Structure List Srq Gan-502

8/22/2019 Structure List Srq Gan-502

http://slidepdf.com/reader/full/structure-list-srq-gan-502 1/91

(km.) (meter) A B C D

APPR

NOTE

CHECKED REVIEWED

21 176.07

NATIONAL GRID CORPORATION OF THE PHILIPPINES

120.009

Fdtn

Type

120.007

40.75

100.003

SRQ - 2

99.035

S T A T I O N

120.09

Ten.

String

Assy

S P A N (meters)

Deflection

Angle

21.051

100.017

SRQ -

SRQ -

120.002

SRQ -

Actual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

3 220.10

1 21.05 67°40'16"R

Sus.

String

Assy.

GANTRY 0.00 0.00

SRQ - 5 460.07

119.958

SRQ - 4 340.06

119.993

SRQ - 6 580.06

7

940.74

SRQ - 10 1

77.305

700.07

86.017

SRQ - 8 820.07

SRQ - 11 126.76

120.670

SRQ -

132.017

SRQ -

204.07

9

140.001

17

SRQ - 16 676.07

SRQ - 15

80.013

140.002

SRQ - 18 876.05

59.974

456.06

536.07

SRQ -

119.974

18°42'1"L

SRQ - 14

12

SRQ - 13 336.08

SRQ - 20 2 56.08

SRQ - 19 996.08

120.027

119.994

60.000

220.009

SRQ -

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

NGCP Building, Power Center Compex

Quezon Avenue corner BIR Road, Diliman, Quezon City

SECTION

816.07




Fdtn

Type

S T A T I O N

Ten.

String

Assy.

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N D

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPRO

NOTED

CHECKED REVIEWED

756.07

119.961

120.002

876.08

192.471

43

SRQ -

SRQ - 22

SRQ -

107.45

109.999

119.744

SRQ - 32

119.988

534.46

144.022

478.00 41°45'55"R

SRQ -

180.001

SRQ -

140.018

744.47

SRQ - 27

126.10

90.253

120.011

336.09

141.906

130.006

SRQ - 26

25

24 636.11

996.09

120.009

396.08

31

30

SRQ -

SRQ - 29

622.02

216.35

219.979

SRQ - 28 3

33

SRQ - 36

SRQ -

35

34 4

199.998

SRQ - 222.00

414.47 12°4'29"L

842.00

22.00

217.45

159.993

SRQ - 39

SRQ - 38

69.998

SRQ - 37

202.976

674.48

SRQ - 40 947.45 20°7'8"R

SRQ - 42

377.45

SECTION

120.008

160.003

SRQ -

SRQ -

41 5




23

120.029

516.08

SRQ -




Fdtn

Type

S T A T I O N

Ten.

String

Assy.

