21_-_Atch_C__GLA07_Drawings.pdf

PDF 28 MB Posted May 29, 2018

Attached to: Gila Substation Stage 07
Solicitation number: 89503118BWA000005
Issued by: Department of Energy Western Area Power Administration

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Attachment C - Gila Substation Stage 07 Drawings

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Sol_89503118BWA000005_Amd_0004.pdf	PDF	Jul 9, 2018
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Revised_Atch_B_-_Amd_3_Revised_Spec.pdf	PDF	Jul 4, 2018
Atch_H_-_Geotech_Engineering_Report_-_Gila_Substation.pdf	PDF	Jul 4, 2018
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21_-_Atch_G__Submittal_Log_-_GLA07.pdf	PDF	May 29, 2018
21_-_Atch_B_GLA07_SPECS.pdf	PDF	May 29, 2018
21_-_Atch_A_Bidding_Schedule_Final_050418.pdf	PDF	May 29, 2018
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PROJECT DRAWINGS

GILA SUBSTATION

STAGE 07

ARIZONA

SECTION C

DESCRIPTION/SPECIFICATIONS

Spec No. 835

STAGE 07

A. GENERAL:

CONSTRUCTION STANDARD DRAWINGS: A complete set of standard drawings are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx.

Construction drawings are the specification drawings and any additional drawings required for use in construction. The construction drawings will be issued after contract award and may include amendment changes and other details, which make the drawings suitable to use for construction purposes.

PROJECT DRAWINGS: Project drawings included herein are reduced reproductions and are not to scale.

Some project drawings show details of fabrication and other information not a part of the work. Disregard information and details, which are not applicable.

STANDARD DRAWINGS: Where details shown on standard drawings included herein differ from project drawings or text, the details of project drawings or text shall govern.

INFORMATIONAL DRAWINGS: Some project drawings have the words “FOR INFORMATION ONLY” appearing above the title block. These drawings show some information, which may be required for bidding purposes. These drawings do not show items to be furnished or work to be performed.

EXISTING INSTALLATION DRAWINGS: Some project drawings have the words “EXISTING INSTALLATION” appearing above the title block. These drawings show the existing installations prior to modifications and may show some new work to be performed.

REFERENCE DRAWINGS: Reference drawings referred to on project drawings and not included herein, are not necessary for bidding purposes.

CONTRACTOR'S RESPONSIBILITY: Check all drawings and advise Western of any errors or omissions.

A. LIST OF DRAWINGS:

LOCATION MAP:

1. GLA 0015 Rev. C – Location and Vicinity Map

2. KNB 0015 – Location and Vicinity Map

3. TEL 0015 Rev. A – Location and Vicinity Map

ELECTRICAL:

4. GLA 0001 Rev. J EI – Switching Diagram (Existing Installation)

5. GLA 0001-1 – 34.5KV Area Switching Diagram (Sheet 1 of 3)

6. GLA 0001-2 – XFMR KZ5A, 5B & 69KV Area Switching Diagram (Sheet 2 of 3)

7. GLA 0001-3 Rev. B – XFMR KY5A, 5B & 161KV Area Switching Diagram (Sheet 3 of 3)

8. GLA 0002 Rev. E EI – Switching Diagram GLA 0001 Equipment Data Sheet (Existing Installation)

9. GLA 0011 Rev. J EI – Electrical Installation General Plot Plan (Existing Installation)

10. GLA 0011 Rev. K – Electrical Installation General Plot Plan

11. GLA 0012 – Electrical Installation General Area Plan

12. GLA 1001 Rev. J EI – Cable Trenches & Conduit Layout Plan - Sheet 1 (Existing Installation)

13. GLA 1001 Rev. K – Cable Trenches & Layout Plan—Sheet 1

14. GLA 1002 Rev. M EI – Grounding Plan (Existing Installation)

15. GLA 1002 Rev. N – Grounding Plan

16. GLA 1007 Rev. D EI – 4.16KV Bay X1 Plan (Existing Installation)

17. GLA 1007 Rev. E – 4.16KV Bay X1 Plan

18. GLA 1010 Rev. J EI – Cable Trenches & Conduit Layout Plan—Sheet 2 (Existing Installation)

19. GLA 1010 Rev. K – Cable Trenches & Conduit Layout Plan—Sheet 2

20. GLA 1018 Rev. E EI – Power and Lighting Wiring Diagram (Existing Installation)

21. GLA 1018 Rev. F – Power and Lighting Wiring Diagram (Existing Installation)

22. GLA 1024 Rev. E EI – 161KV Bays Y1 and Y5 Plan (Existing Installation)

23. GLA 1024 Rev. F – 161KV Bays Y1 and Y5 Plan

24. GLA 1026 Rev. D EI – 161KV Bays Y2, Y3, & Y4 Bus Plan (Existing Installation)

25. GLA 1026 Rev. E – 161KV Bays Y2, Y3, & Y4 Bus Plan

26. GLA 1027 Rev. C EI – 34.5KV Bus Structure “W” Sections (Existing Installation)

27. GLA 1027-1 – 34.5KV Bus Structure “W” Sections (Sheet 1 of 2)

28. GLA 1027-2 – 34.5KV Bus Structure “W” Sections (Sheet 2 of 2)

29. GLA 1028 Rev. E EI – 34.5KV Bus Structure - W Equipment and Bus Plans (Existing Installation)

30. GLA 1028-1 – 34.5KV Bus Structure “W” Equipment Plan (Sheet 1 of 2)

31. GLA 1028-2 – 34.5KV Bus Structure “W” Equipment Plan (Sheet 2 of 2)

32. GLA 1040 – Arrangement Plan

33. GLA 1041 – 161KV Bays V1, V2, V4, V5, V7, V8, V10 & V11 Area Plan

34. GLA 1042 – 161KV Bays V3, V6, V9 & V12 Area Plan

35. GLA 1100 Rev. B EI – Equipment & Material Index (Existing Installation)

36. GLA 1100 Rev. C – Equipment & Material Index

37. GLA 1103 – Substation Signs (1 of 2)

38. GLA 1104 – Substation Signs (2 of 2)

39. GLA 1110 Rev. E EI – 161KV Bays Y4 Sections (Existing Installation)

40. GLA 1110 Rev. F – 161KV Bays Y4 Sections

41. GLA 1114 Rev. D EI – 161KV Bays Y2 & Y3 Sections (Existing Installation) https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx

