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Specifications valmont STRUCTURES VALMONT MICROFLECT 3275 25th STREET ` ! j SALEM, OR 97302 AUG 19 2010 PHONE: 1- 800 - 547 -2151 ENGINEER: Chris Blaumer x6698 C ; , C'' T ;C! Reviewed by: tyll 3I !'a .x.oiC o. V ! S!Q; I COMMUNICATION POLE DESIGN CALCULATIONS AUG 1 3 2010 CITY OF TIGARD c.50 PReA -e App roved ..M .. ...t..... [ t-e � ` ti Conditionally Approved.. „....... „. { I 6 n2 P See Letter to: Follow [ I f r_ A shed ..• ^ . . � F E 01 Permit Number ^ 04� y te �o�� 9% Ad • ess: r !h_%� %��... �J �, 3 B ' _7$ Date: '767 to ' �H�R E:FREs: x-31- 1 OFFICE COPY Clearwire VALMONT ORDER #130952 SITE NAME: Greton, OR- POR424 -A POLE HEIGHT: 100 ►1 Page 1 va STRUCTURES 8/13/10 ENGINEERING DATA f or Clearwire Greton, OR- POR424 -A VALMONT ORDER 130952 1) STRUCTURE DESIGN CONFORMS TO EIA/TIA -222 -G INCLUDING: 95.0 MPH WIND (3 SECOND GUST, 50 YR. RETURN PERIOD) 40.0 MPH ICE WIND (50 YR. RETURN PERIOD) DESIGN ICE THICKNESS = 1.50 INCHES EXPOSURE CATEGORY C STRUCTURE CLASSIFICATION II TOPOGRAPHIC CATEGORY 1 60.0 MPH BASIC WIND SPEED WITH NO ICE FOR TWIST AND SWAY SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS AND 1 SEC.: Ss = 1.09 & 51 = 0.60 2) FEEDLINES ARE ASSUMED TO BE PLACED INTERIOR TO THE POLE. 3) ALL MICROWAVE ASSUMED TO BE 6 GHz UNLESS OTHERWISE NOTED. 4) LOADING AS FOLLOWS: 100.0' POLE 6 - PANEL (4' X 1' X 3 ") (w /PM) @ 100.0 6 - 2' SOLID DISH (w /PM) (18 GHz) @ 100.0 3- T -Arm, 3 ft stand -off, 13 ft cross -arm @ 100.0 12- PANEL (6' X 1' X 3") (w/PM) @ 90.0 1 - 13' Low Profile Platform @ 90.0 12- PANEL (6' X1'X3 ')(w /PM) @80.0 1 - 13' Low Profile Platform @ 80.0 STRUCTURE ANCHORAGE INFORMATION POLE HEIGHT(FT): 100 NUMBER OF A.B.'s: 12 BOLT CIRCLE(IN): 42.04 DIA. OF A.B.'s(IN): 2.25 BASE VERTICAL(K): 19.42 LENGTH OF A.B.'s(IN): 84.00 BASE SHEAR(K): 15.36 PROJECTION LENGTH(IN): 11.00 BASE MOMENT(FT -K): 1192 TEMPLATE OD(IN): 45.54 i r Valmont - Structures Engineering Form#3098(12/05) a. vaImont Page 2 STRUCTURES BY DATE CHKD. BY DATE SHEET NO. 8/13/10 ENGINEERING DATA for Clearwire Greton, OR- POR424 -A VALMONT ORDER 130952 EIA/TIA -222 -G BASIC WIND: 95.0 MPH DESIGN ICE THICKNESS: 1.5 IN. WIND & ICE: 40.0 MPH EXPOSURE CATEGORY: C TWIST & SWAY: 60.0 MPH STRUCTURE CLASS.: II S 1.09 TOPOGRAPHIC CATEGORY: 1 S 0.60 DATA W.O. ICE DATA W/ ICE QTY DESCRIPTION HEIGHT EPA WT EPA WT 6 PANEL (4' X 1' X 3') (w /PM) @ 100.0' 18.54 242 31.26 2283 6 2' SOLID DISH (w /PM) @ 100.0' 34.92 859 60.06 2220 3 T -Arm, 3 ft stand -off, 13 ft cross -arm @ 100.0 ' 8.13 678 18.12 2255 12 PANEL (6' X 1' X 3 ") (w /PM) @ 90.0' 60.00 863 94.56 6638 1 13' Low Profile Platform , @ 90.0' 14.96 1334 30.92 3329 ' 12 PANEL (6' X 1' X 3 ") (w/PM) © 80.0' 60.00 863 94.20 6545 1 13' Low Profile Platform @ 80.0' 14.96 1334 30.77 3298 f Valmont - Structures Englneerino 1 Form #3098(12/05) raye BY VALMONT ItDUST1IES FOR: CLEARWIRE 100' POLE, SITE: 't3RETON, OR- POR424 -A 130952 DATE 08/3.3/10 _. Fuse 1.9.0.363 • * ** SUMMARY * ** Design Code: TIA -222 -G Addendum 2 DESIGN SUMMARY Height Above Base Plate (ft) 100.00 Ground Line Diameter (in) 35.000 Pole Shaft Weight (lbs) 8899 Top Diameter (in) 14.800 Pole Taper (in /ft) 0.2120 Shape: 18 Sides Connections Between Sections /First/ /Second/ Height Above Ground (ft) 35.00 69.00 Type Slip Joint Slip Joint Overlap Length (in) 55 46 Maximum Axial Force (lbs) 42405 35443 Section Characteristics /First/ • /Second/ /Third/ Base Diameter (in) 35.000 29.177 22.185 Top Diameter (in) 27.580 20.997 14.800 Thickness (in) 0.37500 0.31250 0.18750 Length (ft) 35.000 38.583 34.833 Weight (lbs) 4382 3226 1291 ANALYSIS SUMMARY Pt. of Governing Governing Governing Pole Fixity Level Sec.l Level Sec.2 Level Sec.3 Top Governing Load Case WIND WIND WIND WIND WIND Height (ft) 0.00 0.00 35.00 69.00 100.00 Resultant Moment (in -kips) 14304 14304 8178 2901 0 Shear Force (lbs) 15401 15401 13795 12106 3216 Axial Force (lbs) 18322 18322 12003 7956 1809 Effective Yield Strength (ksi) 82.55 82.55 82.55 79.84 82.55 Combined Interaction Value 0.56 0.56 0.59 0.63 0.00 Total Deflection (in) 0.00 0.00 7.43 30.90 66.53 Note: Diameters are outside, measured across the flats Forces and moments are reported in the local element coordinate system , Page 4 , BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 * ** POLE SHAFT POINT OF FIXITY REACTIONS * ** Loading Moments Moments Moments Moments Shear Shear Shear Notes Case About About Resultant Vertical In In Resultant Identifier X -Axis Y -Axis (X & Y) Torsional Force X- Direction Y- Direction (X & Y) (in -kips) (in -kips) (in -kips) (in -kips) (lbs) (lbs) (lbs) (lbs) WIND 10957 -9194 14304 0 18359 9871 11764 15357 ICE & WIND 2565 -2153 3349 0 52280 2117 2522 3293 T &S 2433 -2042 3177 0 15087 2205 2627 3430 Seismic 3280 -2753 4282 0 18088 2607 3107 4056 Note: Positive vertical force is downward. Reactions are considered in the global coordinate system. c , rage 5 , BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 * ** INPUT LOADS * ** Design Code TIA -222 -G Addendum 2 Loading Case WIND Orientation of System Basic Wind Velocity is 95.00 mph Ice Thickness 0.00 + * * * * * ** +X -Axis Wind Orientation is 50.0 Degrees Clockwise From -X- Axis * * (Transverse) Structure Weight Overload Factor is 1.200 * * Exposure C, Gust Factor 1.10 * * Structure Category 2, Topographic Category 1, Crest Height 0.00 ft (Longitudinal) * * (Vertical) Orientations are Measured Clockwise From -X- Axis +Y -Axis * * +Z -Axis Positive -Y- Axis is 90 Degrees Clockwise From -X- Axis Foundataion Rotation of 0.00 Degrees Load Point Mounting Load Load Orientation Number Height Height Eccentricity in XY Plane Force -X Force -Y Force -Z EPA (ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft ^ 2) 1 100.00 100.00 0.00 50.00 582 694 291 18.53 2 100.00 100.00 0.00 50.00 1097 1308 1031 34.92 3 100.00 100.00 0.00 50.00 255 304 813 8.12 4 90.00 90.00 0.00 50.00 1845 2199 1036 60.04 5 90.00 90.00 0.00 50.00 460 548 1601 14.96 6 80.00 80.00 0.00 50.00 1800 2145 1036 60.04 7 80.00 80.00 0.00 50.00 449 535 1601 14.96 I . rage b . BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 • Fuse 1.9.0.363 * ** INPUT LOADS * ** Design Code TIA -222 -G Addendum 2 Loading Case ICE & WIND Orientation of System Basic Wind Velocity is 40.00 mph Ice Thickness 1.50 X -Axis Wind Orientation is 50.0 Degrees Clockwise From -X- Axis * * (Transverse) Structure Weight Overload Factor is 1.200 * * Exposure C, Gust Factor 1.10 * * Structure Category 2, Topographic Category 1, Crest Height 0.00 ft (Longitudinal) * * (Vertical) Orientations are Measured Clockwise From -X- Axis +Y -Axis * * +Z -Axis Positive -Y- Axis is 90 Degrees Clockwise From -X- Axis Foundataion Rotation of 0.00 Degrees Load Point Mounting Load Load Orientation Number Height Height Eccentricity in XY Plane Force -X Force -Y Force -Z EPA (ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft'2) 1 100.00 100.00 0.00 50.00 109 130 2740 31.27 2 100.00 100.00 0.00 50.00 209 249 2664 60.06 3 100.00 100.00 0.00 50.00 63 75 2706 18.11 4 90.00 90.00 0.00 50.00 322 384 7966 94.61 5 90.00 90.00 0.00 50.00 105 126 3994 30.92 6 80.00 80.00 0.00 50.00 313 373 7854 94.17 7 80.00 80.00 0.00 50.00 102 122 3958 30.77 rage / , • BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 * ** INPUT LOADS * ** Design Code TIA -222 -G Addendum 2 Loading Case T &S Orientation of System Basic Wind Velocity is 60.00 mph Ice Thickness 0.00 + * * * * * ** +X -Axis Wind Orientation is 50.0 Degrees Clockwise From -X- Axis * * (Transverse) Structure Weight Overload Factor is 1.000 * * Exposure C, Gust Factor 1.10 * * Structure Category 2, Topographic Category 1, Crest Height 0.00 ft (Longitudinal) * * (Vertical) Orientations are Measured Clockwise From -X- Axis +Y -Axis * * +Z -Axis Positive -Y- Axis is 90 Degrees Clockwise From -X- Axis Foundataion Rotation of 0.00 Degrees Load Point Mounting Load Load Orientation Number Height Height Eccentricity in XY Plane Force -X Force -Y Force -Z EPA (ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft 1 100.00 100.00 0.00 50.00 130 155 242 18.53 2 100.00 100.00 0.00 50.00 245 292 859 34.92 3 100.00 100.00 0.00 50.00 57 68 678 8.12 4 90.00 90.00 0.00 50.00 412 491 863 60.04 5 90.00 90.00 0.00 50.00 103 122 1334 14.96 6 80.00 80.00 0.00 50.00 402 479 863 60.04 7 80.00 80.00 0.00 50.00 100 119 1334 14.96 rage a BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 • Fuse 1.9.0.363 * ** INPUT LOADS * ** Design Code TIA -222 -G Addendum 2 Loading Case Seismic Seismic analysis following the equivalent modal analysis procedure Structure Category: 2 Site Class: D Response Acceleration at short periods: 1.09 Response Acceleration at one second: 0.60 The above are used to obtain the acceleration and velocity based site coefficients Fa and Fv Foundataion Rotation of 0.00 Degrees Load Point Mounting Load Load Orientation Number Height Height Eccentricity in XY Plane Force -X Force -Y Force -Z EPA (ft) (ft) (ft) (Degrees) (lbs) (lbs) (lbs) (ft 1 100.00 100.00 0.00 50.00 0 0 291 18.53 2 100.00 100.00 0.00 50.00 0 0 1031 34.92 3 100.00 100.00 0.00 50.00 0 0 813 8.12 4 90.00 90.00 0.00 50.00 0 0 1036 60.04 5 90.00 90.00 0.00 50.00 0 0 1601 14.96 6 80.00 80.00 0.00 50.00 0 0 1036 60.04 7 80.00 80.00 0.00 50.00 0 0 1601 14.96 I . ... rage y BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 * ** Properties * ** Distance Diameter From Across Wall D/t wit Moments of Connection Base Flats Thickness Across Across Inertia Area Locations (ft) (in) (in) Flats Flats (in (in'2) Top of Sect 3 100.00 14.800 0.1875 78.93 12.15 235 8.70 95.00 15.860 0.1875 84.59 13.15 289 9.33 EPA 4 90.00 16.920 0.1875 90.24 14.15 352 9.96 85.00 17.980 0.1875 95.89 15.15 423 10.59 EPA 6 80.00 19.040 0.1875 101.55 16.14 504 11.22 75.00 20.100 0.1875 107.20 17.14 593 11.85 70.00 21.160 0.1875 112.85 18.14 693 12.48 69.00 21.372 0.1875 113.98 18.34 715 12.61 Top of Sect 2 69.00 20.997 0.3125 67.19 10.08 1109 20.52 Base of Sect 3 65.17 21.810 0.3125 69.79 10.54 1245 21.32 62.58 22.357 0.3125 71.54 10.85 1342 21.86 60.00 22.905 0.3125 73.30 11.16 1445 22.41 55.00 23.965 0.3125 76.69 11.76 1658 23.46 50.00 25.025 0.3125 80.08 12.36 1891 24.51 45.00 26.085 0.3125 83.47 12.96 2144 25.56 40.00 27.145 0.3125 86.86 13.55 2420 26.61 35.00 28.205 0.3125 90.26 14.15 2718 27.66 Top of Sect 1 35.00 27.580 0.3750 73.55 11.20 3027 32.38 Base of Sect 2 30.42 28.552 0.3750 76.14 11.66 3363 33.54 30.00 28.640 0.3750 76.37 11.70 3395 33.64 25.00 29.700 0.3750 79.20 12.20 3791 34.90 20.00 30.760 0.3750 82.03 12.70 4217 36.16 15.00 31.820 0.3750 84.85 13.20 4674 37.43 10.00 32.880 0.3750 87.68 13.70 5163 38.69 5.00 33.940 0.3750 90.51 14.20 5684 39.95 Pt of Fixity 0.00 35.000 0.3750 93.33 14.69 6240 41.21 • Page 10 BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 Forces and Moments for Pole in the Local Element Coordinate System Loading Case WIND Dist. From Resultant Shear Shear Resultant Base Mx My Mx & My Torsion X -Dir. Y -Dir. Shear Axial (ft) (in -kips) (in -kips) (in -kips) (in -kips) (lbs) (lbs) (lbs) (lbs) 100.00 0 0 0 0 2067 2464 3216 1809 95.00 153 -128 199 0 2198 2620 3420 1997 90.00 315 -264 411 0 2340 2789 3640 2193 90.00 315 -264 411 0 4800 5720 7467 4467 85.00 663 -557 866 0 4937 5883 7680 4708 80.00 1022 -858 1334 0 5094 6071 7925 4929 80.00 1022 -858 1334 0 7469 8901 11620 7283 75.00 1562 -1311 2039 0 7600 9057 11823 7601 70.00 2112 -1772 2756 0 7747 9232 12052 7905 69.00 2223 -1865 2901 0 7782 9274 12106 7956 69.00 2223 -1865 2901 0 7766 9256 12083 7992 65.17 2652 -2226 3463 0 7898 9413 12287 8564 62.58 2946 -2472 3846 0 7977 9506 12409 8830 60.00 3243 -2721 4233 0 8047 9590 12518 9121 55.00 3825 -3209 4993 0 8200 9772 12757 9667 50.00 4418 -3707 5767 0 8354 9956 12997 10238 45.00 5023 -4214 6556 0 8509 10141 13238 10832 40.00 5638 -4731 7360 0 8665 10326 13480 11449 35.00 6265 -5257 8178 0 8867 10567 13795 12003 35.00 6265 -5257 8178 0 8823 10515 13726 12081 30.42 6850 -5748 8942 0 8999 10724 14000 13263 30.00 6904 -5793 9012 0 8990 10714 13986 13361 25.00 7554 -6338 9860 0 9141 10893 14220 14137 20.00 8214 -6892 10723 0 9287 11068 14448 14939 15.00 8885 -7455 11599 0 9426 11234 14665 15765 10.00 9566 -8027 12487 0 9563 11396 14877 16617 5.00 10257 -8606 13389 0 9702 11562 15093 17493 0.00 10957 -9194 14304 0 9900 11798 15401 18322 • Page 11 . BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 Deflections and Stresses for Pole Loading Case WIND * ** Deflections and Stresses * ** Distance Defl. Axial Flexural Shear Torsion Combined Effective From Defl. Defl. Resultant Defl. Interaction Interaction Interaction Interaction Stress Yield Base X -Dir Y -Dir X & Y Z -Dir Rotation Term Term Term Term Interaction Strength (ft) (in) (in) (in) (in) (deg.) (ksi) 100.00 42.8 51.0 66.5 2.5 6.00 0.00 0.00 0.03 0.00 0.01 82.55 95.00 38.7 46.2 60.3 2.2 5.96 0.00 0.07 0.03 0.00 0.08 82.55 90.00 34.8 41.4 54.1 1.9 5.85 0.00 0.13 0.03 0.00 0.14 82.55 90.00 34.8 41.4 54.1 1.9 5.85 0.01 0.13 0.05 0.00 0.14 82.55 85.00 30.9 36.8 48.1 1.6 5.65 0.01 0.25 0.05 0.00 0.26 82.55 80.00 27.2 32.4 42.3 1.3 5.37 0.01 0.35 0.05 0.00 0.35 82.41 80.00 27.2 32.4 42.3 1.3 5.37 0.01 0.35 0.07 0.00 0.36 82.41 75.00 23.7 28.2 36.9 1.1 5.01 0.01 0.48 0.07 0.00 0.49 81.24 70.00 20.5 24.4 31.8 0.8 4.56 0.01 0.59 0.07 0.00 0.61 80.07 69.00 19.9 23.7 30.9 0.8 4.47 0.01 0.61 0.07 0.00 0.63 79.84 69.00 19.9 23.7 30.9 0.8 4.47 0.01 0.38 0.04 0.00 0.38 82.55 65.17 17.6 21.0 27.4 0.7 4.22 0.01 0.41 0.04 0.00 0.42 82.55 62.58 16.2 19.3 25.2 0.6 4.05 0.01 0.44 0.04 0.00 0.45 82.55 60.00 14.8 17.6 23.0 0.5 3.87 0.01 0.46 0.04 0.00 0.47 82.55 55.00 12.3 14.7 19.2 0.4 3.52 0.01 0.49 0.04 0.00 0.50 82.55 50.00 10.1 12.0 15.7 0.3 3.16 0.01 0.52 0.04 0.00 0.53 82.55 45.00 8.1 9.6 12.5 0.2 2.80 0.01 0.55 0.04 0.00 0.55 82.55 40.00 6.3 7.5 9.8 0.1 2.44 0.01 0.56 0.03 0.00 0.57 82.55 35.00 4.8 5.7 7.4 0.1 2.08 0.01 0.58 0.03 0.00 0.59 82.55 35.00 4.8 5.7 7.4 0.1 2.08 0.01 0.51 0.03 0.00 0.52 82.55 30.42 3.6 4.3 5.6 0.1 1.79 0.01 0.52 0.03 0.00 0.53 82.55 30.00 3.5 4.1 5.4 0.1 1.76 0.01 0.52 0.03 0.00 0.53 82.55 25.00 2.4 2.9 3.7 0.0 1.45 0.01 0.53 0.03 0.00 0.53 82.55 20.00 1.5 1.8 2.4 0.0 1.15 0.01 0.53 0.03 0.00 0.54 82.55 15.00 0.8 1.0 1.3 0.0 0.85 0.01 0.54 0.03 0.00 0.55 82.55 10.00 0.4 0.4 0.6 0.0 0.56 0.01 0.54 0.03 0.00 0.55 82.55 5.00 0.1 0.1 0.1 0.0 0.28 0.01 0.55 0.03 0.00 0.55 82.55 0.00 0.0 0.0 0.0 0.0 0.00 0.01 0.55 0.03 0.00 0.56 82.55 • , Page 12 . BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 Forces and Moments for Pole in the Local Element Coordinate System Loading Case ICE & WIND Dist. From Resultant Shear Shear Resultant Base Mx My Mx & My Torsion X -Dir. Y -Dir. Shear Axial (ft) (in -kips) (in -kips) (in -kips) (in -kips) (lbs) (lbs) (lbs) (lbs) 100.00 0 0 0 0 515 614 801 8093 95.00 38 -32 50 0 559 666 870 8589 90.00 80 -67 105 0 607 724 945 9119 90.00 80 -67 105 0 1220 1454 1898 21059 85.00 169 -142 221 0 1270 1513 1975 21621 80.00 261 -219 340 0 1306 1556 2032 22218 80.00 261 -219 340 0 1869 2227 2907 34015 75.00 396 -332 517 0 1921 2289 2988 34641 70.00 533 -447 695 0 1934 2305 3008 35304 69.00 560 -470 731 0 1918 2285 2983 35443 69.00 560 -470 731 0 1900 2265 2957 35445 65.17 665 -558 869 0 1947 2321 3030 36492 62.58 737 -619 962 0 1954 2329 3040 36945 60.00 809 -679 1056 0 1965 2341 3057 37408 55.00 950 -797 1240 0 1992 2374 3100 38332 50.00 1091 -916 1425 0 2010 2395 3127 39296 45.00 1234 -1036 1611 0 2026 2414 3152 40296 40.00 1378 -1156 1799 0 2041 2432 3175 41333 35.00 1523 -1278 1988 0 2054 2448 3196 42405 35.00 1523 -1278 1988 0 2016 2403 3137 42410 30.42 1657 -1390 2163 0 2052 2445 3192 44426 30.00 1669 -1401 2179 0 2036 2426 3167 44528 25.00 1817 -1524 2372 0 2049 2442 3188 45756 20.00 1965 -1649 2565 0 2061 2457 3207 47017 15.00 2114 -1774 2760 0 2071 2469 3223 48310 10.00 2264 -1900 2955 0 2080 2479 3236 49628 5.00 2414 -2026 3152 0 2089 2490 3250 50962 0.00 2565 -2153 3349 0 2136 2545 3322 52278 rage is BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- P0R424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 Deflections and Stresses for Pole Loading Case ICE & WIND * ** Deflections and Stresses * ** Distance Defl. Axial Flexural Shear Torsion Combined Effective From Defl. Defl. Resultant Defl. Interaction Interaction Interaction Interaction Stress Yield Base X -Dir Y -Dir X & Y Z -Dir Rotation Term Term Term Term Interaction Strength (ft) (in) (in) (in) (in) (deg.) (ksi) 100.00 10.4 12.4 16.2 0.2 1.48 0.01 0.00 0.01 0.00 0.01 82.55 95.00 9.4 11.2 14.6 0.2 1.47 0.01 0.02 0.01 0.00 0.03 82.55 90.00 8.4 10.1 13.1 0.2 1.44 0.01 0.03 0.01 0.00 0.05 82.55 90.00 8.4 10.1 13.1 0.2 1.44 0.03 0.03 0.01 0.00 0.06 82.55 85.00 7.5 8.9 11.6 0.2 1.39 0.03 0.06 0.01 0.00 0.09 82.55 80.00 6.6 7.8 10.2 0.1 1.32 0.03 0.09 0.01 0.00 0.12 82.41 80.00 6.6 7.8 10.2 0.1 1.32 0.04 0.09 0.02 0.00 0.13 82.41 75.00 5.7 6.8 8.9 0.1 1.22 0.04 0.12 0.02 0.00 0.16 81.24 70.00 4.9 5.9 7.7 0.1 1.11 0.04 0.15 0.02 0.00 0.19 80.07 69.00 4.8 5.7 7.4 0.1 1.09 0.04 0.15 0.02 0.00 0.20 79.84 69.00 4.8 5.7 7.4 0.1 1.09 0.02 0.09 0.01 0.00 0.12 82.55 65.17 4.2 5.0 6.6 0.1 1.03 0.02 0.10 0.01 0.00 0.13 82.55 62.58 3.9 4.6 6.0 0.1 0.98 0.02 0.11 0.01 0.00 0.13 82.55 60.00 3.5 4.2 5.5 0.1 0.94 0.02 0.11 0.01 0.00 0.14 82.55 55.00 2.9 3.5 4.6 0.1 0.85 0.02 0.12 0.01 0.00 0.15 82.55 50.00 2.4 2.9 3.7 0.0 0.76 0.02 0.13 0.01 0.00 0.15 82.55 45.00 1.9 2.3 3.0 0.0 0.67 0.02 0.13 0.01 0.00 0.16 82.55 40.00 1.5 1.8 2.3 0.0 0.58 0.02 0.14 0.01 0.00 0.16 82.55 35.00 1.1 1.3 1.8 0.0 0.50 0.02 0.14 0.01 0.00 0.16 82.55 35.00 1.1 1.3 1.8 0.0 0.50 0.02 0.12 0.01 0.00 0.14 82.55 30.42 0.8 1.0 1.3 0.0 0.43 0.02 0.13 0.01 0.00 0.14 82.55 30.00 0.8 1.0 1.3 0.0 0.42 0.02 0.13 0.01 0.00 0.14 82.55 25.00 0.6 0.7 0.9 0.0 0.34 0.02 0.13 0.01 0.00 0.15 82.55 20.00 0.4 0.4 0.6 0.0 0.27 0.02 0.13 0.01 0.00 0.15 82.55 15.00 0.2 0.2 0.3 0.0 0.20 0.02 0.13 0.01 0.00 0.15 82.55 10.00 0.1 0.1 0.1 0.0 0.13 0.02 0.13 0.01 0.00 0.15 82.55 5.00 0.0 0.0 0.0 0.0 0.06 0.02 0.13 0.01 0.00 0.15 82.55 0.00 0.0 0.0 0.0 0.0 0.00 0.02 0.13 0.01 0.00 0.15 82.55 Page 14 BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 Forces and Moments for Pole in the Local Element Coordinate System Loading Case T &S Dist. From Resultant Shear Shear Resultant Base Mx My Mx & My Torsion X -Dir. Y -Dir. Shear Axial (ft) (in -kips) (in -kips) (in -kips) (in -kips) (lbs) (lbs) (lbs) (lbs) 100.00 0 0 0 0 458 546 712 1763 95.00 34 -28 44 0 487 580 757 1916 90.00 70 -59 91 0 518 617 806 2080 90.00 70 -59 91 0 1063 1267 1653 4260 85.00 147 -123 192 0 1093 1303 1701 4436 80.00 226 -190 295 0 1128 1344 1755 4622 80.00 226 -190 295 0 1654 1971 2573 6805 75.00 346 -290 452 0 1683 2006 2619 7005 70.00 468 -392 610 0 1716 2045 2670 7215 69.00 492 -413 643 0 1724 2055 2682 7258 69.00 492 -413 643 0 1721 2051 2677 7260 65.17 587 -493 767 0 1750 2085 2722 7702 62.58 652 -548 852 0 1767 2106 2750 7894 60.00 718 -603 938 0 1783 2125 2775 8091 55.00 847 -711 1106 0 1818 2167 2828 8485 50.00 979 -821 1278 0 1853 2208 2883 8897 45.00 1113 -934 1453 0 1888 2251 2938 9327 40.00 1249 -1048 1631 0 1924 2293 2993 9775 35.00 1389 -1165 1813 0 1969 2346 3063 10237 35.00 1389 -1165 1813 0 1960 2336 3050 10241 30.42 1519 -1274 1982 0 2000 2383 3111 11196 30.00 1530 -1284 1998 0 1998 2382 3109 11246 25.00 1675 -1405 2187 0 2033 2423 3163 11832 20.00 1822 -1529 2378 0 2068 2464 3216 12441 15.00 1971 -1654 2573 0 2100 2503 3267 13071 10.00 2123 -1781 2771 0 2133 2542 3318 13722 5.00 2277 -1911 2972 0 2166 2581 3369 14394 0.00 2433 -2042 3177 0 2210 2633 3438 15085 Page 15 . BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 