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPRO

NOTE

CHECKED REVIEWED

SRQ - 60 401.96

58

SRQ -

80.006

44SRQ - 497.45

129.981

100.016

807.46

197.45

90.009

100.005

119.995

6 77.45

SRQ - 45 577.46

SRQ - 46 707.44

SRQ - 47

SRQ - 51 297.45

SRQ -

SRQ - 50

52

109.984

SRQ - 48 897.47

179.987

SRQ - 49

119.923

140.085

75.47

125.953

61

955.43

120.503

23°20'36"L

SRQ - 53 557.46

155.998

SRQ - 55 823.44

131.990

SRQ - 56

175.43

SRQ - 54 667.44




527.91

120.034

SRQ -

99.959

106.030

63 737.94

SRQ -

110.037

437.54

57 7

SRQ - 65

SRQ - 62 637.95

SRQ - 64

99.992

SRQ -

SECTION

861.93

977.95

119.971

123.994

116.020

SRQ - 59 295.93




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

119.987

426.28

85 306.32

120.071

66.28

119.960

120.015

SRQ -

SRQ - 86

119.977

SRQ - 84 186.25

SRQ - 83 10

120.009

SRQ - 81 826.28

119.977

706.27

SRQ - 82 946.26

SRQ - 79 586.29

119.982

SRQ - 80

120.009

SRQ - 78 466.29

120.002

SRQ - 77 346.28

119.965

SRQ - 76 226.27

120.011

106.31

SRQ - 74 986.25

120.051

SRQ - 75 9

119.957

119.951

SRQ -

120.051

SRQ - 73 866.30

SRQ - 69 395.27 9°50'21"L

111.036

SRQ - 70 506.30

72 746.25

119.992

SRQ - 71 626.30

69.993

SRQ - 68 287.93

107.336

120.013

SRQ - 67 217.94

SRQ - 66 8 97.93




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

120.002

106 659.87

119.992

SRQ - 104 435.87 20°20'47"R

104.016

SRQ - 105 539.89

SRQ - 107 779.87

119.987

SRQ -

89.596

100.005

SRQ - 102 266.28

120.000

79.998

SRQ - 103 346.27

SRQ - 99 926.23

120.041

SRQ - 100 12 46.27

119.958

SRQ - 101 166.27

SRQ - 97 686.26

120.011

SRQ - 98 806.27

120.002

SRQ - 96 566.29

119.975

446.28

SRQ - 94 326.25

120.033

SRQ - 95

91 11 26.25

100.020

79.999

SRQ - 93 206.27

SRQ - 89 786.28

119.985

SRQ - 90 906.27

119.979

SRQ - 92 126.27

119.984

SRQ -

120.058

SRQ - 88 666.33

119.956

SRQ - 87 546.27




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

120.003

120.013

SRQ - 128 131.29

123.986

SRQ - 127 15 11.28

SRQ - 126 887.29 10°45'30"L

74.008

SRQ - 125 814.89

72.399

SRQ - 124 740.88

SRQ - 123 583.89

85.031

156.993

SRQ - 120 278.86

119.995

SRQ - 121 398.85

120.007

100.008

SRQ - 122 498.86

120.033

SRQ - 117 918.84

119.992

SRQ -

120.021

SRQ - 119 158.85

SRQ - 115 687.92 73°56'16"L

110.883

SRQ - 116 798.80

118 14 38.83

79.941

SRQ - 114 579.85

108.076

499.90

SRQ - 112 379.84

120.062

SRQ - 113

119.931

SRQ - 111 259.82

120.026

SRQ - 110 139.89

119.988

SRQ - 109 13 19.86

120.030

SRQ - 108 899.87




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

119.994

120.000

SRQ - 149 651.30

119.995

SRQ - 148 531.30

SRQ - 147 411.30

119.926

SRQ - 146 291.29

120.016

SRQ - 145 171.36

SRQ - 144 17 51.30

120.015

120.058

SRQ - 141 691.29

119.995

SRQ - 142 811.28

119.991

120.008

SRQ - 143 931.29

119.989

SRQ - 138 331.28

120.004

SRQ -

120.006

SRQ - 140 571.29

SRQ - 136 16 91.26

120.034

SRQ - 137 211.30

139 451.29

119.974

SRQ - 135 971.28

119.983

851.30

SRQ - 133 731.29

120.012

SRQ - 134

120.007

SRQ - 132 611.29

120.002

SRQ - 131 491.28

119.991

SRQ - 130 371.28

119.999

SRQ - 129 251.29




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

99.999

SRQ - 170 20 63.95

110.373

112.655

SRQ - 169 963.95 3°18'28"R

SRQ - 168 851.29

120.010

SRQ - 167 731.29

120.001

SRQ - 166 611.28

SRQ - 165 491.31

119.998

119.977

SRQ - 162 151.29

99.991

SRQ - 163 251.28

99.986

120.030

SRQ - 164 371.31

119.984

SRQ - 159 851.29

99.996

SRQ -

100.014

SRQ - 161 19 51.30

SRQ - 157 611.29

120.015

SRQ - 158 731.31

160 951.29

119.996

SRQ - 156 491.29

120.003

371.29

SRQ - 154 251.30

119.994

SRQ - 155

119.980

SRQ - 153 131.28

120.022

SRQ - 152 18.00 11.30

119.996

SRQ - 151 891.29

120.008

SRQ - 150 771.29




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

119.996

SRQ - 171 174.32 59°46'44"R

106.001

SRQ - 172 280.32

SRQ - 173 400.32

119.994

SRQ - 174 520.31