42. GLA 1114 Rev. E – 161KV Bays Y2 & Y3 Sections

43. GLA 1128 Rev. B EI – 161KV Bays Y1 and Y5 Sections (Existing Installation)

44. GLA 1128 Rev. C – 161KV Bays Y1 and Y5 Sections

45. GLA 1129 Rev. B EI – 161KV Bays Y1 and Y5 Sections (Existing Installation)

46. GLA 1129 Rev. C – 161KV Bays Y1 and Y5 Sections

47. GLA 1130 Rev. B EI – 161KV Bays Y1 and Y5 Sections (Existing Installation)

48. GLA 1130 Rev. C – 161KV Bays Y1 and Y5 Sections

49. GLA 1131 Rev. C EI – 161KV Bays Y1 and Y5 Sections (Existing Installation)

50. GLA 1131 Rev. D – 161KV Bays Y1 and Y5 Sections

51. GLA 1132 EI – 161KV Bays Y1 and Y5 Sections (Existing Installation)

52. GLA 1132 Rev. A – 161KV Bays Y1 and Y5 Sections

53. GLA 1134 Rev. B EI – 4.16KV Bay X1 Sections (Existing Installation)

54. GLA 1134-1 – 4.16KV Bay X1 Sections A-A and B-B

55. GLA 1134-2 – 4.16KV Bay X1 Sections C-C, D-D, E-E, G-G, H-H, I-I, and J-J

56. GLA 1138 – 161KV Bays V1-V3 Section A-A

57. GLA 1139 – 161KV Bays V4-V6 Section B-B

58. GLA 1140 – 161KV Bays V7-V9 Section C-C

59. GLA 1141 – 161KV Bays V10-V12 Section D-D

60. GLA 1142 – Transformer KY5A Tie Line Section E-E

61. GLA 1143 – 161KV Area Section F-F

62. GLA 1144 – 161KV Area Sections G-G and H-H

63. GLA 1145 – 161KV Area Sections I-I, J-J and K-K

64. GLA 1146 – 4.160KV Bus Area Sections L1-L1, L2-L2, M-M, N-N, and O-O

65. GLA 1155 – Insulator Assemblies

66. GLA 1501 – Grounding Plan

67. GLA 1511 – 161KV Bays V1, V2, V4, V5, V7, V8, V10 &V11 Grounding Plan

68. GLA 1512 – 161KV Bays V3, V6, V9 & V12 Grounding Plan

69. GLA 1600 Rev. F EI – Buried Cable & Grounding Plan (Existing Installation)

70. GLA 1600 Rev. G – Buried Cable & Grounding Plan

71. GLA 1601 Rev. F EI – Station Service Wiring Diagram (Existing Installation)

72. GLA 1601 Rev. G – Station Service Wiring Diagram

73. GLA 1610 – Station Service DWA4 Wiring Diagram

74. GLA 1611 – 120/208V AC Distribution Panels DWA5 & DWA6 Panel Schedule

75. GLA 1612 – Station Service Panels DWA5 & DW6A 120/208 Volt Power and Lighting Wiring Diagram

76. GLA 1729 EI – Pull Boxes PB1, PB2, & PB3 Plans and Sections

77. GLA 1729 Rev. A – Pull Boxes PB1, PB2, & PB3 Plans and Sections

78. GLA 1730 – Conduit Plan

79. GLA 1731 – 161KV Bays V1, V2, V4, V5, V7, V8, V10 & V11 Conduit Plan

80. GLA 1732 – 161KV Bays V3, V6, V9 & V12 Conduit Plan

81. GLA 1733 – Conduit Details

82. GLA 1734 – Perimeter Security Lighting Plan

FOUNDATION AND STRUCTURAL DRAWING INDEX:

83. GLA 2003-1 Rev. B – Foundation/Structural Data and Drawing Index (Sheet 1 of 3)

84. GLA 2003-2 Rev. C – Foundation/Structural Data and Drawing Index (Sheet 2 of 3)

85. GLA 2003-3 – Foundation/Structural Data and Drawing Index (Sheet 3 of 3)

CIVIL & SITE DRAWINGS:

86. GLA 0020 – Topography

87. GLA 2170 Rev. A – Site Plan

88. GLA 2171 Rev. A – Grading Plan

89. GLA 2172 Rev. A – Storm Drain Plan and Profile

90. GLA 2173 Rev. A – HDPE Pipe Sections and Details

91. GLA 2174 Rev. A – Retaining Wall Plan and Profile

92. GLA 2175 Rev. A – Retaining Wall Elevation

93. GLA 2176 – Retaining Wall sections

94. GLA 2177 – Storm Drain Details

95. GLA 2180 – Oil Detention Basin Plan

96. GLA 2181 – Oil Detention Basin Sections & Details

CONCRETE:

97. GLA 2162 – Foundation General Plan

98. GLA 2002 Rev. G EI – Foundations (Existing Installation)

99. GLA 2002 Rev. H – Foundation Plan

100. GLA 2004 Rev. C EI – Foundation Plan 161KV Area (Existing Installation)

101. GLA 2004 Rev. D – Foundation Plan 161KV Area

102. GLA 2006-1 Rev. B EI – Foundation Plan 4, 34.5, 69 & 161KV Areas (Sheet 1 of 2) (Existing Installation)

103. GLA 2006-1 Rev. C – Foundation Plan 4, 34.5, 69, & 161KV Areas (Sheet 1 of 2)

104. GLA 2200 – Foundation General Plan 230KV Yard

105. GLA 2201 – Foundation Plan 230KV Area

106. GLA 2202 – Foundation Plan 230KV Area

107. GLA 2203 – Foundation Plan 230KV Area

108. GLA 2204 – Foundation Plan 230KV Area

109. GLA 2151 Rev. A – Foundations Outline and Reinforcement

110. GLA 2300 – Foundations Outline and Reinforcement

111. GLA 2301 – Foundations Outline and Reinforcement

112. GLA 2302 – Foundations Outline and Reinforcement

113. GLA 2303 – Foundations Outline and Reinforcement

114. GLA 2304 – Foundations Outline and Reinforcement

115. GLA 2500 – Type “C” Cable Trench Plan

116. GLA 2501 – Type “C” Cable Trench Sections and Details

117. GLA 2550 – Anchor Bolts

STEEL STRUCTURES:

118. GLA 2153 – 161KV Switch Support Type IV

119. GLA 2155-1 – Bus Frames and Poles and Equipment Supports (Sheet 1 of 2)

120. GLA 2155-2 – Bus Frames and Poles and Equipment Supports (Sheet 2 of 2)

121. GLA 2159 – Ground Mast Type I

122. GLA 2600 – 230KV Take Off Structure Type I Elevations

123. GLA 2601 – 230KV Take Off Structure Type I Assemblies and Connections

124. GLA 2602 – 230KV Take Off Structure Type II Elevations

125. GLA 2603 – 230KV Take Off Structure Type II Assemblies and Connections

126. GLA 2604 – 230/69KV Bus Tower Type I Elevations

127. GLA 2605 – 230/69KV Bus Tower Type I Assemblies and Connections

128. GLA 2606 – 230/69KV Bus Tower Type I Assemblies and Connections

129. GLA 2607 – 230KV Bus Tower Type I Elevations

130. GLA 2608 – 230KV Bus Tower Type I Assemblies and Connections

131. GLA 2609 – 34.5KV Bus Tower Type I Elevations

132. GLA 2610 – 34.5KV Bus Tower Type I Assemblies and Connections

133. GLA 2611 – Bus Frames

134. GLA 2612 – 4.16KV Switch Support Type I

135. GLA 2613 – Tee Poles

136. GLA 2614 – Equipment & Bus Support Type I

137. GLA 2615 – Equipment & Bus Support Type II

138. GLA 2616 – Equipment & Bus Support Type III

139. GLA 2617 – AC Panel Support

140. GLA 2925 – Equipment Cabinet Platforms Steel Design and Details

141. GLA 2926 – Switch Operating Platforms Steel Design and Details

COMMUNICATION TOWER:

142. GLA 2877 Rev. A – 160 Foot 3 Leg Comm Twr Tower Outline and Details

143. GLA 2888 Rev. A – 160 Foot 3 Leg Comm Twr Tower Foundation Layout

144. GLA 2889 Rev. A – 160 Foot 3 Leg Comm Twr Auger Type Foundation

145. GLA 2890 Rev. A – 160 Foot 3 Leg Comm Twr Bridge Channel Support

STRINGING:

146. GLA 2900 – Stringing Requirements General Plan

147. GLA 2901 – Stringing Requirements Existing Yard

148. GLA 2902 – Stringing Requirements 230KV Yard

SERVICE BUILDING:

149. GLA 3050 Rev B – Architectural Floor Plan

150. GLA 3051 – Architectural Wall Types, Finishes & Notes

151. GLA 3052 Rev A – Architectural Cable Tray Plan, Lower Level

152. GLA 3053 Rev A – Architectural Cable Tray Plan, Upper Level

153. GLA 3054 Rev A – Architectural Reflected Ceiling Plan

154. GLA 3055 Rev A – Architectural Exterior Elevations

155. GLA 3056 Rev A – Architectural Exterior Elevations

156. GLA 3057 – Architectural Building Section A-A

157. GLA 3058 – Architectural Building Section B-B

158. GLA 3059 – Architectural Roof Overhang Detail

159. GLA 3060 – Architectural Sections and Details

160. GLA 3061 – Architectural Sections and Details

161. GLA 3062 – Architectural Sections and Details

162. GLA 3063 – Architectural Sections and Details

163. GLA 3064 Rev B – Architectural Door Details

164. GLA 3200 Rev A – General Structural Notes, Abbreviations & Reference Drawings

165. GLA 3201 Rev B – Structural Foundation Plan

166. GLA 3202 Rev A – Structural Roof Plan

167. GLA 3203 Rev B – Structural Steel Wall Plan

168. GLA 3204 – Structural Bent Plate Plan

169. GLA 3205 Rev A – Structural Building Section S-S

170. GLA 3206 Rev A – Structural Building Section W-W

171. GLA 3207 Rev A – Structural Steel Joist Loads

172. GLA 3208 – Structural Sections & Details

173. GLA 3209 – Structural Sections & Details

174. GLA 3210 Rev B – Structural Sections & Details

175. GLA 3211 Rev A – Structural Sections & Details

176. GLA 3212 Rev A – Structural Sections & Details

177. GLA 3213 Rev A – Structural Sections & Details

178. GLA 3214 – Structural Sections & Details

179. GLA 3215 Rev A – Structural Sections & Details

180. GLA 3216 Rev A – Structural Sections & Details

181. GLA 3217 Rev A – Structural Sections & Details

182. GLA 3218 Rev A – Structural Sections & Details

183. GLA 3219 Rev A – Structural Sections & Details

184. GLA 3220 Rev A – Structural Sections & Details

185. GLA 3221 – Structural Sections & Details

186. GLA 3222 Rev A – Structural Sections & Details

187. GLA 3223 Rev A – Structural Sections & Details

188. GLA 3224 Rev A – Structural Sections & Details

189. GLA 3225 Rev A – Structural Sections & Details

190. GLA 3226 Rev A – Structural Sections & Details

191. GLA 3307 Rev A – Mechanical Lower Floor Plan

192. GLA 3308 Rev A – Mechanical Upper Floor Plan

193. GLA 3309 Rev A – Mechanical Control Room Schedules

194. GLA 3310 Rev A– Mechanical Battery Room Diagrams & Schedules

195. GLA 3311 Rev A – Mechanical Equipment Details

196. GLA 3312 Rev A – Mechanical HVAC Details and Hanger Schedule

197. GLA 3400 Rev A – Electrical Power Plan

198. GLA 3401 Rev B – Electrical Lighting Plan

199. GLA 3402 Rev B – Electrical Security Plan

200. GLA 3403 Rev A – Electrical Panelboards DHA, DHB

201. GLA 3404 Rev A– Electrical Wiring Devices Schematic

202. GLA 3405 Rev A – Electrical Luminaire & Equipment Schedules

CONTROLS:

203. GLA T600 Rev A – Control Cable List

204. GLA 4050-1 Rev B – Service Building Electrical Arrangement, Conduit and Grounding

205. GLA 4050-2 Rev B – Service Building Electrical Cable Tray Grounding

206. GLA 4050-3 Rev A – Service Building Electrical Grounding and Conduit Details

207. GLA 6150 Rev A – DC Distribution Panel BHA1 Wiring Diagram

208. GLA 6151 – DC Distribution Panel BHA2 Wiring Diagram

209. GLA 4038 Rev. E EI – Control House Floor Plan (Existing Installation)

TRANSMISSION LINE STEEL POLE STRUCTURE FOUNDATIONS:

210. GLA-KNB 2100 Rev. A – Types 246N & 246Y Steel Pole Structures Foundations

211. KOF-GLA 2100 Rev. A – Types 281D & 281N Steel Pole Structures Foundations

TRANSMISSION LINE STEEL POLE STRUCTURES:

212. 43-246N 2200 Rev. B – 246N Pole Structures Outline and Design Loads

213. 43-246Y 2200 Rev. F – 246Y Pole Structures Outline and Design Loads

214. 43-281D 2200 – 281D Pole Structures Outline and Design Loads

215. 43-281N 2200 – 281N Pole Structures Outline and Design Loads

216. 43-123N 2200 FIO – 123N Steel Pole Structures Outline and Design Loads (For Information Only)

217. 43 2206 Rev. H – Steel Pole Structures Maintenance Provisions – Outlines

218. 43 2208 Rev. H – Steel Pole Structures Maintenance Provisions – Outlines

219. 43 2210 Rev. I – Steel Pole Structures Maintenance Provisions – Details

220. 41 2701 Rev. A – Fall Protection Anchorage Plates

221. 41 9027-2 Rev A. – Steel Pole Structures Arial Patrol Mile Marker and Structure Number Signs (Sh. 2 of 3)

TRANSMISSION LINE WOOD POLE STRUCTURES:

222. 40-D-5006 Rev. 5/2/79 FIO – Type 3AT–138, 161, and 230KV Large Angle Structure (For Information Only)

223. 41 6017 Rev. B FIO – Type 3T 138KV and 161KV 3-Pole Tension Structure (For Information Only)

224. 41 6061 Rev. C FIO – Type HS – 161KV Suspension Structure (For Information Only)

225. 41 6062 Rev. A FIO – Type HST-161KV Suspension-Ground Wire Tension-Structure (For Information Only)

226. 41 6063 Rev. A FIO – Type 3A – 161kV Medium Angle Structure (For Information Only)

227. 41 6064 Rev. A FIO – Type 3T – 161KV 3-Pole Dead End Structure (For Information Only)

228. 41 6154-1 Rev. A – Type 3TAD 230KV 3-Pole Tension Angle Dead End Structure, Sheet 1 of 2

229. 41 6154-2 Rev. A – Type 3TAD 230KV 3-Pole Tension Angle Dead End Structure, Sheet 2 of 2

230. 41 6155 – Type 3TAD Structures Standard Guy Arrangement

TRANSMISSION LINE ELECTRICAL:

231. GLA-KNB 1000 Rev. A – Gila – Knob 161KV Transmission Line Material Quantities

232. GLA-KNB 1001 Rev A – Gila – Knob 161KV Transmission Line Vibration Dampers

233. KOF-GLA 1000 Rev. A – Kofa – Gila 161KV Transmission Line Material Quantities

234. KOF-GLA 1001 Rev. A – Kofa – Gila 161KV Transmission Line Vibration Dampers

COMMUNICATIONS:

235. GLA 7089-1 Rev A – Service Building Rack Layouts THA1 – THA4 Arrangement (Sheet 1 of 2)

236. GLS 3006 Rev C FIO – Maintenance Facility Enlarged Floor Plan

237. GLS 7050 Rev A – Maintenance Facility Rack Layout THA Arrangement

TRANSMISSION LINE PLAN AND PROFILES:

238. GLA-KNB 4000 Rev. A EI – Gila – Drop No. 4 154KV Transmission Line Plan & Profile Station 0+00 to

Station 50+55 (Existing Installation)

239. GLA-KNB 4000 Rev. C – Gila – Knob 161KV Transmission Line Plan & Profile Station TOS 3+33 to Station 50+55

240. GLA-WML 4201 Rev. A EI – Gila to Wellton-Mohawk-Ligurta T.GLA.WML to Structure 0/4

(Existing Installation)

241. GLA-WML 4201 Rev. B – Gila to Wellton-Mohawk-Ligurta T.GLA.WML to Structure 0/4

242. KOF-GLA 4014 EI – Kofa – Gila 161KV Transmission Line Plan & Profile Sta 762+31 to Sub Sta 788+84 (Existing Installation)

243. KOF-GLA 4014 Rev. B – Kofa – Gila 161KV Transmission Line Plan & Profile Sta 762+30.91 to Sub Sta

794+24

GEOLOGY:

244. GLA 8002 – Bore Hole Plan

245. GLA 8003 – Bore Hole Logs BH-1 and BH-2

246. GLA 8004 – Bore Hole Logs BH-3 and BH-4

247. GLA 8005 – Bore Hole Logs BH-5 Sheets 1 and 2

248. GLA 8006 – Bore Hole Logs BH-5A and BH-6

249. GLA 8007 – Bore Hole Logs BH-7 and BH-8

250. GLA 8008 – Bore Hole Logs BH-9 and BH-10

XFMR KY5A LINE

GLA 173

DISC SW WV1A 230-KV

XFMR KY5A LINE

GLA 371

DISC SW YV3A 230-KV

XFMR KY5A LINE

GLA 172

PCB JV1A 230-KV

XFMR KY5A LINE

GLA 370

GND SW ZV3A 230-KV

XFMR KY5A LINE

GLA 171

DISC SW YV1A 230-KV

XFMR KY5A LINE

GLA 373

DISC SW WV3A 230-KV

XFMR KY5A LINE

GLA 275

DISC SW YV2A 230-KV

KY5A LINE CCVT

VV1A1

INSTR XFMR 161/230-KV

XFMR KY5A LINE

GLA 276

PCB JV2A 230-KV

XFMR KY5A LINE

GLA 277

DISC SW YV2B 230-KV

KY5A LINE CCVT

VV1A2

INSTR XFMR 161/230-KV

KY5A LINE CCVT

VV1A3

INSTR XFMR 161/230-KV

KY5A LINE CCVT

EV1A

VV1A SECONDARY FUSES

KNOB LINE

GLA 473

DISC SW WV4A 230-KV

KNOB LINE

GLA 472

PCB JV4A 230-KV

KNOB LINE

GLA 471

DISC SW YV4A 230-KV

KNOB LINE

GLA 470

GND SW ZV4A 230-KV

KNOB LINE CCVT

VV4A1

INSTR XFMR 161/230-KV

KNOB LINE CCVT

VV4A2

INSTR XFMR 161/230-KV

KNOB LINE CCVT

VV4A3

INSTR XFMR 161/230-KV

KNOB LINE CCVT

EV4A

VV4A SECONDARY FUSES

KNOB LINE

QV4A1

CURRENT XFMR 230-KV

KNOB LINE

QV4A2

CURRENT XFMR 230-KV

KNOB LINE

QV4A3

CURRENT XFMR 230-KV

KNOB LINE CT

EV4B

QV4A TERMINAL BLOCKS

XFMR KY5B / KNOB LINE

GLA 575

DISC SW YV5A 230-KV

XFMR KY5B / KNOB LINE

GLA 576

PCB JV5A 230-KV

XFMR KY5B / KNOB LINE

GLA 577

DISC SW YV5B 230-KV

XFMR KY5B LINE

GLA 671

DISC SW YV6A 230-KV

XFMR KY5B LINE

GLA 672

PCB JV6A 230-KV

XFMR KY5B LINE

GLA 673

DISC SW WV6A 230-KV

KY5B LINE CCVT

VV6A1

INSTR XFMR 161/230-KV

KY5B LINE CCVT

VV6A2

INSTR XFMR 161/230-KV

KY5B LINE CCVT

VV6A3

INSTR XFMR 161/230-KV

KY5B LINE CCVT

EV6A

VV6A SECONDARY FUSES

WELLTON-MOHAWK LINE

GLA 773

DISC SW WV7A 230-KV

WELLTON-MOHAWK LINE

GLA 770

GND SW ZV7A 230-KV

WELLTON-MOHAWK LINE

GLA 771

DISC SW YV7A 230-KV

WELLTON-MOHAWK LINE

GLA 875

DISC SW YV8A 230-KV

WELLTON-MOHAWK LINE

GLA 876

PCB JV8A 230-KV

WELLTON-MOHAWK LINE

GLA 877

DISC SW YV8B 230-KV

WELLTON-MOHAWK LINE

GLA 971

DISC SW YV9A 230-KV

WELLTON-MOHAWK LINE

GLA 970

GND SW ZV9A 230-KV

WELLTON-MOHAWK LINE

GLA 972

PCB JV9A 230-KV

WELLTON-MOHAWK LINE

GLA 973

DISC SW WV9A 230-KV

WELLTON-MOHAWK LINE

VV4A1

CCVT XFMR 161/230-KV

WELLTON-MOHAWK LINE

VV4A2

CCVT XFMR 161/230-KV

WELLTON-MOHAWK LINE

VV4A3

CCVT XFMR 161/230-KV

WELLTON-MOHAWK LINE

EV9A

CCVT VV9A SEC FUSES

WELLTON-MOHAWK LINE

QV9A1

CURRENT XFMR 230-KV

WELLTON-MOHAWK LINE

QV9A2

CURRENT XFMR 230-KV

WELLTON-MOHAWK LINE

QV9A3

CURRENT XFMR 230-KV

WELLTON-MOHAWK LINE

EV9B

QV9A TERMINAL BLOCKS

KOFA LINE

GLA 1073

DISC SW WV10A 230-KV

KOFA LINE

GLA 1070

GND SW ZV10A 230-KV

KOFA LINE

GLA 1071

DISC SW YV10A 230-KV

KOFA LINE

GLA 1175

DISC SW YV11A 230-KV

KOFA LINE

GLA 1176

PCB JV11A 230-KV

KOFA LINE

GLA 1177

DISC SW YV11B 230-KV

KOFA LINE

GLA 1271

DISC SW YV12A 230-KV

KOFA LINE

GLA 1270

GND SW ZV12A 230-KV

KOFA LINE

GLA 1272

PCB JV12A 230-KV

KOFA LINE

GLA 1273

DISC SW WV12A 230-KV

KOFA LINE CCVT

VV12A1

INSTR XFMR 161/230-KV

KOFA LINE CCVT

VV12A2

INSTR XFMR 161/230-KV

KOFA LINE CCVT

VV12A3

INSTR XFMR 161/230-KV

KOFA LINE CCVT

EV12A

VV12A SECONDARY FUSES

KOFA LINE

QV12A1

CURRENT XFMR 230-KV

KOFA LINE

QV12A2

CURRENT XFMR 230-KV

KOFA LINE

QV12A3

CURRENT XFMR 230-KV

KOFA LINE CT

EV12B

QV12A TERMINAL BLOCKS

NORTH BUS CCVT

VV10B1

INSTR XFMR 161/230-KV

NORTH BUS CCVT

EV10C

VV10B1 SECONDRY FUSES

SOUTH BUS CCVT

VV12B1

INSTR XFMR 161/230-KV

SOUTH BUS CCVT

EV12C

VV12B1 SECONDRY FUSES

STATION SERVICE XFMR

KX2A

4.16-KV-120/208V

KX2A STATION SERVICE

GLA 223

INT SW WX2A 4.16-KV

KX2A STATION SERVICE

GLA 221

FUSE DISC FX2A 4.16-KV

TRANSFORMER

KW8A

YUMA PUMPING PLANT

GLA 423

IN SW WX4A 4.16-KV

VOLTAGE XFMR

VX2A