Deflections and Stresses for Pole Loading Case T &S * ** Deflections and Stresses * ** Distance Defl. Axial Flexural Shear Torsion Combined Effective From Defl. Defl. Resultant Defl. Interaction Interaction Interaction Interaction Stress Yield Base X -Dir Y -Dir X & Y Z -Dir Rotation Term Term Term Term Interaction Strength (ft) (in) (in) (in) (in) (deg.) (ksi) 100.00 9.5 11.3 14.8 0.1 1.33 0.00 0.00 0.01 0.00 0.01 82.55 95.00 8.6 10.2 13.4 0.1 1.32 0.00 0.02 0.01 0.00 0.02 82.55 90.00 7.7 9.2 12.0 0.1 1.30 0.00 0.03 0.01 0.00 0.03 82.55 90.00 7.7 9.2 12.0 0.1 1.30 0.01 0.03 0.01 0.00 0.04 82.55 85.00 6.9 8.2 10.7 0.1 1.25 0.01 0.06 0.01 0.00 0.06 82.55 80.00 6.0 7.2 9.4 0.1 1.19 0.01 0.08 0.01 0.00 0.08 82.41 80.00 6.0 7.2 9.4 0.1 1.19 0.01 0.08 0.02 0.00 0.09 82.41 75.00 5.3 6.3 8.2 0.1 1.11 0.01 0.11 0.02 0.00 0.11 81.24 70.00 4.5 5.4 7.1 0.1 1.01 0.01 0.13 0.01 0.00 0.14 80.07 69.00 4.4 5.3 6.9 0.0 0.99 0.01 0.14 0.01 0.00 0.14 79.84 69.00 4.4 5.3 6.9 0.0 0.99 0.01 0.08 0.01 0.00 0.09 82.55 65.17 3.9 4.7 6.1 0.0 0.94 0.01 0.09 0.01 0.00 0.10 82.55 62.58 3.6 4.3 5.6 0.0 0.90 0.01 0.10 0.01 0.00 0.10 82.55 60.00 3.3 3.9 5.1 0.0 0.86 0.01 0.10 0.01 0.00 0.11 82.55 55.00 2.7 3.3 4.3 0.0 0.78 0.01 0.11 0.01 0.00 0.11 82.55 50.00 2.2 2.7 3.5 0.0 0.70 0.01 0.12 0.01 0.00 0.12 82.55 45.00 1.8 2.1 2.8 0.0 0.62 0.01 0.12 0.01 0.00 0.13 82.55 40.00 1.4 1.7 2.2 0.0 0.54 0.01 0.13 0.01 0.00 0.13 82.55 35.00 1.1 1.3 1.6 0.0 0.46 0.01 0.13 0.01 0.00 0.13 82.55 35.00 1.1 1.3 1.6 0.0 0.46 0.00 0.11 0.01 0.00 0.12 82.55 30.42 0.8 0.9 1.2 0.0 0.40 0.00 0.12 0.01 0.00 0.12 82.55 30.00 0.8 0.9 1.2 0.0 0.39 0.00 0.12 0.01 0.00 0.12 82.55 25.00 0.5 0.6 0.8 0.0 0.32 0.00 0.12 0.01 0.00 0.12 82.55 20.00 0.3 0.4 0.5 0.0 0.25 0.00 0.12 0.01 0.00 0.12 82.55 15.00 0.2 0.2 0.3 0.0 0.19 0.00 0.12 0.01 0.00 0.12 82.55 10.00 0.1 0.1 0.1 0.0 0.12 0.01 0.12 0.01 0.00 0.13 82.55 5.00 0.0 0.0 0.0 0.0 0.06 0.01 0.12 0.01 0.00 0.13 82.55 0.00 0.0 0.0 0.0 0.0 0.00 0.01 0.12 0.01 0.00 0.13 82.55 Page 16 • BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 Fuse 1.9.0.363 Forces and Moments for Pole in the Local Element Coordinate System Loading Case Seismic Dist. From Resultant Shear Shear Resultant Base Mx My Mx & My Torsion X -Dir. Y -Dir. Shear Axial (ft) (in -kips) (in -kips) (in -kips) (in -kips) (lbs) (lbs) (lbs) (lbs) 100.00 0 0 0 0 1208 1439 1879 2065 95.00 90 -75 117 0 1295 1544 2015 2246 90.00 185 -155 241 0 1361 1623 2118 2439 90.00 185 -155 241 0 2080 2479 3236 5041 85.00 335 -281 437 0 2119 2525 3296 5255 80.00 487 -409 636 0 2147 2558 3340 5476 80.00 487 -409 636 0 2372 2827 3691 8112 75.00 658 -552 858 0 2371 2825 3688 8358 70.00 827 -694 1080 0 2365 2819 3679 8613 69.00 861 -722 1124 0 2365 2819 3680 8664 69.00 861 -722 1124 0 2359 2811 3670 8668 65.17 990 -831 1293 0 2352 2804 3660 9202 62.58 1077 -904 1406 0 2347 2796 3651 9434 60.00 1164 -977 1520 0 2338 2787 3638 9673 55.00 1332 -1117 1738 0 2334 2782 3631 10149 50.00 1499 -1258 1957 0 2340 2788 3640 10646 45.00 1668 -1399 2177 0 2354 2805 3662 11164 40.00 1837 -1542 2398 0 2374 2830 3694 11704 35.00 2008 -1685 2622 0 2414 2877 3755 12257 35.00 2008 -1685 2622 0 2399 2859 3733 12264 30.42 2168 -1819 2830 0 2472 2946 3846 13410 30.00 2183 -1832 2850 0 2468 2941 3840 13471 25.00 2361 -1981 3082 0 2500 2979 3889 14176 20.00 2541 -2133 3318 0 2529 3014 3935 14908 15.00 2724 -2286 3556 0 2557 3047 3978 15665 10.00 2908 -2440 3796 0 2581 3076 4016 16448 5.00 3094 -2596 4039 0 2599 3097 4043 17256 0.00 3280 -2753 4282 0 2616 3117 4069 18085 Page 17 BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 06/13/10 Fuse 1.9.0.363 Deflections and Stresses for Pole Loading Case Seismic * ** Deflections and Stresses * ** Distance Defl. Axial Flexural Shear Torsion Combined Effective From Defl. Defl. Resultant Defl. Interaction Interaction Interaction Interaction Stress Yield Base X -Dir Y -Dir X & Y Z -Dir Rotation Term Term Term Term Interaction Strength (ft) (in) (in) (in) (in) (deg.) (ksi) 100.00 14.3 17.0 22.2 0.3 2.18 0.00 0.00 0.01 0.00 0.01 82.55 95.00 12.8 15.3 20.0 0.3 2.15 0.00 0.04 0.01 0.00 0.05 82.55 90.00 11.4 13.6 17.7 0.2 2.09 0.00 0.08 0.01 0.00 0.08 82.55 90.00 11.4 13.6 17.7 0.2 2.09 0.01 0.08 0.02 0.00 0.09 82.55 85.00 10.0 11.9 15.6 0.2 1.98 0.01 0.13 0.02 0.00 0.13 82.55 80.00 8.7 10.4 13.6 0.2 1.84 0.01 0.16 0.02 0.00 0.17 82.41 80.00 8.7 10.4 13.6 0.2 1.84 0.01 0.16 0.02 0.00 0.18 82.41 75.00 7.5 9.0 11.7 0.1 1.68 0.01 0.20 0.02 0.00 0.21 81.24 70.00 6.5 7.7 10.1 0.1 1.50 0.01 0.23 0.02 0.00 0.24 80.07 69.00 6.3 7.5 9.8 0.1 1.47 0.01 0.24 0.02 0.00 0.25 79.84 69.00 6.3 7.5 9.8 0.1 1.47 0.01 0.15 0.01 0.00 0.15 82.55 65.17 5.5 6.6 8.6 0.1 1.37 0.01 0.15 0.01 0.00 0.16 82.55 62.58 5.1 6.0 7.9 0.1 1.31 0.01 0.16 0.01 0.00 0.17 82.55 60.00 4.6 5.5 7.2 0.1 1.25 0.01 0.16 0.01 0.00 0.17 82.55 55.00 3.8 4.6 6.0 0.0 1.12 0.01 0.17 0.01 0.00 0.18 82.55 50.00 3.1 3.7 4.8 0.0 1.00 0.01 0.18 0.01 0.00 0.18 82.55 45.00 2.5 3.0 3.9 0.0 0.88 0.01 0.18 0.01 0.00 0.19 82.55 40.00 1.9 2.3 3.0 0.0 0.76 0.01 0.18 0.01 0.00 0.19 82.55 35.00 1.5 1.7 2.3 0.0 0.64 0.01 0.19 0.01 0.00 0.19 82.55 35.00 1.5 1.7 2.3 0.0 0.64 0.01 0.16 0.01 0.00 0.17 82.55 30.42 1.1 1.3 1.7 0.0 0.55 0.01 0.16 0.01 0.00 0.17 82.55 30.00 1.1 1.3 1.6 0.0 0.54 0.01 0.16 0.01 0.00 0.17 82.55 25.00 0.7 0.9 1.1 0.0 0.44 0.01 0.17 0.01 0.00 0.17 82.55 20.00 0.5 0.5 0.7 0.0 0.35 0.01 0.17 0.01 0.00 0.17 82.55 15.00 0.3 0.3 0.4 0.0 0.26 0.01 0.17 0.01 0.00 0.17 82.55 10.00 0.1 0.1 0.2 0.0 0.17 0.01 0.17 0.01 0.00 0.17 82.55 5.00 0.0 0.0 0.0 0.0 0.08 0.01 0.16 0.01 0.00 0.17 82.55 0.00 0.0 0.0 0.0 0.0 0.00 0.01 0.16 0.01 0.00 0.17 82.55 MINIMUM DEFLECTION RATIO // DEFLECTION LIMIT / DEFLECTION // IS • Yage Id • BY VALMONT INDUSTRIES FOR: CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130952 DATE 08/13/10 ` Fuse 1.9.0.363 * ** ANCHOR BOLT CHARACTERISTICS GOVERNED BY LOADING CASE WIND * ** NUMBER SHIPPED PROJECTION GALVANIZED THREAD OF BOLTS DIAMETER LENGTH WEIGHT AS LENGTH LENGTH SIZE (IN.) (IN.) (LB.) (IN.) (IN.) 12 2.250 84 1566 BOLTS, TEMPLATES 11.00 18.00 4.5- UNC -2A STEEL MAXIMUM BOLT MAXIMUM BOLT FACTORED NOMINAL STRESS INTERACTION CONFIGURATION OF SPECIF. FORCE SHEAR FORCE TENS. STRENGTH AREA VALUE BOTTOM END (LB.) (LB.) (LB.) (SQ. IN.) A615 114949 1280 130004 3.250 0.90 THREADED WITH HEAVY HEX HEAD NUT NOTE: BOLT INTERACTION VALUE WAS CALCULATED BY DIVIDING SHEAR FORCE BY FACTOR RELATED TO DETAIL TYPE d) IN EIA -G SPECS. * ** BOLT COORDINATES AND FORCES * ** BOLT NO. X -COORD Y -COORD MAX TENSION -LB MAX FORCE -LB * BOLT NO. X -COORD Y -COORD MAX TENSION -LB MAX FORCE -LB 1 21.020 0.00 - 1530 1530 * 2 18.204 10.510 55177 58237 3 10.510 18.204 96690 99750 * 4 0.00 21.020 111889 114949 MAX. BOLT CIRCLE = 42.04 IN. TEMPLATE DIAMETER = 48.04 IN. * ** BASE PLATE CHARACTERISTICS GOVERNED BY LOADING CASE WIND * ** DRAWING OVERALL OVERALL ACTUAL RAW MATERIAL SIDE NUMBER LENGTH WIDTH THICKNESS WEIGHT WEIGHT LENGTH (IN.) (IN.) (IN.) (LB.) (LB.) (IN.) SD18 -98 48.04 48.78 3.0000 1066 1992 8.47 TOP POLE DIAM. CRITICAL TOTAL LENGTH OF EFFECTIVE TOTAL MOMENT WIDTH (MAJOR DIAM.) FAILURE MODE FAIL MODE LINE LENGTH ALONG FAIL LINE (IN.) (IN.) (IN.) (IN.) (IN. -LB.) 8.47 35.00 4 51.57 41.13 1201183 STEEL BENDING EFFECTIVE MAX. VERTICAL SPECIF. STRESS YIELD STRESS SHEAR STRESS VALMONT OTHER (PSI) (PSI) (PSI) S56 A572 19470 25000 5656 ** LOADS AT POLE BASE IN THE GLOBAL COORDINATE SYSTEM LOADING CASES LOADING CASE IDENTIFICATION WIND ICE T &S Seis ]MAX CRITERION- LOAD CASE MOMENT ABT. X -AXIS (IN -KIP) 10957 2566 2433 3280 ]MOMENT ABT. X WIND MOMENT ABT. Y -AXIS (IN -KIP) - 9194 - 2153 - 2042 - 2753 ]MOMENT ABT. Y WIND SHEAR FORCE (LB.) 15357 3293 3430 4056 ]RES. MOMENT WIND VERTICAL FORCE (LB.) 18359 52280 15087 18088 ]SHEAR FORCE WIND ]BOLT FORCE WIND ]BOLT TENSION WIND 3UP2orO!9 - r Adapt Engineering, Inc. 10725 SW Barbur Boulevard, Suite 350 Portland, Oregon 97219 r Tel (503) 892 -2346 Fax (503) 892 -2348 ADAPT www•adaptengr.com _ � pc-To ' � r i •,'�I1�•�, 1 ' � June 28, 2010 AUG 19 2.010 Adapt Project No. OR10- 16454 -SRT ; ' ; ;r G;ASiON Clearwire c/o Powder River Development 17400 Upper Boones Ferry Road Portland, Oregon 97224 Attention: Mr. Matthew Carroz Subject: Soil Resistivity Survey Greton OR- POR424 -A 10250 SW North Dakota Street Tigard, Oregon 97223 Dear Mr. Carroz: At your request, a representative of Adapt Engineering, Inc. (Adapt) visited the above referenced site on June 24, 2010 to perform soil resistivity testing. Three surveys were completed, at the approximate locations and orientations described in this report. We understand others will use these test results in their design of the antenna grounding system. We appreciate this opportunity to be of service. Sincerely, Adapt Engineering, Inc. D Daniel Watkins, P.E., G.E. Geotechnical Engineer Attachment: Soil Resistivity Test Results Adapt Engineering, Inc. Methods: The resistivity survey was completed using the Wenner Four - Electrode Method and the Nilsson Model 400 Soil Resistance Meter. The Wenner Four - Electrode Method requires that four metal electrodes be placed in a straight line, equal distance from one another. Each electrode is driven 12 inches below ground surface at 5, 10, 20, 30 and 40 -foot spacing intervals. A current of known amperage is subsequently circulated into the soil through the end electrodes and the resulting voltage drop between the inner electrodes is measured, yielding the resistance (in ohms) of the soil. The correct unit for resistivity is the ohm - centimeter (0 -cm). The following equation is used to calculate the resistivity (0- cm ). p = 191.5 aR Where: p = soil resistance in ohm -cm (0 -cm) a = electrode separation (in feet) R = resistance measured in ohms (0) This method is in general accordance with ASTM method G- 57 -95a (IEEE Standard 81). Site Conditions: Three equally spaced electrode arrays were established on the host parcel near the proposed lease area based on drawings provided by Powder River Development. One array (Area #1) was configured along an E -W axis approximately 3 feet from the north side of the building. The second array (Area #2) was configured along a N -S axis behind the east side of the building. A third array (Area #3) was configured along an E -W axis approximately 15 feet from the north side of the building to confirm the readings of Array #1. The proposed lease area is located in a vacant level area on the north side of the existing building. The lease area is level and covered with grasses, blackberries and gravel. We were able to get the full 40 foot spacing for Area #1 and soils consisted of dry to damp gravel. Area #2 was restricted to 20 -foot spacing (60 feet total length) due to the restricted width behind the building and the soils consisted of damp silt. Area #3 was restricted to 30 -foot spacing (90 feet total length) due to the blackberries on the north side of the building and the soils consisted of dry gravel and silt. Clearwire c(o Powder River Development June 28, 2010 Adapt Project No OR10 -16454 Page 2 Soil Resistivity Survey Results Site Name 8 Address: — — - ;I Greton OR- POR424 -A, 10250 SW North Dakota Street, Tigard, OR 97223 Company Performing Test (Include Name of Person 8 Date): Adapt Engineering, Inc., Dan Watkins, 6/24110 Test InstrumentjModel #, Serial #, Date of Last Calibration): Nilsson Model 400 Soli Resistance Meter, #4 -6947, Calibrated Jan. 2010 Areas to be Measured Data Recordings Distance Between Test Rods in Feet I 5 10 20 30 40 Area 1 Measured Resistance (0): 7.1 3.8 2.1 1.9 1.7 _ Calculated Resistivity (0 - cm): 6,798 7,277 8,043 10,916 13,022 Area 2 Measured Resistance (0): 8.0 2.5 1.3 N/A N/A Calculated Resistivity (0 -cm): 7,660 4,788 4,979 Area 3 Measured Resistance (0): 14 3 2 1 N/A Calculated Resistivity (0-cm): 1 t, 13,405 6,320 6,128 6,320 Area 4 Measured Resistance (A): - - - - - Calculated Resistivity (0 -cm): :I - - - - - Additional Site information Description of Soil as Seen as Site: ;; Silt and Gravel ,I Soli Condition (Wet, Damp, or Dry): !; Damp to dry Earth Condition (Good Clay Earth, Sandy Soil, Solid Rock, or High -Rasa Site): , Silty soil If High -Rise Site, record main water line material (copper or Iron) & distance line is from circumference (in inches): N/A Weather for Last 7 Days (Last 3 Days Must Have Been Clear & Sunny): At time of survey: clear, 75° F • p • . . , ° ITEM NO. FEATURES UNIT WEIGHT ID REOD WEIGHT (LBS) (LBS) 1 1 SECTION A VALMONT S -22 0.375" THK (A572 GR65) 4.382 4,382 2 1 SECTION B VALMONT 5 -22 0 313" THK (A572 GR65) 3,226 3,226 3 1 SECTION C VALMONT S -22 0 188" THK (A572 GR65) 1,291 1,291 4 1 BOTTOM CAGE PLATE 82 82 5 12 2.25" ANCHOR BOLT, LENGTH= 7.00' A615 GR75 112 1.340 6 1 BASE PLATE VALMONT S -11 3.000" THK (A572 GR25) 1,066 1.066 7 1 13' LOW PROFILE PLATFORM 1,334 1.334 - - _ - - 8 1 13' LOW PROFILE PLATFORM 1,334 1,334 9 3 T -ARM, 3 FT STAND -OFF, 13 FT CROSS -ARM 226 678 100 0.00" _ _ ..7. . 7i �C • = - = 0 1 TOP CAGE PLATE (REMOVE BEFORE SETTING POLE) 109 109 1 SAFETY CLIMBING CABLE (LENGTH = 90.00') 84 84 98'- 0.00" ' - - 3 GROUNDING LUG 2 6 GALVANIZING 206 206 ® 87 STEP AND CLIP (VALMONT STANDARD) 1 44 10 3 HAND HOLE STD (9" x 24 ") @ 0 °. 120 °. 240° 48 144 11 3 HAND HOLE STD (6" x 18 ") @ 0 °. 120 °. 240° 18 54 n n n n 12 3 HAND HOLE STD (6" x 18 ") @ 0 °, 120 °, 240° 18 54 II II II II 0 13 3 HAND HOLE STD (6" x 18 ") @ 0°, 120°, 240° 18 54 ❑ 1 POLE CAP 18 18 90'- 0.00" - -= P:===.9. u U I u U 88'- 0 00" OD HOLE n n (INCHES) Typ l COORDS 14.13 " I� n n i Hk 02.63" HOLE II II II II 0 X -COORD Y -COORD (12 REOD) 21.02 0.00 O 80 0 00" (I 6p__- = -9k --1.iLIP= =_ = =9• 18.20 10.51 O O 4111 U U U U 10.51 18.20 78'- 0 00" 0.00 21 02 O ® 8.47" X TYP 0, -- P 48.78" O 0 �r o 5 TYP ��, o C � -C-13 R2.00" o 0 0 (2 REDD) - 4 f 0 R12.00" 5. NOTES: (2 REDD) (� 1. BASE PLATE THICKNESS = 3.000 r' a_D 2. BASE PLATE ALLOWABLE STRESS (KSI) = 25 DESIGN LAP SPLICE 46.00" 3. VENT AND DRAIN HOLES PROVIDED i1__1 - -II .Q 4. MAXIMUM BOLT CIRCLE DIAMETER = 42.04" , 5. MAXIMUM CAGE TEMPLATE DIAMETER = 48.04" '! :_ BASE PLATE / ANCHORAGE CHARACTERISTICS NOTES: 1 FACTORED REACTIONS FOR FOUNDATION DESIGN. MOMENT = 14.303 IN -KIPS SHEAR = 15,357 # VERTICAL = 19,425 # 2. GALVANIZED PER ASTM A -123. 3 DESIGN CRITERIA: ANSI /TIA 222 -G ADDENDUM 2 4. THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADING EXPOSURE CATEGORY = C STRUCTURE CLASSIFICATION = 2 TOPOGRAPHY CATEGORY = 1 EARTHQUAKE SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS Ss = 1.09 EARTHQUAKE SPECTRAL RESPONSE ACCELERATION AT ONE SECOND 51 = 0.60 EARTHQUAKE SITE CLASS = D WIND LOAD CASES ARE BASED ON 3 SECOND GUST AND 50 YEAR WIND RETURN PERIOD A CASE 1: WIND = 95 MPH WIND SPEED B. CASE 2: WIND = 40 MPH ICE AND WIND SPEED 0 DESIGN ICE THICKNESS = 1.50 INCH C. CASE 3: WIND = 60 MPH WIND SPEED D EQUIPMENT MTG CENTROID WITHOUT ICE WITH ICE HT. HT. EPA WT EPA WT DESCRIPTION (FT) (FT) (FT **2) (LBS) (FT * *2) (LBS) 6 -PANEL (4' X 1' X 3 ") 100.00 100.00 18.54 240 31.26 2286 6 -2' SOLID DISH(18GHZ) 100.00 100 00 34.92 858 60.06 2220 3 -T -ARM, 3 FT STAND -OFF, 13 F 100.00 100.00 8.13 678 18.12 2256 12 -PANEL (6' X 1' X 3 ") 90.00 90 00 60.00 864 94.56 6636 1 -13' LOW PROFILE PLATFORM 90.00 90.00 14.96 1334 30 92 3329 12 -PANEL (6' X 1' X 3 ") 80.00 80.00 60.00 864 94.20 6552 1 -13' LOW PROFILE PLATFORM 80.00 80.00 14.96 1334 30.77 3298 5 FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT (UNLESS NOTED OTHERWISE) DESIGN LAP SPLICE = 55.00" AUG 1 3 2010 .. \) PRo� ' 6 82 E r f 1 _p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ '4 `: d4. ob s � CN .. cn cn cn li. cn 5 m T. 3; ,u) p, CO E g z „ c.\-,-- )-3 + h I'Y .7 A 0 ® g a a . B'- 0.00" I = t = 0 C) E 0 3 �, o 0 a. a; a s ® m 10 ?� - c o m 4 O ic VI g -' ® 3 `� 0 ® o fit B 9 2 %• 3 . = y m -, ° •N 3 0 C ( � a 0 0 � .9. co c 0 ( OF BASE PLATE) '7.2 C , 3 0 0 % ® y @ 5 O Q. 0 m m 0 4 SECTION IJF RMATION C O ITEM ID LENGTH _ BASE OD T OD THK MAIL ORDER N PROJECT F ID SCALE DATE ENGR 1 35'- 0 00" 35.00" 2 .58" 0 375" A572 65 KSI 130952 06044 13 952 NONE 08/13/10 CW131 Va1fnont 2 38'- 7.00" 29.18" 21.00" 0 AS K �- r- ��*� -� -- ��..�Y• �a vCz,niATION 3 34'- 10.00" 22 19" 14.80" 0.188" A572 65 KSI CLEARWIRE 100' POLE, SITE: GRETON, OR- POR424 -A 130 s.s' GENERAL NOTES: DRILLED PIER ----4.-B 1.Prior to excavation, check the area for underground facilities. ANCHOR BOLTS 2.A11 reinforcing shall be deformed bars conforming to ASTM A615 (SEE SECTION A -A FOR DETAILS) , Grade 60 (60,000 psi min. yield) and shall be provided by the 5.5' 0 foundation contractor. I 3.A1l concrete shall have a minimum compressive strength of 3000 1 ' ' psi a 28 days. The requirement for the concrete shall be as given in the 1 ( A • ♦ A ACI °Building Code Requirements for Reinforced Concrete °, ACI 318, the (r �I )� I� ■ latest edition. W111 1 (�Ie [pjlei CAP 0.5' II. ! I 1 4.Trowel top of pedestal smooth. • I (� ) � ,,� f___ -44 5.Steel reinforcement inforcement and concrete should be placed immediately upon completion CONCRETE PIER 1' ,i: ( I / I of the pier excavations. Contractor shall not allow a cold joint � �Ir�P1i ��,� to form in the pier. Portion above grade should be formd. 1 Temporary casing my be required to prevent caving prior to • REBR TIES 12 ON CENER _ 12 -2.25° DIAMETER X 84° LONG concrete placement. Bottom DOUBLE AT 1 KITH ANCHOR BOLTS ON A 42.04° BOLT 6.The g round water was encountered at 16' below grade during boring. 4 Template 'j' I' 1 ON BOTTOM 9 late �l C CIRCLE MATCHING PROVIDED TEMPLATES 7.Concrete is assumed to weigh 150 pcf. t C I 8.Estimated concrete volume • 24.7 cubic yards total. i L--- . B 9.Design Based on the following loads from installation drawing for j 28' order No: 130952. VERTICAL REBAR �' l i FOUNDATION 4 ANCHOR BOLT LAYOUT PLAN Factored Moment • 1192 PT -KIPS (NO SCALE) Factored Download • 19.4 KIPS Factored Shear • 15.4 KIPS CENTER THE CAGE IN �', 10. Reference: Adapt Project No. OR10 16454 - GEO, dated 6/28/10. THE DRILLED PIER i"' I�' 11. Concrete shall be placed using a tremie to the depth indicated on the �'i 30 #4 BAR TIES, 12° OC, 2 ON TOP, 1 ON BOTTOM 12 . Anchor bolts to be ASTM A615, Gr. 75 ksi. i 13. Ref Soils Report for installation recommendations. 18 EQUAL SPACED #10 VERTICAL BARS • SECTION B -B PIER ELEVATION 27' 6" (NO SCALE) • Reinforcement Steel Schedule Total Total 11.00° Anchor Bolt Projection VERTICAL REBAR GEOMETRY Rebar Rebar Bar Length Bar Weight Weight BAR - Type size Spacing (ft) lb /ft (lb) Qty ANCHOR BOLT LOCATION TEMPLATE 1 Vertical #10 EQUAL 27' 6• 4.3 2129 18 CHAMFER 1" • 2 _ Ties 94 12• 15'- 3 5 /8• _ 0 67 308 30 . . 410 TOTAL STEEL WEIGHT FOR COMPLETE FOUNDATION INSTALLATION • 2436# i MI III SECTION C -C �� PIER REBAR LAYOUT 44 REBAR LAP SPLICE TABLE Ref. ACI 318 -95 (NO SCALE) Rebar Rebar cowcRers VERTICAL 4'- 6" Size Grade STRENGTH REBAR AUG 1 3 2010 PSI OVERLAP R 2" #10 60 3000 57• P p. C� NOTES: Splicing is an alternative to specified material listed in rebar schedule. �, V 1 /�rs Ni Where vertical bars are to be spliced, splices should be staggered. SECTION A -A TYP \ J . �� 76 L`{�) I ANCHOR BOLT ELEVATION LI,: �` � / GRADE 60 REBAR TIES HOOK GEOMETRY (NO SCALE) C 6 2 Lam // 3" Min Rebar ASK # 6db. •• 4db• Note: 6'7CTEME CARE SHOULD BE TAKEN TO INSURE THAT ALL / Size Min Length Nominal Radius BOLTS ARE LEVEL WITH RESPECT TO EACH OTHER { /� #4 11 - 97204 3• M111 R 2• TO ENSURE ADEQUATE NV[ ENGAGEMENT d O � ON b � REBAR TIE GEOMETRY • db • Bar Diameter -rj ?ry l 922 J� •• Refers to (UBC -1997 1921.2.1.7) Stirrup hook detail 6db Sin min. . s �n Pl`..11 VJ "G' '. V.: (NO n m 3s7s 25rH STREET SE Rev Description Date By /Ck _ Q�ot � 7 5 575 OR 97302 m =ASS NERNISB NOTED MAIN (503) 363 -9267 EXPIRES: _i ] TO LE T A IN 1INCHES B LBR B A MI CROFLECT FAX (503) 316 -2040 ■ AR 0• x X /x• - ! 