. Mr Mr KIT (TYP) % I , I1 NS ENNA G R BONDED BA R WO � E3 I . • #6 AWG (PROVIDED DIRECTLY TO BOTTOM OF 4 17,..94 WITH GROUND KIT ,�� 17,• � ' MONOPOLE SEE NOTE 1 SEE �;�! / -y-/P--A• (TMP) lir I it DETAIL �� t t• 0 COAX CABLE EXOTHERMIC WELD (TYP FOR ALL) \-)J; TO SHELTER EXPIRATION DATE 06 -30 -2006 VIA TRAY OR �, IA MONOPOLE PIER DATE SIGNED GROUND RING DCE / i1 • GROU ; -� -- #2 AWG BCW SOLID SCHOLLS FERRY ,—" —" 1 � - - - - - -- TINNED (TYPICAL OF 3) PDX -147 -C NOTE. 12390 SW SCHOLLS FERRY RD PORTLAND, OR 97223 NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE , OF MONOPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION PROVIDE AS REQUIRED MISCELLANEOUS DETAILS •T APPROVEUITy TH1 NOT USED 6 NOT USED 4 ANTENNA CABLE GROUNDING FOR MONOPOLE HONE �- L \„ 7 t • NOTES; 1 SERVICE POWER SHALL BE 200A. 120/240V, 10, 3W LCW Wireless, 2. PROVIDE A MIN 36" WORK CLEARANCE IN FRONT OF PANELS /SERVICE EQUIP LLC dba 3 ALL BREAKERS IN THE PANEL ARE RATED 10.000 RMS SYMMETRICAL AMPS. 240V MAX . 75' C Cricket L C W 4 ALL WIRING SHALL BE RATED FOR 75' C 5 CONDUIT REQUIREMENTS (TYP , U N 0 ) INDOOR EMT (RGS IN TRAFFIC AREAS) 3995 FAIRVIEW INDUSTRIAL DRIVE SE UNDERGROUND PVC (SCHED 40 OR 80) OUTDOOR (ABOVE GRADE) RGS SUITE 10 9 SALEM, OR 97302 6 DASHED LINE DENOTES FIELD INSTALLATION PHONE. (503) 315 -7833 SQUARE '0' 200A. 120 /240VAC. 1 PHASE. 3 WIRE SURFACE MOUNT FAX 503- 318 -7840 & 24 POSIiON LOAD CENTER, 225A BUS. 10,000 AIC PANEL A 2004 MAIN CA 7 CONTRACTOR TO COORDINATE AND VERIFY WITH SERVING POWER AND TELCO UTILITY COMPANIES THE NEW 3R ENCLOSURE, UL LISTED 891 UL LISTED FOR 100; CONIINOUS DUTY EXACT POINT OF CONNECTIONS AND REQUIREMENTS PREPARED BY CKT CKT BKR -- - QTY - - _ LOAD (WATTS) QTY CKT_ BKR CKT SAES NO AMPS POLES LTC REC MIS_C_ _ DESCRIPTION _ L1 L2� LCL L2 L1 DESCRIPTION MISC REC LTG POLES AMPS NO _ I 15 I 2 GFI RECEPTACLE 360 /��,/% �,�" - / -:4 AC SURGE ARRESTOR 1 2 20 2 3 15 __ I 4 _ LIGHTINGS (OPTIONAL) �/,' 700 700 rot, - AC SURGE ARRESTOR �/ /,�a /f �� r!/: 4 STRATEGIC ARCHITECTURAL & 5 10_ 1 ___ 1 TELCO CAB FAN /L IGHT 96 0 #4 960 0 BLANK - - - 6 EXISTING ELECTRIC UTILITY VAULT ENGINEERING SERVICES, INC 7 - - __ -__ _BLANK /''' V - sy� - _BLANK - — -_— — - - 8 10411 OLD PLACERVILLE RD EXISTING TELCO PEDESTAL - - - - - -- #210 9 100 2 I CRICKET NORTEL EQUIP /�� 10656 ' ��7 BLANK - - 10 cnranl turn r& 0s117 11 W,% ,�', l�/./l .��; _ '%/ / / / %%� 10656 �i : %� - ,: /,%/ " r '4Y,7'/' _1A 12 ' ��r�� _�� /' fig' ,.; � BLANK - - 14 SUBCONSULTANT 15 </� �� BLANK -- % // �� /' �� 'd 16 �/ , � - yy`�' - - J.D. Brandeis Company 17 W717,;(07/ - BLANK / j i /yi BLANK - / ' � /�/ 18 3" PVC CONDUIT SCH 40 : :- " 22362 Gdbc wank ssr 200 ntcrrorx ANO cana cr Ewwacauc 19 4 °' /._ i.: ("i %, � / . ,,�/' r�� /v'.' 2 i � 9 ' -' � 20 W/ PULL ROPE } 21 - - - BLANK _ ° 7 _ - - 22 '}:. 