4.16-KV-120/120V

RESISTOR

RX2A

STATION SERVICE XFMR

MTS

MANUAL TRANSFER SW

RESISTOR RX3A

EX3A

TERMINAL BOX

KZ5A / KZ5B LINE

GLA 555

DISC SW YZ5T 69.0-KV

MAINTENANCE BUILDING

FIBER

CONDUIT TO PB6

PUMPING PLANT

FIBER

CONDUIT TO PB5

LIGHTING CONTACTOR

EWL 1

KX2A STATION SERVICE

GLA 523

INT SW WX2B 4.16-KV

KX2A STATION SERVICE

GLA 521

FUSE DISC FX2B 4.16-KV

KX2A STATION SERVICE

GLA 525

LOAD BREAK WX2C

KX2A STATION SERVICE

AX2B

M.O.V.E. ARRESTER

STATION SERVICE XFMR

KX3A

4.16-KV-120/208V

KX3A STATION SERVICE

GLA 323

INT SW WX3A 4.16-KV

KX3A STATION SERVICE

GLA 321

FUSE DISC FX3A 4.16-KV

KX3A STATION SERVICE

GLA 325

LOAD BREAK WX3A

KX3A STATION SERVICE

AX3B

M.O.V.E. ARRESTER

YUMA PUMPING PLANT

GLA 421

IN SW WX4B 4.16-KV

VOLTAGE XFMR

VX3A

4.16-KV-120/120V

RESISTOR

RX3A

RESISTOR RX2A

EX2A

TERMINAL BOX

ARRESTER

AX2A

MCOV 5.1-KV RMS (L-N)

ARRESTER

AX3A

MCOV 5.1-KV RMS (L-N)

ARRESTER

AX4A

MCOV 5.1-KV RMS (L-N)

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

EX FENCE

AutoCAD SHX Text

NOTE 6

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text c 30.00' ACCESS ROAD (2173)

AutoCAD SHX Text A

AutoCAD SHX Text A (2173)

AutoCAD SHX Text B (2173)

AutoCAD SHX Text B

AutoCAD SHX Text

EXISTING GLA-KNB-161KV

AutoCAD SHX Text

EXISTING APS-69KV

AutoCAD SHX Text

EXISTING APS-69KV

AutoCAD SHX Text

EXISTING CANAL

AutoCAD SHX Text

DRAINAGE FL (2172)

AutoCAD SHX Text

CABLE TRENCH

AutoCAD SHX Text

CABLE TRENCH

AutoCAD SHX Text

CABLE TRENCH

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text 153sf OF 6"-9" RIPRAP

AutoCAD SHX Text 1,260sf OF 6"-9" RIPRAP

AutoCAD SHX Text 420sf OF 6"-9" RIPRAP

AutoCAD SHX Text H.P. (2172)

AutoCAD SHX Text c 20.00' GATE

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text 5,610sf OF sf OF 6"-9" RIPRAP

AutoCAD SHX Text c 5' SWALE

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text R25'

AutoCAD SHX Text R75'

AutoCAD SHX Text R25'

AutoCAD SHX Text R40'

AutoCAD SHX Text

24" RCP STORM DRAIN (2072)

AutoCAD SHX Text

UNDERGROUND DETENTION/ INFILTRATION SYSTEM (2172)

AutoCAD SHX Text

EXISTING CULVERT

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

RETAINING WALL (2174,2175, 2176)

AutoCAD SHX Text C

AutoCAD SHX Text C (2173)

AutoCAD SHX Text R14.80'

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text

GUY WIRES

AutoCAD SHX Text 220sf OF 6"-9" RIPRAP

AutoCAD SHX Text

EX GATE TO BE REMOVED

AutoCAD SHX Text

PLACE STRAW EROSION CONTROL BLANKETS

AutoCAD SHX Text

PLACE STRAW EROSION CONTROL BLANKETS

AutoCAD SHX Text

PLACE STRAW EROSION CONTROL BLANKETS

AutoCAD SHX Text

PLACE 6"-9" RIP RAP

AutoCAD SHX Text

PLACE 6"-9" RIP RAP

AutoCAD SHX Text

PLACE 6"-9" RIP RAP

AutoCAD SHX Text

EXISTING NORTH GILA-69KV

AutoCAD SHX Text

PLACE 6"-9" RIP RAP

AutoCAD SHX Text

PLACE 6"-9" RIP RAP

AutoCAD SHX Text

EXTENT OF 6"-9" RIP RAP

AutoCAD SHX Text

EXISTING NORTH CODY-69KV

AutoCAD SHX Text

REFERENCE DRAWINGS

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

GILA SUBSTATION

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

F. FRENCH

AutoCAD SHX Text

G. CRAWFORD

AutoCAD SHX Text

GLA

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text

TOPOGRAPHY

AutoCAD SHX Text

GLA 0020

AutoCAD SHX Text

FOUNDATION/STRUCTURAL DATA AND

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text

GRADING PLAN

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

GLA 2003-3

AutoCAD SHX Text

GLA 2171

AutoCAD SHX Text

1. GRADING ELEVATIONS ARE SHOWN TO FINISHED GRADES. GRADING ELEVATIONS ARE SHOWN TO FINISHED GRADES. SUBGRADE IS 6" BELOW FINISHED GRADE. 2. SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS. SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS. 3. ENTIRE AREA OF SUBSTATION YARD TO A DISTANCE OF ENTIRE AREA OF SUBSTATION YARD TO A DISTANCE OF 3'-0" OUTSIDE OF FENCE, IS TO HAVE 6" GRAVEL SURFACING. 4. PLACE RIPRAP AS DIRECTED. RIPRAP CONSISTS OF PLACE RIPRAP AS DIRECTED. RIPRAP CONSISTS OF 1'-0" MINIMUM DEPTH, RIPRAP BEDDED IN 6" SAND, FABRIC AND GRAVEL. 5. PLACE APPROXIMATELY 25 SQUARE FEET OF RIPRAP ON PLACE APPROXIMATELY 25 SQUARE FEET OF RIPRAP ON INLET AND OUTLET OF HDPE UNLESS DIRECTED OTHERWISE ON DRAWING. 6. REMOVE EXISTING FENCE. REMOVE EXISTING FENCE. 7. PLACE RIP RAP ON ALL DISTURBED 3:1 AND 4:1 SLOPES PLACE RIP RAP ON ALL DISTURBED 3:1 AND 4:1 SLOPES INSIDE AND OUTSIDE OF FENCE LINE INCLUDING THE TOP BACK OF THE RETAINING WALL SLOPE FROM THE YARD. 8. PLACE STRAW EROSION CONTROL BLANKET ON DISTURBED PLACE STRAW EROSION CONTROL BLANKET ON DISTURBED EARTH SLOPE ON SOUTH WEST CORNER OUTSIDE OF THE FENCE LINE.