1 /B• By: CWB DRILLED PIER FOUNDATION LAYOUT X x /X° 1 /B- :1/16" Check: CWB wig CUSTOMER: Clearwire 0" - : I/16" Date: 08/13/10 SITE: Greton, OR - POR424 - 1 ANALYSIS VERSION: 1.15 S.0.8130952 SIZE - B DWG NO.B 130167 (Shoot 1 of 1 PROPRIETARY INFORMATION e / clear w r e® � CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. 1 �„� � �A ANY USE OR DISCLOSURE OTHER THAN THAT WHICH 4400 CARILLON POINT • • C I ear � RELATES TO CARRIER DISCLOSURE O S IS STRICTLY P WHICH ED. KIRKUWD, WA 98033 T 1:f.y \ V 1 'jti ta s 7 ^.4 PACIFIC TELECOM SERVICES, LLC 114 Nov 4n..•. 2.. WI. 400 �_ :� n 1� _ 042-2 0 0104 —, �e ' + d - � i Prom Me) 042-2540 r•,. (704) 403-4051 IL- I' � g I.�I Jf :iiii;RETON U 0,1 '' AUG 19 2010 ‘ ,4 013 '� OK POf424 — A tti `� riN - T,'•+ n - CHA RD B HAL a 10250 SW NORTH DAKOTA STREET �;1 ' N' ? i ° ,t�L)LO 1 ,--.. 4 4;2 TIGARD, OR 97223 U!R_ '1 � C: DiV1SION , OR 97223 c s 5 / W e PROJECT INFORMATION VICINITY MAI' DRAWING INDEX LEGAL DESCRIPTION 1:?,,,. i O (0 '_ r. 5 v S L EW ' : SHEET 'DESCRIPTION PART OF SE CTION 35, TOWNSHIP 1 SOUTH. RANCE 2 WEST. CLEARWIRE PROPOSES TO CONSTRUCT AN UNSTAFFEO TELECOMMU EXPI RATiONDATEOFTHE PR(> IFf T DESCRIPTION; I e ▪ ; • y }t \ I ; �= SN = i S1= OF THE WILLAMETTE MERCIAN. IN THE COUNT OF • NK:4TIONS FACKRY CONSISTING OF (3) PANEL ANTENNAS. .. • a . \j�V '� •j T -1 TIE SHEET WASHINGTON AND STATE OF OR, DESCRIBED AS FOLLOWS: LICENSE: 06/30112 E ' / L`SVC-ITORW00d- (3) FUTURE PANEL ANTENNAS, (5) MICROWAVE DISHES. AND (6) DAP UNITS MOUNTED ON A PROPOS 0 100' -0' AGL �! r : � .� LIAPS18lE STEEL MONOPOLE WITH EQUIPMENT CABINET MOUNTED ON A CONCRETE SLAB NEAR BASE OF MONOPOLE �L ;� `. G -1 GENERAL NOTES BEGINNING AT A E R O F THE JOHN 3894.29 FT. WEST OF THE MINN A PROPOSED 26' -0• X t4' -0• FENCED COMPOUND. ORTHEAST CORN a` Crecnr.aV Part (^ �t �`_�( ?��`�,, C - 1 SITE SURVEY (BY DINERS CORNER OF L HICKUN DONATION LAND CLAIM, SAID POINT BEING 50 FT. WESTERLY OF, WHEN I Si MEASURED AT RIGHT ANGLES T0, THE ORIGINALLY LOCATED _ e' :� N C -2 SITE SURVEY (BY OTHERS) I r} aT CENTER UNE OF THE SOUTHERN PACIFIC COMPANY'S R.O.W.; APPLICANT; PROPERTY OWNER: - -•+ a `_ A - OVERALL SITE PUN THENCE. S1r30'30 PARALLEL WITH THE C.L OF SAID 4400 CARILLON LLC 10250 SW 1NVESTUEM U.0 1' ■Y •— • '; '- C� �i R.O.W.. 207.49 FT. TO A POINT 35 FT. WESTERLY OF. WHEN 4400 CARRION PPOINT 10250 SW NORTH DAKOTA \COOOTIWOOd ■ f .' ,' � I��, ' 1 , g 1k IJn'J' A -2 SITE PUW MEASURED AT RIGHT ANGLES TO. THE LOCATED C.L OF THE KIRKlAN9, WA 88033 C GARD. 1 I ■ 1' Q R• y L- I I' A - ENL ARGED SITE PLA AND ELEVATION OREGON ELECTRIC RAILWAYS CONNECTION TO THE SOUTHERN CONTACT: MICHAEL BACON CONTACT: 6 3 9 -8 -E L PASCUZZI , _ ' 1 i ' • ,1 ' - -- % * -- I ) PACIFIC COMPANY'S TRACK; THENCE• ALONG A UNE P (503) 639-8891 'S — J A -4 EQUIPMENT OETARS pARµLEL WITH THE 35 FT. WESTERLY FROM THE CENTER PH: (5173) 975 -9394 ij'` ' '� — I) h DI ) L-Y I I lJ u 1 • � f A -9 FENCE oETAOS LINE OF SAID CONNECTION AS FOLLOWS. ALONG CURVE TO W S g + 1 I I A -6 COAX DETAILS THE RIGHT (TAD 783.64 FT.) (THE CHORD OF WHICH BEARS IX CODE INFORMATION: (n /SITE I sorse'3o'E, 227.e2 FT.) TO A POINT: THENCE, ALONG A < N ZONING CIASSIFIGTION. 1 -P/ INDUSTRIAL PARK CONTACT: MATT CARROZ I ' 1 � - I : I I I _ A -7 CONSTRUCTION DETAILS CURVE TO THE RIGHT (RADIUS 1257.57 FT.) (THE CHORD PH: (916) 412 -9686 1 J .__- _ - J _. -- - 31 N- Noi1h- 17 . — -- OF N79CN BEARS 506'02'101Y, 72.56 TO A POINT; THENCE + < " ;•;SW_NOL1h:0aKGla =SL. -- - - -\ �- _ � 5 I I RF -1 RF INFORMATION AND DETAILS LEANNG SAID PARALLEL UNE, WEST 43.93 FT. TO A POINT O R N BNLDWC CODE: 2009 IBC ' I ) f \ I IN THE WEST UN OF THE PAR CEL O L AND CONVEYE TO F n S ITE ACQUISITION; r e t - -� 1 RF-2 SWEEP LEST �C CONSTRUCTION TYPE: 9B ' n I , I L I ;; f Tigard C \ ` c. 1 c_ THE BEAVERTON AND WILLSBURG RAILROAD COMPANY BY -�•• < rn OCCUPANCY: S -2 CONTACT: KEITH PHILLIPS i U — ! L. J 7 _ I I 0� E -1 GROUNDING SCHEUAT PH: (360) 808 -8575 c C THE ONESIMEM CO. BY DEED DATED SEPr. IB. 1807 AND 1 ... . / ' g E -2 GROUNOING DETA RECORDED NOV. I. 1907. IN DEED BOOK 77. PAGE 361, I = p cr JURISDIG710N: CITY OF TICARD T ' � 1 J ; a RECORD OF DEEDS OF SID WASHINGTON COUNTY; THENCE r 1 , O • PFRMITTINC; 1- CURRENT USE: fEIFCOMMUNICAr10N5 FACILITY 1 E -3 ELECTRICAL DETAILS N ALONG THE W UNE Oi SAID PARCEL OF LAND. 49SA FT. r.rr = CI D I ( I �4 a �" TO THE NW CORNER OF THE SAID PARCEL OF LAI ) 0 PROPOSED USE: TELECOMMUNICATIONS FACILITY CONTACT: STEVEN W. TOPP, ACP z I r • .1 I •1p;, ESC -1 EROSION CONTROL PLAN THENCE EAST ALONG THE NORTH UNE OF SAID PARCEL O c2 Z PM: (503) 706 -7337 - -' - - ' SW_Tig]Id =SIJ = -" -- — — ...:,_ ` , � L:.. I =_.•_--- E SC -2 EROSION CONTROL DETAILS 14 NOTES LAND 353.49 R. TO THE POINT OF BEGINNING. � O N F • i } 1! 1 0 (dm vERIZON CONSTRUCTION COORDINATOR; 4 LL - - Z ° I CO R OB ANGLE N PH: (800) 463 -4L100 Li ` J' � .' > } I1 L_ - u NOTES O PH: (503) 269 -5866 ; 1 ; '� POWER COMPANY; c \ : ` �( r ■ BH ENGINEER; _ - / 1. (6) RUNS OF FIBER CABLE AND (5) RUNS OF 1 /Z' POE (503) 228 -6322 CONTACT: DONN- ow _. ` $+.Y_Ketheane _SI � _ .- ( COAX TO BE INSTALLED TO INTERIOR OF TOWER PH: (503) 750 -9870 llll — � I�I ANTENNAS L, . 0 � � r V y ; � 77 r. MATCH PROPOSED NST MONOPOLE HARDWARE TO BE P E PANTED TO SITE LOCATION: (BASED ON NAD 83); RF ENGINEER; vs CO . " B � 4 _ '. LATITUDE: 45' 26' 18.03' N NTACT: AO AARON won TOP O ST ,2: 4° 36.31 W PIS (971) 226 2626 DRIVING DIRECTIONS ABBREVIATIONS TOP OF ST ITT ACL 100' -O BASE OF STRUCTURE AMSL• 170' -0 FROM PORTLAND INTERNATIONAL AIRPORT: A/C AIR CONDITIONING NOR HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROM PROJECT PARCEL NUMBER(S); HEAD SOUTHWEST ON NE AIRPORT WAY TOWARD NE MR CARGO RD. TAKE THE RAMP ONTO 1 -205 S. TAKE EXIT 219 TO APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY R273402 MERGE ONTO 1 -84 W /US -30 W TOWARD PORTLAND. TAKE THE EXIT ON THE LEFT ONTO 1 -5 S TOWARD HVAC HEATING PT PRESSURE TREATED BEAVERTON/SALEM, TAKE EXIT 294 TOWARD OR- 99W/TIGARD /NEWBERG. MERGE ONTO SW BARBUR BLVD/OR -99W S H BLDG BLOCKING V ENTILATIO aNWC RE REQUIRED REVISIONS CONTINUE TO FOLLOW OR -99W S. TURN RIGHT AT SW GREENBURG RD. TURN LEFT AT SW TIEDEMAN AVE. SLIGHT RIC AREA OF PARCEL AT SW NORTH DAKOTA ST; DESTINATION mLL BE ON THE LEFT. CLr CQUNG ID INSIDE DIAMETER RO ROUGH OPENING NO DOTE tE DESCRIPTION ua1IAt 241.224 S.F. (5 54 ACRES) CLR CLEAR IN INCH I m - a.N 441.1040 mama 00a=0 RJR CONC CONCRETE INFO INFORMATION SIR SHEET 2 02.1.0 104¢ m1a:TATa4 DIRR761 AN CONST CONSTRUCTION INSUL INSULATION SIM SIMILAR 3 n - ISn RY97 On 00IDAm. 94n44 .JIM CONT CONTINUOUS IM INTERIOR SPEC SPECIFICATION . m-IISR m�Mtmm![9 RN PROSECT AREA; IBC INTERNATIONAL SF SQUARE FOOT 392 S.F. LEASE AREA 081 DOUBLE GENERAL INFORMATION BUILDING CODE SS STAINLESS STEEL . 1. PARKING REQUIREMENTS ARE UNCHANGED. CA DIAMETER STL STEEL D STRUCTURAL I AG DIAGONAL LBS POUNDS STRICT SUCTURAL 2. TRAFFIC IS UNAFFECTED. ON DOWN STD STUD J. 51GNAGE IS PRPROPOOPO . GET DETAIL MAX MAXIMUM SUSP SUSPENDED - • DWG DRAWING 11EC4 MECHANICAL APPROVAL DATE SIGNATURE MIL METAL THRU THROUGH EA EACH MFR MANUFACTURE TANG TINNED ELEV ELEVATON MGR MANAGER TYP TYPICAL NOT FOR CONSTRUCTION UNLESS PROJECT l I AM CLEARW CO ELEC EQU ILL MSC MISCELLANEOUS WM UNLESS NOTED OTHERWISE LABELED AS CONSTRUCTION SET LANDLORD: EQUIP EQUIPMENT PROJECT ARCHITECT PROJECT CONSULTANT CONST: EXI EXTERIOR NA NOT APPLICABLE VERT VERTICAL SHEET TITLE MC NOT IN CONTRACT VIF VERIFY IN FIELD RICHARD B. HALL. ALA POWDER RIVER SA: FIN FURSH NTS NOT TO SCALE TITLE SHEET , PACIFIC TELECOM SERVICES. U.0 DEVELOPMENT SEFMCES. sic FLUOR FLDURESCENT W/ WITH 568 FIRST AVENUE. S., SUITE 650 17400 SW UPPER BOOTIES FERRY RD R.F.: RR FLOOR CC ON CENTER W/0 WITHOUT • SEATTLE, WA 98104 SUITE 270 ZONING: FT FOOT 0D OUTSIDE DIAMETER WP WATER PROOF CONTACT: 7 P�UL DANNEBERC PORTLAND, OR 97224 ME: GA GAUGE SHEET NUMBER GALV GALVANIZED EMAIL: POANNEBERGpPTSWA.COU CC GENERAL CONTRACTOR B.H.: GRNO GROUND REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED GYP BO GYPSUM WALL BOARD T-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAT THAT W19CH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. GENERAL NOTES: PROJECT NOTES: ELECTRICAL NOTES: GROUNDING NOTES: 1. ALL CONSTRUCTION MD MATERIALS SHALL COMPLY WITH REINFORCED CONCRFTF: I. ALL ELECTRIGLL WORK SHALL CONFORM TO THE I. AN ANTIOXIDANT COMPOUND SWILL LL BE APPUEO TO A clear Y tl e r e R THE 'INTERNATIONAL BUILDING CODE 2009' AND CRY OF REOuIRDTENTS THE NATIONAL ELECTRICAL CODE EXTERIOR. ABOVE GRADE. MECHANIC, GROUND 0 CODE. SHALL MEET OR EXCEED THE STRICTER OF R -1. CONCRETE: ALL CONCRETE WITH SURFACES EXPOSED (NEC) AS WELL AS APPUCABLE STATE AND LOCAL CONNECTIONS. APPAPPLICABLE ,n, BIE COUNTY CODES AND REGULATIONS, LATEST TO STANDING WATER SMALL BE NR- ENTRNNEO CODES. EDITIONS. WITH AN NR- ENTRAINING AGENT CONFORMING TO 2. CONTRACTOR SHALL SUPPLY ALL MATERIAL. LABOR. AND ASTM C260. C494. AND 0618. TOTAL AIR 2. ALL ELECTRICAL ITEMS SHALL BE UL APPROVED OR USTED EQUIPMENT NECESSA FOR A COMPLETE SYSTEM AS 4400 CARILLON POINT ` 2. ANTENNAS. CA BINETS AND COAXIAL CABLE SHALL BE CONTENT FOR FROST - RESISTANT CONCRETE SHALL AND PROCURED PER SPECIFICATION REQUIREMENTS. INTENDED HEREIN UNLESS OTHERWISE NOTED. KIRKUIND. WA 98033 PROVIDED BY CLIENT. CONTRACTOR SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE COORDINATE SCHEDULE OF OELNERY TO AVOID DELAYS. INTERNATIONAL BUILOWG CODE. EXPOSED 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL 3. AU. EXTERNAL GROUND CONDUCTORS SMALL BE /2 GE TO ALL UTILITIES, LAND. DRIVEWAY AREAS. AND CONCRETE SMALL NAVE A WMPRESSIYE STRENGTH DESCRIBED BY ORA'WNGS AND SPECIFICATIONS. AWE, BARE. SouD, TINNED COPPER UNLESS 3. DAMAGE TY OF OTHERS. DISTURBED DURING A R SPECIAL OF 3000 PSI AT THE END OF 28 DAYS. NO INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE. OTHERWISE NOTED. PROPERTY RI ME ORIGINAL SPECI INSPECTION IS REQUIRED FOR 3000 PSI OPERATING AND APPROVED ELECTRICAL SYSTEM. a CONSTRUCTION. OT SHALL BE RETURNED CONDITION IO AT THE COMPLETION BE OF WORK. INSTALLED SOLELY TO SATISFY EXPOSED 4. ALL GROUND CONNECTIONS SHALL BE MADE WITH CONCRETE REQUIREMENTS. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS. AND EXOTHERMIC WELD PROCESS UNLESS OTHERWISE • • 4. COMPACTOR SHALL COORDINATE WITH NE LOCAL POWER IS RESPONSIBLE FOR OBTA LNG SAID PERMITS. MID NOTED OR APPROVED. ALL CONNECTIONS SHALL BE TELEPHONE UTILITIES, AND THE CONSTRUCTION AND • PREPARATION. TESTING. AND PLAC ING OF CONCRETE COORDINATION OF INSPECTIONS. MADE AT DESIGNATED LOCATIONS ON THE MANAGER TO CONFIRM THE SOURCE OF SERVICE PRIOR AND REINFORCEMENT SMALL BE PER ACI -318 EQUIPMENT. PACIFIC TELECOM SERVICES. TO INSTALLATION OF CONDUITS. BUILDING CODE REQUIREMENTS FOR STRUCTURAL 5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHALL COOMPLY LIPLT WIN ASTM A6155. . CONCRETE. LATEST EDITION. RUN IN EMT OR SCHEDULE 40 PVC (AS PERMITTED BY 5. EXACT LOCATION LLC OF GROUND RODS AND GROUND s4a n.,1 ...,,,,. a.. a ". 450 5. FOR CLEARWIRE PROJECTS WHERE THE SITE SUPPORT CODE). CONNECTION POINTS SHALL BE DETERMINED IN THE L w Lam., .. w4. 5111 CABINET IS ANCHORED TO A CONCRETE SLAB ON R-3. REINFORCING BARS SWILL HAVE A MINIMUM H ALO FIEND, ADJUST LOCATIONS AS RfOLARE MI TO KEEP Pna,v: MO 3n -sooa TA.• (2011) 505 - 1513 GRADE. EXISTING VEGETATION AND ORGANIC MATERWLS S 11 G Fy 80. PSI AND SHALL 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AN GROUND CONNECTIONS AS SHORT AS POSSIBLE (9' EXPOSED TO WEATHER SHALL BE IN WATER TIGHT MIN. BEND RADIUS AND 90 DEGREE MAX BEND SHALL BE REMOVED FROM THE PROPOSED CONCRETE GALVANIZED RIGID STEEL CONDUITS AND WHERE ANGLE). ALL BELOW GRADE GROUNDING SHALL BE PAD AREA FILL SITE TO DESIGN ELEVATION WITH R - {, PROVIDE MINIMUM CONCRETE COVERAGE FOR REQUIRED IN UOUID TIGHT FLEXIBLE METAL OR PVC INSPECTED AND APPROVED BY CONSTRUCTION _�T CLEAN. S /B' MINUS CRUSHED ROCK FILL. COMPACTED REINFORCING STEEL OF 3'. WHERE LOCAL CODES AND SITE CONDITIONS PERMIT. MANAGER PRIOR TO 86CIOTWNG. }� UNDER CONCRETE PAD TO OBTRN NOT LESS THAN 95A OF THE MODIFIED PROCTOR MAXI' J ORY OFSIGN; 7. ELECINSAL RUM ]HALL BE COPPER WITH TYPE AMOR. S. AU. GROUND COMPONENTS SHALL BE INSTALLED WITHIN um DENSITY FOR $DLL IN ACCORDANCE WITH ASTM 0557. TIMN, OR MIN INSULATION. THE CONFINES OF THE FENCED AREA. ANY u. 8 REGRADE AROUND PAD AS REQUIRED TO ALLOW MAXIMUM BUILDING • DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL METALLIC ITEMS WR1UN 6' OF THE GROUND RING MRF B BURRING CODE 2009. 8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY SHALL BE BONDED TO THE GROUND ANC. 3' OF PAD THICKNESS EXTENDING ABOVE GRADE. DEMARCATION POINT AND EXI STING METER SOCKET AS GROUNDING REQUIREMENT NOT SHOWN ON PLANS r• 40,-- D -2. EQUIPMENT CABINET LOADING PER CLEARWIRE LOCATED ON TAPS DRAWING IN PVC. PRINCE FULL ARE WAVEGUIOE HATCH COVER /PLATE, CABLE - ►- ,, ar 7. ALL WORK SHALL BE DONE SATISFACTORY IN A STANDARD EQUIPMENT. LENGTH PULL ROPE COORDINATE INSTALLATION WITH TRAYS, SUPPORTS, SERVICE PANELS. DISCONNECT •~ PROFESSIONAL MANNER SUBJECT TO UTILITY COMPANY. SWITCHES. MVAC UNITS ETC. THESE ITEMS MUST BE , W ST AN INSPECTION DURING RING THE CO CO NSTRUCTION AND FINAL D -3. DESIGN LOADS: OREGON STATE GROUNDED. APPROVAL BY THE CONRUCION MANAGER. . A ROD MPH WIND SPEED 9. RUN TELCO CONDUITS BETWEEN TS BETWEEN TELEPHONE U 3 SECOND GUST DEMARCATION POINT AND EXISTING TELCO CABINET AND 7. ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER ? 5088 B. ANY SUBSTITUTIONS OF MATERIALS. EQUIPMENT OR CATEGORY 2 IMPORTANCE FACTOR 1.0 CLEARWIRE CABINET AS INDICATED ON 1)415 DRAWING IN THAN IB' SMALL BE PROTECTED AND SUPPORTED ALTERATIONS FROM THE PLANS AND /OR SPECIFICATIONS EXPOSURE CATEGORY C PVC. PROVIDE FULL LENGTH PULL ROPE IN TELCO BY A 3/1' PVC SCHEDULE 60 CONDUIT SLEEVE SHALL BE APPROVED BY NE CONSTRUCTION MANAGER B. AU. OTHER LOADS ARE PER ASCE 7 -02 CONDOR. MOUNTED WITH CUC -STRAP SUPPORTS FROM 6' O LA 9. COLOR SELECTION SHALL BE COORDINATED WITH STRUCTURAL; 10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R BELOW FINISHED GRADE TO 6' FROM FINAL OF CONSTRUCTION MANAGER. ENCLOSURE. GDNNECnDN' EXPIRATION DATE OF THE S -1. OETAI, FABRICATE, AND ERECT AU. STRUCTURAL STEEL B AU. GROUND 8005 $HALL BE ORNEN SERAUGNT DOWN, LICENSE: O8, OI12 10. CONTRACTOR SHALL VERUY ammo CONDEONS, IN ACCORDANCE WITH ASC, SPECIFICATION FOR I1. IT IS THE GENERAL CONTRACTOR'S PESPON48LLRY TO AIT E ABL DIM ION DI/TENSIONS. AND BRING DISCREPANCIES TO THE DESIGN, FABRICATION AND ERECTION OF APPLY FOR COMMERCIAL POWER IIMEEOIATELY UPON PERPENDICULAR U PE TO LL BE SHALL BE PROVIDED GRADE. SUITABLE ON END OF RODS ATTENTION OF THE CONSTRUCTION MANAGER. STRUCTURE STEEL FOR BUILDINGS. RECEMNG AWARD OF BID. THE GENERAL CONTRACTOR PAN THEREAFTER. Of TO PREVENT N MUSHROOMING WITH GROUND DURING 11. CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY S -2. ALL STRUCTURAL STEEL WORN SHALL CONFORM TO THE IS REQUIRED TO KEEP ALL RECEIPTS FROM THE POWER INSTALINSTALLATION. LOCATOR FOR EXACT LOCATION OF EXISTING UTILITIES, MSC SPECIFICATION AND THOROUUGH GH CATION FOR STRUCTURAL STEEL FOR ANDP O DOCU E N APO OF M AW FOR P L' DISCUSSIONS 9 GROUND CONDUCTORS SHALL NOT COME IN CONTACT PRIOR TO COMMENCEMENT OF CONSTRUCTION BUILDINGS - AOWABLE STRESS DESIGN AND WITH THE POWER COMPANY THEREAFTER. ALSO, THE WITH THE SLAB OR TOWER EXCEPT AS DESIGNATED. ACTNITTES. CONTRACTOR SHALL VERIFY EXISTING PLASTIC DESIGN, SIN EDITION. GENERAL CONTRACTOR SQUALL RECEIVE IN WRITING ING FROM UEILRY LOCATIONS BY TEST PIT. AS NECESSARY. THE POWER COMPANY AS TO WHEN THE ANTICIPATED LOCATION OF UTILITIES SHOWN ON PLAN AS N ARE 5 -3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH TM PAVER CONNECTION WILL BE COMPLETE. IF 10. THE UTILITY NEUTRAL / GROUND BOND IS TO BE MADE APPROXIMATE AND FOR PUNNING PURPOSES ONLY. A53. TYPE E OR S. GRADE 8, Fy a 36 COMMERCIAL POWER 15 NOT AVAILABLE BY THE 'POWER IN THE METER OR MAIN DISCONNECT SWITCH. NOT IN ALL WIDE FLANGE SHAPES SHALL BE ASTM A992 COMPLETE' GATE AS CALLED OUT IN THE ATS. 12. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS GRADE 50. ALL STRUCTURAL SHAPES AND PLATE SPECIFICATIONS. A GENERATOR SHALL BE SUPPLIED ANTI FOR THIS PROJECT FROM ALL APPLICABLE SHALL COMPLY WITH ASTM N6. MNNTANED BY THE GENERAL CONTRACTOR UNTIL 11 . ALL EQUIPMENT SURFACES TO BE BONDED TO GOVERNMENT AGENCIES. CONTRACTOR SHALL BE COMMERCIAL LS OBTAINED. ALL COSTS ASSOCIATED WRAP GROUNDING T.0 SHALL BE STRIPPED OF ALL W RESPONSIBLE FOR ABIDING BY ALL THE CONDETIONS 5 -4. WELDING: ALL WELDING IS TO BE DONE BY THE GENERATOR WALL BE MUTUALLY AGREED UPON PAWS AND DINT, CONNECTIONS TO W METALS AND REQUIREMENTS OF THE PERMITS. PRE -OUAUFIED WELDERS HOLDING CURRENT BETWEEN THE OWNER AND GENERAL CONTRACTOR, IN SHALL EA ALL BE A TYPE AS TO NOT CAUSE A GALVANIC < rn K CERTIFICATE FROM A RECOGNIZED TESTING THE EVEN THAT THE GENERAL CONTRACTOR FAILS TO F R BONDIN REACTION AREA SHALL BE REPAINTED 1 r N 13. TOWER AND TOWER FOUNDATIONS A SHOWN FOR LABORATORY. ALL WELDS SHALL BE 3/18' TAKE THE NECESSARY MEASURES AS DESCRIBED HEREIN O O HI ILLUSTRATNE PURPOSES ONLY. MINIMUM FILLE WELDS U.O.N. ELECTRODES SMALL TO SECURE POWER FP/ THE POWER COMPLETION OATS. BE E7OXX. THEN ALL COSTS ASSOCLATED WITH THE GENERATOR '�' 14. CONTRACTOR SHALL NSR THE PROJECT SITE TO VIEW ALL SHALL BE BORNE BT THE CONTRACTOR. CONDITIONS PRIOR TO SUBMITTING BID. ANY CHANGES S -5, THERE SMALL BE NO FIELD WENDING. D DURING CONSTRUCTION VISUALLY ASCERTAINABLE PRIOR '- O TO SUBMITTING BID. CANNOT BE THE BASIS FOR A S - 8. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE CHANCE ORDER. NON EXPANSNE. NONMETALLIC GROUT WIN A O O CF MINIMUM 28 DAY COMPRESSNE STRENGTH OF Z Q 15. COAT ALL SURFACES WITH NO -OX WHERE DISSIMILAR 5.000 PSI WHEN TESTED IN ACCORDANCE WITH L. N 4E METALS CONTACT. ASTM CODE CIOB. FORMS SHALL BE PLACED AND THE STRUCTURAL V 16. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY GROUT SHALL BE POURED. NO DRY -^DUMP O COAX REELS FROM THE SITE UPON COMPLETION OF PACKING. r O THE PROJECT. S - 7. ANCHOR BOLTS AND ALL- THREAD RODS SHALL COMPLY WITH ASTM 638, UNLESS OTHERWISE NOTED. AU. OTHER BOLTS AND NUTS SHALL COMPLY WITH ASTM A325. ALL BOLTS SHALL BE HOT - DIPPED GALVANIZED. S -6. ALL EXPOSED STEEL SHALL BE HOT - DIPPED GALVANIZED AFTER FABRICATION PER ASTM 6153 OR 6123. 5 -9. APPLY TWO COATS OF ZINC -RICH RUST -OLEUM /2185 PAINT TO ALL FIELD DRILLED HOLES AND CUTS. GRID -GUARD EPDXY /5465 COATING SHALL BE APPLIED TO AU. AREAS WHERE GALVANIZED SURFACES NEED TO BE RECONDITIONED. INCLUDING ALL WELD AREAS. REVISIONS NO DATE DESCRIPTION INITIAL 1 0 - 25.10 PRN•TI ID6110DA IARX1 RJR 2 3).21 -10 nHAL COSINIKTOR 6••=3 WJR 3 21 -21-0 KIND TRY mITACIDI CUM WJR • W-Ih0 1550 (WA GSSLOIN ODDE3 RJR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G -1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. S TITLE COMMITMENT LEGAL DESCRIPTION) RAILS Part of Section 35, Township 1 South, Range 2 West, of the Willamette Meridian. In the County of Washington and state of Oregon. described SIS as follows: d� v �- `�� Beginning at a point 3694.29 feet West of the Northeast corner of the wireless broadband % I / / John I. Hicklln Donation Land Claim. said point being 50 feet Westerly wo Parr ewmras vm �y / S 1N N ORTH AKOTA TREET � ___ gZ 19'30 when measured of right angles to, the originally located center line x1/1/10. 