1:: Rancho Santa Marganla, CA 92688 -2153 rpm 0, ..al BLANK — ��y� % 23 +:: (949) 589 -8888 FAX (949) 589 -8868 ®opmo ��!{ 1P�.C+. � �77/ _ i / �� '7/ , /7. / / '''ri 24 .r..... I jdbmndelsco com �� - UNDE 4 P VC CO r a ema PHASE TOTALS (WATTS) 11976 11356 1660 _ SCH. 40 IN JOINT TRENCH PHASE BALANCE 527. 48% WITH POWER , TOTAL CONNECTED (WATTS) 23332 1 -#/2, THWN, SAES PDX -147 -C 25% OF LAGEST CONTINUOUS LOAD (LCL) 415 NEW 200A METER BASE, PROD NO TOTAL LOAD (WATTS) 23747 GROUND ORING 120/240V, 1 PH, 3W. 42KAIC TOTAL LOAD (AMPS) 98 95 © NEMA 3R ECLOSURE. MOUNTED - - -- -- I DRAWN BY* JY ON NEW H -FRAME • ENCLOSED CIRCUIT BREAKER, 2P- 240V- 200AT, 42.000 AIC L J SUBMITALS c' 3 -(J3 /O & I -(f4 (G). THWN. 2" PVC CONDUIT SCH 40 (APPROX 5') PANEL SCHEDULE I 1 NEW TELCO CENTER W/ 12 POSITION MASTER COPPER GROUND BUS, 3/4" PLYWOOD BACKBOARD, 66 PUNCHDOWN BLOCK & 15A GFI RECEPTACLE. NOTES. MOUNTED RANSTECTOR SYSTEM TSJ- 48 -CLT, 0 06/16/06 100% CD JY OTY -2, SILICON AVALANCHE DIODE - 1 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRIC CODES (UL 497) (24 Wx10 "Dx40 "H) NOTES AND ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES PROVIDE ALL COMPONENTS AND — EMERGENCY GENERATOR RECEPTACLE, TELCO WIRING SIZES AS REQUIRED TO MEET NEC 4P- 4W- 240V -200A, APPLETON FACILITY 2 AR20044RS (GROUND 4th WIRE TO ENCLOSURE POWER SERVICES REQUIREMENTS SHALL BE COMMERCIAL AC NOMINAL 120/208 VOLT OR 120/240 1 -#2 AWG, RECEPTACLE HOUSING GROUNDING VOLT, SINGLE PHASE WITH 200 AMP RATING CONTRACTOR SHALL CONTACT LOCAL POWER COMPANY 1/2 "C, (TYP.) CONNECTOR) 3 FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. 2" RGS CONDUIT w/ PULL 4 CONTRACTOR SHALL ALSO CONTACT LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF "T1" ROPE FOR TELCO CABLE �p SERVICE LINE TO TERMINATE AT THE UTILITY MOUNTING STAND (SEE NOTE 8) S5J"'+ V\ IN 5 CONTRACTOR SHALL PROVIDE METER BASE AND DISCONNECT PANELS PER LOCAL POWER COMPANY o `� 7•7 4 SPECIFICATIONS AND REQUIREMENTS. POWER COMPANY SHOULD PROVIDE THE 200 AMP SERVICE o MAIN SERVICE WALKING BEAM - — — INTERLOCK TRANSFER MECHANISM, d' ; -, ir CRICKET SHALL PROVIDE THE TRANSTECTOR POWER CABINET AND TELCO FACILITY ENCLOSURE L "' J (� 2P- 240V -200A (MANUAL XFER SWITCH) 6 CONTRACTOR TO FURNISH AND INSTALL METER BASE, FUSED DISCONNECT SWITCH AND UTILITIES PANEL _ _ _ J MOUNTING STAND THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE FOR A" r '0i^' , \ READING BY THE POWER COMPANY I I TRANSTECTOR SYSTEM MCP120TA -10M 7 UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH AS I ^ --1 � — I PRIMARY. SILICON AVALANCHE EXPIRATION DATE. 06 -30 -2006 MUCH AS PRACTICAL. ALL UNDERGROUND CONDUIT SHALL PVC SCHEDULE 40 CONDUIT EXPOSED SUPPRESSOR DIODE -SASD // 8 ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED POWER CONDUIT I