102.790

SRQ - 175 623.10 24°20'42"L

120.002

SRQ - 176 743.10

120.061

SRQ - 177 863.16

119.945

SRQ - 178 983.11

99.982

SRQ - 179 21 83.09

120.020

SRQ - 180 203.11

99.986

SRQ - 181 303.10

220.000

SRQ - 182 523.10

99.999

SRQ - 183 623.10

100.012

SRQ - 184 723.11

119.998

SRQ - 185 843.11

119.991

SRQ - 186 963.10

120.013

SRQ - 187 22 83.11

119.992

SRQ - 188 203.10

119.997

SRQ - 191 543.10

120.008

SRQ - 189 323.11

SRQ - 190 443.11

99.990




SECTION

ARCHITECTURAL

100.004




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 192 643.10

99.984

SRQ - 193 743.09

88.617

SRQ - 194 831.70 8°49'29"L

109.963

SRQ - 195 941.67

120.014

SRQ - 196 23 61.68

120.006

SRQ - 197 181.69

119.991

SRQ - 198 301.68

120.008

SRQ - 199 421.68

120.016

SRQ - 200 541.70

120.007

SRQ - 201 661.71

119.996

SRQ - 202 781.70

119.999

SRQ - 203 901.70

90.001

SRQ - 204 991.70

88.546

SRQ - 205 24 80.25 43°23'52"R

120.023

SRQ - 206 200.27

119.910

SRQ - 207 320.18

109.984

SRQ - 208 430.17

90.091

SRQ - 209 520.26

119.998

SRQ - 210 640.26

120.024

SRQ - 211 760.28

119.967

SRQ - 212 880.25

119.981




SECTION

ARCHITECTURAL




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 213 25 0.23

120.037

SRQ - 214 120.26

120.010

SRQ - 215 240.27

127.679

SRQ - 216 367.95 14°57'5"L

95.008

SRQ - 217 462.96

100.022

SRQ - 218 562.98

119.971

SRQ - 219 682.95

120.012

SRQ - 220 802.97

119.973

SRQ - 221 922.94

120.021

SRQ - 222 26 42.96

119.986

SRQ - 223 162.95

120.011

SRQ - 224 282.96

123.573

SRQ - 225 406.53 7°25'41"R

116.001

SRQ - 226 522.53

99.990

SRQ - 227 622.52

99.990

SRQ - 228 722.51

103.984

SRQ - 229 826.50

131.339

SRQ - 230 957.83 22°15'46"L

141.371

SRQ - 231 27 99.21

101.473

SRQ - 232 200.68 41°29'4"L

59.996

SRQ - 233 260.67




SECTION

ARCHITECTURAL

125.914




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 234 386.59

187.128

SRQ - 235 573.72

152.942

SRQ - 236 726.66

129.237

SRQ - 237 855.90 11°25'00"L

110.599

SRQ - 238 966.49

119.976

SRQ - 239 28 86.47

100.045

SRQ - 240 186.52

76.252

SRQ - 241 262.77 77°58'08"R

151.984

SRQ - 242 414.75

100.045

SRQ - 243 514.80

161.466

SRQ - 244 676.26 20°17'51"R

193.011

SRQ - 245 869.27

122.689

SRQ - 246 991.96

100.314

SRQ - 247 29 92.28

88.980

SRQ - 248 181.26

115.003

SRQ - 249 296.26

115.012

SRQ - 250 411.27

126.970

SRQ - 251 538.24

66.019

SRQ - 252 604.26

96.027

SRQ - 253 700.29

89.981

SRQ - 254 790.27




SECTION

ARCHITECTURAL

109.996




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 255 900.26

115.053

SRQ - 256 30 15.32

224.432

SRQ - 257 239.75

124.002

SRQ - 258 363.75

99.965

SRQ - 259 463.72

120.030

SRQ - 260 583.75

120.008

SRQ - 261 703.75

119.963

SRQ - 262 823.72

102.950

SRQ - 263 926.67

93.049

SRQ - 264 31 19.72 6°12'14"R

107.344

SRQ - 265 127.06

119.999

SRQ - 266 247.06

120.002

SRQ - 267 367.06

120.011

SRQ - 268 487.07

119.999

SRQ - 269 607.07

33.639

SRQ - 270 640.71 7°6'43"L

105.495

SRQ - 271 746.21

120.469

SRQ - 272 866.67

122.253

SRQ - 273 988.93

117.333

SRQ - 274 32 106.26

120.679

SRQ - 275 226.94




SECTION

ARCHITECTURAL

118.632




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 277 465.54

119.952

SRQ - 278 585.49

SRQ - 276 345.57

119.968

SRQ - 283 125.63

119.998

SRQ - 279 705.49

120.060

SRQ - 280 825.55

100.244

SRQ - 281 925.79

100.283

SRQ - 282 33 26.08

99.549

SRQ - 288 585.64

99.967

SRQ - 284 225.59

80.063

SRQ - 285 305.66

79.776

SRQ - 286 385.43

100.238

SRQ - 287 485.67

99.973

147.912

59.968

SRQ - 289 645.61

159.963

SRQ - 290 805.57

295 596.85 6°40'55"R

100.002

SRQ - 291 905.58

150.441

SRQ - 292 34 56.02 2°10'55"R

119.983

SRQ - 293 203.93

200.010

SRQ - 294 403.94

192.911

SRQ -




SECTION

ARCHITECTURAL

129.904

SRQ - 296 726.75




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

167.067




SECTION

ARCHITECTURAL

193.359

SRQ - 317 319.39 29°10'1"R

SRQ - 316 37 126.03