11.00 aw swat / / / 1 �o of the Southern Pacific Company's rl ht of w Thence, South r m' (4 ) 1Ie -la a10"'00D \It L - - 1 9 aI. • \ \ i 1 7 \ \\ " East parallel with the center line of sold right of way, 207.49 ____-‘ - ( " \ \ , 1 1 y 1 1 _ feet to a point 35 feet Westerly ol, when measured at right angles to. -- / J i the located center line of the Oregon electric Railways connection to ) 1\ I x `. ('� the Southern Pacific Company's Track; Thence, along a line parallel \ l ' N`� J� \ \ \ 7t✓ 1 with the 35 feet Westerly from the center line of said connection ae 14 SiC , follows, along curve to the right (radius 783.84 feet) (the chord of which bears South 0358'0' East. 227.82 feet to a oint; Thence, \ i1. L TELE �1 + 1447 NO along a curve to the / \ _ / alon right (radius 1257.57 feet) (the chord of which l ►d ` ✓ Beare South 06 0210' West, 72.56) to o point Thence leaving sold COKSTRUCIIO r__„, / s • SEE PROPOSED CLEARNAR: \ \ \ \ 1 SITE BENCHMARK parallel line, West 430.93 feet to o point In the West line of the parcel a�� j BARRIE LEASE AREA r ` �, ` ELEVATION 180.64' of land conveyed to the Beaverton and Willobur Railroad Company by v 400 SO. FT. ,' \. EXISTING \ ` the Investment Co. by dead dated September 18 ms i ) 1007 and recorded ( SEE DETAIL 'A' � ` STR . RE ` November 1, 1907, In deed book 77. page 361 Record of Deeds of " • DiQI D • P CTIING '� �� \� ` said Investment County, Thence North along the West line of said N � '� pastel of land, 495.0 feet to the Northwest corner of the said parcel CA 9man A�odata / \ \.‘'‘‘ � of land; Thence East along the North Ilne of said parcel of land , . �� !SD 353.49 feel to the point of beginning. V 9 6 t it \ 360 -694 -6018 fax 360- 89 4-6225 1 SO \\� ` `1 q -a 'MISCELLANEOUS NOTES) PARENT PARCEL s %% I P PR0 AS 1. No.: I EXISTING 1 I n 1. The locations of oil utilities shown on the survey are from visible DOCUMENT NO. 95- 037912 4 'ThE ,,' su evidence only. 1 1 2. At the time of this survey there was no observable surface I nxAa. BY: PUE I RAI S to evidence of earth moving work, building construction or building 1 d' additions within recent months. L 3. At the time of this survey, there was no observable evidence of I CHECKED BY: ASH I • \\\ 1 the subject property being used as a solid waste dump, sump or sanitary landfill. 1 4. At the time of this survey, there was no observable evidence of any recent changes in street right -of -way lines either completed or SUBMITTALS 7 S.W. NORTH DAKOTA STREET proposed, and available from the controlling prlsdictlon. 5. At the time of this survey, there was no observable evidence of • any recent street or sidewalk construction or repairs. 6. The property Is designated by Washington County, Oregon as Tax 5 8, enc neceD cF_E, LDCA:,G. Lot 200, Map 1S 2 35CB. L 5/ :Enn5ED LE:SE aCEA i t, j ar „0 .} 7 E• /1 °.ED °LEE : : : .Lcc E; PROPOSED CLEARWIRE LEASE AREA I FLOOD NOTE I 2 )122/10 REV EED lE _eE_ STATE PLANE COORDINATES 472 SQ. FT. NORTH: 654359.32 POINT OF BEGINNING I 2n2itC ISAIEJ''c'+ Pe .1E4 EAST: 7816437.74 STATE PLANE COORDINATES By scaled mop location and graphic plotting only, the subject • NORTH: 654358.33 property appears to Ile entirely In Zone X according to the Flood THE INFOR`inTICN CON T. E1 N.0 1.1 EAST: 7616463.72 EXISTING Insurance Rate Map, Community Panel No 4102780509C, Effective PHIS S = T OF DCC 1PI CI•'S I NO211'25 "E STRUCTURE Date February 18, 2005. FF.O• °P.:ETI.�Y BY N1 IJ , t,Y STATE PLANE COORDINATES 12.00' S87'48'35 USE CENTER OF LSE CR DISCLOSURE GTI EP, i FI N 28.00' TH,. N: IC= RELIT =S TC NORTH: 854347.33 3 TOWER LOCATION CL -A RP Ch191T o ° 1C'LY g n EAST: 7616437.28 LATITUDE N 45'26'19.6' LONGITUDE: W 122'46'54.7- GRAPHIC SCALE N87'4B'35 "W N GROUND = 169.38' 6.00' e o STATE PLANE COORDINATES 50 0 25 50 100 150 NORTH: 854347.10 STATE PLANE COORDINATES EAST: 7618443.27 NO211'25'E + 4.00' �° N 8 ; 8.00' 20,00' r/ EAST: 76 M MI: - . '/ N8T48'3S "W S P E *ORDI RTES ( FEET ) 50 SCALE PLOTTED ON 11'X17" •ORTFj 654 9.11 / /// / 1 inch = 50 ft. 25 SCALE PLOTTED ON 24'X38" / / / CAST: 761 442 97 / gg / / / c .).. 1 f • •. n .1 --,0-g, ' e / / / 7 O ....°.� j� ,I . P . u.� • i � - PO uTLANO . / .1 t o r te U E ;, ,.., ,,,,... .,,• e C 1 q ' , e . T I ,. • DETAIL "A" � BEAVERT O N r 1 r , -' - 20 SCALE PLOTTED ON 11"X (SURVEY LEGEND) - . j ° - •.: •t ''-" " irrp_ - f r ' i. s' - r • ? ' 10 SCALE PLOTTED ON 24"x36• ," = _.�, �• = =s NORTH DAKOTA e I _ + l .& ,^ .e ", ,'°. i .1.. OR - POR424 Existing tree - , R ) '� ! -_ i . t' 11 . 1' ICLEARWIRE LEASE AREA LEGAL DESCRIPTION "- ' ncARD _ P' _ ''t t - I - . '' 1 . .. i:1 i ° A lease area within Section 35, Township 1 South, Range 1 Weet, Wlllomete Meridian, , Existing power pole a : X - , r' If:- i •�; . ..� • ,..,, I ' - .n . t ` " : 1 � 5 . NCzTI J ON �t �__T Washington County, State of Oregon, with the following description being referenced ® Existing telephone riser a:'_' `� • -_ ^ + i =' " °•• ' " . I ' lo G =S�. C +cGG� to Oregon State Plane Coordinate System N.A.D. 1983, Oregon North Zone: •± ,, - I * , 7 I f I . E •. ` r r , .�' Existing gaurdrall - • • •e creP5 ! ^ � q 1 , 1,• Y . Beginning at a point having Oregon State Plane Coordinates of 654358.33 North, - •r' S ' • . 'ELeapv.,•earts ! I ? '~ E 7616483.72 East; Thence South 0211'25' West, a distance of 20.00 feet to o point Exi fence Ij 1 S 1 ' - ' "".7.... ' ' 1 �? - y� I Sr. r TITLE' having state plane coordinates of 654338.35 North, 7618462.95 East; Thence North s 1 r - . - -.' f • "I I ,r 7 ° • `•• ° a "="') I' 1 ,, t . °'y • 87'48'35' West. a distance of 20.00 feet to a point hoving state plane coordinates 0 Site Benchmark • - P 6 t' I. -,.,./ t e - ' � • - I- ; 1 -t ,- SITE PLAN of 854339.11 North, 7818442.97 East; Thence North 0211'25' East. a distance of Elevation = 180.64 feet • • - -' i. r • r 1, • •/ ! , I - w : , • _ a 8.00 feet too point having slate plane coordinates of 854347.10 North, 7818443.27 0 (,),5;,V,7 f 0 • • ; o. f .. e • -, I f ` ,• . r'1 , East: Thence South BT48'35 East, a distance of 6.00 feet Existing wate valve j1 '; ' . t - +I to a point having state plane coordinates of 854347.33 North, 7616437.28 East; mil 1 1 - o ./ a S t "3, LANE OSV1E Go Thence North 0211'25" East a distance of 12.00 feet to a point having state plane tr Existing fire hydrant 4 _ • f: e , : - ? '• • � 1 1�' i a ✓' • 4 ' ; ' i •. . j - _ ' !f:' SEE 7 NL • . coordinates of 654359.32 North, 7816437.74 East; Thence . South 87'48'35' East, a f)IR Existing roll road crossing sign ( VICINITY MAP I distance of 26.00 feet to the point of beginning. NOT TO SCALE C - 1 (TITLE COMMITMENT LEGAL DESCRIPTION( Part of Section 35. Township 1 South, Range 2 West, of the Willamette Meridian. In the County of Washington and state of Oregon. described as follows � RAILS 6d Beginning at a point 3694.29 feet West of the Northeast corner of the wireless broadband John I. HIcklin Donation Land Claim. sold point being 50 feet Westerly GAUL* POW `�` o . of, when measured at right angles to, the originally located center line 1ee34440. 114901011311 eem e Southern Pacific Company's right of wa , Thanes, South TEL (4.73) 1116 -70X1 • 'o B.W. ( J / / NQRTN AKOTA STREET - L.--in—__ Y FAA (423) 213 -1303 ]D' East parallel wit the center line w said right of way, 207.49 / r / / ` / •` � of th of the to a point 35 feet Westerly of, when measured at right angles to, 1 l �� \� �� `\ \,„, ' \ �1 \ ' 1 -----j- �� the located center line of the Oregon electric Railways connection to ( I \ I _ 1 r r 1 \ \ with the 35 feet Westerly from the center Tina of sold connection as \ I l r / ' •. - � ��. � r t follows, along curve to right (radius feet) (the chord el of �� which bears South 8'3 ( Eau 227.82 feet) }feet to a point; Thence. S along g a curve to the a right (radius s ( 1257.57 feet) (the chord of whicic h —` � .- - O —r e_ie n 1 ( TELEPH ONE LASER the Southern Pacific Company's Track; Thence, along a lino parallel N0. 11447 bears South 08'02'10' West, 72.56) to a point, Thence leaving said + .sty 5Ey PROPOSED BAR —�� T \\\ISTE parallel line, West 430.93 feet to a point in the West line of the parcel / k BARRIE LEASE AREA \ \\ �i, \ .. 3 ' 1 aEVA1I0N e 160.84' , of land conveyed to the Beaverton and 11Tdleburg Railroad Company by APPROXIMATE / I u \\ goo s0. �T. r , , . ; the investment Co. by deed dated Septenber 18, 1007 and recorded LOCATION OF / { SEE O EfAa ' oa `t.< AOpU6f110N • ENGINEERING • PEA11(nINO • November 1. 1907. in deed book 77. page 361, Record of Deeds o d FANNO CREEK ) ' ' . Mantle E + said wWashington County, Thence North along the West Ilne of said (QRAPHICALY DEPICTED) D) passel of land, 495.0 feet to the Northwest corner of the said parcel C 51 805E and Associate*. ea of fond: Thence East along the North line of said parcel of land y�,� + 353.49 feet to the point of beginning. Yen<ouver. WA 98863 01 y (f 360 -894 -6019 kw 360- 691 -6225 PARENT PARCEL ` \ ` (MISCELLANEOUS NOTES' ExsnNC \� DOCUMENT N0. BB 037812 CTURE l • — \\(1' u 1. Tha locations of all ut8llies shown on the survey are from visible I O,. M) 1 \ ` ` surface evidence only. rva 2. At the time of this survey there wos no obseble surface evidence of earth moving work, building construction or building (uNnlc H PMII: I 3 At within months 3 Al the time recent of thla survey, there was no observable evidence of (cli[c1 [Ally: ASH I the subject property being used as a solid waste dump, sump or sanitary landfill. � 1 4. At the time of this survey, there was no observable evidence of recent any ,assn} nt changes in street right -of -way lines either completed or SUBMITTALS proposed, and available from the controlling )urlsdiction. 5. At the time of this survey, there was no observable evidence of any recent street or sidewalk construction or repairs. 6. The property is designated by Washington County, Oregon as Tax 5 s' iro ADM CFEE+ .eu.:::.N Lot 200, Mop 1S 2 35CB. - 5 :erisc3:e_E_ .+ =E_ 3 'c nsE; •_;E::; PAFCEL ( FLOOD NOTE 1 . 2 =e.:tE: LEASE :xE_ By scaled map locution and graphic plotting only, the subject 2,'v „ c• is: o =ce = e..E.. property appears to Ile entirely in Zone X according to the Flood THE INFORMATION CONT ^_'N =C IN Insurance Rate Map. Community Panel No. 4102760509C, Effective THIS SET OF OCCUMENTS I S Dote February 18, 2005. FROPR:E TARY Sr NATURE. ANY USE CR DISCLOSURE OTHER THAN THAT W!-ICN RELATES TO • C! EAP.W:RE IS STRICTLY ?YCN131TED. (SURVEY LEGEND) s Existing tree Existing power pole ® Existing telephone riser Existing gaurdrail Existing fence 0 Site Benchmark Elevation w 180.64 feet 1:41 Existing water valve J Existing fire hydrant NORTH DAKOTA I Existing rail rood crossing sign OR- POR424 R :0250 S.W NORT- =r.GT- Si1 -_ T TIG: -;C. CFEGC. GRAPHIC SCALE S TIT:_: 60 0 3 0 60 120 180 - - SITE PLAN ( IN FEET ) SFEET N.I. `"E =_R• 60 SCALE PLOTTED ON 11X17. • 1 inch = 80 ft. 3o SCALE PLOTTED ON 24'X36' . C -2 LEGEND _ SUBJECT BOUNDARY UNE clear W LEGEND . r e RIGHT -OF -way CENTERLINE 4400 CARILLON POINT \ \ - - RIG -OF LINE KIRKLAND. WA 9E033 S ADJACENT BOUNDARY LINE S. kI , ■ ' '\ SEC iIO AT. BREMOOAN UNE 0101' ,— C•• — [w — OtT_RHEAO PO:(ER UNE �� "-'...7 • , . ` • i u:i — L!Y — U> — BURIED Pf7h'ER UNE 7 BURIED Gas LINE (ADJACENT PARCEL =� _ + = A +— OvE4 EAD TELEPHONE LINE PACIFIC TELECOM SERVICES. , I ZONING: NUC ucr — L;+ — u:: — BURIED TELEPHONE LINE LLC ADJACFM P BURIED WATER UNE !6e nn+.,.... N e50 s.° ` ZONING: NUE 5..... •.• 90104 ,' , `\ — —S —S —S — 9UR•EO SANIt/LR'• SEWER pr... 006) 7U -9000 r•.: UM v0 / -DI) ADJACENT PARCEL ZONING: R - —I] —i] —i] — EURIED STORY. DRAIN , \ 1, __.--- __- _.________- _._._. COCA LL \E /FLOW LINE �,n / 161' - \ ROCA flEiA: \I. \G WALL � �yJ ANTENNA SETBACK 129' ANTENNA SMACK ^'"•w•�'•n'•^^'^'•w+^""•^^ VEGETA71p:: LINE \ \ O O O CHAIN LIY FENCE 4. L1 � NA EXISTING RR C C wO00 FENCE HA 1 B. flMl 0 19T -11• ' \ CROSSING SIGN (TYP) / — . — . — . — . — . — BARBED WIRE/WIRE FENCE = , - . � • C AB INS SETBACK CAEDNET SETBACK g TRA N VORVER Q .I RE H tiORANT , . air 1 i GATE 1 11, EXISTING UTILITY Y. LIGHT STANDARD M GATE VALVE - — L - — _ _ — _ _ �- _ EXISTING POLE (TYP) POWER BOA 9 WATER vETER N S {,WA e. / . _ TREES (ow) _ _ _ / UTILITY BO% (� 5008 _ -- - _ - _ - _ - _ - _ - _ - _ -. _ - _ _ __ _ t ; L I _ EXISTING I ' • SW NORTH OAKOTA Si � • •-----.• EXISTING TELEPHONE � # uillli`' PO! E C ) • \ MA N HOLE • -' _ _ --! _ -- _ ( _(_ _ _�_ _ —_�_ _ RISER /11447 O iNtOPEfTTV UNE SB7 t \ 1 , i 'fl it _ -- _ _ _ — _ — _ — _ — E— POLE GU" W IRE © CATCH BASIN. TYPE II OF \ '- — — exal w►noN Dam of THE _ _ — I — GRWEL 1 : _ F'' air ■ I I l — — — — — o GAs V ALV E SIGN LICENSE. ATE 06/30/12 OF GMVEI p r _) . ' c — — I y I 1 \ I . f ' , • 11- \ g � ` �\ � � _ _ — _ _ _ _ 7 9 GS vETER • BOLLARD E XISTING ., 1 " G _ !-- � , + `, \'\.,,i __— E I. 0 / O iELEPNOVE VAVAULT 4a'L Bp% UTILITY POLE .— �' ' IRO 'A ;.1 - 5 _ • � ,!, c TELEPHONE RISER _234.21 SPOT ELEVATION /6908 '► ; � ,, .•i // '! /� 1 P l j -+ • � 1 ' '//•,!''�'. COSTING CftEIX A 2 OJACE G PARCEL I j _ ) . —• • — • • . =_A'�� /..ti . STRUCTURE r / / /!. !' /i r� /!/ / • :// / / / %Yi /ii .% ^�F/ �t PROPOSED C EMWIRE SITE SUPPORT CARNET I NIXES. % 1 \ \1` y � \\ \ ON A PREFABRICATED CONCRETE SLAB WTRON � ' I I , ., A 28' -0' % 14' -0' FENCED COMPOUND Y� 1. (6) RUNS OF FRIER CABLE AND (5) RUNS OF 1/2' / �` 2. ANTENNAS AND NOU \\ COAX TO BE INSTALLED TO INTERIOR OF TOWER 6 PROPOSED CLFARWIRE I U.O. POWER / I PROPOSED CLEA 28' -0' ! /// / COSTING % � 1 FENDED `! MINC HARDWARE TO BE . II Ct RUN TO EIOSTINO MUTT FOIE /6908 i / BUILD1N / „• ,• `, , , X 14' -0 ED COMPOUND /�, PAINTED TO HATCH PROPOSED MONOPOLE /' /. %iY /.Y� / /i/ /,Yip /i / /. /i / /i /i % % 11" \ PROPOSED CtFARwIRE ANEL ANITNHA9 W Q • N t ) .� / /• ! �� ®\ TOT AL) MO UNTED ON P • PROPOSE t00' AGL Z / + j 1 SIEFl MONO POLE (1YP 1 PEA SECTOR) O ¢ n ,, 1 1 ti -r oN / 1 / FUTURE CLFARWIRE PANEL ANTENNAS (3 z i i i /EXISTING / .,,. ' TOT MOUNTED ON PRO POSED too AOL o °' YARD BUILDING �.' `��' S1 E11 MONOPOLE (T T'P 1 PER SECTOR) l'' rI (Y 7 , , % , I ' 1 11 \ T 11\ 1 / F O / i I 4 / - In PROPOSED CLEA WIRE MICROWAVE DISHES (5 TOTAL) 0 I]! j j - •:1 MOUNTED ON PROPOSED 100' AGL STEEL MONOPOLE O C I j 1 j4 \ / i . % i j i SUBJECT PARCEL % `V' ° 'n° ~ ZONING. 1 -P �/` // I 1 i I � ' O In /, % PARENT PARCEL / / 1 DOCUMENT N0. r / 95- 0.57912 I %, W VICINITY MAP / 2. z 1 .? 1 : / i 1 I i = 1 / % .. % / ii, 7, I I mo^ ...% WJR T ' 1 i M II POLE i/' "! 1 S3 T ` REVISIONS 1 / / ' I [/ 33 I I 1 I i 0. DATE DESCRIPTION INITIAL L ! �: L i _IS ITE t 1; I i (7.71 I>nLDD. ouR i I �r _ I _ j — %s w N orth D 7 03-0-t3 1)11 LYw %GS ' % / ! . - - -- ---V y 3 91.01-n MO nit maacw 01341401 rm eULO ' / II • • ' II y . \ . 30 -II-D MID um ! / '! LI' I T an d re i %/ ill. % /.�.y/ /may /• %N4/'' /. % %i:i % %.1i/ r I . * II I 1 , V IQ9t0:$t i ce.. ., 4 -J NOT FOR CONSTRUCTION UNLESS % T ! ' i �� f e1 I - LABELED AS CONSTRUCTION SET 1 11 11 i ✓, / /% /.i// /' / /.ii%:v2; /vii I g i I I J \ �'' i SHEET TITLE SRE PLAN PROPERTY UNE SBT48 I — — — ,, \ — ...,_ ___/ ADJACENT PARCEL • ZONING: I -P A_1 SHEET NUMBER 24 SCALE: 1• • •0•-o- OVERALL SITE PLAN I I 11 SCALE: r • 8D' -0' 4 4 0' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STR:CTLY PROHIBITED. \ \ RUNS FIBER 1' ER CABLE AND (sa RUNS OF 1/2' clear w • r e ® COAX TO 8E INSTALLED TO INTERIOR OF TOWER \ \ 2. ANTENNAS AND MOUNTING HARDWARE TO BE KIRXL ND, WA 98033 ++00 CARILLON POINT PAINTED TO MATCH PROPOSED MONOPOLE ,\1\ 1'\ • . ■ ■ ` 1 \ N.' 2. PACIFIC TELECOM SERVICES. 1, \ \ 511/ M1 •n S • 050 1...0 ., r0. 08.O• I Men.• (101 T. 0) 1 ) 1.1 -9000 .. (1001 -1/111 i Ai \ E, IsnNe R CROSSNC a SIGN (TYP 5 • \ \ • ~: CNA•DB.H• a �1 _ ,,A „.. UTILITY POLE • UTILITY POLE _ `� ,.. / o o — c/]� 1 WA I J % P ROPOSED " CLEARITIRE SITE SUPPORT G - s �+ S — — — — — — — — — — .1.?),. 5008 CP _ _ _ _ - _ - .. - / - / — - - / 1 ON A PREFABiiICATFD CONCRETE SLAB WTIIUN , - — _ _ _ _ _ _ _ _ — _ / ) ` EXISTING ° .A 2B' -0' % 14;-0 FENCED COMPOUND _ S NORTH DAKOTA STREET 11 � � - _� _ _ _ — _ — _ . ,� \ \ EXISTING - - -- - — _ _ EXISTING TEL — _ — _ — O � O �� 7 �\ MAN HOLE \ ' J x .\\ R6ER 1 11447 — - — - — - — — E XPIRATION DATE OF THE / ) — \ ... o..._ n - • n a (r / J — — — — — — UCENSE:08130112 • EXISTING \� U I 1I EXIISfING S E �IS,IHC s \ `\ % 2 POLL 1 / l 1 P\ I _ _ PROPERTY UNE SBT 4B' ]5� _ _ _ _ _ _ _ — _ _ _ _ 6• - �.. 7 � _.• - % PROPOSED CtEARAIRE 2.5 14' -0' FENCED COMPOUND `I \� � / — _ _ — _ _ _ _ _ — _ — % / /% E OCU. \\ L / / / //Et /\ I\ � / Q r . 1 H N N i I / � I V PROPO5E4 CIEIRWIRE PANEL 0 100' LS (7 ./."•., / /.///// --. , / i / 1 \TOUR YOUNIED ON PROPOSED 100' AGL I O PROPOSED =AWARE Ulr. 5 ST MONOPOLE (TYP 1 PER SECTOR) /// EXISTING 0 N I ' / POWER RUN TO E705TIN0 e 11 \111111 \ 1 \ l \ 1 f / BUUDWG / =Dr POLE OMB FUTURE =AWARE PANEL ANTENNAS (J / • , / ON / r✓ - EXISTING JERSEY B+RRU \ TOTAL) MOUNTED PROPOSED 100' AGL , / TIP ER SECTOR) / ,, / , I/1 ~ /, allnl�ll � 1 \ 0 \ j/ / / //, / � i / � , V I STEEL WHOP= ( . / i PROPOSED CLEARWIRE IDCROWAVE C • bi Z : / OISNES (5 TOTAL) MOUNTED ON / / %/ / p / / PROPOSED TOO' A L STEEL MONOPOLE / // - 11 \ \ .// / / . / n I BUILOINC� \ ' 16 / / I /7 / /.. / I / / ////. j 1 \ / //; i �E :UST i \ \ / / / / / / /// /, emL / 1 ; \ -- / \ \ , \ / REVISIONS / i N0 DATE ELSCRWT ON \YML / 1 2 101110010 CDESZCZI OW= CIA 1 13 MN. G0612.CIXN oimorcs WAR i ',/,-, .3 51-25-15 W� M. 000A�. 000.6 rA .I / \ / / % • ¢11.11 IMO NA =ROM IMO AN I ' .\ / / /" j / j • V / NOT FOR CONSTRUCTION / - ( LABELED AS CONSTRUCTION SET // I / ./ SHEET TITLE % I / / I sITE Puu1 / \ ° • SHEET NUMBER 7 I / A....2 z+ 259 SCALE: r - 20' -0* SITE PLAN I I 11 %17 SCALE: 1 - +0' -0 2 1 0' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • 1 Igs r SW NORTH DAKOTA STREET clear V V ' G G I. (6) RUNS OF FIBER CABLE AND (5) RUNS OF 1/2' COAX TO BE INSTALLED TO INTERIOR OF TOWER _ _ _ _ 1 I \J.._._._._._._. ` �._._._ . _ . _._._._._._._._._ ._ _4_4_4_4_._._ _ _._ _ _ _4_4_4_4_._._._._._._. 2 ANTENNAS AND MOUNTING HARDWARE TO BE 4400 CARILLON POINT _ _ _ _ _ _ _ _ _ _ ' PAINTED TO HATCH PROPOSED MONOPOLE ._._� • ' •_._._._._._.._._._.. _ 0 \ / ~' • ' KIRKLAND. WA 98033 • c ■ \ EXISTING FENCE \\ N. ■ ■ — — \, \ PACIFIC TELECOM SERVICES. \ ,; PROPERTY LINE S8? 48' WE \ LLC — — \ -- �. 7aa first A.,. L. SW. 630 7•am...• 4aw. Mans: (m4) 747 -4aoo re. (LOe) 7o7 -e7u m " 1 \ I \ — #,-,,--- / I % ~ ' HARD B. HAIL ∎ /I \� .•il� \ � / ta E � /�i '` ti) � S a• - . *A TOP OF PROPOSED CLEARWIRE COLLAPSIBLE STEEL MONOPOL 5008 e y JI • -:•:.••• .:V MI .u•1.. • • \ � t'�� `\ AvLy I,9 ' I 99 AGL •\ / � ^�\ _ \ a $ RAO CANTER OF PROPOSED AND FIITIIRF CLEARWIRE PANFI ANTENNAS �a .,, : �•� _ 4 44.4 I as . 1 • / � %2.• �" '-- �� Or 97' -0' AGL �I O B7' -6' AGL � ✓ � v � rn� '7e ---_______„-------4.-----....._ T 14 � '� -� EXPIRATION DATE OF THE PROPOSED CLEARWIIRE PANEL ANTENNAS (3 / / _ -_____ _ -�_ _�' ` LICENSE:06130112 TOTAL) MOUNTED ON PROPOSED 100 A ' 0. ST MONOPOLE (TYP I PER SECTOR) PROPOSED DEN/MIRE DAP was YOUNTEDe —. �` �_ t BENDND ANTENNA (TYP 2 PER ANTENNA) R: - .--__-_-t FUTURE DEMMRE PANEL ANTENNAS (3 175 TOTAL) MOUNTED ON PROPOSED 100' ALL .-..--• STEEL MONOPOLE (TYP 1 PER SECTOR) - L74 I PROPOSED CLEARIWRE MICROWAVE A _ �'' 173 —�` LL DISHES (5 TOTAL) MOUNTED ON PROPOSED 10D' A STEEL MONOPOLE -� 172 � w I , , 170 a el LEASE AREA w 2 N � o r, (` I �` PROPOSED CLEARMRE Q 1 n r d D: . ,`1 f`' • `7 :. E TREES (TYP) I 1 PROPOSED CLEARMRE GPS M�� C�' O p 0 T �.