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'-0"

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

XREF(S)=

AutoCAD SHX Text

GLA_9500, GLA_9503

AutoCAD SHX Text

GLA_9510, GLA_9512

AutoCAD SHX Text S:\projects\Substations\Gila\Gila.07\Drawings\DesignDrawings\C3D\gla_2170a.dwg Last Saved By: French, Frederick on 5/4/2018 3:00 PM Last Saved By: French, Frederick on 5/4/2018 3:00 PMFrench, Frederick on 5/4/2018 3:00 PM on 5/4/2018 3:00 PM5/4/2018 3:00 PM

AutoCAD SHX Text

STORM DRAIN PLAN & PROFILE

AutoCAD SHX Text

GLA 2172

AutoCAD SHX Text

FEBRUARY 4, 2016

AutoCAD SHX Text

EXISTING GROUND ELEVATION

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

EXISTING FENCE LINE

AutoCAD SHX Text

USBR RIGHT OF WAY TRACT HT-2

AutoCAD SHX Text

EXISTING CONTOUR (1' MINOR)

AutoCAD SHX Text

EXISTING CONTOUR (5' MAJOR)

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

EXISTING BARBWIRE FENCE LINE

AutoCAD SHX Text

POINT OF CURVE

AutoCAD SHX Text

POINT OF TANGENT

AutoCAD SHX Text

POC

AutoCAD SHX Text

POINT ON CURVE

AutoCAD SHX Text

PCC

AutoCAD SHX Text

POINT OF COMPOUND CURVE

AutoCAD SHX Text

PRC

AutoCAD SHX Text

POINT OF REVERSE CURVE

AutoCAD SHX Text H.P.

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text L.P.

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

ANGLE POINT

AutoCAD SHX Text

EOA

AutoCAD SHX Text

EDGE OF ASPHALT

AutoCAD SHX Text

ETW

AutoCAD SHX Text

EDGE OF TRAVEL WAY

AutoCAD SHX Text

EOC

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text c

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text

GRADE BREAK

AutoCAD SHX Text

FOUND MONUMENT (AS NOTED)

AutoCAD SHX Text

SET MONUMENT

AutoCAD SHX Text

SLOPE DIRECTION OF FINISHED

AutoCAD SHX Text

GRADE ELEVATION

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SURFACE BOUNDARY

AutoCAD SHX Text

CONTOUR (5' MAJOR)

AutoCAD SHX Text

CONTOUR (1' MINOR)

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

RETAINING WALL P&P

AutoCAD SHX Text

GLA 2174

AutoCAD SHX Text A

AutoCAD SHX Text

A7-FF

AutoCAD SHX Text

UPDATED SITE LAYOUT

AutoCAD SHX Text

SECTIONS & DETAIL

AutoCAD SHX Text

GLA 2173

AutoCAD SHX Text

STORM DRAIN DETAILS

AutoCAD SHX Text

GLA 2177

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

CIVIL ENGINEER

5-4-18

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

CABLE TRENCH

AutoCAD SHX Text

DETAIL A

AutoCAD SHX Text

EXISTING GLA-KNB-161KV

AutoCAD SHX Text

EXISTING APS-69KV

AutoCAD SHX Text

EXISTING GLA-NGA-69KV

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

EXISTING CANAL

AutoCAD SHX Text

EXISTING CANAL

AutoCAD SHX Text

96" CMP UNDERGROUND DETENTION/ INFILTRATION SYSTEM WITH STONE BACKFILL (2073)

AutoCAD SHX Text

EXISTING CULVERT

AutoCAD SHX Text

24" RCP STORM DRAIN (2072)

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

RETAINING WALL (2174)

AutoCAD SHX Text c 5' SWALE

AutoCAD SHX Text

WING WALL

AutoCAD SHX Text R25'

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text R40'

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text

WING WALL

AutoCAD SHX Text

18" RCP (2073)

AutoCAD SHX Text

18" RCP (2073)

AutoCAD SHX Text

24" CMP STORM DRAIN (2072)

AutoCAD SHX Text

EXISTING NORTH GILA -69KV

AutoCAD SHX Text

EXISTING NORTH GILA-69KV

AutoCAD SHX Text

EXISTING APS -69KV

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text 5,610sf OF 6"-9" GROUTED RIPRAP

AutoCAD SHX Text

REFERENCE DRAWINGS

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

GILA SUBSTATION

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

GRADING PLAN

AutoCAD SHX Text

F. FRENCH

AutoCAD SHX Text

G. CRAWFORD

AutoCAD SHX Text

GLA

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text S:\projects\Substations\Gila\Gila.07\Drawings\DesignDrawings\C3D\gla_2171a.dwg Last Saved By: French, Frederick on 5/4/2018 3:01 PM Last Saved By: French, Frederick on 5/4/2018 3:01 PMFrench, Frederick on 5/4/2018 3:01 PM on 5/4/2018 3:01 PM5/4/2018 3:01 PM

AutoCAD SHX Text

XREF(S)=

AutoCAD SHX Text

GLA_9500, GLA_9503

AutoCAD SHX Text

GLA_9510, GLA_9512

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'-0"

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DETAIL A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1"=20'-0"

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

FEBRUARY 4, 2016

AutoCAD SHX Text

EXISTING GROUND ELEVATION

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

EXISTING FENCE LINE

AutoCAD SHX Text

EXISTING CONTOUR (1' MINOR)

AutoCAD SHX Text

EXISTING CONTOUR (5' MAJOR)

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

EXISTING BARBWIRE FENCE LINE

AutoCAD SHX Text

AutoCAD SHX Text H.P.

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text c

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

FOUND MONUMENT (AS NOTED)

AutoCAD SHX Text

SET MONUMENT

AutoCAD SHX Text

SLOPE DIRECTION OF FINISHED

AutoCAD SHX Text

GRADE ELEVATION

AutoCAD SHX Text

SURFACE BOUNDARY

AutoCAD SHX Text

CONTOUR (5' MAJOR)

AutoCAD SHX Text

CONTOUR (1' MINOR)

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text A

AutoCAD SHX Text

A7-FF

AutoCAD SHX Text

UPDATED GRADING AND DRAINAGE.

AutoCAD SHX Text

ADDED TWO TIERED 5' RETAINING WALL.

AutoCAD SHX Text

TOPOGRAPHY

AutoCAD SHX Text

GLA 0020

AutoCAD SHX Text

FOUNDATION/STRUCTURAL DATA AND

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

GLA 2003-3

AutoCAD SHX Text

GLA 2170

AutoCAD SHX Text

STORM DRAIN PLAN & PROFILE

AutoCAD SHX Text

GLA 2172

AutoCAD SHX Text

RETAINING WALL P&P

AutoCAD SHX Text

GLA 2174

AutoCAD SHX Text

HDPE PIPE SECTIONS & DETAIL

AutoCAD SHX Text

GLA 2173

AutoCAD SHX Text

STORM DRAIN DETAILS

AutoCAD SHX Text

GLA 2177

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

CIVIL ENGINEER

STORM DRAIN SYSTEM PROFILE

SCALE: (H) 1" = 20' (V) 1" = 5'

START STA: 0+22.00, END STA: 6+40.00

6+00 6+40

PLAN VIEW

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text

96" CMP UNDERGROUND DETENTION/ INFILTRATION SYSTEM WITH STONE BACKFILL

AutoCAD SHX Text

96" CMP

AutoCAD SHX Text

96" CMP

AutoCAD SHX Text

96" CMP

AutoCAD SHX Text

96" CMP

AutoCAD SHX Text

96" CMP

AutoCAD SHX Text -1.0%

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

WINGWALL

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

SURFACING SEE DETAIL A (2073)