I SECONDARY: METAL OXIDE DATE SIGNED V SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS I I VARISTORS -MOV (24 " Dx40 "H) 9 ALL TELCO CONDUIT LINES SHALL BE 4" CONDUIT UNLESS NOTED OTHERWISE L _ _ _ — ' , SQUARE 'D' 200A. 120/240VAC, J 1 PHASE & 24- POSITION LOAD () SCHOLLS FERRY ENDS OF CONDUITS ALONG PAD FOR SERVICE TO EQUIPMENT SHALL BE STUBBED AND CAPPED AT CENTER. NEMA 3R ENCLOSURE. PDX -147 -C 6" ABOVE GRADE UL LISTED 891 (ALL BREAKERS COME 12390 SW SCHOLLS FERRY RD IF SERVICE LINES CAN'T BE INSTALLED INITIALLY. PROVIDE NYLON PULL CORD IN CONDUIT 3#2 AWG & 1(/8 (G), THWN,' FACTORY INSTALLED. RATED 10,000 PORTLAND, OR 97223 IN 2" RGS CONDUIT AIC, SERIES RATED WITH UPSTREAM THESE TWO BREAKERS ARE INTERLOCKED TO OPERATE AS A "TRANSFER SWITCH" SUCH THAT ONLY BREAKERS MODIFY CIRCUIT BREAKER ONE BREAKER SHALL BE IN THE "ON" POSITION AT ANY ONE TIME AS PER ARRANGEMENT SHOWN IN THE ONE LINE DIAGRAM PANEL SCHEDULE), MOUNTED ON H -FRAME NOTES, PANEL COMPACT SCHEDULE, DETAIL • r METROC I CAB NET EFE LL�L `" °---`1` L 1 NOT APPROVDS WITH TI-!!! PRR �7!`T NOTES 4 NOT USED 3 ONE LINE DIAGRAM L `I r • LCW Wireless, GENERAL ABBREVIATIONS ELECTRICAL NOTES ACCA ANTENNA CABLE COVER ASSEMBLY LLC dba AWG AMERICAN WIRE GAUGE GENERAL LEGEND Cricket LCW I CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR A AMPERE TO SUBMITTING BID ANY QUESTIONS ARISING DURING THE BID AF AMPERE FRAME PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS THE AIC AMPERE INTERRUPTING 3995 FAIRVIEW INDUSTRIAL DRIVE SE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS CAPACITY OH OVERHEAD TELEPHONE /OVERHEAD POWER SUITE 120 - OHT S PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH / SALEM, OR 97302 THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE APPROX APPROXIMATELY PHONE (503) 315 -7833 MAIN COAX CABLE (TYP ) CONTRACT HAS BEEN AWARDED AT AMPERE TRIP FAX 503 - 318 -78a0 CABLE ICE BRIDGE -- \ _ C� GROUNDING CONDUCTOR GROUND 2 LOCATION OF EQUIPMENT. CONDUIT AND DEVICES SHOWN ON BCTW BARE COPPER TINNED WIRE KIT (TYP)- THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED BTS BASE TRANSMISSION SYSTEM PREPARED BY WITH FIELD CONDITIONS PRIOR TO ROUGH -IN " L-- - - ' - -- '°- L BR BRANCH GROUNDING CONDUCTOR L 3 =SAES - - - -- - -- - - -- - - THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE BRKR BREAKER - APPROXIMATE EXACT LOCATION AND ROUTING SHALL BE PER _e �C 3 EXISTING FIELD CONDITIONS C CONDUIT CONDUIT UNDERGROUND STRATEGIC ARCHITECTURAL & CAB CABINET ENGINEERING SERVICES, INC Ems :11.I. 4 PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR CB CIRCUIT BREAKER 10411 OLD PLACERVILLE RD ' REQUIRED BY NEC ALL CONDUITS SHALL BE MET WITH BENDS MADE IN CKT CIRCUIT P POWER RUN PLA • • CONT CONTINUOUS SArReMFAIM re QAA77 5 CIBGE COAX ISOLATED GROUND BAR EXTERNAL ACCORDANCE WITH NEC TABLE 346 -10 NO RIGHT ANGLE DEVICE OEM DEMAND T TELCO RUN SU BCONSULTANT OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM OUTDOOR 1 /2 COAX JUMPER / j / INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER DWG DRAWING J.D. Brandeis Company CABLE ELEC ELECTRICAL }° EQUIPMENT - P T POWER/TELCO RUN �^ `� CLEC>IRt . AND comma MT[r Frrar[[rt�. 