�� WAVEGU1DE PROPOSED CLEARWTRE 6'-0• ® 2 PROPOSED 100' ALL COLLAPSIBLE HIGH DWI LWK FI]NLZ U 'c - • c (IN 1)UROS) STEEL MONOPOLE .' ,-• -. -. - . -. _4 - . _ 3 g _ I S " � { ;7 ; .1 I • ' - - - - - - • I ' - ON O A S E E CLEARWIRE CITE SUPPORT CABINET SUB WR)9N el O O L:� - fir ✓v .. A 28• -O• X )4• -0- FENCED COMPOUND O r / �— PROPOSED (2) B' -0'e I 1 a ` ✓ _4., , ' . I ACCESS GA id- q " � �.. i _ -... _V 161•S•AUIA 1 r ;y . �, .fi i /.: �.� //� ,�• tiL-� Jr ' E%RT STRUCTURE • %, • � I 4 ._ 0 . /R //: I' \ _' \' i A " \ � \- -� /�/ --00-N- ' ' .`mow% � j '' R t T L • _ . _ • _ • _ `' I �� PROPOSED CL EARWIRE PANE. ANTENNAS W JA r l . CLEARWIRE POKER METER / _ _• -. . _ . _. _ _. ....„ %%%7 -- I � /' o -�' . _. m MONOPOLE ON I SECTOR) REVISIONS PR 1 '— - c.-7,. �� I j 1 .��. i ocsca NO. alE ml ON �vrut O l.. / n 1 C 2 / h EXISTING JERSEY BARRIER �VV P ROPOSED UEARMRE WA / =AWARE OAP was MOUNTED i u -1Yl' ISwMI =MIN =MIN LM•MA MA 7 .ti- I I Liy I �• L PROPOSED BEMIND ANTENNA (OP 2 PER ANTENNA) f 72.26 IN/ CONSTALCTIM MINTS wR 6 I PROPOSED CELARMIRE GPS ANTENNA j , PROPOSED CLFMMRE / , / 7 37.3 firm FLU me-ecrol 00.1301 2.•.x I I I POWER METER / / 1 l P4lOPO'SED CLEARWIRE 2B' -0' X; / • 3645 mDL>Irloae+raoarro 2.:x PROPOSED CLEWMRE sot SUPPORT CABINET I / / / / /14 14' -0' FENCED COMPOUND / e ON A PREFABRICATED CONCRETE SUB MINN I 1/ / / NN PAS / 17LI / ./ / j / A 28 -0 X 14' -0' FENCED COMPOUND i 4 EN / PRDPT>gD 00 AGL STEEL / I I I I / / j / MONOPOLE (IP 1 PER S ECTOR ) MRE MICROWAVE DISCOS (5 TOTAL) - PROPOSED (2) 6 -o ACCESS GATES J/� I I I / / EXISTING JERSEY BARRIER / / PROPOSED C1LAR / MOUNTED ON PROPOSED 100 ALL STEEL MONOPOLE F - / ® 3 PROPOSED f.TEJIRWIRE 6' -0 / PROPOSED CLFARWD+E U.G. e ' / / / qWN LANK ONCE - POWER RUN TO ExISTIKC NOT FOR CONSTRUCTION UNLESS I 1 I I - _ . / UTILITY 16 LABELED AS CONSTRUCTION SET �EXLSnNc eulwl 24' -O N I .. Y n� � y ,c � / 4 - 0' / SHEET TITLE IR :.�Illha 1 c : •. / / / ///� / / /// / / //� ./ 2B' -0• ENLARGED SITE PUN AND ELEVATION TOP OF GRADE � (1 0' -O AGL (172 • -0 ANSI) , DICED COMPOUND SHEET NUMBER _ Aeu:} A_.3 24'x36' SCALE 1/8" - i' -0' � ��. NEST ELEVATION 1 2 211". ..... 1 7' : I /8 .. r - o • i ENLARGED SITE PLAN I 11•x17• SCALE: I/16" - 1 -0' S 6 4 2 0 8• THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. LIGHT GP5 ANTENRA gll[C �71111 uGM i�u`M clear w re' V,____Eri GP5 ANTENNA i { '1 'L /(//��T�� 4400 CARILLON PONT ' � �� ANTENNA KLTKUND. WA 98033 $TRIBUTION PANEL GP5 ...MEMO, SITE SUPPORT SITE SUPPORT POWER RECEPTICLE � CABWET • SITE SUPPORT � CABINET CABLYET SITE SUPPORT • . CABI ■ ■ — / I ACCESS DOOR II i OISTR�IlTION PANEL \ — yr L 2'0 SCH. 40 Pvc PACIFIC TELECOM SERVICES, POWER CONDUIT ELECTRKJIL PANEL Plo 6 OWER RECEPTACLE ■ 2'0 SOL 40 PVC ay n,......,,. t. fay. u0 o - r 10 'L 10 N _ ACCESS DOOR POWER CONDUIT 1,4.n. (7 367-II003� an (236) 707 -11117 ' I WAG UNIT 1 III i ' 2' DIA $CM. 40 PVC _� POWEA COHOIJIT n - ' • R . • HA • L :. HALL a CO b t oY - -- ' r * ' /i-' o Y i c D Y I _ - -- 1 N - g b $ - TELGQ BDX -- — Ff3 SEATTLE, WA c p 1. - a 5008 TELCO CONDUIT OCC. 40 PVC o - .? CONDUIT °_ CONCRETE SUB .r./,/- CO SLAB a i • CONCRETE SLAB OF ��_ m ° —.m. I TELCO CONDO 2'o scH. w PVC �. I I •-'-- j o o CONCRETE SLAB I UCENSE:081301 EXPIRATION DATE Of THE to R I I m ( t12 —b I 1 i - •I I' ° IV:1 � _ _ 6,..- om — ' . _ � — — - - , , ` , IC I 1 =i I =111=1 I I —i -'-r-' - _ �1 — '=111--= !=1 ! I -1 ! -III —I I i �! - — , ,—_ _ , ' t :: 1 1 1 -1 I ' i 11=1 I I -� 1 , , ... i.-111=1 1= 1 = 1 =117 1 1 I I -1 I I -1 l i - 1 l i -1 I I - 1 ► 1= -111- 111 =1 =1 1 -1 I I =111 =1 I I -1 11111= - 1! 1 = 11 11 H I 11_- 111 = 1 I I III I! I - 1 I I - 111- I II III - 1 11 =1 I I -1 1 =. I I 'i I I I I I -i I I -1 11= II_II II I — , !1 1 !11 111 III 1 ,11 III 111- 11! -1_I 11. II III I -1 1 11 11-1 1- - 1 11 !II I 1 1 111 1 1 fli 1 t ; 1 111 , 1- 111 1111 11 - 111 -1 1=1 1 - III — �I I i -- 11 I I I I I � I 1111 — ! , I I II I � I III — I 1 I III I � I III ;iI III IiI IIl Ii1 1 I IiI I�I l i W II+ I CABINET ELEVATION CABINET ELEVATION 6' SCA E 1' t' -0 ! CABINET ELEVATION C CABINET ELEVAT ON 7, ''7 4'. 6 ' SC t' 1' -0 - _ 6 2a'. }L: - 5 ja -.36' SCA LE. 1' • 1' -0' 4 Z C 7 n 23-.36• SCALE. 1' • 1' -0- / a +1 11•.-7 SOLE• 1/2' - 1• -0' 7t 17 SOLE: 1/2 • 1 ' -0 ' 4 11 17 SCAL 1/2' . 1• -Q - O 1- N 11'.17 - SCALE 1/2' • 1• -p' C P . CONCRETE NOTES: f = 0 ci 1 . UNLESS OTHERWISE NOTED ALL CONCRETE SHALL DEVELOP A � l O O O MINIMUM 29 DAY COMPRESSIVE STRENGTH OF 6000 PSI. �/ Z 2. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED V O N 3' -0' EDGE. UNLESS OTHRWISE NOTED. O / CONCRETE SUB / 3. CONTRACTOR SHALL REFER TO DRAWLYGS OF OTHER TRADES AND 1 j VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. O 2 e / I' 10' / 4. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF AU. SSC ELECTRICAL OPENINGS AND EQUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND EQUIPMENT DETAIL AND SHOP DRAWINGS. IT SHALL BE \ AU. THE RESPONSIBILITY OF DIE CONTRACTOR TO PROVIDE A OPENINGS EXPANSION BOLTS INTO CONCRETE SUB \ AND SLEEVES FOR PROPER DISTRIBUTION FOR AU. UTILITIES (TW OF 4 MIN INSIDE THE CABINET) (�. GPS ANTENNA CLEARWIRE LIGHT SITE SUPPORT CABINET 11 ^', • CABINET MOUNTING FLANGE C - CLEARWIRE I x� 5 SITE #: OR- POR424 -A A. , n ` m _ ® MINN( IHFORVAnoN• CONCRETE SLAB w $ g I � 7 . • E 4 LONG 1 . FFLAME ARRESTING -WAY PRESSURE -REUEF VENT FOR SAFETY SITE NAME: GRETON , w �� , REVISIONS f - a+o LoNC uFE. � v I mo. I DATE oESCmvrav MIN. �� 7 2. THERMALLY WELDED CASE -TO COVER BOND ENSURING A , 0 - I�.wLU m� 3wY3 MA L J. LEAK-PROOF SEAL - -) I r 1.. 7 73 MK �6-�- x.13,..» WIR t 3. FLAME - RETARDANT POLYPROPYLENE CASE AND COVER COMPLIANT 3 77 -a•1: 731733 Inn 0360.6108 vmQ sJR 1 / WITH UL94 V -0 WITH AN OXYGEN LIMITING INDEX OF GREATER THAN 28. • 5-4-0 OW TAY =WON WADI WA PANEL c POWER RECEPTACLE 4. COMPLIES WITH UL 1778. 924. 1989 AN 94 V -0. S. UL- RECO O G I` 2'0 SCH. 40 PVC — / POWER CONDOR / GNI2C0 COMPONENT. a 6. NOT RESTRICTED FOR SURFACE TRANSPORT-CLASSIFIED AS 5 NON - HAZARDOUS MATERIAL AS RELATED TO DOT -CFR TITLE 49 PARTS 171 -189. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TEL 12 -70 SPECIFICATIONS: CELLS R UNIT . 6 • LS VOLTAGE PER UNIT • 12.84 SHEET TITLE WEIGHT . 55 LETS ELECTROLYTE . ABSORBED H2504 / SG • 1.300 EQUIPMENT DETAILS VOLUME: 8 OY X 10.17' x so' • 542 40 CV In MAX . 4 SHEET NUMBER NAME PLATE MOUNTING QETAIL EQUIPMENT PLAN 7' A -4 24 SCALE. NOT TO SCALE 24•.36' LE SC 1 ALE: 3- • -, -0- 7' SCALE: • • ;1:1 11-.1 SCALE NOT TO SCALE n-n7 SCA • 1 -0 17'.1 THE INFORMATION CONTAINED IN INS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANT USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERNCES IS STRICTLY PROHIBITED. FENCING NOTF4 I. GATE POST. CORNER, END, OR PULL POST 3 -1/8 NOMINAL (33 W ' 0.0.) SCHEDULE 40 KS PIPE, FOR GATE clear • re H WIDTHS UP TO 6' OR 12" FOR DOUBLE SWING GATE PER ASTM- F1083. GATE OR END POST. 10' -0 MAX. • 2. UNE POST: 2• (2 -3/8' O.D.) 3.65U3S/UN. FT. ASTM- F1063. REFER TO NOTE 1. f / 3 STRANDS OF 4400 CARILLON POINT -FORM BARB KIRKLAND. WA 98033 3. TOP RAIL AND BRACE RAIL: 1 1/2' (1.9 0.D.) PIPE. 2.72 LBS/UN. FT ASTM- F1083. INSTALL BRACE AT o ,_, _ I WORE ALL CORNER LOGTONS AND ADJACENT TO GATES. O • FASTENED AT 2 INCLUDING DOME CAP. TO PROVIDE FOR ATTACHMENT OF BARB WIRE. MIN. 4. _ _ _ _ _ GATE FRAME: 1 1/2' (1.9 0.0.) PIPE. 2.72 LBS/IJN. ET. ASTM- 11083. .---- . --.- -. _ -~ I _� KNUCKLED FINISH °_ S. FABRIC SHALL BE TWO -INCH CHAIN UNK MESH NO. 9 GAUGE ;11:, TOP EDGE OF FABRIC • (0.148) WIRE. THE FABRIC SHALL HAVE A FASTENED AT 24 O.C. o �• ° -• • ° -• • -• RESH FOR THE TOP SELVAGES. FABRIC SHALL CONFORM TO ASTM A -392 CLASS I. ie - �� i � ��jp .y ♦ � � � e e . ■ 6. TIE WIRE: MLVWUM 11 GAUGE GALVANIZED STEEL PROVIDE A SINGLE WRAP OF FABRIC TIE AT POSTS. RAILS. I _ _ ♦_ ♦ � � ♦ ♦ ♦♦ ♦ ♦�♦♦ AND AT TENSION WIRE BY HOG RINGS YAKIMUM SPACING OF 24' 0.C. 3 1/2 O.D. PIPE � �� ,0 + ♦♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦� 1.9 O.D. TOP RAIL PACIFIC TELECOM SERVICES, 7. TENSION LY CORNER POST 71! _'♦ ♦ ♦ ♦� ♦♦ ♦ ♦ �♦ ♦ �, ♦ ♦♦ �` � BRE: MINIMUM 7 GAUGE GALVANIZED STEEL ♦. ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ► ♦��♦ � LLC ♦_ 4i ♦ ♦ di ♦# ♦ ♦ ♦♦♦♦♦♦,♦.!.! ....!.♦: Lae n n •..e.• . e,� �♦ 142 - .V4 (2 0. BA RBS SPACED DOUBLE STRAND ILUTE CENT TWISTED WIRE TO MATCH WITH FABRIC. 14 GAUGE APT. ♦ ♦ -. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦♦♦ �- w •te 23/ 00. UNE 'n.- l }Oel 1.) -KW r... frog 1m -ef�f STEEL STRETCHER BAR ♦♦ ♦ ♦ ♦�� ♦ ♦ ♦ ♦ � ♦�♦ ,� �♦ ♦ ♦ ♦ ♦ 4• I�� ♦` ♦ ♦ ♦ ♦ � ♦ ♦ ♦ � ♦ ♦ ♦ ♦ ♦ �♦ � ♦ ♦ 1 � _ _ ♦ ��a,. 1.9 0.0. BRACE 9. BARB PARE GATE GUARDS SHALL BE FRTED WITH DOME CAPS. 1 /4' X 3/ t ♦ ♦ 7 ♦ ♦ ♦ ♦♦ ,4♦ ♦ � . • 1, RAIL ARM. 10 BARB WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK WIRE IN THE � �7 7 � � , � � ♦ �� L ♦�, ,�� ♦ ♦ ♦ ��'♦ S� � ♦ , ,�!�� ♦ o . I<•: �a •t�:�t�:� :��:��IS'a!7:� ��90 .II ��i�a:�'i� ♦ :`i:��: 11. PROVIDE (2) 6" WIDE SWING OUT GATES (UNLESS NOTED OTHERWISE) NO PERSONNEL GATES ARE REQUIRED •-•� ..• for` --• 9 GA z LHAH r•-•-.4,- ♦* ♦ ♦♦♦ 'Ji •OYi ► ♦♦ ♦ ♦i ♦i ♦ ♦ O ♦ (UNLESS AS DIRECTED BY THE CONSTRUCTION MANAGER). GATES SHALL BE ABLE TO LOCK LINK FABRIC �� ♦ ♦ ♦ , ♦ ♦ � 12. GATE ♦ � ♦ � / . POSTS SHALL BE EXTENDED 12•, I ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ :.♦♦ ♦ ♦ � ♦ ♦ ♦♦ . ♦ ♦ ♦ ♦� ♦ �- � �i/.� ♦ ♦ ♦� ♦♦� ♦ ♦♦ ♦ ♦ ♦♦♦ ♦ ♦ ♦ ♦'�1 13. GATE FRAMES SHALL HAVE A FULL HEIGHT VERTICAL BRACE AND A FULL WIDTH HORIZONTAL GRACE. STRETCH BAR ► ♦ ♦♦ ♦♦ �♦ # ♦ ♦ ♦ . ► ♦ � � ♦ ♦♦ ` 7 C 0. BOTTOM PARE • f . - �� SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. BANS AT 16 O.C. ' ♦ ♦ ♦Q ♦ � � � ♦ ♦ ♦ ♦ ♦ ♦ ♦ Y ♦ � 4 I 4. .C. . IA. - GATE HINGES SHALL B MERCHANTS B8 RANGE ADAPTER ram MODEL 6409. sea ♦ 4' ' ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ "• ♦ ♦ 4 � ♦ ♦ ♦ ♦ - to S 1 WA ATTACHM OR APPR OVE ERANTS METAL MODEL 64 EQ UAL TOP OF GRANULAR ♦ # ♦♦ ♦ ♦� ♦ ♦ ♦♦ �� ♦ ♦ ' � ♦ ♦�� ♦ ♦ � S1 in 5008 15. GATE LATCH: 13/8' 0.0 PLUNGER ROD VAN MUSHROOM TYPE CATCH. • A' MATERl4L I��. ♦♦ 44650.7 ♦ ♦� ♦ ♦ ♦♦ ♦ ♦ ♦� ♦ ♦ ♦ ♦ ♦ ♦♦ ►� ♦� ♦ ♦ ♦ ♦ ♦ �� ♦ I� KNUCKU BOTTOM q� 4 _ _ ►� - .*- A.4.4L ♦!d_ ♦A_� ♦!i + ♦f� _ t E SE OF � 16. A 6• BY I /2 DIAMETER EYEBOLT. TO HOLD TENSION BARE, SHALL BE PLACED AT UNE POSTS. ff �- . ` „. ! ��•�, �fj'YP •+(. ° .�11 - YY ' , ��Z�Y�Yj7j: i; Iyl fl"f f "rfi 1 Y ° ' t 1 Y : .� ° Y y YYY� - ° f : �f " Yj, . ' 17. STRETCHER BARS SHALL BE S /I6 OR HAVE EQUIVALENT CROSS- SECTIONA1 AREA. t -' all& °'° ° • "'"'" -' . V.i : ' °" •°``�'•` • `s` �wur i in+A.`t lea 4 .,'''::',..,...'''s:.,7-4A-:"...c.,4' U `3 / . .r, �, \? : '.oa' • EXPIRATION DATE OF THE ' '� �'k.� �, � ..,�YC2:?f+`'. ��' '+Z�Q� ,.r :4�' ° ° + ° °- �� - /d0A2 WIRE SUPPORTING ARM - ' :'Y(L^: , . . - LICENSE:O6 NAVE A COMBINATION C AP AND BARB E S GATE POSTS SHALL ° e�g� ° e e`�•a 18. ALL POSTS EXCEPT GA CONCRETE PIER PIP E BY E SIZE. A REQUIRED M R SHAPED 19. ALL CAPS SHALL BE MALLEABLE IRON DOME OR ACORN +l ° CUPS. P AND S D BAND PS BAND CU ' I" • T O TIE CU ^ °;^ °; °: °: °:�' °: ":° NOT M fill Y Y I BUT NO BE UNITED AR A INCLUDE B Z0. OTHER HARDWARE N In TAPE. N UESS s' CO. BARBED E ST DIAMETERS I 2 7, BEEN FIF OF CONCERTINA HAS BEE SPEC R iNE US 0 1 WHERE ..,+ STEEL CYCLONE FENCE MODEL GBP TO TYPE III SHALL BE FURNISHED. R SHAH BE SUPPORTED ABOVE THE ' • ^ • ^ - • • - " • • • + ^ • ^ ^ • ^ • ^ • + ^ •• ^ ^ TOP RAIL BY USE OF (6) BARB WIRE ARMS POSITIONED ATOP EACH UNE /CORNER POST. • 22. UNLESS NOTED OTHERWISE. AU. CHAIN UNK FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED. - 41 • '- FENCING NOTES FT FENCE DETAIL 24•.36 SCALE. NOT TO SCALE * N'.36 SCALE• 3/ : 1'-11 < , N 11•.17' SCALE NOT 7 SCALE n'.1Y SCALE 3/6' I' -o' O esI x W IDTH AS NOTED WIDTH A N OTED O I 0 c2 ,.. ° ON PLANS ON PLANS r p C1 I Z • GATE CR END POST. �� _ t e- - .._._. . -. -.- ' -. -.- _ - • `._ ■ • - __ 1 / I, 0 1 = MI REFER TO NOTE I. T° � • _ ' ee��r -'• L` // � O tv=122 l4r�ANT'�M20�7i \ 7 CANE BOLT SUPPORT (3 /I6' \ . A A �g / ,\ ♦ V AI1� �-,.s-t,• NAME PLATE ' ♦ lo ft, MEUL PLATE) / /\ � � / ♦ I I� ♦ � ` \ ..I b.' PI C � ® � I� �� / / ` ♦ r� CANE BOLT 2 � S /8 I.0. C PE B SE TO N S PO WELDED I' RD �� ' ® ►-' I '� TO THE ANE OL SUPRT RF WARNING SIGNAGE I . ® 1°'-' / % /� e � � I 110 `• �♦ �♦ �� ®. . �.aa� ♦� \ � � �" ' : � BRACE RAIL II ♦ '� ~ ♦ �� 1'♦ f:h C ♦ ♦♦ Imo`\\:,...Z..:><..... ♦ ♦� 11 I ' • ""..."„/./• IQ I..�- .. �.4, ... 1 PRDVIOE 4 % 8' P.T. TIMBER TO RETAIN WASHED CANE BOLT ♦ �• STOP PIN REST a_�I� �ee� .1 �� • • �� t i t 1 °e� CRUSHED STONE IN COMPOUND. TOP OF TMBER �� \ � � � / � y� ♦ 'r BE D , ABOVE cUUR •A• ' 1/2 STEEL CANE BOLT WIT71 \ \ I m A' .. STOP PIN �� , I / I 3 1/2 O.D. PI �♦� I / � 4,,iirieln* �� ♦ 1� v MATERIAL AT 8.1 SLOPE i0 70P OF TIMBER TO WELDED STOP PW I /\ NINWIZE TRIPPING W17AR0. / \ - cATE POT ♦ ♦ 1 �� REVISIONS / \\ I/ \ / }/ \' { I I NO. DATE DLSYJOPNON MM. / / ST PIN / / \ ♦, . / , I>}u e'a1..M1 m•elrtta Dum RNA n PALL, NvSIB.CID. 02233.41 RJR i i I • \ ti I � I+ / �I L a1 - »-21 W O re4: e0262.0121 DAM .7. / / I I I I I / / ` I�� ♦ ♦ ` ' ' a / f � ' i CONCRETE PIER • a - 21 - 17 MAO na meeem omen WA I l I / 1 I U \ \ \ / \ \// \ \ \%\ Y• Y \ `{ ' � snm....:�: -: 1•:� - A[1 1 . �.I TOP OF GRANULAR • A • MATERIAL = / - I . 0 1. 0 „ O u O v 0 ., 0 „ 0 / �/r ' �, I , _ti `� +i.tr_ - �ri- _ 1�- c�_ -C .eri % 1 O O -" 0 0 0 0 0 0 0 0 0 / i � .le /. I,�• q -. >,,. Q ♦ ,1 'ff,0 ,.2 ! K '1∎ 021 "n n n n n n n n A o eA II � : C;°,. I S REBAR O 36• ^e TIMBER BE TS LONG 2 PER N F N N - NOT OR CONSTRUCTION UNLESS • H ° . CO SITU : I SET • I ♦ LABELED AS CONSTRUCTION t aep °: : °:s ° T e o ° : e ?e ° e : °,` j STOP 1•Y: REST ,iiiiiiiiiiiii; • ^ t•° = 1 - t SHEET TITLE - I II �I II II - FENCE DETAILS t CONCRETE PIER u u II U • • I 1' 0• 1 SHEET NUMBER CANE BOLT DETAILS GATE DETAILS /y -5 24 11 ¢ . - 1 7 SCA LE• ] %:• . 1' -O- G ?:::iY acc!Na 3 %B- : 1: 11 ' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. AM USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED NOTES: APPROVH1 COAX ANTENNA CARL INC- yANUFACTURER DATA APR ICATIOt THE C 1) ACTUAL LENGTHS SMALL BE DETERMINED PER SITE CONORION BY THE CONTRACTOR. 1) ACTUAL ACT R. SHALL BE OETERV.INED PER SITE CONOrt10N BY ME MEG PAAi / DESCRIPTIO ) OSS /100FE )OL /IOOFE LOSS /100F( BEIC!!E M RA pI TANCE (n,nj DISTANCE IMAXI R ONTRACTOR. 82600 MHz 9700 MHz 91800 MHz (IR /FTI EEFI EEE 2) ME DESIGN IS BASED ON THE EMSS REPORT, SIGNED AND APPROVED BY ENGINEERING. 2) THE DESIGN IS BASED ON THE EMSS REPORT. SIGNED MD , clear vv 1 V APPROVED BY ENGINEERING. CORRUGATED EUPEN EC4 -50 1/2' FOAM DIELECTRIC 3.77 1.8 3.IB .16 ORAGONWAVE DUO 1 250 3) THE CONTRACTOR SMALL VERIFY THE ACTUAL LENGTHS OF CABLES BEFORE INSTALLATION. 4400 CARILLON PO Ni 4) ALL TIE WRAPS SHALL BE CUT FLUSH WITH ME APPROVED CUMNG TOOL FOR SAFETY MID PROTECTION. 3) THE CONTRACTOR SHALL VERIFY THE ACTUAL LENGTHS OF CABLES KIRK LAND. WA 98033 BEFORE INSTALLATION. CORRUGATED EUPEN EC5 -50 -A 7/8' FOAM DIELECTRIC 1.98 .B6 1.88 .33 DRA GONWAVE DUO 1 4 50 5) THE ANTENNAS WILL BE FED BY RF CABLES WHCH MAY BE RUN OUTSIDE OR INSIDE THE TOWER DEPENDENT UPON SAE 4 ) ALL TIE WRAPS SHALL BE CUT FLUSH WTTH THE APPROVED CONDITIONS AND ENGINEERING DRAWINGS. CUTTING TOOL FOR SAFETY( AND PROTECTION. CORRUGATED EUPEN EC6 -SO -A I -1/4' FOAM DIELECTRIC 1.463 .698 1.22 .58 DRAGONWAVE DUO 450 650 • B) ALL SITE CABLING SHALL MAINTAIN MAXIMUM CABLE SEPARATION REQUIREMENTS AS TO THE TYPE OF CABLE AND S) AU. SITE CABLING SHALL MAINTAIN MAXIMUM CABLE SEPARATION CORRUGATED EUPEN EC7 -50A 1 -5/B' FOAM DIELECTRIC 1.2 .57 .997 .76 DRACOMA'AVE DUO 450 800 IM FUNCTION. THIS IS DONE TO PROTECT DAMAGE AS WELL AS: 10 PREVENT 714E INDUCTION OF CURRENT INTO THE LL REQUIREMENTS AS TO THE TYPE OF CABLE MID FUNCTION. THIS IS W Po CONDUCTORS FROM MAGNETIC LINES OF FLUX CREATED FROM POWER AND CURRENTS THROUGH THE CABLES. DONE TO PROTECT DAMAGE AS WELL AS, TO PREVENT THE CORRUGATED EUPEN ECM- ISO -DAIRY 1/2" FOAM DIELECTRIC 377 N/A N/A .IB N/A N/A N/A INDUCTION OF CURRENT INTO THE CONDUCTORS FROM MAGNETIC JUMPER -SFT WIN N(m) /OIN(m) 7) CABLES SHALL BE PROTECTED FROM DAMAGE AND SHALL HAVE THE MINIMUM BEND RADIUS FOR ME SIZE MID UNES OF FLUX CREATED FROM POWER MID CURRENTS THROUGH ME I/2" FOAM DIELECTRIC PACIFIC TELECOM SERVICES. • MANUFACTURER OF THAT CABLE. IN THIS CASE THE MINIMUM BEND RADIUS IS 10040.1. CUES. 00RRUGATED EUPEN EC{- ISO -OMNM JUMPER-BIT WIN IN( DIN(m)/Dm) 3.77 N/A N/A .18 N/A N/A N/A LLD 8) SLACK SHALL BE LEFT IN NE CABLES LEAVING ME EQUIPMENT TO THEIR TERMINATION POINTS. THIS IS DONE IN ORDER 1/2" FOAM DIELECTRIC Sal n.e, •.••,.• t. Su. 650 TO PROVIDE STRESS RELIEF ON THE CABLES MID CONNECTIONS N THE EVENT OF SEISMIC ACTIVITY. 8 ) ALL �� SHALL BE PR OTECTED FROM DAMAGE AND SHALL CORRUGATED EUPEN EMI- 300 -OMNY 3.77 N/A N/A .18 N/A N/A N/A 4...... 4A 44,44 HAVE THE M INIMUM B END RADIUS FOR SIZE AND MANUFACTURER OF JUMPER -LOFT WITH N(m) /DW(m) THAT CABLE CORRUGATED EUPEN EC4 -300 -MANY 1/Y ,Pere. (me) 342.11000 ram: (101) •w -{I'3 C FOAM DIELETRIC N/A N/A 9) ALL CARIES SHALL BE ROUTED MID INSTALLED IN A MANNER AS TO PROTECT THE CABLES FROM DAMAGE OF SHARP JUMPER -LOFT L DIN(m)/OIN(m) 3.77 77 N/A N/A .18 N/A EDGES OF HARDWARE AND WHERE CABLES ARE ROUTED DOWN THE TOWER. 7) SLACK SHALL BE LEFT IN THE CABLES LEAVING ME EQUIPMENT UM APPROVED �fT TO THEIR TERMINATION POINTS. THIS IS DONE IN ORDER TO PROVIDE RAN APOUGTIONS APPLI CATIONS D ONNFCTOR$ w� V•.lJ �D 10) CABLES SHALL BE SUPPORTED A MINIM OF EVERY THREE FEET EXCEPT FOR INSIDE MONOPOLES AND LATTICE TOWERS STRESS RELIEF ON THE CABLES AND CONNECTIONS IN ME EVENT OF lA -vl WFG.RE CABLE AND CONNECTOR MANUFACTURERS RECOMMENDED FIBER SUPPORT ACCESSORIES SHALL BE USED IF REQUIRED. SEISMIC ACTIVITY. BeH3T5IEM5 I DISTANCE fmInl DISTANCE (MALI fu,,, sycirm DISTANCE (MAXI DISTANCE (MAX) GAM / �' MCI KEG 11) CABLE BRIDGE SYSTEM SMALL BE USED AS AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA AND MICROWAVE 8) AU. CABLES SMALL BE ROUTED MID INSTALLED IN A MANNER AS as E 20 0853900 1=1 CC -OM -U 4 , CABLES TO PROTECT THE CABLES FROM DAMAGE FROM SHARP EDGES ON OBS GROUND I 70 WAP4S0 N/A N/A PPC F B. HAL HARDWARE AND WHERE CABLES ARE ROUTED DOWN ME TOWER. CC -NY U • • :.0 - vii 12) DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM ME BUILDING OR SP12213 7 OUTDOOR CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE CABLE PORT. 9) ALL MINIMUM OF SHALL BE SUPPORTED A M OF EVERY (3) 45 CC -OM -ECS I !�;" . 