AutoCAD SHX Text

96" CMP UNDERGROUND DETENTION/ INFILTRATION SYSTEM WITH STONE BACKFILL

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

GILA SUBSTATION

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

PLAN & PROFILE

AutoCAD SHX Text

F. FRENCH

AutoCAD SHX Text

G. CRAWFORD

AutoCAD SHX Text

GLA

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text S:\projects\Substations\Gila\Gila.07\Drawings\DesignDrawings\C3D\gla_2172a.dwg Last Saved By: French, Frederick on 5/4/2018 3:01 PM Last Saved By: French, Frederick on 5/4/2018 3:01 PMFrench, Frederick on 5/4/2018 3:01 PM on 5/4/2018 3:01 PM5/4/2018 3:01 PM

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

XREF(S)=

AutoCAD SHX Text

GLA_9512

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1"=20'-0"

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

EXISTING GROUND ELEVATION

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

EARTHFILL

AutoCAD SHX Text c

AutoCAD SHX Text

FES

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

RCP

AutoCAD SHX Text

GRAVEL SURFACING - SEE DETAIL A (2173)

AutoCAD SHX Text

STORM DRAIN SYSTEM

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CMP

AutoCAD SHX Text

REFERENCE DRAWINGS

AutoCAD SHX Text

TOPOGRAPHY

AutoCAD SHX Text

GLA 0020

AutoCAD SHX Text

FOUNDATION/STRUCTURAL DATA AND

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text

GRADING PLAN

AutoCAD SHX Text

GLA 2003-3

AutoCAD SHX Text

GLA 2171

AutoCAD SHX Text

RETAINING WALL P&P

AutoCAD SHX Text

GLA 2174

AutoCAD SHX Text

HDPE SECTIONS & DETAIL

AutoCAD SHX Text

GLA 2173

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

GLA 2170

AutoCAD SHX Text

STORM DRAIN DETAILS

AutoCAD SHX Text

GLA 2177

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

CIVIL ENGINEER

MAY 4, 2018

30.00'

AutoCAD SHX Text 30.00'

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

WING WALL

AutoCAD SHX Text

RETAINING WALL W/ LINER

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

18" FES

AutoCAD SHX Text

18" FES

AutoCAD SHX Text

18" FES

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

SURFACING

AutoCAD SHX Text

SURFACING

AutoCAD SHX Text

SURFACING

AutoCAD SHX Text

96" CMP UNDERGROUND DETENTION/ INFILTRATION SYSTEM WITH STONE BACKFILL

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

6"-9" RIPRAP

AutoCAD SHX Text

RETAINING WALL FOOTING

AutoCAD SHX Text

HDPE GRATING DETAIL NTS

AutoCAD SHX Text

WASHER, TYP

AutoCAD SHX Text

NUT, TYP

AutoCAD SHX Text

LOCKNUT, TYP

AutoCAD SHX Text c OF HDPE

AutoCAD SHX Text

1/2" GALV BOLT (2 PLACES) (3" FROM END OF PIPE), SEE NOTE 1

AutoCAD SHX Text c OF HDPE

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

FG EL - SEE PLAN

AutoCAD SHX Text

SG EL

AutoCAD SHX Text

TOP OF SLOPE

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

STANDARD HDPE

AutoCAD SHX Text

12" HDPE FES

AutoCAD SHX Text

FILTER FABRIC TO BE WRAPPED & SECURED AROUND PIPE

AutoCAD SHX Text

HDPE GRATING

AutoCAD SHX Text

6"-9" RIPRAP W/ LINER

AutoCAD SHX Text

GILA SUBSTATION

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

HDPE PIPE SECTIONS & DETAIL

AutoCAD SHX Text

F. FRENCH

AutoCAD SHX Text

G. CRAWFORD

AutoCAD SHX Text

GLA

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text S:\projects\Substations\Gila\Gila.07\Drawings\DesignDrawings\C3D\gla_2173a.dwg Last Saved By: French, Frederick on 5/4/2018 3:02 PM Last Saved By: French, Frederick on 5/4/2018 3:02 PMFrench, Frederick on 5/4/2018 3:02 PM on 5/4/2018 3:02 PM5/4/2018 3:02 PM

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

CIVIL ENGINEER

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

XREF(S)=

AutoCAD SHX Text

GLA_9512

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1"=20'-0"

AutoCAD SHX Text

VERTICAL SCALE: 1"=5'

AutoCAD SHX Text

FEBRUARY 4, 2016

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

1. PROVIDE BOLTS THRU THE 12" AND 18" HDPE CULVERT PROVIDE BOLTS THRU THE 12" AND 18" HDPE CULVERT AT INVERT. SEE GRATING DETAIL (THIS SHEET), THIS APPLYS TO ALL HDPE PIPE THAT EXIT THE YARD. 2. ENSURE ALL HDPE PIPE ARE BONDED TO GROUNDING ENSURE ALL HDPE PIPE ARE BONDED TO GROUNDING GRID. 3. 18" HDPE WILL REQUIRE 3 GALV BOLTS AT 4" APART 18" HDPE WILL REQUIRE 3 GALV BOLTS AT 4" APART ON CENTER.

AutoCAD SHX Text

DETAIL A GRAVEL SURFACING

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

EXISTING GROUND ELEVATION

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

EARTHFILL

AutoCAD SHX Text c

AutoCAD SHX Text

FES

AutoCAD SHX Text

HIGH-DENSITY POLYETHYLENE PIPE

AutoCAD SHX Text

HDPE

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GRAVEL SURFACING - SEE DETAIL A

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CORRUGATED METAL PIPE

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CMP

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12"&18" HDPE & 6" RIPRAP W/ LINER

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DETAIL

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SCALE:1"=2'

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LEGEND

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6"-9" RIPRAP

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A7-FF

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CHANGED DRAWING NUMBER. WAS FORMERLY GLA_2173.

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UPDATED SECTIONS BASED ON UPDATED DRAINAGE.

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REFERENCE DRAWINGS

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TOPOGRAPHY

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GLA 0020

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FOUNDATION/STRUCTURAL DATA AND

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DRAWING INDEX

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GRADING PLAN

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GLA 2003-3

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GLA 2171

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STORM DRAIN PLAN & PROFILE

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GLA 2172

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RETAINING WALL P&P

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GLA 2174

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SITE PLAN

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GLA 2170

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STORM DRAIN DETAILS

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GLA 2177

RETAINING WALL PROFILE

SCALE: (H) 1" = 20' (V) 1" = 6'

START STA: -0+50.00, END STA: 3+00.00

0+00 2+50

PLAN VIEW

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TOP FOOTING

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EL=191.00'

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TOP OF WALL

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EARTH FILL

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WING WALL

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FINISHED GRADE

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TOP OF 10' BERM

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SURFACING

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EXISTING GROUND

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WING WALL

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WALL FOOTING

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EXISTING CANAL

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24" RCP STORM DRAIN

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18" HDPE

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96" CMP UNDERGROUND DETENTION/ INFILTRATION SYSTEM WITH STONE BACKFILL

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FLOWLINE

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48" MH-1

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48" MH-2

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48" HYDRODYNAMIC SEPERATOR

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HEADWALL

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24" RCP STORM DRAIN

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24" CMP STORM DRAIN

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GILA SUBSTATION

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ARIZONA

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RETAINING WALL

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PLAN & PROFILE

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F. FRENCH

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G. CRAWFORD

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GLA

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HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text S:\projects\Substations\Gila\Gila.07\Drawings\DesignDrawings\C3D\gla_2174a.dwg Last Saved By: French, Frederick on 5/4/2018 3:02 PM Last Saved By: French, Frederick on 5/4/2018 3:02 PMFrench, Frederick on 5/4/2018 3:02 PM on 5/4/2018 3:02 PM5/4/2018 3:02 PM

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CIVIL ENGINEERING MANAGER

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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XREF(S)=

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GLA_9512

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SCALE OF FEET

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AutoCAD SHX Text 1"=30'-0"

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VERTICAL SCALE: 1"=5'

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FEBRUARY 4, 2016

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A7-FF

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CHANGED DRAWING NUMBER. WAS FORMERLY GLA_2173.