6 ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC 22362 Gilberto, Sure 200 CABINET ENCL ENCLOSU ^�} THROAT INSULATING GROUNDING BUSHINGS ...9 "7 Poncho Santa htorgarna, CA 92688 -2157 EXIST EXISTING Vii, - (949) - 8888 FAX (949) 589 -8868 jj6 AWG 7 ALL WIRE SHALL BE TYPE THWN, SOLID. ANNEALED COPPER UP EMT ELECTRICAL METALIC TUBING -II 1F FUSE, SIZE AND TYPE AS INDICATED cmalt a�dbmndeluo com GROUND BAR - (TYP ) TO SIZE fit0 AWG (J/8 AND LARGER SHALL BE CONCENTRIC FAC FACTOR STRANDED) 75 DEGREE CENTIGRADE, (167 DECREES F/A FIRE ALARM FAHRENHEIT), 98% CONDUCTIVITY, MINIMUM #12 FT FOOT /FEET Ea' DISCONNECT SWITCH. SIZE AS INDICATED. NON- FUSIBLE FU FUSE UNLESS FUSE SIZE IS SHOWN ALONG SIDE SWITCH ICE BRIDGE 8 ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES• C GROUND SAES I SUPPORT POST EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS. MANUAL TRANSFER SWITCH. SIZE AND ENCLOSURE TYPE PROJ NO PDX -147 -C _____+_ #2 AWG SOLID ' ACTION CRAFT. BRADY, OR APPROVED EQUAL GEN GENERATOR 1 TINNED BCW (TO GFCI GROUND FAULT CIRCUIT AS INDICATED GROUND RING) ® 9 ALL NEW MATERIAL SHALL HAVE U L LABEL. INTERRUPTER LIGHTING FIXTURE. FLUORESCENT. 2/40W DRAWN BY JY GND GROUNDING SURFACE MOUNTING TYPE 10 CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE GRC GALVANIZED RIGID CONDUIT MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS CR GROWTH EXIT SIGN, FLUORESCENT, SINGLE FACE SUBMITALS REQUIRED GPS GLOBAL POSITIONING SYSTEM W /BATTERY, UNIVERSAL MOUNTING ANTENNA CABLE GROUNDING I I. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT IGR INTERIOR GROUND RING (HALO) LIGHTING FIXTURE. INCANDESCENT, 1 /100W H ANDWRITTEN. LC LENGTH I--0 AT OUTDOOR EQUIPMENT CABINET MAX MAXIMUM - WP". WALL MTG TYPE 12 INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL MFR MANUFACTURER CONDUITS PER THE SPECIFICATIONS AND NEC THE EQUIPMENT MIN MINIMUM / POLE GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION CABLE BRIDGE GROUNDING I � -I 4 BOXES, AND ALL DISCONNECT SWITCHES. STARTERS, AND MTD MOUNTED No EQUIPMENT CABINETS MTG MOUNTING fL CIRCUIT BREAKER N NEUTRAL 13 THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. NEMA NATIONAL ELECTRICAL DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS MANUFACTURERS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT ASSOCIATION Q UTILITY METER BASE SUBSTANTIAL COMPLETION. OH OVERHEAD 0 06/16/06 100% CD JY 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES MIGB MASTER ISOLATED GROUND BAR TRANSFORMER SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES P POLE NOTES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS PH PHASE INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO PNLBD PANELBOARD TRANSFORMER EXCEPTIONS) PRI PRIMARY 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES PWR POWER SHALL COMPLY WITH (ADM) AMERICANS WITH DISABILITIES ACT AS PCS PERSONAL COMMUNICATION SYSTEM RECEPTACLE, 2P- 3W -120V -ISM, OAORUPLEX. ADOPTED BY THE APPLICABLE STATE PPC POWER PROTECTION CABINET GROUND TYPE PRC PRIMARY RADIO CABINET •\''P% 16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR ''' SWITCH, 1P-120V-15A RWY RACEWAY S 5 c� G IN �,, �.- RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL RGS RIGID GALVANIZED STEEL � � " 17,' -4 SLEEVES AND /OR PENETRATIONS IN FIRE RATED CONSTRUCTION S TOGGLE SWITCH. 1P 120V - 15A, "' P i�•1� WP SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL RCPT RECEPTACLE WP - !• MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL RGS RIGID GALVANIZED STEEL y 19 \ / `i-to /- • FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SAF SAFETY O S SMOKE DETECTOR W /ALARM HORN & AUXILIARY rYI SMOKE. FIRE AND FUMES ALL MATERIAL SHALL BE UL SEC SECONDARY CONTACTS, 120 VAC APPROVED FOR THIS PURPOSE S.N SOLID NEUTRAL SURF SURFACE EXPIRATION DATE. 06 -30 -2006 17 ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND SW SWITCH III CADWELD CONNECTION EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S SICW STRANDED INSULATED COPPER WIRE DATE SIGNED: REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN TELCO TELEPHONE COMPANY OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY MECHANICAL CONNECTION CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED TYP TYPICAL • ON. U/G UNDERGROUND SCHOLLS FERRY 18. THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED U L ULABORATORYRINC 4 HALO GROUND CONNECTION PDX-1 47-C UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN V VOLT 12390 SW SCHOLLS FERRY RD ANO SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN 5/8' X 10' -0 ,Cu. GND ROD IN TEST WELL 24" MIN PORTLAND, OR 97223 VAC VOLT ALTERNATING ® BELOW GRADE AS SHOWN ON THESE DRAWINGS) LOCATION OF ALL OUTLET. CURRENT BOXES, ETC AND THE TYPE OF CONNECTION (PLUG OR DIRECT) W WATT OR WIRE 9 XIT CHEMICAL GROUND ROD SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE GENERAL NOSt PRIOR TO ROUGH -IN W/ WITH ® 5/8" X 10' -0" ,CU GND ROD 24 MIN BELOW GRADE W/O WITHOUT a : . r/ \I, Ikriblfrol %FER TRANSFER -.1 , : 1it . XFMR TRANSFORMER •t'1 ' 1 XLPE CROSS-LINK POLYETHYLENE go �� NOTE. C SHEET NUMBER ALL 6 FIBER CABLE JUMPERS SHALL BE COLOR CODED. 14 O A VERIFY COLOR CODING WITH CRICKET T -6 NOT USED ;ONE 5 NOTES 3 GENERAL ABBREVIATIONS 2 GENERAL LEGEND 1 li lJ L