44- ", FEET EXCEPT FOR INSIDE MONOPOLES MID LATTICE TOWERS WHERE OBS GROUND I 145 N/A N/A N/A PPC CC - - ECS CABLE AND CONNECTOR MANUFACTURERS SUPPORT CC -NM -CS • L''i RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURERS GROUND 1 105.... N/A N/A N/A PPC CC -OF -ECG (n E, WA c , RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. ANTENNA CABLING NOTES E 10) A CABLE BRIDGE SYSTEM SHALL BE USED AS AN ICE SHIELD TO 21'.36 SCA GROUND 1 110•••• N/A N/A N/A PPC CC -DF -EC7 „� 5006 ' LE NOT TO SCAL SUPPORT AND PROTECT ANTENNA MID MICROWAVE CABLES GRO TO �1 11•.17 SCALE • NOT 70 SCAR ANTENNA/FILTER N/A 5 N/A N/A N/A INCLUDED INCLUDED i Oy u O 1 0 I I) DRIP LOOPS ARE REQUIRED ON ALL OUTSIDE CABLES. CABLES l NOTES. SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR CABINETS FILTER TO N/A 5 N/A N/A N/A INCLUDED INCLUDED THE FIBER OPTIC CABLE COMES PRE - MANUFACTURED WITH HUGER - SUHNER CONNECTORS INSTALLED ON EACH END. THE TO PREVENT WATER FROM ENTERING THROUGH ME CABLE PORT ANTENNA EXPIRATION DATE OF THE AVAILABLE LENGTHS ARE 20M, b4, ROM, 80TH, lOOM. RTH TO N/A TO N/A N/A N/A INCLUDED INCLUDED UCENSE: 06130112 TIC A E POWER CABLE COMES PRE WITH AN AMPHENOL CONNECTOR FOR USE AT THE DAP HEAD END ONLY. THE ANTENNA /EATER MICROWAVE COAX OTHER END OF THE CABLE IS BARE. THE AVAILABLE LENGTHS ARE 20M, {ON, 60TH, 80M, LOOM. TO N/A 10 N/A I N/A N/A INCLUDED INCLUDED 3 ANTENNA 24'.38' SCALE: NOT TO SCALE A UNIQUE COMBINED POWER k FIBER OPTIC CABLE (INTEGRATED CABLE 071903 -1) HAS BEEN DEVELOPED TO MANE RUNNING I1'.17' SCALE NOT TO SCALE CABLES EASIER AND MAY BE MADE AVAILABLE IN THE FUTURE. THE POWER CABLE IS LONGER MAN THE FIBER CABLE TO PREVENT THE FIBER CABLE FROM BEING DAMAGED. PROPOSED 12 % 12' X B" INSTALL THE POWER AND FIBER OPTIC CABLE FROM EACH DAP HEAD TO THE EQUIPMENT CABINET ATTACH THE CABLE END TO DEEP JUNCTION BOX ATTACHED CONDUIT SPFCIFICATION : NE CONNECTORIZED POWER AND FIBER DAP MEAD CONNECTORS. EACH CABLE SHALL HAVE A SE VICE /DRIP LOOP AT EACH UO OUTS PER WITH ACTU UBO PER MANFCTURER END OF AT LEASE ONE FULL LOOP NOT SMALLER THAN 8' IN DIAMETER. EXTRA CABLE SHALL BE LOOPED AT NE EQUIPMENT RECOMMENDATION FLEX CONDUIT c USE R ODIAMETER MEFA PI STEEL AND CABINET. L GTION) (SEE DRAWING FOR SPECIFIC PEC TiC PROPOSED SITE SUPPORT CABINET CABLE SHALL BE ROUTED FROM EACH DAP HEAD UNIT. ALONG ME ANTENNA MOUNT IN ULTRA -TIET NON - METALLIC / LIQUID MOUNTED ON CONCRETE SUB w TIGHT / FLEXIBLE CONDUCT / SUB -DUCT STRUCTURE TO PROTECT THE CABLES FROM EACH INOMD 5 UAL SECTOR. PROPOSED CAPS ANTENNA CONDO STEEL AND FLEX CONDUIT (SEE DRAWING FOR 7 < R SO TO 100 USE 4 " OIAIETER RIGID O ut INSTALL TWO 2 "0 FLEXIBLE CONDUITS. NE FIRST 2 CONDUIT IS USED TO RUN ALL FIBER AND POWER OPTIC CABLES. ME SPECIFIC LOCATION) r1 SECOND 2" CONDUIT INSTALLED DURING THE INITIAL INSTALLATION BUT IS RESERVED FOR FUTURE GROWTH / USE. THEN O USE OF A KELLEY GRIP PROVIDES ACCEPTABLE CABLE SUPPORT FLEXIBLE x 100' USE 4" pIA4ETFR RIGID STEEL 1 .< AND WITH PULL BO XES ME RF CA SHALL BE RUN SEPARATELY OUTSIDE OF THE FLBLE CONDUIT OTHER CABLE RUNTANG OPTIONS MAY BE JU NCTION F BOXES CONDOR AT 1 00 . OR HALF TH E OR ¢ 01 DISTANCE N. Y'./ O 0: USED BASED ON SITE T HE TC EE INSTALLER SHOULD CONSULT WITH THE CSE PROJECT PROTECTIVE DISTRIBUTION PANEL NIS' INTERVALS (SEE DRAWING FOR SPECIFIC LOCATION) • WHO WILL WORK WITH THE TOWER R OWNER TO TO DEVELOP AN APPROPRIATAT E METHOD PER SITE. FOR OR CASES WHERE ERE PROTECTIVE CONDUIT IS NOT INSTALLED. THE USE OF VALMONT AUCROR HANGER CUSHION HANGER OR APPROVED EQUAL IS RECOMMENDED AS T0.00 PANEL L A WAY TO PREVENT DAMAGE TO THE FIBER OPTIC CABLES. ' .. D! n_/ : t7 ]'0 RIGIO CONDUIT FOR ^ COAX N ~ 41111 • (� _ • (SEE COND SPECS) V O O v 3/8 "0 SCREW 11110011 / ] "0 RIGID CONDUIT MN 2 INNERDUCT O O O , 111L.L - INNERDUCT CONTAINS FIBER W ' II� � -POER CABLES RIGID CONDOR OUTSIDE WNERDUCT O i 7/16'0 HOLE FOR 3/8'0 HARDWARE 3/4'0 HOLE �� 1 \ \ PROPOSED 3 -1/2 "0 CUSHION HANGER , ti STEEL PIPE WITH GP SNSPMBLY \ SNAP IN HANGER \ ' /' / kZ� 1 \ \ PROPOSED X 12'x8' \ J DEEP JUNCTION BOX 11 4.• I -1 /r uN15TRUT U- BOLD METER . / WITH I/2'0 U -BOLTS TE \� DS / COKNECT 1 411111144,'''',..___ COAX WITH ENTRY BOOT `I / \ 1 / \ �� \ ciLL owER REVISIONS I 4 F18ER ODC PLUG 4 FIBER ODC PLUG \ .�' \ =(1) WITH FIBER AID. 044E DESORPTION u. •IML HUGER - SUHNER HUGER -SWWER O) 84024249 84024249 \ / \ 1 WITH POWER 0 sr¢ rNU AN tmx oarws W COI _ s" 1 I I I I / 1 1W. ON WITH HANGERS \ „_,: a s .� 1/ / ON UMSTfWf \ I �� l• I \I I I �\ I - I OQUID TIGHT WITH ENTRANCE \ . )F• - , : MD�Iw to6'era own .a \ HOUSLYC FOR FIBER/POWER I_I�I PR OPOSED I T — \ I I I I COAX ENTRY BOOT \ AMPHENOL THIS END NO GROUND ROD I I I I I \ AL06F13 -715 CONNECTOR PROPOSED INTERNAL SITE SUPPORT \ CABINET (SSC) GROUND BAR SHALL BE I I)' \ \ CONNECTED TO CLEARWRE GROUNDING I I \ \ \ – • FIBER OOC PLUG 4 FI I I BER ODC PLUG ELECTRODE CONDUCTOR LOOP \ PROPOSED BM BAR VIA A CLEAILY(IRE TOWER BASE NOT FOR CONSTRUCTION UNLESS HUGER - SUHNER HUGER- SUHNER WIR ,.,/ I I I \ \ \ \ BUSS C GROUND RING HOME RUN RING WITH LEAD ME TOP • LABELED AS CONSTRUCTION SET 84024249 840IS249 CONNECTED TO THE BOTTOM Yo PROPOSED CLEARE LEADS SHALL TIE INTO I BU55 D - ((j EXISTING TOWER GROUND RING AT 2 LOCATIONS !J. \ \ SHEET 1iTLE I ~J CGx DE TAJLS AMPHENOL THIS END NO \ \ 41•, / .J r • O ALD6F13 -7IS CONNECTOR \ ., I I I SHEET NUMBER IN. l 1 / RRU UNIT COAX I I I • / COAX DETAIL I A_6 24'•36' SALE: NOT TO SCALE i SA NOT TO S CALE _ II'.17' SCALE NOT TO SCALE 2 ME INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED clear w' e 4400 CARILLON POINT KIRKLAND. WA 98033 • PACIFIC TELECOM SERVICES. LLC me fl 1.anM. a w*. 33106 M 170 rhos,: MO 347 -1003 tau (7of) 133-417 HA - ' B. H AL 'tei * A N� 5008 S • ,WA, NOT USED'? NOT USED „9r 24'.]0' SCALE: NOT TO SCA / 24'.]8' SCALE: NOT TO S C A L E I 2a " SCALE: NOT TO SCALE NOT USED I J . 0 1frIA 11'.17' SCALE: NOT TO SCALE 111 1] SGAIE: NOT TO SCALE 11'.17 SCALE: NOT TO SCALE OF EXPIRATION DATE OF THE \`' LICENSE: 08130112 NOTE: CONTRACTOR SHALL VERIFY POLE DIAMETER PRIOR TO PURCHASE OF BRACKET ASSEMBLY TO ENSURE THAT IT IS ADEQUATELY SIZED KNOCK DOWN UNIVERSAL TM-BRACKET SIZE TO SUIT VALMONT PART 1801088 OR O. APPROVED EQUAL ■ _ 1"------111-*''''''' : :, 1n . :it. 4 „ i i ii i,,,,,...„, 1 O _l O CV � Q 01 To z _ -- II — r: ...0 - s M V O r, 0 ANTENNA warm BRACKET , • NOT USED TRI — BRACKET( .�. FE I3 11 .] 8” SCALE. NOT TO SCALE 11i17' SC ALE: NOT TO SCALE • • • • 11'.17' SCALE: HOT TO SCALE EtlSTINO D YONOPOLF- MOUNTIN % 72• � TRI .BRACKET MOUNT • MOUNTING PEE 3'4 to 4 1/2'0 MOUNTING PIPE k fl • -. II • �' in ' MICROWAVE MOUNRIN . e _ HARDWARE BY DISH MANUFACTURER REVISIONS I (i r ND. DATE DESCRP110N INITIAL .f-r- i ii : m m - . Ji � -1. i i /G � . � i IL-, \ 1 I — Q 0 4 3WW-17 WOO TPA WM WA ., I .T " - , I -o ., .1 ( � \ II I iq, �� NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCT , 'i • ION S E7 ' =f 5.4.4 / a`If� SHEET TITLE Ii. ` � I: CONSTRUCTION DETAILS COAX \ PANEL ANTENNA � `i 1 ANTENNA OAP M \ ' ANTENNA I Y.OUNTINO HARDWARE • ` + DAP UNIT - BY ANTENNA MANUFACTURER SHEET NUMBER MOUNTING EQUIPMENT MOUNTING ELEVATION A -7 1I' 24'.]8" SCALE: NOT TO SCALE L j4". }8' SGIE: t' - t' - ,1.07. SCALE: NOT TO SCALE It 417 SCALE: 1/2' - 1' -O' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. THEE: clear vv r e v C ) �II ME TILT KIT (737 978) IS USED WITH 1� ^ y '[( THE MOUNTING KR WHICH ALLOWS 0 POWERWAVE M � � L. TO 15 DECREES OF comm T ANGLE. 4400 CARILLON POINT ANTENNA - ___ L OAP UNIT • KIRKLAND. WA 98033 (L • , l Dry PACIFIC TELECOM SERVICES. Su am A.... Lo. eso ` , MNN .. 1W4N Um.. ••. ee.o I .n...I OM 3.: -•000 r... Amy 203-6513 �.e �4 1114: h I I 1 1 /7/ ' CHA vA J ,1 j • N S • LE, WA NOT USE CABLE CONNECTION ANTENNA MOUNTING ( NOT USED 8 1 5008 s JB SCALE 1' 24 SCALE. NOT TO SCA 9 24'.36' SCALE: NOT TO SCALEI o �� 24'.38' SCALE NOT TO SCA II 11 S i . 1' 1' -0' �O -O' I SCALE- NOT TO SCA 11•.17 SCALE: NOT TO SCALE T I .17 SCALE Nor TO SCALE t7' OF O S EXPIRATION DATE OF THE 24.0• MANUFACTURER: MOTOROLA I LICENSE: 06130112 LENG TH: 2 7 I' 13.O fi 3.0' WIDT 10 • DEPTH: 5.0' NANUFACTIIRER: POWERWAVE 10.0 PART / P65- ,8- X%W2 -R LENGTH: 48.0 WIDTH: 13.0 n PANUFACTURE ■ DEDEPT* 3.0• eP I_ 2 MOTOROLA WEIGHT: 20 IBS PART O RING PIPE lifT • H — (2) 12• LONG PIECES OF UM MOUNTING PIPE L.., o I O t H N l I j © __ i«— • a O c-'-' o • n V..� - m c • Z a g (7 I� p . ,, I v L til CA PS SPECIFICATION DAP SPECIFICATION ANTENNA SPECIFICATION MICROWAVE SPECIFICATION � 24'.315' I1 IL SCALE: t -, /2' e 1' - 24'.36 SCALE: 3 a 1' - 0• 6 24 S CALE: t -1/2 = t' -0' J 2 4 '.3 § ' SCAL t -f /2' t' -0' I SCALE: SCALE: 3/2' . I' n'rtT SCALE 1 1' - D' n » ' SCALE 3/4 - t' -o' n 1 SCALE 3/4' t' -0' SIGNS AND PLACEMENT: 1. LOW LEVEL BLUE NonCE SIGNS - PLANE AT SITE ENTRY / ACCESS POINTS ONLY. CLEARWIRE ANTENNA INFORMATION - ROOFTOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH: PLACE ON B 00• I ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBUC OR BUILDING _ DAD CENTER COAX _ REVISIONS TENANTS ON A REGULAR BASIS FOR ACCESS - IN MESE CASES CONSULT SECTOR ANTENNA BAND g AZIMUTH MODEL OTT. DOWNTILT ACT LENGTH (t) CONSTRUCTION MANAGER. .. , N, Ao. OA1E OExItP1roM VIAL - WATER TANKS: PLACE SIGNS ON COMPOUND GATE. A R ED f 60' POWERWAVE 2 0 B7' -0• 120' -O' I x rmn0�o. =MVO. Dana rA NETWORK CARRIER OWNED STIES. PLACE ONE SIGN ON COMPOUND NOTICE 3 U - GATE ALL SIGNS SHALL BE SECURED WITH EITHER STAINLESS STEEL ZIP B BLUE 2 180' POWERWAVE 2 0 97' - 0' . 120' - 0' C Tom 3I LTYRICK4 D MAG% •A TIES OR STAINLESS TECH SCREWS. 0 9 A s+ -n -u MEP RA MARC. leu.a RJR C YELLOW 3 300' POWERWAVE 2 7• - 0' 120' -0' . 01-12.1E MD TIN oaemca COMM KA 2. CONSTRUCTION COORDINATOR PARTICIPATION IN SIGN LOCATION: C11), NETWORK CARRIER CONSTRUCTION MANAGER SHALL MEET WITH ALL 2'0 MW TBD TBD ANDREW 1 0 99' -0 120' -0' CONSTRUCTION COORDINATOR'S TO OUIUNE CRITERIA FOR SIGN PLACEMENT. ` 2 . 0 MW TOO TOO ANDREW 1 0 99' - IZO' - EMPHASIS SHALL BE PLACED ON 'CHALLENGING' STIES, WHERE THE 8 NETWORK CARRIER CONSTRUCTION MANAGERS SHALL GIVE CONSTRUCTION n 2 MW TBD TBD ANDREW 1 0 99' -0' 120' -O' COORDINATOR'S AS MUCH GUIDANCE ON EACH SPECIFIC SITUATION AS , O 97' -G' 120• - O' POSSIBLE. HOWEVER. CONSTRUCTION COORDINATOR'S SHALL BE 2'0 MW TED TBD ANDREW _ - ENCOURAGED TO PARTNER WITH NETWORK CARRIER CONSTRUCTION MANAGER we.r.« ∎• ... 2 MW TBD TBD ANDREW 1 0 B7' -6' 120' -0' IN DECIDING PLACEMENT PERTAINING TO CHALLENGING SITES. A SITE VISR ��.••• •••7..' NOT FOR CONSTRUCTION UNLESS MAY BE REQUIRED TO FULFILL REQUIREMENTS. CONSTRUCTION COORDINATOR GPS ANTENNA LOCATION OPTIONS: (1) EQUIPMENT CABINET: (2) ANT ENNA MIST: (3) H - FRAME: FIELD VERI LABELED AS CONSTRUCTION SET e , SHALL IDENTIFY ALL SIGN LOCATIONS AT THE A& E E WALK. PLEASE SEE SIGN .e.. r wee.a....•...••.. DETAIL AND SIZE. d ^.,r. ...... .3. SIGN LABEL MARKING SHALL BE PLACED AT: SHEET TITLE INVENTORY FROM WMENOUSE: SIGN INVEENTORY SHALL BE ACCESSIB 1. WITHIN I2' OF CABLE AT BOTH ENDS LE AT NETWORK CARRIER WAREHOUSE 2. AT /NEAR TOWER MGB TO BE DISBURSED AS PART OF THE GENET AL CONTRACTOR BOTH AS CALLED 3. PRIOR TO ENTRY INTO THE CABINET FOR A CABLE SUPPORT BRIDGE RE INFORMATION AND DETAILS OUT IN Atli DRAWINGS FOR EACH SITE. •COORDINATE BAUCHAUL INSTALLATION WITH FINAL ENGS • SHEET NUMBER NOTICE SIGNAGE -j ANTENNA SCHEDULE NOT USED jI?F—! 24%36' SCALE. NOT TO SCALE 3 2! .36; L SCALE. T NOT O SCAE 2 ' 24_.J6 SCALE: N OT TO SC I1 - .17' SCALE: NOT TO SCALE _ I 1 SCALE. NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. TEST D , IPM M I S Ora =ail WILIRON 51E0/ASTER 5331 CABLE AND ANTENNA ANALYZER OR EQUNALENT EQUIPMENT SPLCTNUM ANALYLLR WITH HLUT STORAGE CAPABILIY (800MHz -2.1 CH, RANGE) OR APPROVED EQUAL SPECTRUM ANALYZER (FOR PORT -TO -PORT TESTING) SIGNAL GENERATOR (800MHZ -2.1 Gat RANGE) SIGNAL GENERATOR (FOR PORT -TO -PORT TESTING) OIRECRONAL COUPLER (40 dB DIRECTMTY OR BETTER) 7 EITHER ITT CAPABILITY FOR THE SPECTRUM ANALYZER OR TOR EQUIPMENT REVISIONS No DATE OESCRPTTWN INN4AL , U -IN-U r910W7 COMM Dtln6 run 7 11-N -N r•N CCNSTSSICN 04•7C5 UA 3 :N - N - U I04I ITV. s>sirw Do>:55 API • Td-M -I ENS) Ml 01611701 01335421 WJ9 I RXI I NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ANTENNA MOWN TN T ANTI ORIFNTATO? =MR &MIMS I DOWN -TILT S I ORIEMATIDN I sic, TIT SECTOR 1 110/650 Rxi SECTOR 2 Tx I 1 SECTOR 3 1X0 /RXo I RXI I FOUIPMFNT SPECIFICATIONS. I) BINOCULARS OR SPOTTING SCOPE. COMPASS. TELESCOPIC ANTENNA POINTING DEVICE. SURVEYOR'S MAP. INCUNOMETER AND DECLINATION INFORMATION FROM MAGNETIC NORTH. 2) TRANSMISSION UNE TEST EQUIPMENT; WY BE EITHER OF THE FOLLOWING TEST EQUIPMENT SUITES BUT MUST MATE WITH BOTH N -TYPE AND DIN -TYPE CONNECTORS 3) PRECISION N -TYPE TERMINATIONS FOR TEST EQUIPMENT CALTBRATION A) MATCHED LOAD (30 OHM TERMINATION AT PCS/ESMR FREQUENCIES) B) SHORT LOAD C) OPEN LOAD 4) PLOTTER /PRINTER OR LAPTOP PC WITH CABLING 5) PRECISION DIN -TYPE TERMINATIONS FOR SWEEP TESTS A 7/16 DIN PRECISION SHORT TERMINATION 8 7/16 DIN PRECISION OPEN TERMINATION C 7/16 DIN PRECISION MATCHED LOAD TERMINATION 6) N TYPE PRECISION SNORT TERMINATION (AT CPS FREQUENCIES) 7) TORQUE WRENCH WITH INCREMENTS DOWN TO 5 07 -LBS NOTE: WHEN USING ME ANRITSU SITE MASTER YOU MUST BEWARE OF WHAT YOU HAVE THE SITE MASTER MODE SET-UP TO MEASURE. IF THE SITE MASTER MODE IS SET -UP TO MEASURE RETURN LOSS YOU MUST ONIDE THE PEAK AND VALLEY MEASUREMENTS BY (4) TO GET THE CORRECT INSERTION LOSS. IF THE SITE MASTER MODE IS SET -UP TO MEASURE CABLE LOSS YOU MUST OMDE THE PEON AND VALLEY MEASUREMENTS BY (2) TO GET THE CORRECT INSERTION LOSS. THE MATHEMATICAL MODEL FOR RI. OF EACH CABLE ASSEMBLY (JUMPER. OR MAIN UNE) IS PROVIDED BELOW: 1) CONVERT ALL COMPONENTS ( V VYS S :\ TO REFLECTION COEFFICIENT REEF T 2) CALCULATE FEEDER ATTENUATION FACTOR: ATT FACTOR • EXP(- (ATTENUATION (D8 /100/1)•LLNGIH (FI) /4J4.J) 3) COLLECT CONTRIBUTING REFLECTIONS AT BOTTOM OF SYSTEM 4) MULTIPLY REFLECTION COEFFICIENTS OF TOP COMPONENTS BY ATTENUATION FACTOR FROM STEP 2 5) REFLECTION COEFFICIENTS OF BOTTOM COMPONENTS ARE UNCHANGED 6) DETERMINE RSS (ROOT SUM OF THE SQUARES) OF REFLECTIONS FROM STEP 3 REF . (REF 1 2 +REF2 - 2 +REFS 2 +.....) - A 7) CALCULATE EXPECTED SYSTEM VSWR AND RETURN LOSS: VSWR . (1 +RFf) /(1 -RFF) RET LOSS • - 20 10(RSS) SWEEP TEST PBOT'FDIIRF• PRELIMINARY VISUAL INSPECTION PRIOR TO TRANSMISSION UNE TESTING. A VISUAL INSPECTION S TO BE PERFORMED TO VERIFY THAT THE CELL SITE IS PROPERLY CONFIGURED AND READY FOR SWEEP TESTING. TINS INSPECTION VERIFIES THAT PROPER TRANSMISSION LINE CABLES ARE INSTALLED. THAT ALL JUMPERS HAVE BEEN CONNECTED. AND THAT THE CABLES HAVE NO NOTICEABLE STRUCTURAL PROBLEMS. TEST PREPARATION VERIFY THAT ALL TEST PERSONNEL AND EQUIPMENT ARE PRESENT. INCLUDING TOWER CREW FOR ANTENNA MAST ACCESS TESTING SEQUENCE I) VERIFY THAT THE CORRECT BOTTOM JUMPER IS PRESENT (IF APPLICABLE) AND OF THE PROPER LENGTH AND NOTE IN THE CHECK OFF SHEET 2) VERIFY MAT THE CORRECT TOP JUMPER IS PRESENT (IF APPLICABLE) AND OF THE PROPER LENGTH AND NOTE IN THE CHECK -OFT SHEET. 3) VISUALLY CHECK FOR ANY EXCESSIVE JUMPER STRESS CAUSED BY THE BEND RADIUS AT EITHER TOP OR BOTTOM JUMPER. AND NOTE ANY PROBLEMS IN THE CHECK -OFT SHEET 4) VERIFY THAT THE CORRECT ANTENNA(S) ARE INSTALLED FOR EACH SECTOR. 5) VISUALLY VERIFY THAT CONNECTIONS BETWEEN JUMPERS AND MAN FEED UNE ARE HATED. 6) VISUALLY CHECK FOR DENTS. KINKS. OR OTHER OBVIOUS STRUCTURAL PROBLEMS WITH THE FEED -UNE OR JUMPERS. EXIT CRITERIA VERIFY THAT THE CABLE AND ANTENNA ARE PROPERTY INSTALLED AND FREE FROM ANY OBVIOUS DEFECTS. FFTD II NE INSFRTION I MS TEST; TEST THE INSERTION LOSS VALUES ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY RANGE (TO AVOID RE-CALIBRATION FOR DISTANCE -TO -FAULT TEST). TEST PREPARATION t) INSTALL A 7/16 DIN SHORTED LOAD INTO THE CONNECTOR AT THE ANTENNA END OF THE TRANSMISSION FEED UNE TOP JUMPER. 2) VERIFY THE TORQUE SETTING OF THE FEED UNE CONNECTOR WITH THE SHORTED LOAD MATCHES THE MANUFACTURER'S RECOMMENDATIONS. 3) SET THE TEST EQUIPMENT TO SWEEP THE FREQUENCY RANGE IN USE IN TOUN MANKLI. 4) IF THE FIELD ENGINEER PREFERS, THE TOWER GROUNDING AND ME FEED -UNE GROUNDING CAN BE CONE AT THIS POINT. THIS STEP IS ME FIELD ENGINEER'S PREROGATNE. 5) SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT 6) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT. 7) VERIFY TWAT THE DISPLAY VRLL SHOW INSERTION LOSS (CALLED CABLE LOSS ON THE SITE MASTER). OR MEASURE RETURN LOSS THEN DIVIDE BY 2. B) CONNECT ME TEST EQUIPMENT TO THE 130TTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION) 9) PERFORM SETUP AND MEASUREMENTS FOR AU. REMNNINS TRANSMISSION ONES. EXIT CRITERIA ALL TRANSMISSION UNES IN ALL SECTORS HAVE INSERTION LOSS LESS THAN OR EQUAL TO THE MAUMUM ALLOWABLE THRESHOLD. CABLE ATTEN. CABLE LENGTH (dB/FT) (FT) BOTTOM JUMPER. X WIN FEEDUNE• X TOP JUMPER: BOTTOM JUMPER LOSS (dB) MAIN FEEDUNE LOSS (dB) / CONNECTOR • IF TOP AND BOTTOM JUMPERS ARE NOT APPLICABLE TO YOUR CABLE CONFIGURATION. ENTER (0) LOSS FOR THESE INSERTION LOSS (dB) ATTEN. PER INSERTION LOSS PAIR (0) (dB) 0.14 . TOP JUMPER CONNECTOR MAX. INSERTION LOSS (dB) LOSS (dB) LOSS (dB) Fun UNE OISTANT:F- TO - FAUTT TEST; ANY DISCONTINUITY (CONNECTOR CONTACT. KINKED CABLE. DAMAGED CABLE. OR OTHER ANOMALY) IN A TRANSMISSION CABLE RESULTS IN THE REFLECTION OF SOME OF THE TRANSMITTED POWER. THIS REFLECTION IS A LOSS OF THE INTENDED TRANSMIT POWER AND IS CALLED 'THE RETURN LOSS' BY MEASURING ME TIME REQUIRED FOR THE SIGNAL TO TRAVEL TO THE POINT OF ANOMALY AND BACK, ONE CAN DETERMINE THE ANOMALY'S DISTANCE FROM THE POINT OF ORIGINATION OF THE SIGNAL. THE RETURN LOSS VALUES OF THE FEED UNE COMPONENTS ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY BAND. MIS TEST USES DISTANCE TO FAULT MEASUREMENTS TO DETERMINE THE RETURN LOSS ASSOCIATED WITH EACH CONNECTOR PAIR AID CABLE COMPONENT OF THE TRANSMISSION FEED LINE. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUES USTED BLOW. IF THE VALUE OF ME RETURN LOSS DOES NOT MEET THIS VALUE. THEN THE APPLICABLE ANTENNA TRANSMISSION UNE SYSTEM FAITS. BY USING TES TEST THE SUSPECT COMPONENT CAN BE LOCATED AND CORRECTED. THE MT MEASUREMENT CAN THEN BE REPEATED TO VERIFY ADHERENCE TO SPECIFICATIONS. ENTRANCE CRITERIA - PASSED PREUMINARY VISUAL INSPECTION - PASSED FEED UNE INSERTION LOSS TEST TEST PREPARATON I) INSTALL R A 7/16 DIN 50_MATCHED LOAD INTO THE CONNECTOR AT ME ANTENNA END OF TRANSMISSION FEED LANE TOP JUMPE 2) VERIFY THE TORQUE SETTING OF THE FEED UNE CONNECTOR WITH THE HATCHED LOAD MATCHES THE MANUFACTURER'S RECOMMENDATIONS 3) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE FOR THE ASSIGNED FREQUENCY BAND USED IN THE MARKET. ENSURE THAT THE TRANSMITTED SWEEP FALLS WITHIN THE AUTHORIZED BAND FOR THE MARKET. FREQUENCIES USED ARE_MHZ OTHER FUTURE FREQUENCIES THAT REQUIRE SWEEPING ARE_MHZ 4) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT WWUFACTURER'S EQUIPMENT 5) VERBY THAT THE TEST EQUIPMENT IS CONFIGURED TO MEASURE DISTANCE TO FAULT 6) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING TESTING SEQUENCE NOTE MEASUREMENTS OF THE RETURN LOSS AND THE DISTANCE CORRESPONDING TO EACH CONNECTOR PAIR. ALSO NOTE THE LOWEST RETURN LOSS VALUE AND CORRESPONDING DISTANCE FOR EACH CABLE (WHERE PRACTICAL; USUALLY CABLES ).6' -0' IN LENGTH). IF THE MEASURED RETURN LOSS FOR MY COMPONENT IS LESS THAN THE APPROPRIATE VALUE FROM THE TABLE BELOW. ME TEST HAS FAILED. REPLACE ANY FAILED COMPONENTS AND RE -TEST THE TRANSMISSION UNE FROM THE BEGINNING OF THE ATP. PERFORM THE SETUP AND MEASUREMENTS FOR ALL REMAINING LINES EXIT CRITERIA ALL TRANSMISSION LINE COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD. MINIMUM COMPONENT RETURN LOSS VA TIES COMM CONNECTORS CABLE RETURN LOSS TAR) 30 • 45 ANTENNA SUBSYSTEM RETURN LOSS 7FST- THE RETURN LOSS VALUES OF THE ANTENNA SUBSYSTEM COMPONENT (NOT TO INCLUDE TRANSMISSION FEED UNE CONTRIBUTIONS) ARE TO BE OBTAINED FOR THE COMPANY'S ASSIGNED FREQUENCIES IN YOUR MARKET. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUES CALCULATED FOR YOUR SPECIFIC ANTENNA. IF ME VALUE OF THE RETURN LOSS IS LESS THAN THE THRESHOLD VALUE. THEN THE ANTENNA FAILS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THIS TEST. THIS TEST MUST BE REPEATED FOR EACH CARRIER FREQUENCY IN USE AT THE SITE. ENTRANCE CRITERIA VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY REFERENCING THE ANTENNA SWEEP ANALYSIS FOR YOUR MARKET BY CONTACTING RF ENGINEERING. - PASSED PREUMINARY VISUAL INSPECTION - PASSED FEED UNE INSERTION LOSS TEST - PASSED FEED LINE DISTANCE -TO -FAULT TEST TEST PREPARATION - BIB RECEIVE FREQUENCY TEST CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION RECEIVE FREQUENCIES USED IN YOUR MARKET. 1) CAIJBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S INSTRUCTION. (CALIBRATE WITH AN OPEN. SHORT AND 50 OHM LOAD) 2) NERDY THAT ME DISPLAY WILL SNOW RETURN LOSS VALUES. 