119.992

SRQ - 315 966.02

160.010

160.017

SRQ - 314 846.03

SRQ - 313 686.01

139.969

SRQ - 312 606.03

79.980

SRQ - 311 466.06

SRQ - 310 346.03

119.975

106.03

120.034

SRQ - 307 986.04

119.991

SRQ - 308

4°13'19"L

120.017

120.021

SRQ - 309 226.05

99.999

SRQ - 304 686.76

99.994

586.76

36

79.273

SRQ - 306 866.02

SRQ - 302 466.74

120.014

SRQ - 303

SRQ - 305 786.75

120.010

SRQ - 301 346.76

119.987

300 226.75

120.027

SRQ - 299 35 106.77

119.973

SRQ -

140.010

SRQ - 298 986.75

SRQ - 297 846.74




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

180.026

SRQ - 338 40 28.55

97.880

199.937

SRQ - 337 848.53

SRQ - 336 648.59

84.940

SRQ - 335 609.48 66°11'35"L

39.113

SRQ - 334 524.54

SRQ - 333 304.64

140.041

219.896

SRQ - 330 858.62 75°41'22"R

145.805

SRQ - 331 39 4.43

97.734

160.170

SRQ - 332 164.60

120.021

SRQ - 327 546.01

115.940

SRQ -

98.940

SRQ - 329 760.89

SRQ - 325 326.10

99.888

SRQ - 326 425.99

328 661.95 65°45'39"L

126.598

SRQ - 324 212.56 2°26'45"L

113.542

38 85.96

SRQ - 322 965.93

120.034

SRQ - 323

120.002

SRQ - 321 846.41 3°22'10"L

119.516

SRQ - 320 726.41

120.172

SRQ - 319 606.63

119.781

SRQ - 318 486.46




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

146.722

SRQ - 359 530.33 38°21'3"R

160.003

99.974

SRQ - 358 383.61

SRQ - 357 283.64

123.962

SRQ - 356 223.19

60.452

SRQ - 355 99.22 18°17'43"L

SRQ - 354 42 32.80

269.996

66.425

SRQ - 351 502.78

119.980

SRQ - 352 622.76

119.999

140.046

SRQ - 353 762.80

107.400

SRQ - 348 214.79 21°17'40"L

48.005

SRQ -

119.981

SRQ - 350 382.78

SRQ - 346 987.34

120.048

SRQ - 347 41 107.39

349 262.80

119.997

SRQ - 345 867.42

119.925

747.42

SRQ - 343 627.36

120.058

SRQ - 344

84.401

SRQ - 342 514.44 28°19'22"R

112.920

SRQ - 341 430.04

173.589

SRQ - 340 300.02 19°11'43"L

130.022

SRQ - 339 126.43 44°2'6"R




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

293.940

SRQ - 380 617.29 23°36'37"L

188.180

120.024

SRQ - 379 323.35 21°11'29"L

SRQ - 378 203.33

199.774

SRQ - 377 45 42.25

161.085

99.727

SRQ - 376 842.47

SRQ - 374 543.15

199.593

14°12'22"R338.27

139.982

SRQ - 375 742.74

204.886

SRQ -

41°40'24"L

100.004

SRQ - 371 44 64.98

SRQ - 372 204.96

133.305

SRQ - 373

68.044

SRQ - 368 783.39

370 964.97 14°28'22"R

80.061

SRQ - 369 863.45

101.528

179.965

SRQ - 366 570.30

145.043

390.33

SRQ - 367 715.34

SRQ - 364 43 220.33

170.005

SRQ - 365

89.016

SRQ - 363 970.32

250.013

SRQ - 362 881.30

80.004

SRQ - 361 770.34

110.959

SRQ - 360 690.34




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO




SECTION

ARCHITECTURAL

221.337

SRQ - 401 397.70

232.530

SRQ - 398 713.39

271.321

SRQ - 399 984.71 8°44'45"L

191.654

SRQ - 400 49 176.37

99.888

SRQ - 396 453.32

120.100

SRQ - 397 573.42

139.969

320.024

SRQ - 394 48 246.17 20°51'10"L

107.267

SRQ - 395 353.44 41°37'36"L

139.838

SRQ - 391 586.14

240.079

SRQ - 392 826.22

99.922

SRQ - 393 926.14

159.753

SRQ - 389 232.50

213.809

SRQ - 390 446.31

335.958

SRQ - 386 733.21 8°2'47"L

139.529

SRQ - 387 872.74

200.006

SRQ - 388 47 72.74

63.122

SRQ - 384 318.37

78.877

SRQ - 385 397.25 9°52'14"L

SRQ - 381 805.47 55°46'11"R

211.874

SRQ - 382 46 17.35

237.903

SRQ - 383 255.25




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 402 630.23

137.383

SRQ - 403 767.62

148.729

SRQ - 404 916.35

80.051

SRQ - 405 996.40

229.380

SRQ - 406 50 225.78

98.098

SRQ - 407 323.88

89.982

SRQ - 408 413.86 70°11'54"L

99.876

SRQ - 409 513.73

162.000

SRQ - 410 675.73

91.298

SRQ - 411 767.03 9°52'1"L

327.363

SRQ - 412 51 94.39 12°13'29"L

170.022

SRQ - 413 264.42

159.979

SRQ - 414 424.40

227.689

SRQ - 415 652.08 8°10'51"R

127.880

SRQ - 416 779.96

170.045

SRQ - 417 950.01

240.036

SRQ - 418 52 190.05

79.967

SRQ - 419 270.01

157.973

SRQ - 420 427.99

103.985

SRQ - 421 531.97

108.021

SRQ - 422 639.99

179.995




SECTION

ARCHITECTURAL




Fdtn

Type

S T A T I O N

Ten.