3) REMOVE THE CALIBRATION LOAD FROM THE TOP JUMPER CONNECTOR AND CONNECT THE ANTENNA TO THE FEED UNE TOP JUMPER. 4) VERIFY THE TORQUE SETTING OF ME FEED LINE CONNECTOR WITH THE ANTENNA MATCHES THE MANUFACTURER'S RE COMMENDATIONS. TEST EQUIPMENT CONNECTION TESTING SEQUENCE - FRS RECEIVE FREQUENCY TESTS TAKE MEASUREMENT OF ME LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED, THEN THE TEST HAS FAILED. TEST PREPARATION - 875 TRANSMIT FREQUENCY TESTS 1) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT FREQUENCIES USED IN YOUR MARKET. 2) SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT. 3) CALIBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S INSTRUCTIONS. (CALIBRATE WITH AN OPEN, SHORT, AND 50 OHM LOAD). 4) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS. TESTING SEQUENCE - BTS TRANSMIT FREQUENCY TESTS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE IN THE PROVIDED WORKSHEET IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED, THEN THE TEST IS FAILED. PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION UNES. EXIT CRITERIA ALL ANTENNAS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD JNANSMTSSION SKIN RETURN TOSS TEST. THE RETURN LOSS VALUE FOR THE AGGREGATE TRANSMISSION UNE AND ANTENNA SYSTEM (INCLUDING WEATHER PROOFING) IS TO BE OBTAINED FOR BOTH THE BASE STATION TRANSMIT AND RECEIVE FREQUENCIES ASSIGNED AND CLEARED IN YOUR MARKET. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUE. IF THE VALUE OF THE RETURN LOSS IS LESS THAN THE DESIGNED VALUE. THEN THE SESTET/ FADS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THE ATP. ENTRANCE CRITERIA - VERIFY THAT ME FREQUENCY CHANNELS ARE CLEW BY CONTACTING RI ENGINEERING - PASSED PRELIMINARY VISUAL INSPECTION - PASSED FEED UNE INSERTION LOSS TEST - PASSED FEED UNE DISTANCE -TO -FAULT TEST TEST PREPARATION - BM RECEIVE FREQUENCY TESTS I) VERIFY THAT ANTENNAS ARE CONNECTED TO THE APPROPRIATE FEED LINE AS DESIGNATED IN THE COLOR CODING SCHEME (SEE CONSTRUCTION SPECIFICATIONS) 2) DETERMINE THE RETURN LOSS VALUE OF THE ANTENNA 3) VERIFY THE TORQUE /CRIMPER SETTING OF THE FEED LINE CONNECTOR. MATCHES THE MANUFACTURER'S RECOMMENDATIONS. 4) APPLY WEATHER PROOFING TO EACH ANTENNA/CONNECTOR INTERFACE. AVOID BLOCKING ANY WEEP HOLES ON THE ANTENNA- 5) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION). 6) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION RECEIVE RF FREQUENCIES USED IN YOUR MARKET. 7) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT. B) VERIFY THAT ME DISPLAY WU. SHOW RETURN LOSS. THE SWEEP TESTS PROVIDE A MEANS OF DETERMINING THE CONDITION OF THE TRANSMISSION SYSTEM. R IS IMPORTANT TO MAINTAIN A VALUE OF RETURN LOSS THAT IS AS LOW AS POSSIBLE TO MAINTAIN THE SYSTEM INTEGRITY. R IS ALSO VITALLY IMPORTANT TO REALIZE THE PROPER TEST CONDITIONS WHEN ANALYZING THE SYSTEM. THE BEST RETURN LOSS FIGURES WILL ALWAYS OCCUR WHEN THERE IS A SO OHM LOAD PRESENT AT THE END OF THE TRANSMISSION UNE RATHER TWIN AN ANTENNA IT IS ALSO IMPORTANT TO COMPARE SWEEP RESULTS USING THE SAME EXACT SETUP. THAT IS IF THE MEASUREMENT WAS MADE WITH AN ANTENNA THE COMPARED RESULTS MUST BE MADE WITH THE SAME ANTENNA OR ONE WITH VERY SIMILAR RETURN LOSS CHARACTERISTICS IF THE RESULTS WERE OBTAINED WITH A 50 OHM LOAD THEY MUST BE COMPARED WITH A 50 OHM TERMINATION. TESTING SEQUENCE - BTS RECEIVE FREQUENCY TESTS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE TRANSMISSON SYSTEM IS LESS THAN THE THRESHOLD VALUE. THEN THE TEST HAS FAILED. IF A FAILURE OCCURS. PERFORM A DISTANCE TO FAULT MEASUREMENT AND REPLACE THE SUSPECT COMPONENT. (NOTE: AT THIS PONT. IF ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED. ME ANTENNA CONNECTION S MOST LIKELY FAULTY). IF REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANIENNA/ANTENNA CONNECTION RE -TEST THE TRANSMISSION UNE FROM THE BEGINNING OF THE ATP. TEST PREPARATION - BTS TRANSMIT FREQUENCY TESTS - SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT RF FREQUENCIES USED IN YOUR MARKET. SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT - CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT - VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS - VERIFY RETURN LOSS VALUES TESTING SEQUENCE - BIS TRANSMIT FREQUENCY TESTS - TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE, THEN ME TEST HAS FAILED. IF A FAILURE OCCURS. PERFORM A DISTANCE TO FAULT MEASUREMENT AND REPLACE THE SUSPECT COMPONENT. (NOTE: AT THIS POINT. IF ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED. THE ANILNNA CONNLCIIUN D MUST LIKELY FAULTY). IF REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANTENNA/ANTENNA CONNECTION. RE -TEST THE TRANSMISSION UNE FROM THE BEGINNING OF THE ATP - PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION UNES EXIT CRITERIA ALL ANTENNAS AND COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWAB THRESHOLD VALUE. - PASSED PRELIMINARY VISUAL INSPECTION - PASSED FEED UNE INSERTION LOSS TEST - PASSED FEED UNE DISTANCE -TO -FAULT TEST - PASSED ANTENNA SUBSYSTEM RETURN LOSS TEST FINAL VISUAL INSPECTION. ENTRANCE CRITERIA PASSED ALL ELECTRCAL TESTS. TESTING SEQUENCE I) VERIFY THAT THE RADOMES ON ALL ANTENNAS ARE SEALED AND 00 NOT HAVE ANY CRACKS. INCLUDING CPS 2) CHECK THE ANTENNA MOUNTING 3) MEASURE ANTENNA ORIENTATION TO WITHIN 2 DEGREE RELATIVE TO MAGNETIC NORTH. MEASURE MECHANI DOWN -TILT TO WITHIN 0.25 DEGREE FROM HORIZONTAL FOR EACH ANTENNA IN LACK SECTOR. RECORD DOWN -TILT AND ORIENTATION ON THE VSUAL INSPECTION CHECK -OFF SHEET. O25 5D T ANTENNA IS DEGREES AND RECORD AS PASS OR FAIL ON THE VISUAL INSPECTION NO D CHECK -OFF SHEET. 5) IS HORIZONTAL) TO WITHIN 5) VERIFY ME COAXIAL COLOR CODING MATCHES THE CORRECT ANTENNA AND SECTOR AND INDICATE AS PASS OR FAIL ON THE VISUAL INSPECTION CHECK -OFF SHEET. (SEE CONSTRUCTION SPECIFICATION FOR ANTENNA CABLE COLOR CODING SCHEME). 6) VERIFY THAT APPROPRIATE TAGS ARE ATTACHED TO THE TOP AND BOTTOM OF THE FEED LINE SYSTEM AND INDICATE PASS OR FAIL ON THE VISUAL INSPECTION CHECK -OFT SHEET. 7) VERIFY THAT CONNECTOR WEATHER PROOFING S COMPLETE AND INDICATE ON THE VISUAL INSPECTION CHECK -OFF SHEET. 8) CAREFULLY CHECK ALL ANTENNA FEED USES FOR DENTS AND KINKS AND OTHER ANOMALIES AND INDICATE OBSERVATIONS ON THE VISUAL INSPECTION CHECK -OFF SHEET. 9) RECORD ALL INFORMATION IN THE SITE LOG BOOK AND THE SITE SPREADSHEET DOT CRITERIA SUCCESSFUL COMPLETION OF THE ANTENNA SWEEPING ATP CONNECTORS P/F SECTOR /1 SECTOR /2 SECTOR /3 2/FATHER PROOFING P/F SECTOR /1 SECTOR /2 SECTOR /3 WEATHER PRDITFINC P/F SECTOR /1 SECTOR /2 SECTOR /3 ANTENNA P/F SECTOR /1 SECTOR #2 SECTOR /3 (TS. DAP. OR RRU UNE COLOR CODING—N TAG ANTENNA FYTAX CARI F P/F SECTOR /1 COLOR CODING SECTOR /3 ( q , 0 ) SECTOR /3 7 TOP JUMPER ■ BOTTOM JUMPER COLOR CODING COLOR CODING GROUNDING STRAP TRANSMISSION UNE COAX COLOR CODE P/F SECTOR /1 SECTOR /2 SECTOR /3 CROUNTIING SECTOR 91 SECTOR /2 SECTOR /3 clear w° r e® 4400 CARILLON POINT KIRK1AND. WA 98033 PACIFIC TELECOM SERVICES. LLC K4 nry 4..r.. S. S••. 4A Lem.. NA. 10104 FN..4 (10e) 141 -9000 re.: (7001 90S -05 A% RICHARD B. HALL S VV V 1,7 5008 4 ' OF vv EXPIRATION DATE OF THE LICENSE: 06130112 Z 0 ce F- V it N • FN FN O N 0, O I O K O O a , Z i - tn I- O O SHEET TITLE SWEEP TEST SHEET NUMBER ftF-2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WINCH RELATES TO CARRIER SERVICES IS STRICTLY PROHIB OR- POR424 -A GROUNDING NOTES: 5. A SECOND CLEARINRE BUSS sots Mai STAND OFT INSULATORS (E.G. PIROO / VALMONT GROUNDING BUSS BAR PART GROUNDING KEYED NOTES; / NUMBER 82991 (GLEAN/ARE CONSTR1CTK7N MANAGER SHALL CONFIRM BUSS BM PART PRIOR TO CONTRACTOR PURCHASE 82372 OR EQUIVALENT O GROUND BAR CONSTRUCTION ANO 9/E -2 FOR GROUND WIRE CONNECTIONS I. CONTRACTOR SWILL CAREFULLY REVIEW GROUN NOTES AND CONSULT WTTH TOWER OWNER FOR SITE SPECIFIC G TMARTJ BEING ro CT ADDITIONAL DwER SURFACE R LIGHTNING REST E71NC DEEDICATED clear W ° re ® INTERNAL SITE CONSTRUCTION CABINET GROUND BUSS BAR SEE DETAIL S TIO FOR CONDITIONS IF THERE SHOULD BE ANY FURTHER CLARIFICATIONS NEEDED UNIVERSAL CLAMP NUMBER 01852 OR EQUIVALENT (W1I ND STAOFF CHERRY INSULATORS)) SHALL BE ADDED AT THE BASE 2. CLEARWIRE GROUNDING LEADS COMING FROM BOTH ANTENNAS AND COAX GROUND KITS SHALL BE DIRECTED TO A VIIRE GROUND LEAD BEING DIRECTED TO GROUND AND ATTACHED TO THE EXISTING TOWER GROUND RING (FINAL • O INTERNAL SITE SUPPORT TELCO BOX GROUND BUSS B. SEE DETAIL 5/E -2 FOR DEDICATED CLEARWIRE BUSS BARS AND SHALL BE LOCATED UP ON A GIVEN POLE OR TOWER NEAR THE BOTTOM OF CLEAR RK GROUND BAR CONSTRUCTION AND 9/E -2 FOR GROUND WIRE CONNECTIONS ANTENNAS BEING DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE MID / OR ANGLE INS LOCA ATION) ON OF BOTTOM Of TOWER GROUND BUSS BAR SHAH BE APPROVED BY TONER REPRE$ GROU D RIN KI TO aa Ri( T IAN CARILLON LLON WA B POINPOIN ADAPTERS (E.G. FIROD / VALMONT GROUNDING BUSS BAR PART NUMBER 82981 ARWIRE CONSTRUCTION MANAGER 0 MAIN GROUND BAR MOUNTED ON CONCRETE SLAB. SEE DETAIL 5/E -2 FOR GROUND MALL 2 3 BUSS BAR PART PRIOR TO CONTRACTOR PURCHASE OF PMT) BEING ING ANCHORED TO A MOUNTING BRACKET 6. CLEARWIRE GROUND LEAD FROM LOWER WITH BUSS BAR SHALL BE NO. 2 OR 2/0 AWG WIRE AND SHALL ATTACHED BM CONSTRUCTION AND 9/E -2 FOR GROUND WIRE CONNECTIONS KIT 872 FOR 82372 OR EDUNAIEHT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER 81802 OR EQUIVALENT (W /O TO EXISTING POLE / TOWER GROUND RING NG WITH PARALLEL THOU WIRE MOLD (E.G. PROD / VALMONT PART NUMBER O /2 EXTERNAL GROUND RING. SEE DETAIL I2/E -2. CHERRY INSULATORS)). 171791 OR EOUNALEM). • 3. ANCHORING OF CLEARWIRE UPPER BUSS BAR SHALL NOT EMPLOY THE USE OF ORIWNG. WELDING OR CUTTING INTO THE 7. CLEARWIRE GROUND LEADS MAY NOT BE ATTACHED TO EXLSTiNG GROUND RINGS WITH ANY CONFIGURATION OTHER THAN O GROUND ROD SPACED B' -0 APART. SEE DETAIL 10/E -2. EXISTING POLE OR TOWER (ALL NEW ATTACHMENT BRACKETS SHALL BE CLAMPED OR MECHANICALLY FASTENED TO POLE THE *PARALLEL THRU WIRE MOLD' WITH THE LEAD SWEEPING INTO THE GROUND RING IN THE CONFIGURATION SHOWN ON ■ ■ © TEST WELL. SEE OETAIL 11/E -2. OR TOWER). THE GROUNDING PLAN. 0 CAD WELD. SEE DETAIL 3/E -2. 4. CLEARWIRE ANTENNA AND COAX GROUND LEADS SMALL TERMINATE AT UPPER BUSS BAR W/O INSULATORS AT THE NEAR B. CLEARWIRE GROUND LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS AN ESTABLISHED GROUND PACIFIC TELECOM SERVICES. EQ1SS BM POSITIONED AT THE TOP OF A NONCO2ROUCTNE POLE OR STRUCTURE (E.G. WOOD UTILITY POLES. PRE -CASE ANTENNA LOCATION WITH LEADS NOT CONTINUING GOWN THE POLE SHAFT OF TOWER LEG (TOWER STRUCTURE SHALL LLC p6 /2 ANC GROUND FRAM TELCO BOX GROUND BUSS BM TO SITE SUPPORT CABINET SERVE AS GROUNDING MEDIUM IN ORDER TO ENSURE THAT ALL EQUIPMENT ON THE TOWER IS ON THE SAME GROUND CONCRETE POLES. BIALDINGS. FIBERGLASS STRUCTURES. ETC.) SHALL EMPLOY THE USE OF SEPARATE GROUND LEAD 3.1. ax GROUND PLAN CONDUCTORS RUNNING DOWN THE POLE OR STRUCTURE TO A BUSS BAR AT THE BASE OF THE POLE OR STRUCTURE xa n .. ., avenue s, . s.. GROUND BUSS BAR SEE DETAIL 9/E -2 POTENTIAL MAINTAINING ONE COMMON E) . AND FURTHER RUNNING IMO AN EXISTING GROUND RING. •A..'.• (MO 3.2 - 1000 T,.. WS) 103 - 1313 0 08 ANC GROUND FROM BREAKER BOX TO THE TELCO BOX GROUND BUSS BM SEE DETAIL 9/E -2 10 /8 AWG GROUND FROM BREAKER BOX TO THE TELCO BOX //..�� , /2 AWO GROUND 0M SITE SUPPORT CABINET GROUND BUSS BAR TO WIN .L` 1 \\ t FT1 O GROUND BAR (TYP OF (2) PLACES) SEE DETAIL 9/E -2 �� Q /2 AWD GROUND FROM WAIN GROUND BAR TO EXTERNAL GROUND RING (TYP OF ~ ' CHARD B. HAL ' �'� 2) PLACES) SEE UETWI. 12/E -2 _ _ 13 /4 AWG WELDING CABLE OR FLEXIBLE CABLE. CATE JUMPER. SEE DETAIL 6 /E -2. fA 18 AWG GROUND FROM VERTICAL FENCE POST TO EXTERNAL GROUND RING (TYP). , ~ SEE DETAIL 7/E - AND 12/E -2 (n S •-' � L WA • ANTENNA GROUND BUSS BAIL AT ANTENNA LEVEL OF TOWER WITH COAX GROUND �.re� 5008 LICENSE: 08130112 , -- ♦ KR. SEE DETAIL S /E -2 FOR GROUND BAR CONSTRUCTION. 9/E -2 FOR GROUND �A WARE CONNECTIONS. AND 2/E -2 FOR COAX GROUNDING. np TOWER GROUND BUSS BAR AT BOTTOM OF TOWER wITH COAX GROUND KIT. SEE OF V 18 DUAL 5/E -2 FOR GROUND BAR CONSTRUCTION. 9/E -2 FOR GROUND WIRE CONNECTIONS. AND 2/E -2 FOR COAX GROUNDING. IRATION DATE OF THE 17 18 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUSS BAR (TIP). SEE DETAR 4/E -2. ,8 / /2 AWG RROUN ROLL NT AEEN AGROUND BUSS BAR TO TOWER GROUND BUSS BM 2 AWG GROUND FROM TOWER GROUND BUSS BAR TO EXTERNAL GROUND RING / 19 OF (2) PLACES). SEE DETAIL 12/E-2 Q DETAIL 2 8 AWG GROUND FROM CPS ANTENNA MOUNT TO EXTERNAL GROUND RING SEE / O 21 /6 AWG GROUND FROM POWER METER TO ISOLATED GROUND ROD SEE DETAIL / 10 /E -2. W © /6 AWG GROUND FROM COAX SUPPORT VERTICAL POSTS TO EXTERNAL GROUND .- ._•- •- •- "'- • -• -•_ • -• -. _._._ - - _. _ _. _. _. . - ._. . - - - . - ¢ RING (TYP). SEE DETAIL I2/E-2 � • _ _, - . n O _ Q < IA 8 r4 . 23 EQ /2 AWG GROUND FROM TOWER GROUND RING TO UIPMNT E GROUND RING (111* .7 OF (2) PLACES) SEE DETAIL 12/E -2 �— • -�� N a cn • LIB AWGTAIL�NE FROM DAP UNITS (TYP OF (6) PLACES) TO TOWER GROUND BAR � •' Q • O O ® O LL] 0 • / Irr X 0 ii r O / © 1� j I / 1 �� 1 � ? ti � � I o ",-. 77/ ® � t 1 ---- , -' . Or ' f : ,. 0 0 . TM\ • / 0 0 Mk '7 \ � !,. i 4 TINS • GEH GENERATOR ® GROUND ROD ONCUTI SYMBOL$ `• l ECTRICAI � P/ ., m �� 16BREVIAT10N� E 1 I REVISIONS AWG AMERICAN WERE GAUGE N D B • `. : Q 1 e I I N0. BATE DISCWPT.OV IX17ML 0 GROUND . - ' ■' ' — �` 0 , � /� a j 8.1 AIILM33W Hb6EXIW 11MO6 w1R BCW BARE COPPER WIRE I •o— —.o_w �, �^ / . DEC DRAWING C. GROUND ROD 1TITH ACCt59 — — — — .o —� —� \ I 2F2. -10 1wY OG34NiCrOY MM'3LS WAR • !i rte.. ' I ` 3 2r •n • n m9D 3N o3s�sv Dana wJA EMT ELECTRICAL METAWC TUBING 9 CHEMICAL GROUND ROD I .o /J ` , 'v V: • 8) ISJSO FM �IXVTL7 ,_,_,_,_, -,_�_ _ _ _ T _ IGR INTERIOR GROUND RING (HALO) p DISCONNECT SWITCH - - _ -- •_---- _• -• -•- • -• -'- - '-'-• -.� ,_ IMC INTERMEDIATE METALLIC CONDUIT MOB MASTER GROUND BAR ® METER ~!• — but A PCS PERSONAL COMIAUNXSLDON SYSTELI CIRCUIT BR ER m■ � If _I \' NOT FOR CONSTRUCTION UNLESS . . � LABELED AS CONSTRUCTION SET PTS PO'AIER TRANSFER SWITCH • — c C PVC RIGID (SCH. 40) POLYNNYL CHLORIDE CONDOR CADWELD TYPE CONNECTION / i •n I S RGS RIGID GALVANIZED STEEL • COMPRESSION TYPE CONNECTION / _/ / / CRO SCHEMA RIMY RACEWAY GROUNDING WIRE / i / • TYP TYPICAL ` 8 �- REFERENCE SHEET / / / / / // / / / / / 4 SHEET NUMBER El 2+ 9 SCAJE: 1/2• - 1.-0 GROUNDING SCHEMATIC' I1 SCALE: I /a' el' -O 2 18 , 8 0 ' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED 16 AWG FROM ANTENNA v IXISTING GRADE � CABLE GROUND KR A e r _ 3/4' CRUSHED STONE, 18' DIAMETER PRECAST V/ / ' ' /�W4» \T 1 cl Y V r e® %N.% •■ nu. TEST WELL T O WELL WITH SELF SEALING FLOOR OR L �`` ■ WITHIN Y OF TOP STEEL UD. SUBMIT SHOP , AMENNAETOWER E I' ~ I I I 4400 CARILLON PONNT \ I R N IRKIAND. WA 98033 Y O DRAWINGS FOR APPROVAL O ry EXISTING GRADE ['CURFEW ma H soup LOOP INNiED MITE 1 0 0 0 0 D O I CJ PACIFIC TELECOM SERVICES. ' : GROUND 12 AWG PI I ' 1 Qo O O O IOo oO TOOIO� .. LL` WV .: (:os) BC'N SOUO, TINNED RING GROUND /2 AWG vnO PPP n.., .•.,,,,. a., au. PPP, BOW SOLID. TINNED O UM.. .a. Y+o. TOWARDS SHORTEST —'I .. <IOq 4.7 - s000 603 PATH TO TOWER GROUNDING SYSTEM WELD •1W0 HOLE LUG, OR EXOTHERMIC WELD TO lO AWN CONDUCTOR, COPPER CABLE mmi eF OMF WELL PER BE USED WITH 12 AWG TO BUILDING d ' SERVICE GROUND OR GROUND D RING G,4 4°413 I SITE - VERIFY LOCATION GROUND ROO `— GROUND CONOUC10N1 5HALL B! 1LMINATED 0 5/8'4' COPPER CLAD STEEL GROUND ROD WITH PROJECT MANAGER. COPPER CLAD STEEL GROUND ROD WHEN GROUND BAR IS ELECTRICALLY BONDED 5/8'0 :10' -0' LONG COPPER CLAD STEEL 5/8'0.10 -0' TO METAL TOWER /MONOPOLE STRUCTURE C i B. HA r► p3 CADWELD TYPE TA" 8 LONG SPACED 8 -0 APART all: O CADWELD TYPE 'CAT' 8 SHALL ONLY USE EXOTHERMIC WELD55/YONOPOLES •.� 47 - R OY • N Sa. E, WA GROUND RING BONDING ' TEST WELL 11 GROUND ROD GROUND WIRE INSTALLATION � ' 5008 24 SCALE. NOT TO SCALE l 2 24".36" SCALE. NOT TO SCALE II 24 SCALE. NOT TO SCALE R/ 24".36' SULE NO T TO S CAI• E I ([ J �9 OF 4%, 11".17" SCALE. NOT TO SCALE 11•.17" SCALE. NOT TO SCALE t1•.f1 SCALE NOT TO SCALE 11 ".1T S NO T TO SCA I• 0* l' EXPIRATION DATE OF THE o VC' L) 0 LICENSE: 06130112 • 7 0 O 000 0 FINISHED GRADE OR PAYING. `— \ 16' 3/4 / - � , 0 0 0 0 a PATCH SLOPE AND THICKNESS IIIIII OF EXISTING CONDITIONS RING GROUND 12 ` L - 01 0 p 0 0 0 0 �� WEED BARRIER AWG SOLID BCW CADWELD " L ,,(G P. Y 0 0 Q BACKFLL (SAND OR NATIVE . i {S • - \'/ 0 0 SOIL) PER ASTM STANDARDS ��, . e ,A _y CADWELD (7W) �� to ........... • W 11 I — — -111 U SOIL /2 AWG SOU° BCW - - 1) COPPER GROUND BAR. I/4'. 4'. 20'. NEWTON INSTRUMENT CO. ••� < 'a I= I I =1 CAT. NO. B -8142 OR APPROVED EQUAL HOLE CENTERS TO MATCH NE W, G I I • f ' LAND RING C A BLE TO I . DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL CABLE CADWELD { VARY BASED ON NUMBER OF GROUND CONNECTIONS) •-. ~O N o :III I e -': w 6{' i n 7. I I - SEE NOTES 2) INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 OR APPROVED EQUAL O Q pt I'�I 1E11 VT'RTICAL POST CONNF(`TFO TO RING 3) S GT. NO. 3015 - OR N APPROVED EQUAL T O .. O Cc • I 1 �� NOTES; 4) WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO. = 2 0 „ - I= GT ND. A -6058 OR APPROVED EQUAL II Ili -1!1 ['_III -I NOTE; GATE JUMPER SHALL BE +4/O AWC WELDING CABLE OR FlE%IBLE COPPER BRND - ; p - i =1 ^I I - ' I - BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 5) 5/8 -11 X 1' HHCS BOLTS. NEWTON INSTRUMENT CO. / 1 0 H OER CAL POSTS SHALL BE BONGED TO THE RL`RG AT EACH CORNER AS A uINI CAT NO. 3012 -1 OR APPROVED U p ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY TOO FOOT GATE JUMPER SHALL BE INSTALLED SO THAT R R NOT BE SUBJECTED TO DAMAGING N STRAIGHT RUN OF FENCE. STRAIN WHEN GATE LS FULLY OPEN IN EITHER DIRECTION. 6) INSULATORS SHALL BE TED WHEN BONDING DIRECTLY TO N TOWER/MONOPOLE STRUCTUREUCTURE. CONNECTION TO TOWER /MONOPOLE O STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. GROUND RING TRENCH 0 FENCE GROUNDING - GATE POST GROUNDING( ! TYPICAL GROUND BAR 24 SCALE: NOT TO SCALE l O 24'.36" SCALE: NOT TO SCA / 24 ".36" SCALE: NOT TO SCALE 1 . 24".36• SCALE: NOT TO SCALE SCALE I J I1•.17" SCALE' NOT TO SCALE I1".17 SCALE NOT TO SCALE I I ".1 SCALE' NOT TO SCALE 11'.17' SULE• NOT TO TO AN NNAS 12 TO 224• COAX TO ANTENNA MONOPOLE WEATHERPROOFING 120" MAX. KIT (1W) RX2 111 II : ///— 1 :` `s �" �� , g STANDARD GROUND 4)♦ ANTENNA GROUND BAR ANTENNA CABLE KR Mr) I WITHOUT INSULATORS. ,� s \ BONDED DIRECTLY 70 REVISIONS THE TOP COAX JUMPER GROUND KR (TIN) �� I SEE NOTE YONOPOL. NO MR OESCR.IaIDN n711A1 (1W) i = ME TA ffiL1QL ffiE1lG TWf SS ��1��,' I D-am MX.. O}4iCOLV I ■ . l6 AWG (PROVIDED WITH 7 ui- C fNt Ctr6TCTO WFJLTHERPROOFlNC KR GROUND KR TW) NTEN BAR J vrm ¢rta lsw lD47Aa otm rJR (SEE NOTE 3) WITHOUT A NA INSULATORS, i0 6Y9611Ja 07A.C7017JO6 11/::: CONNECTOR .. �8 AWG , CABL GROUN KR COAX FO GBL I BOTTOM N OF GROUND NO OPOL. THERFING _ _ II �7 ) li SEE NOTE KIT (lYP) SEE NOTE 2 N D Vi ■ V � \ OTOTHERMIC WELD ANTENNA GROUND BAR. WITHOUT INSULATORS. TAE W TINE VS 1.12F 7Ypi PT 18 AWO STRANDED COPPER BONDED DIRECTLY TO TOP GROUND WORE (GROUNDED TO OF MONOPOLE OR TOWER. GROUND BAR). SEE NOTE I R 2 ANTENNA CABLE � MP„ % COAX TO SHELTER TO STS EQUIPMENT (lYP) . �I y ^ � CABLE CONNECTOR —_— - MONOPOLE FOUNDATION NOT FOR CONSTRUCTION UNLESS „ ; , 1 1: VIA TRAY OR ICE BRIDGE LABELED AS CONSTRUCTION SET ,1 4 `: ',i . C , 1.00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE GROUND RING , _ TO GROUND RING TWF GE TWF GY D ffiF DOWN TO GROUND BAR. SHEET TITLE }� 1�{` b-- I TI BCW SOLID 2. G ROUNDING KR SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED ''— -" — V r- _ -- __ _ _ TINNED ED (TYPICAL OF 3) GROUNDING DETAILS - D NOT INSTALL GROUND NIT AT A BEND AND ALWA DIRECT GROUND WI BY CABLE MANUFACTURER. • DOWN WN TO ANTENNA GROUND BAR. 3. WEATHER PROOG SMALL BE TWO -PART TAPE NR, COLD SHRINK SHALL NOT BE USED. NOTE WEATHER PROOFING SHALL BE TWO -PART TAPE KR. COLD SHRINK SHALL NOT BE USED. P NMBEA OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF NONOPOIE, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. SHEET NUMBER GROUND CABLE CONNECTIONS A E-2 CADWELD GROUNDING CONNECTIONS= CABLE GROUND KIT CONNECTION ANTENNA CABLE GROUND — MONOPOLE 23" SCALE NOT TO SCALE 4'.36" SCALE: NOT TO SGLE1 3 24 .3R SGIE NOT TO SCALE 2 .SCAL: NOT TO SCALE[ ' 11•.17" SULE' NOT TO SCALE 1 2 1'.17" SUIE: NOT i0 SUL 11'.17• SCAIE: HOT 10 SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES B STRICTLY PROHIBITED. FINISHED GRADE OR PAYING s�T•� 1, ir- clear w r e BACKFlLL (SAND OR NATIVE MATCH SLOPE AND THICKNESS SOIL) PER ASTY STANDARDS OF EXISTING CONDMONS UNDISTURBED SOIL CONNECTORS ELECTRICAL TAPE (I LAYER) 4400 CARILLON POINT 4 - -• . -4;113 i r3 .a ti eig!: _ STEP 1 STEP 2 KIRKLAND. WA 96033 UTILITY - I20/24CV ,.: ..ice: .i:ii'e',iK.:�r�::e s : :. , ::e i- :eci:i... �.. �� - IU - III 1 4ij Iflic � I- PHASE. 