String

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 423 819.99

114.971

SRQ - 424 934.96

188.072

SRQ - 425 53 123.03 4°20'54"L

196.662

SRQ - 426 319.69 2°30'55"L

179.972

SRQ - 427 499.66

160.050

SRQ - 428 659.71

232.774

SRQ - 429 892.49 45°11'6"R

189.996

SRQ - 430 54 82.48

160.901

SRQ - 431 243.38 30°1'41"R

176.326

SRQ - 432 419.71

100.030

SRQ - 433 519.74

99.973

SRQ - 434 619.71

188.051

SRQ - 435 807.76

51.956

SRQ - 436 859.72

59.984

SRQ - 437 919.70

100.000

SRQ - 438 55 19.70

99.993

SRQ - 439 119.70

110.017

SRQ - 440 229.71

90.016

SRQ - 441 319.73

194.133

SRQ - 442 513.86 31°49'28"L

146.135

SRQ - 443 660.00

79.989




SECTION

ARCHITECTURAL




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 444 739.99

180.035

SRQ - 445 920.02

119.971

SRQ - 446 56 39.99

119.993

SRQ - 447 159.99

119.983

SRQ - 448 279.97

90.024

SRQ - 449 369.99

280.010

SRQ - 450 650.00

169.997

SRQ - 451 820.00

121.996

SRQ - 452 942.00

177.766

SRQ - 453 57 119.76

149.963

SRQ - 454 269.73 49°51'0"R

322.961

SRQ - 455 592.69 12°24'19"L

149.609

SRQ - 456 742.30

189.925

SRQ - 457 932.22

89.998

SRQ - 458 58 22.22

219.874

SRQ - 459 242.09

140.020

SRQ - 460 382.11

219.915

SRQ - 461 602.03

160.108

SRQ - 462 762.14

139.960

SRQ - 463 902.10

120.013

SRQ - 464 59 22.11

219.792




SECTION

ARCHITECTURAL




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOTE

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 465 241.90

159.978

SRQ - 466 401.88

159.913

SRQ - 467 561.79

120.012

SRQ - 468 681.80

100.091

SRQ - 469 781.89

82.942

SRQ - 470 864.84

151.798

SRQ - 471 60 16.63

105.000

SRQ - 472 121.63

119.667

SRQ - 473 241.30

136.690

SRQ - 474 377.99

120.006

SRQ - 475 498.00

83.744

SRQ - 476 581.74 26°7'56"R

100.322

SRQ - 477 682.06

139.969

SRQ - 478 822.03

199.929

SRQ - 479 61 21.96

120.011

SRQ - 480 141.97

120.021

SRQ - 481 261.99

120.004

SRQ - 482 382.00

120.000

SRQ - 483 502.00

92.685

SRQ - 484 594.68 22°7'52"R

107.160

SRQ - 485 701.84

79.912




SECTION

ARCHITECTURAL




Fdtn

Type

S T A T I O N

Ten

Strin

Assy

S P A N (meters)

Deflection

AngleActual

(Forward)Wind

Vertical

at 90°C

Leg Extension

C O N

Sus.

String

Assy.

POLE /

TOWER No.

Pedestal Extension

Pole / Tower

TypeBody Ext'n.

APPR

NOT

CHECKED REVIEWED

EVALUATED: RECO

SRQ - 487 901.73

120.037

SRQ - 488 62 21.77

SRQ - 486 781.75

119.978

SRQ - 493 721.77

209.946

SRQ - 489 231.72

59.747

SRQ - 490 291.46

150.506

SRQ - 491 441.97

179.861

SRQ - 492 621.83

99.940

SRQ - 498 256.43

99.971

SRQ - 494 821.74 55°39'29"L

116.858

SRQ - 495 938.60 62°49'35"R

67.842

SRQ - 496 63 6.44 2°46'41"L

129.966

SRQ - 497 136.41

120.020

120.000

SRQ - 499 376.43

224.994

SRQ - 500 601.42

505

250.758

SRQ - 501 852.18

74.979

SRQ - 502 927.16

SRQ - 503

SRQ - 504

SRQ -




SECTION

ARCHITECTURAL

SRQ - 506



(km.) (meter) A B C

SRQ - 21

SRQ - 22

10

SRQ - 19

SRQ - 20

SRQ - 17

SRQ - 18

SRQ - 15

SRQ - 16

SRQ - 2

SRQ - 3

SRQ - 4

SRQ - 13

SRQ - 14

SRQ - 11

SRQ - 12

SRQ - 8

SRQ - 9

SRQ -

SRQ - 5

SRQ - 6

SRQ - 7

Actual

(Forward)Wind

Vertical

at 90°C

Leg Extension

Pedestal Extensi

POLE /

TOWER No.

S T A T I O N

S P A N (meters)

Deflection

Angle

Pole / Tower

TypeBody Ext'n.