3W VT = III= r 11=11 COMPACTED � fi — III —III BACKFILL WITH - p� // ► • V R i i l=l i f= 1= 1 1 OR IMPORTED TEED S fi "` ■ ■ = 111 =III I1 = 11 = I VERTICAL FROU THE DONS SHALL BE 1 11E111= TAPED FROM THE POT70M CAP SO I. 1 (3)-13 IN - 111 = 111 1 . I BUTYL TAPE (ALSO KNOWN OVERLAP MOVES WATER AWAY PACIFIC TELECOM SERVICES. 2' CONDOR I l — FROM CONNECTION. TYP. LLC 111 _ _ . = A s MASRC, TAFFY TA 4-4. - 111= 11 • C) :1A=1, MLm WARN ING TAPE sae nn. s. s„I1. fx $6 "4_____1 1' I II_ , r , r., . 26 L T.r., (a0 66:4 0 T4•: (:Of1 103 -0l1J © =11I ,I=1 1.11 1 Ii 1 1 2' 2 - IOOA METER (DY :III II: 11= III — II I II —III 'f �� _ TIT F.:111:—.II 11 III "A _ � CONTRACTOR) _ •' (3)-13 IN APP 4b POWER CONDUIT WHERE I APPLICABLE COORDINATE 512E UT IELCO R - j , � i ' .0 9 1 -/4 GNO AM) TYPE WITH LOCAL UUIJTY i ' �• 2' CONDUIT SIZE AND TYPE WITH LOCK LmuTY ELECTRICAL TAPE. 3 LAYERS WITH 2 TAPE 11.4C1 . CH ' 1 • 7' W.Y. 4' WIN TO SECONDARY ELECTRIC AND 3 LAYERS W 3/4 TAPE (ALL TAPE ■ �� .T 40A CIRCUIT BREAKER ,____1. YARN MINIMUM SON OVERLAP). ALL TAPE M1 � ! - - .�C • 12' MIN TO PPoWRY ELECTRIC ENDS SHALL BE Oa (DO NOT STRETCH). • • - • S DIMENSION TO BE VERIFIED WITH LOCAL 'mutt COMPANY REOLAREAIENTS. COAT WITH 3m SCOTCH COTE SPRAY SEALER. • � A STEP 4 ( /3 SEATTLE, WA • POWER / TELCO TRENCH „...... WEATHER DETAIL[ , , 9 5008 Q 11 24 SCALE: NOT TO SCALE 24'.36' SCALE: T TO SCALE I J _'f OF O� 21'.16 NOT NOT TO SCALE 11'.1 SCALE• NOT TO SCALE �Lr 3 -83 A EXPIRATION DATE OF THE 1 - GOD • 2' CONDUIT UCENSE: 08/30112 SECTOR A SECTOR B SECTOR C MICROWAVE DISH • I - KI ' 1 GA Oh I l i L i + i 1 a f20 240V, I- PHASE. G, ANEL ANTENNA (VP) y [ y ^ ■ i : ii 3W DISTRIBUTION PANEL W/ CI 1 ' ' • INTEGRATED MANUAL TRANSFER . I I M IC R OWA V E 0611 (TYP) PANEL ANTENNA 11 SWITCH AND A/C POWER MS ,_ J ; 1 - (PROVIDED WITH OUTDOOR POWER ` • UNIT (TYP) OAP UNIT .0 i i - I MICROWAVE OISH COAX GROUND WIRE (1N9) CABINET) • JUMPER FRO PANEL ANTENNA TO DAP UNIT (TYP) a+ III Z / VI r IF ■r �) O ROUNDING BUSS BAR AT ANTENNA T 7Y 1 I !t m LEVEL AND ATTA K R WITHOUT A INSULATORS BOLTED TO POLE • I p V o VT OUNDING KR d I • ■ • • • N 0 S`+ 1 . I - / 1 j GROUND BUSS BAR AT ONE LINE DIAGRAMS �� -� —F � ANTENNA LEVEL I T 7' SCALE: NOT TO SCALE I `t �� WITHOUT ISOLATORS 1'.1 .D 7' SCALE: NOT TO SCALE / 3' O. GALVANIZED STEEL POST II A . AND CAP (7' -0' IIXiH) (7YP) II / NOTE: ' DISCONNECT II TOO AMP. 120/240V 1. ALL CONNECTIONS TO BE CAOWELOEO I I 1 -PHASE ELECTRIC METER II 2. USE MECHANICAL CONNECTIONS ONLY WITH THE N, Kc — • ELECTRIC CONDUCTORS IN WRITTEN APPROVAL OF CONSTRUCTION MANAGER \ 1 2' SCH. 40 PVC CONDUIT II 3. HOISTING G R I P TO BE INSTA BCLOW TOP REVISIONS _ I II GROUND KR - NC C2-5-111 C2-5-111 220313A0 Ae mirJ6001Gw+C I C2-5-111 220313A0 I / 2 0-11-10 /4131 wr6TACM6 MAW:3 16)6 o II 4 a - 1f•1: AM DA 030?-026 062103 CAA i INSTALL G R OUN DING K R II OW (2) PER AN In I ABOVE COAX CONDUIT OF (2) PER ANTE, - ' • GROUNDING BUSS BAR AT II . ��_� TOWER BASE AND ATTACHMENT NR WITHOUT 'v. INSULATORS BOLTED TO POLE II I, '• i al l'i ._ ..� a. �: . :. II • /2 SOUR BAR TINNED COPPER � 'ill / GROUNDING LEADS 0111 L NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION ET S D C J SITE SUPPORT CABINET ym O RS c CLEAINIPIRE SITE SUPPORT CABINET - SHEET TITLE o /2 SOLID BARE TINNED 1 ' BUSS BAR /2 SOLID BARE TINNED Y COPPER GROUND RING COPPER GROUND WIRE TO GROUND RING (SEE TOWER ELECTRICAL DETAILS /2 SOLID HARE INC - A COPPER GRO E RIN 7 =� _ _ LEADS (TYP) GROUNDING SCHEMATIC) - - SHEET NUMBER E -3 METER BASE DETAIL MONOPOLE GROUNDING SCHEMATIC 2 ANTENNA GROUNDING DIAGRAM 24'x36' SCALE 1/2' a r - D' 3 24-137' SCAL : 1 - r -D 2 S CA L E 1 /2: - 1' -0'I ' 11 SCALE' I/a' - 1. - 0' II ,17 SCALE: 1 /B' t' -0' _ n '127 SCA E• 1 /4 - t' -0 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER TAM THAT WHICH RELATES TO CARRIER SEANCES IS STRICTLY PROHIBITED. • r • NEW IMPERVIOUS SURFACE AREA CALCULATIONS \ � E I S 0 S.F. �� CL clear • t/ V r e O CLEARY/IRE WIAE SITE Bt S.F. nl . t76 A TOTAL NEW 14PERNOUS Bl S.F. 1 1 4400 CARILLON POINT I --_____ ` RMNIAYD. WA 99033 173 --______ LEGENQ --------- /■/\/� SILT FENCE _ ■ • O PROPOSED CONSTRUCTION ACCESS. PROJECT STORAGE AND SGGING PACIFIC TELECOM SERVICES. AREA COORDINATED WITH 711E CITY OF $HOREUNE MOM. DE PT. ~ Lue �_ sw run is S S. M OD f•anlw r1 f01o. O 173 rw.�� MO) 3a2-I 00 rm: CO7S) 203-11513 2 21 WIDE TRENCHES FOR ELECTRICAL & TELCO SERVICES I ' yl � (—•— DIRECTION OF WATER EWEO ........../- — __ 'y ivwvw.. EXTENT OF CLEARING _ 4 4%. . . MAR! B. HAL ' tt• (1 S , WA - 5008 / . ^ OFp / / �� /� EXPIRATION OATS OF THE —.-.-171 — ________ — V ' „O 'V Air / / / LICENSE 06130112 / / " •\ C / ` ._,_. ._,_,_ ,_•_,_•_• �_•_�_•_•_•_• — N o P. F 7 --1 i 0 , ,./ 1 -, , ,./- , \ i0P OF GRADE WRHIN I . r r II''��r�� '- 1 > • \ i FENCED T 170.5 • SHALL fA / ` • \ / / / BE SET AT • T 170.50' .4.1" .4.1" B/s 1 \\ / • < � .0%.:4 • • I R \ ( •, i � / �� \ i REVISIONS IP ' . .� • \ No. furz II6twPlloa OINK \ •\ O — o — w — y_p__.P /6 — , I ) �� • a -15-ro 1®lCOE 000R.[LI COMM rM 2 73-1•-3 Ir \ 2 / w ONMAC NN moots NA O—w—p—w�p•— . � w ,g• • I ' \0 / EXI 3 33-11-11 �•91i1�2m MOM MR WJA STING — w— .u— .�o— v'— w-- p�vi —v�� JERSEY BARRIER 1 Al 1 / Z / nunm 1 NOT FOR CONSTRUCTION UNLESS NMI kW \ LABELED AS CONSTRUCTION SET II IC•i • ,'" q / . / 0 \. SHEET TITLE j EROSION CONTROL PLAN / i / / / / J / SHEET NUMBER TEMPORARY EROSION CONTROL PLAN" Esc_i 2a-•35_ SCALE: I/2' a 1' -0 I 11 %17 SCALE: I/4' u 1' -0 • THE INFORMATX)N CONTAINED IN TMS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT MUCH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • • • GENERAL NOTES: EROSION AND SEDIMENTATION CONTROL NOTES I. ON -SITE EROSON CONTROL MEASURES SNAIL BE THE RESPONSIBIUTY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORK SYSTEM BY THE SILT FENCE: MUNICO'AUTY SHALL BE CORRECTED BY THE APPUCANT AND /OR ME CONTRACTOR. clear 1+TT o r e® I. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AMID USE OF JOINTS. W REN J OINTS ARE ,�L/ 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY. AU. CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT VALL AGGRAVATE ME SITUATION MUST CEASE AND THE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, IMAM A MINIMUM 8 -INCH OVERLAP. AND SECURELY FASTENED AT BOTH A APPLICANT /CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES RESTORATION ACTIVITY SHALL CONTINUE UNTR SUCH TIME AS ME PROBLEM IS RECTIFIED. ENDS TO POSTS 4400 CARILLON POINT KIRKIAND. WA 98033 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS NE FIRST STAGE OF STE PREPARATION. 2. POSTS SMALL BE SPACED A MINIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INDIES). 4. SHOULD THE TEMPORARY EROSON AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION. THE 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE UNE OF POSTS AD UPSLOPE FROM THE BARRIER. MIS APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACTURES AS NECESSARY TO PROTECT ADJACENT PROPERTIES. SENSITIVE AREAS. NATURAL WATER COURSES, AND /OR STORM DRAINAGE TRENCH SHALL BE BACKFILLED WIN WASHED GRAVEL 1 SYSTEMS. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE STALL BE FASTENED SECURELY TO DIE UPSLOPE SIDE OF THE POSTS S. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANIOPATED FOR A PERIOD EXCEEDING ME USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG. TIE VIBES OR HOG RINGS. NE WIRE SHALL EXTEND INTO NE TRENCH A MINIMUM OF 4 INCHES AND ■ ■ USTED CRITERIA. ALL DISTURBED AREAS MUST BE IMMEDIATELY STABIUZED WITH MULOIWC, GRASS PLANTING. OR OTHER APPROVED EROSION CONTROL TREATMENT APPUCABLE TO THE TIME SHALL NOT EXTEND MORE MAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. OF TEAR IN QUESTION. GRASS SEEDING ALONE WLL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER. INCLUSIVE. SEEDING MAY PROCEED. HOWEVER. WHENEVER IT IS IN THE INTEREST OF THE APPLICANT /CONTRACTOR, BUT MUST BE AUGMENTED VAN MULCHING, NETTING, OR OTHER TREATMENT. TRENCH. STANDARD FABRIC MALL OT EXTEND MORE THAN�24. INDIES ABOVE THE ORIGINAL FENCE, GROUND SURFACE. FILTER FABRIC SHALL NOT BE INTO THE STING PACIFIC TELECOM SERVICES, LLC M 6 THE PROJECT ENGINEER OR PROJECT SURVEYOR WALL BE RESPONSIBLE FOR FIELD LOCATING ME CLEARING UMITS. AND ESTABLISHING THOSE BOUNOARES WITH DWIGHT COLORED FLACCING. TREES. P44 nn1 An LL S. SW, ew THE CONTRACTOR SHALL CLEAR TO ME LIMITS AS ESTABLISHED ON THIS TH IS PLAN AND AS FLAGGED IN E FIELD. x WA. 111 04 6. WHEN EXTRA- STRENGTH FILLER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCII A CASE. THE PIJAn•: (NI) s•T - 0000 14.. OWN 401 7. NE COUNTY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. APPUCANT AND /OR CONTRACTOR SHALL NOTIFY THE COUNTY FORTY -OGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIUZED. }� INSPECTION NO.1: INSTALLATION OF EROSION CONTROL FADUTIES/PRIOR TO CLEARING. 8 FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS INSP NO. : U AD INSPECTION NO. 2: UPON COMP I CLEARING SHALL BE MADE IMMEDIATELY. INSPECTION NO. 4 4: COMPLETION H S l \� COMPLETION OF F PROJECT OF EXCAVATION. FILLING. AND EARTHWORK. INSPECTION NO. 5: AS NEEDED m U DETERMINE COMPLIANCE WITH APPROVED PNS AD 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. /OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE) �' . B. AU. NECESSARY FACTURES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS. DUST AND MUD FROM ACCUMULATING GN THE PUBLIC RIGHT -OF -WAY. 10 CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. , , , • . I B. FALL tei 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. • -,A - •7 dir 447 STANDARD STORM WATER NOTES: 12. INSTAL DOWNSLOPE OF EXPOSED AREAS. c C • 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE YAM COUNTY STANDARD AND THE MOST CURRENT COPY OF THE STATE OF OREGON STANDARDS SPECIFICATIONS FOR ROAD. 13. 00 NOT DRIVE OVER OR FILL OVER SILT FENCES. CP S • GH WA 1 BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA) AND AS AMENDED BY THE COUNTY OR THE STATE. � a •7008 mw PMNR + 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL BE REQUIRED. AS MODIFIED BY THE APWA SUPPLEMENT, OF THE CURRENT STATE O OREGON STANDARD SPECIFICATIONS. 1. MULCH MATERIALS USED SHALL BE STANDARD FINE HARDWOOD BARK MULCH AND SHALL BE APPLIED AT A MINIMUM DEPTH OF 2'. OF SHOULD THE TEMPORARY EROSION AD SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION. NE 2. MULCHES SHALL BE APPUEO IN AU. AREAS WITH EXPOSED SLOPES GREATER THAN 21. EXPIRATION DATE OF THE APPUCANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACTURES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS. NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SUSAN. L,ICENSE:011130/12 3. CALL THE UNDERGROUND LOCATE UNE 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. 4. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE COUNTY. ANY SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL PRY SEASON GRADING NOTES (MAY 1 THROUGH SEPTEMBER 301 REQUIRE WRITTEN APPROVAL FROM THE COUNTY. 9. A COPY OF ME APPROVED STORMWATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ME CLEARING OF LAND. INCLUDING ME REMOVAL OF EXISTING VEGETATION OR OTHER GROUND COVER, MUST BE UNTIED TO ONLY AS MUCH LAND AREA AS CAN RECEIVE APPROPRIATE COVER OR BE OTHERWISE STABIUZED, AFTER HAVING BEEN CLEARED OR OMERVASE DISTURBED. BY NO LATER THAN SEPTEMBER 6. AU. EROSION CONTROL AND STORMWATER FACTURES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY DIE CONTRACTOR DURING CONSTRUCTION. 30 OF A GIVEN YEAR. UNLESS IMMEDIATE STABILIZATION IS SPECIFIED IN THE EROSION AND SEDIMENTATION CONTROL PLAN. ALL AREAS CLEARED OR OTHERWISE DISTURBED MUST BE APPROPRIATELY STABIUZED THROUGH THE USE OF MULCHING NETTING PLASTIC SHEETING. EROSION BLANKETS. FREE 7. IT SHALL BE THE SOLE RESPONSIBIUTY OF ME CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE DRAINING MATERIAL. ETC., BY SEPTEMBER 30TH OR SOONER PER THE APPROVED PLAN OF ACTION. MUNICIPAUTYS RIGHT -OF -WAY. IT STALL ALSO BE THE RESPONSIBIUTY OF THE CONTRACTOR TO OBTAIN AU. REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL UNLESS OERWASE APPROVED BY THE COUNTY. SEEDING, FERTILIZING, AND MULCHING OF CLEARED OR OTHERWISE DISTURBED AREAS SHALL BE PERFORMED L• ABIDE BY ALL REQUIREMENTS FOR TRAFFIC CONTROL & SAFETY WHEN WORKING IN THE ROAD RIGHT-OF-WAY. M DURING THE FOLLOWING PERIODS: MARCH 1 TO MAY IS AND AUGUST IS TO OCTOBER I. SEEDING AFTER OCTOBER I Wilt. BE DONE WHEN PHYSICAL K 8 NE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OF DISCOVERY OF POOR SOILS. STANDING GROUNDWATER. OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS COMPLETION OF THE PROJECT IS IMMINENT AND THE ENVIRONMENTAL CONDITIONS ARE CONDUCIVE TO SATISFACTORY GROWTH. IN THE EVENT THAT PERMANENT STABIUZATION IS NOT POSSBLE. AN ALTERNATIVE METHOD OF GROUND COVER (SUCH AS MULCHING. NETTING. PLASTIC SHEETING, EROSION AS NOTED ON THE PLANS. BLANKETS ETC.) MUST BE INSTALLED BY NOT LATER THAN SEPTEMBER 3O N 9. FOR PUBLIC SYSTEMS, THE CONTRACTOR SHALL CALL FOR INSPECTION 48 HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURE. IN THE EVENT THAT CONSTRUCTION ACTIVITIES OR OTHER STE DEVELOPMENT ACTIVITIES ARE DISCONTINUED FOR 4 CONSECUTIVE OATS OR MORE, THE O 10. ALL DRAINAGE STRUCTURES. SUCH AS CATCH BASINS AND MANHOLES. NOT LOCATE WITHIN A. TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOUP LOCKING UDS. ALL DRAINAGE PROPONENT SHALL BE RESPONSIBLE FOR THE INSPECTION OF AU. EROSION AND SEDIMENTATION CONTROL FACIUTIES IMMEDIATELY AFTER STORM EVENTS. AND Y n STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FAOUTY SHALL HAVE SOLID LOCKING LIDS. AT LEAST ONCE EVERY WEEK. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF AU. EROSION AND SEDIMENTATION O K ` CONTROL FACTURES 2 O THE PROPONENT OR CONTRACTOR HAS ME OPTION OF EITHER: r":- O K 2' BY 2' BY 14 CA. • PROVIDING MATERIALS ON -SITE READILY AVAILABLE TO IMMEDIATELY STABIUZE DENUDED AREAS DURING PERIODS OF INCLEMENT WEATHER WHICH RESULT Z Q WIRE MESH OR EQUIV. IN EROSION AND SEDIMENT TRANSPORT OFF - SITE. W^� U FILTER F ABRIC MATERIAL 36' FILTER FABRIC MATERIAL 36' OR v O " O WOE ROLLS USE STAPLES OR WIDE ROLLS USE STAPLES OR MENT L • PROVIDING THE COUNTY WITH A PLAN N F ACTION TO BE IMPLEMENTED DURING INCLEMENT WEATHER TO PREVENT OFF -SITE MIGRATION OF SEDIMENTS C WIRE RINGS TO ATTACH FABRIC WIRE RINGS TO ATTACH FABRIC COUNTY AND DESIGNING ME ON -SIT ESC FACILITIES FOR A 10 -YEAR, 24-HOUR. MENT D ESC. TYPE NC RAINFALL EVENT. TE 2- .2'45' WOOD POSTS • FILTER FABRIC MATERIAL '4. THE PROPONENT OR DESIGNEE SHALL ENSURE THE PROPER CONTINUED FUNCTIONING OF ME ESC FACTURES BY PROMPT CLEANING AND MAINTENANCE AFTER EACH EROSION AND SEDIMENT PROOUONG RAINFALL EVENT. • . - 11 if Y BY 2' BY 14 GA .,7,-;U; - MARE MESH OR EOUIV• QCTORFR 1 TO APRIL 30 (WET SEASON1 _ G a IMO AICLC THE REMOVAL O COM O V[G[TA7■N OR oTSQII MONO CORM SNAIL IN UNTIED To CWAY AS NUON LINO ARIA A 'n it c CAN BE G&® GR STABL= 4144144N n 74 MOMS w DE EVENT A MAJOR STOW IS PREDICTED NO/01 ERGSW/SIONIM NIAiISPMI OFT-0111S ®s[RND. ID is r. ; 4y ^ l� i� . v .. O ":1 - M me. • . , . 5 - y A 13100 5 LLY, ALL CLEARED OR CLS1QRu® M mREAREAS T4L REMO) A 00 NOT m TE PROTEO E COVER 01 AT BE 01.100 SS MECUM (R AS M 3N W ULPO MOW PLASM . IL O m [ROOM ooltS. FRU GRAOa8 MID Cr WORM. ETC.) To It' 9�T�K�l + 7 R • ...1 ' �� yf • � A r " WWI 5 OAn AMR HMO MIN DRLO IMSE CONK= IF NOT BOO AcnY VOWED. TITER F.eac rwONC. SLONDO TRANS M Mar Po ADS. TIC.. IC.C.. THL NOT DI WC= AS Aa[aAIT GOER UI IN AND TIlZv K8 W M[ [VIII THAT ANY IN CRVEL ID AREA NOT CIO AT 1 GID ED RERUNS WIPIDTTCIED NU NOT N NOT 82D4 APPRGPTGIaY BTABLIID S D•15 AI ICR HAVOC ®I ClE4RLD AU. LON m M SIRUCN ACRMTY T E *1 ! . y 'C ��' .y.W�y �ry OTC EXCEPT FOR ARMED MD MOON WO SIBLINOITA11M C I1RGl ACTWTK SNAIL rMOAAtD.Y CEASE um SUCH • 111E AS SAD WIG IA[A OAR BEE APNROPWATUT PROLECTTD M STAM M:EL TRACTOR U 6' - •4 ' . . s � ?.>' i" , k ;.c 'o.0 R CIQC N201421 GVE a�E ro w � � s m op u ANT 1�AMERRty] OT PROI GO OINO YAIR W •L! iG YLOAI6Y WOW/ 41 dIIYROm AREAS W CAW R4 PRONG? G�I[DI M CGYMIY uAJT U I B. YlJ , PLAN OF ACTION REVISIONS MIN. . w E DlsuN DN INITIAL FROIT MEW 5@E-MEW ME C811RAC=M MAY NEWT TO 11•E COY0TY A PAN m 4C1101 IN PUCE OF PRGMOWS MATTWMS M -RTE READY TO STABLES GDINGW ARIA.1 ma PLAN OF ACTION FILL NOUOE M RUMBAS E FII C 0IFG 1 H E WARN■ 03601T01 Lana CONTRACTCLWS NAME AMES& FIRS KWBER EMERCONCY KMBIR. 2 LLEA.R No. TONSUIXT02 O NrACS RP AL1LNUu CONTACT WIN MOW 0011100•110a 3 n -n -m IbO TRW ID64100a Onf6 .m CLEARLY O[N® PLAN OF ACII0I OL CKED TO PREVONT TNT -TIT[ U Cr ®PrtNTS 14RM NEt BE NPUMWNIW N THE [Wilt • NAAOR STOW a PREOmm OR WT -RTE ERWM IS COSMO BY THE • 311-T OW FIN G)ST TH ONO RAT BBLZSL CONTRACTOR, NS/NER MOOTED O INC COUNTY I. BURY BOTTOM OF FILTER FABRIC IN e' 0(ROLPTIM v MATRAIS TO OT LARD SEAR CO'. s AND LEANS BY 1•401 It WU BE PLACED. USI EQAPIIDIT TO RE UWD OR RIHOIR Cr PDISMAIL ANTIOPAIED TO 00 USED TO SPREAD WAIDNAL. BY 1Y TRENCH BELOW FINISHED GRADE. &NOOK OP R3•PIA71 OF MAT[RMMS TO BE MSm: UST TNG 0 T[RNATES NW NCLUX PHONE MOOR& INTERLOCK 2' • 2' POSTS W/ 2. 2' BY 2' WOOD POSTS. STANDARD OR ONO AND ORE FRAM[ FEAR CLEAN 1W OF ANT MATWAIS WPM ESCAPE OT -WIT ,MID FOR REPAIRS TO THE NATURAL MIDI P OARAMS HAMS OCQJR8ED ATTACH FABRIC BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS. ANGLE ENDS OF FILTER J STITCHED (OOPS TO BE INSTALLED ON DRAINAGE NOTE. NOT FOR CONSTRUCTION UNLESS FABRIC FENCE A TO A$$UR UPHILL SIDE OF SLOPE. 1. RUNOFF GENERATED FROM ME PROPOSED 80 S.F. ACCESSORY EQUIPMENT MINOR SLAB ON GRADE AND MINOR TOWER FOUNDATION SHALL BE DIRECTED TOWARDS THE LABELED AS CONSTRUCTION SET r SEDIMENT IS TRAPPED • LANDSCAPE AREA IMMEDIATELY EAST AND ADJACENT TO PROPOSED EQUIPMENT AREA AND CONTINUING TO ME EAST VAM THE DRAINAGE SHEDDING SLIGHTLY TOWARDS W POSTS 4. 4. COMPACT ALL AREAS OF FILTER THE SOUTH YAM RUN -OFF BEING ABSORBED AND PERCOLATED INTO THE ADJACENT ESSRNG AREA. FABRIC FENCE. 2. IN SUMMARY. DRAINAGE WILL MEET RUNOFF REQUIREMENTS BY CONVEYING RUNOFF WEST AND EASTWARD INTO NE PLANTED GRASS AREAS TO THE EAST. SOUTH AND SHEET TITLE .. ADDITIONALLY TO EXISTING STORM WATER SYSTEMS EROSION CONTROL DETAILS & NOTES • . 3. THERE WILL BE NO ADDITIONAL RUNOFF IMPACT TO ADJACENT PROPERTIES q BP-ItlEd SHEET NUMBER SILT FENCE DETAIL , EISC • • I1'.17- SCA NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES HS STRICTLY PROHIBITED.