SRQ - 1

GANTY 0 0.000



SRQ - 47

SRQ - 45

SRQ - 46

SRQ - 43

SRQ - 44

SRQ - 41

SRQ - 42

SRQ - 39

SRQ - 40

SRQ - 37

SRQ - 38

SRQ - 35

SRQ - 36

SRQ - 33

SRQ - 34

SRQ - 31

SRQ - 32

SRQ - 29

SRQ - 30

SRQ - 27

SRQ - 28

SRQ - 25

SRQ - 26

SRQ - 23

SRQ - 24



SRQ - 71

SRQ - 72

SRQ - 69

SRQ - 70

SRQ - 67

SRQ - 68

SRQ - 65

SRQ - 66

SRQ - 63

SRQ - 64

SRQ - 61

SRQ - 62

SRQ - 59

SRQ - 60

SRQ - 57

SRQ - 58

SRQ - 55

SRQ - 56

SRQ - 53

SRQ - 54

SRQ - 51

SRQ - 52

SRQ - 49

SRQ - 50

SRQ - 48



SRQ - 97

SRQ - 95

SRQ - 96

SRQ - 93

SRQ - 94

SRQ - 91

SRQ - 92

SRQ - 89

SRQ - 90

SRQ - 87

SRQ - 88

SRQ - 85

SRQ - 86

SRQ - 83

SRQ - 84

SRQ - 81

SRQ - 82

SRQ - 79

SRQ - 80

SRQ - 77

SRQ - 78

SRQ - 75

SRQ - 76

SRQ - 73

SRQ - 74



SRQ - 121

SRQ - 122

SRQ - 119

SRQ - 120

SRQ - 117

SRQ - 118

SRQ - 115

SRQ - 116

SRQ - 113

SRQ - 114

SRQ - 111

SRQ - 112

SRQ - 109

SRQ - 110

SRQ - 107

SRQ - 108

SRQ - 105

SRQ - 106

SRQ - 103

SRQ - 104

SRQ - 101

SRQ - 102

SRQ - 99

SRQ - 100

SRQ - 98



SRQ - 147

SRQ - 145

SRQ - 146

SRQ - 143

SRQ - 144

SRQ - 141

SRQ - 142

SRQ - 139

SRQ - 140

SRQ - 137

SRQ - 138

SRQ - 135

SRQ - 136

SRQ - 133

SRQ - 134

SRQ - 131

SRQ - 132

SRQ - 129

SRQ - 130

SRQ - 127

SRQ - 128

SRQ - 125

SRQ - 126

SRQ - 123

SRQ - 124



SRQ - 171

SRQ - 172

SRQ - 169

SRQ - 170

SRQ - 167

SRQ - 168

SRQ - 165

SRQ - 166

SRQ - 163

SRQ - 164

SRQ - 161

SRQ - 162

SRQ - 159

SRQ - 160

SRQ - 157

SRQ - 158

SRQ - 155

SRQ - 156

SRQ - 153

SRQ - 154

SRQ - 151

SRQ - 152

SRQ - 149

SRQ - 150

SRQ - 148



SRQ - 197

SRQ - 195

SRQ - 196

SRQ - 193

SRQ - 194

SRQ - 191

SRQ - 192

SRQ - 189

SRQ - 190

SRQ - 187

SRQ - 188

SRQ - 185

SRQ - 186

SRQ - 183

SRQ - 184

SRQ - 181

SRQ - 182

SRQ - 179

SRQ - 180

SRQ - 177

SRQ - 178

SRQ - 175

SRQ - 176

SRQ - 173

SRQ - 174



SRQ - 221

SRQ - 222

SRQ - 219

SRQ - 220

SRQ - 217

SRQ - 218

SRQ - 215

SRQ - 216

SRQ - 213

SRQ - 214

SRQ - 211

SRQ - 212

SRQ - 209

SRQ - 210

SRQ - 207

SRQ - 208

SRQ - 205

SRQ - 206

SRQ - 203

SRQ - 204

SRQ - 201

SRQ - 202

SRQ - 199

SRQ - 200

SRQ - 198



SRQ - 247

SRQ - 245

SRQ - 246

SRQ - 243

SRQ - 244

SRQ - 241

SRQ - 242

SRQ - 239

SRQ - 240

SRQ - 237

SRQ - 238

SRQ - 235

SRQ - 236

SRQ - 233

SRQ - 234

SRQ - 231

SRQ - 232

SRQ - 229

SRQ - 230

SRQ - 227

SRQ - 228

SRQ - 225

SRQ - 226

SRQ - 223

SRQ - 224



SRQ - 271

SRQ - 272

SRQ - 269

SRQ - 270

SRQ - 267

SRQ - 268

SRQ - 265

SRQ - 266

SRQ - 263

SRQ - 264

SRQ - 261

SRQ - 262

SRQ - 259

SRQ - 260

SRQ - 257

SRQ - 258

SRQ - 255

SRQ - 256

SRQ - 253

SRQ - 254

SRQ - 251

SRQ - 252

SRQ - 249

SRQ - 250

SRQ - 248



SRQ - 297

SRQ - 295

SRQ - 296

SRQ - 293

SRQ - 294

SRQ - 291

SRQ - 292

SRQ - 289

SRQ - 290

SRQ - 287

SRQ - 288

SRQ - 285

SRQ - 286

SRQ - 283

SRQ - 284

SRQ - 281

SRQ - 282

SRQ - 279

SRQ - 280

SRQ - 277

SRQ - 278

SRQ - 275

SRQ - 276

SRQ - 273

SRQ - 274



SRQ - 321

SRQ - 322

SRQ - 319

SRQ - 320

SRQ - 317

SRQ - 318

SRQ - 315

SRQ - 316

SRQ - 313

SRQ - 314

SRQ - 311

SRQ - 312

SRQ - 309

SRQ - 310

SRQ - 307

SRQ - 308

SRQ - 305

SRQ - 306

SRQ - 303

SRQ - 304

SRQ - 301

SRQ - 302

SRQ - 299

SRQ - 300

SRQ - 298



SRQ - 347

SRQ - 345

SRQ - 346

SRQ - 343

SRQ - 344

SRQ - 341

SRQ - 342

SRQ - 339

SRQ - 340

SRQ - 337

SRQ - 338

SRQ - 335

SRQ - 336

SRQ - 333

SRQ - 334

SRQ - 331

SRQ - 332

SRQ - 329

SRQ - 330

SRQ - 327

SRQ - 328

SRQ - 325

SRQ - 326

SRQ - 323

SRQ - 324



SRQ - 371

SRQ - 372

SRQ - 369

SRQ - 370

SRQ - 367

SRQ - 368

SRQ - 365

SRQ - 366

SRQ - 363

SRQ - 364

SRQ - 361

SRQ - 362

SRQ - 359

SRQ - 360

SRQ - 357

SRQ - 358

SRQ - 355

SRQ - 356

SRQ - 353

SRQ - 354

SRQ - 351

SRQ - 352

SRQ - 349

SRQ - 350

SRQ - 348



SRQ - 397

SRQ - 395

SRQ - 396

SRQ - 393

SRQ - 394

SRQ - 391

SRQ - 392

SRQ - 389

SRQ - 390

SRQ - 387

SRQ - 388

SRQ - 385

SRQ - 386

SRQ - 383

SRQ - 384

SRQ - 381

SRQ - 382

SRQ - 379

SRQ - 380

SRQ - 377

SRQ - 378

SRQ - 375

SRQ - 376

SRQ - 373

SRQ - 374



SRQ - 421

SRQ - 422

SRQ - 419

SRQ - 420

SRQ - 417

SRQ - 418

SRQ - 415

SRQ - 416

SRQ - 413

SRQ - 414

SRQ - 411

SRQ - 412

SRQ - 409

SRQ - 410

SRQ - 407

SRQ - 408

SRQ - 405

SRQ - 406

SRQ - 403

SRQ - 404

SRQ - 401

SRQ - 402

SRQ - 399

SRQ - 400

SRQ - 398



SRQ - 447

SRQ - 445

SRQ - 446

SRQ - 443

SRQ - 444

SRQ - 441

SRQ - 442

SRQ - 439

SRQ - 440

SRQ - 437

SRQ - 438

SRQ - 435

SRQ - 436

SRQ - 433

SRQ - 434

SRQ - 431

SRQ - 432

SRQ - 429

SRQ - 430

SRQ - 427

SRQ - 428

SRQ - 425

SRQ - 426

SRQ - 423

SRQ - 424



SRQ - 471

SRQ - 472

SRQ - 469

SRQ - 470

SRQ - 467

SRQ - 468

SRQ - 465

SRQ - 466

SRQ - 463

SRQ - 464

SRQ - 461

SRQ - 462

SRQ - 459

SRQ - 460

SRQ - 457

SRQ - 458

SRQ - 455

SRQ - 456

SRQ - 453

SRQ - 454

SRQ - 451

SRQ - 452

SRQ - 449

SRQ - 450

SRQ - 448



SRQ - 497

SRQ - 495

SRQ - 496

SRQ - 493

SRQ - 494

SRQ - 491

SRQ - 492

SRQ - 489

SRQ - 490

SRQ - 487

SRQ - 488

SRQ - 485

SRQ - 486

SRQ - 483

SRQ - 484

SRQ - 481

SRQ - 482

SRQ - 479

SRQ - 480

SRQ - 477

SRQ - 478

SRQ - 475

SRQ - 476

SRQ - 473

SRQ - 474



SRQ - 521

SRQ - 522

SRQ - 519

SRQ - 520

SRQ - 517

SRQ - 518

SRQ - 515

SRQ - 516

SRQ - 513

SRQ - 514

SRQ - 511

SRQ - 512

SRQ - 509

SRQ - 510

SRQ - 507

SRQ - 508

SRQ - 505

SRQ - 506

SRQ - 503

SRQ - 504

SRQ - 501

SRQ - 502

SRQ - 499

SRQ - 500

SRQ - 498



SRQ - 547

SRQ - 545

SRQ - 546

SRQ - 543

SRQ - 544

SRQ - 541

SRQ - 542

SRQ - 539

SRQ - 540

SRQ - 537

SRQ - 538

SRQ - 535

SRQ - 536

SRQ - 533

SRQ - 534

SRQ - 531

SRQ - 532

SRQ - 529

SRQ - 530

SRQ - 527

SRQ - 528

SRQ - 525

SRQ - 526

SRQ - 523

SRQ - 524



SRQ - 571

SRQ - 572

SRQ - 569

SRQ - 570

SRQ - 567

SRQ - 568

SRQ - 565

SRQ - 566

SRQ - 563

SRQ - 564

SRQ - 561

SRQ - 562

SRQ - 559

SRQ - 560

SRQ - 557

SRQ - 558

SRQ - 555

SRQ - 556

SRQ - 553

SRQ - 554

SRQ - 551

SRQ - 552

SRQ - 549

SRQ - 550

SRQ - 548



SRQ - 597

SRQ - 595

SRQ - 596

SRQ - 593

SRQ - 594

SRQ - 591

SRQ - 592

SRQ - 589

SRQ - 590

SRQ - 587

SRQ - 588

SRQ - 585

SRQ - 586

SRQ - 583

SRQ - 584

SRQ - 581

SRQ - 582

SRQ - 579

SRQ - 580

SRQ - 577

SRQ - 578

SRQ - 575

SRQ - 576

SRQ - 573

SRQ - 574



SRQ - 621

SRQ - 622

SRQ - 619

SRQ - 620

SRQ - 617

SRQ - 618

SRQ - 615

SRQ - 616

SRQ - 613

SRQ - 614

SRQ - 611

SRQ - 612

SRQ - 609

SRQ - 610

SRQ - 607

SRQ - 608

SRQ - 605

SRQ - 606

SRQ - 603

SRQ - 604

SRQ - 601

SRQ - 602

SRQ - 599

SRQ - 600

SRQ - 598



SRQ - 647

SRQ - 645

SRQ - 646

SRQ - 643

SRQ - 644

SRQ - 641

SRQ - 642

SRQ - 639

SRQ - 640

SRQ - 637

SRQ - 638

SRQ - 635

SRQ - 636

SRQ - 633

SRQ - 634

SRQ - 631

SRQ - 632

SRQ - 629

SRQ - 630

SRQ - 627

SRQ - 628

SRQ - 625

SRQ - 626

SRQ - 623

SRQ - 624



SRQ - 671

SRQ - 672

SRQ - 669

SRQ - 670

SRQ - 667

SRQ - 668

SRQ - 665

SRQ - 666

SRQ - 663

SRQ - 664

SRQ - 661

SRQ - 662

SRQ - 659

SRQ - 660

SRQ - 657

SRQ - 658

SRQ - 655

SRQ - 656

SRQ - 653

SRQ - 654

SRQ - 651

SRQ - 652

SRQ - 649

SRQ - 650

SRQ - 648



SRQ - 697

SRQ - 695

SRQ - 696

SRQ - 693

SRQ - 694

SRQ - 691

SRQ - 692

SRQ - 689

SRQ - 690

SRQ - 687

SRQ - 688

SRQ - 685

SRQ - 686

SRQ - 683

SRQ - 684

SRQ - 681

SRQ - 682

SRQ - 679

SRQ - 680

SRQ - 677

SRQ - 678

SRQ - 675

SRQ - 676

SRQ - 673

SRQ - 674



SRQ - 721

SRQ - 722

SRQ - 719

SRQ - 720

SRQ - 717

SRQ - 718

SRQ - 715

SRQ - 716

SRQ - 713

SRQ - 714

SRQ - 711

SRQ - 712

SRQ - 709

SRQ - 710

SRQ - 707

SRQ - 708

SRQ - 705

SRQ - 706

SRQ - 703

SRQ - 704

SRQ - 701

SRQ - 702

SRQ - 699

SRQ - 700

SRQ - 698



SRQ - 747

SRQ - 745

SRQ - 746

SRQ - 743

SRQ - 744

SRQ - 741

SRQ - 742

SRQ - 739

SRQ - 740

SRQ - 737

SRQ - 738

SRQ - 735

SRQ - 736

SRQ - 733

SRQ - 734

SRQ - 731

SRQ - 732

SRQ - 729

SRQ - 730

SRQ - 727

SRQ - 728

SRQ - 725

SRQ - 726

SRQ - 723

SRQ - 724



SRQ - 771

SRQ - 772

SRQ - 769

SRQ - 770

SRQ - 767

SRQ - 768

SRQ - 765

SRQ - 766

SRQ - 763

SRQ - 764

SRQ - 761

SRQ - 762

SRQ - 759

SRQ - 760

SRQ - 757

SRQ - 758

SRQ - 755

SRQ - 756

SRQ - 753

SRQ - 754

SRQ - 751

SRQ - 752

SRQ - 749

SRQ - 750

SRQ - 748



SRQ - 797

SRQ - 795

SRQ - 796

SRQ - 793

SRQ - 794

SRQ - 791

SRQ - 792

SRQ - 789

SRQ - 790

SRQ - 787

SRQ - 788

SRQ - 785

SRQ - 786

SRQ - 783

SRQ - 784

SRQ - 781

SRQ - 782

SRQ - 779

SRQ - 780

SRQ - 777

SRQ - 778

SRQ - 775

SRQ - 776

SRQ - 773

SRQ - 774



SRQ - 799

SRQ - 800

SRQ - 798



D G1 G2

Ground

Patrol

Number

Sus.

String

Assy.

Ten.

String

Assy.

on

Fdtn

Type

C O N D U C T O R OHGW / OPGW G R O U N D I N G

Danger

SignJumper

String

Assy.

Spacer

Damper

Sus. String

Assy. / Joint Box

Ten. String

Assy.

Vib.

Damper

TypeGrn'd.Re

st'n.



Helicop.

Patrol

Number

Plan &

Profile

Sheet No.

REMARKS

(Crossings)

Structure List Srq Gan-502

Documents

Transcript of Structure List Srq Gan-502