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UPDATED SECTIONS BASED ON UPDATED DRAINAGE.

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RETAINING WALL

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REFERENCE DRAWINGS

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TOPOGRAPHY

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GLA 0020

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FOUNDATION/STRUCTURAL DATA AND

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DRAWING INDEX

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GRADING PLAN

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GLA 2003-3

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GLA 2171

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STORM DRAIN PLAN & PROFILE

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GLA 2172

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HDPE PIPE SECTIONS & DETAIL

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GLA 2173

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SITE PLAN

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GLA 2170

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STORM DRAIN DETAILS

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GLA 2177

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CIVIL ENGINEER

FOR MA INT ENA NC E CA LL 1.8 00.3 38.11

2 2 www.ContechES.com

TMC l e a n wa t e r s t a r t s he r e

AS OF: Jan 19, 2018- 7:28am

AS OF: Jan 19, 2018- 7:29am

AS OF: Jan 19, 2018- 7:31am

AS OF: Jan 19, 2018- 7:33am

CASE A-NESC LIGHT INTACT 90g LINE ANGLE WIND ON STRUCTURE = 22.5 PSF DEAD LOAD OF STRUCTURE x 1.5

AutoCAD SHX Text 12.0

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AutoCAD SHX Text CASE B-HIGH WIND INTACT 90g LINE ANGLE WIND ON STRUCTURE = 32 PSF DEAD LOAD OF STRUCTURE x 1.1

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SECTION B-B LINE POST INSULATOR ATTACHMENT

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SECTION A-A LINE POST INSULATOR ATTACHMENT

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TYPICAL OGW AND TENSION INSULATOR ATTACHMENTS

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SECTION C-C

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TYPE 123N (BP) BASE DETAIL

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TYPE 123N (BP) (BASE-PLATED)

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TYPE 123N (DE) (DIRECT-EMBEDDED)

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TYPE 123N (DE) BASE DETAIL

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AutoCAD SHX Text S:\projects\TransmissionLines\Gila_WeltonMohawk.I_8.Rebuild.2017\Drawings\DesignDrawings\Civil\43_123_n_2200.dwg Last Saved By: Perry, Bronson on 11/2/2017 3:59 PM Last Saved By: Perry, Bronson on 11/2/2017 3:59 PMPerry, Bronson on 11/2/2017 3:59 PM on 11/2/2017 3:59 PM11/2/2017 3:59 PM

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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HEADQUARTERS - LAKEWOOD, COLORADO

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TRANSMISSION LINE STRUCTURE

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123N STEEL POLE STRUCTURES

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OUTLINE AND DESIGN LOADS

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B.E. PERRY

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CHARLES GARCIA

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CIVIL ENGINEERING MANAGER

AutoCAD SHX Text NOTES LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD FACTORS. WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL SPANS. STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR THE SIMULTANEOUS APPLICATION OF DEAD LOAD, WIND ON THE STRUCTURE, AND WIRE LOADS FOR EACH LOADING CASE. STRUCTURE DESIGN SHALL ACCOUNT FOR TRANSVERSE WIRE AND WIND LOADS BEING APPLIED IN EACH DIRECTION; I.E., LEFT OR RIGHT. STRUCTURE SHALL BE DESIGNED SELF SUPPORTING; GUYS ARE NOT PERMITTED. WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED ON A SHAPE FACTOR OF 1.0 FOR CIRCULAR SECTIONS. FOR SECTIONS OTHER THAN CIRCULAR, MULTIPLY THE PRESSURES BY THE FOLLOWING SHAPE FACTORS: ELLIPTICAL=1.2 (MAJOR AXIS) 0.9 (MINOR AXIS) 12-SIDED=1.1 8-SIDED=1.4 6-SIDED=1.4 4-SIDED=2.0 DESIGN LOADS ARE BASED ON 397.5 KCM ACSR 26/7 "IBIS" CONDUCTOR AND TWO 1/2"o, 7-STRAND, HIGH-STRENGTH STEEL OVERHEAD GROUND WIRES OR 0.513"o, 48-FIBER, FIBER OPTIC GROUND WIRES. SUM OF ADJACENT SPANS 2500 FT 2500 FT LOW POINT DISTANCE 3600 FT 3600 FT LINE ANGLE 0-90g 0-90g NESC LIGHT: 0" RADIAL ICE, 9 PSF WIND AT 30gF. 0" RADIAL ICE, 9 PSF WIND AT 30gF. RULING SPAN 900 FT 900 FT TENSIONS: CONDUCTOR 4350 LB CONDUCTOR 4350 LB 4350 LB OGW 3450 LB 3450 LB HIGH WIND: 100 MPH 3-SECOND GUST AT 60gF IN 100 MPH 3-SECOND GUST AT 60gF IN ACCORDANCE WITH NESC C2-2012. TENSIONS: CONDUCTOR 5500 LB CONDUCTOR 5500 LB 5500 LB OGW 4150 LB 4150 LB WIND ON WIRES 28 PSF 28 PSF "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE DESIGNATIONS LISTED IN SPECIFICATIONS. CONTRACTOR SHALL DETERMINE EMBEDMENT DEPTH "E" BASED ON CRITERIA IN SPECIFICATIONS. MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED STRUCTURES SHALL BE MAXIMUM POLE BASE DIAMETER PLUS 1 FOOT.

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1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14.

AutoCAD SHX Text CASE C-NESC LIGHT DEADEND 90g LINE ANGLE WIND ON STRUCTURE = 22.5 PSF DEAD LOAD OF STRUCTURE x 1.5

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AutoCAD SHX Text CASE D-HIGH WIND DEADEND 90g LINE ANGLE WIND ON STRUCTURE = 32 PSF DEAD LOAD OF STRUCTURE x 1.1

AutoCAD SHX Text November 2, 2017

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AutoCAD SHX Text 4.3 denton

FIO

F O

R M

A T

O N

L Y

Existing Installation

-40+00 -30+00 -20+00 -10+00 0+00 10+00

P I

°5

F E

N C

E X

L A

-N G

-K V

A P

T .G

M L

A S

U B

S T

A T

NEW CONDUCTOR AND OGW

T.GLA.WML TO 0/3

B L

D G

O F

-4

G O

F F

-2

E X

T /G

R A

O A

D X

.R .R

R O

A D

-5

(B P

E W

S T

R U

C T

P G

W S

C E

E N

S U

0- H

S W

T P

H A

W T

P H

A S

E B

A N

EXISTING 20-INCH MARKER BALLS

LEFT OGW (LOOKING AH)

SEC 1 T9S R22W

YUMA COUNTY

SEC 36 T8S R22W

SEC 1 T9S R22W

F E

N C

E X

A -N

G A

E X

D G

GILA

SUBSTATION

EC 36

T 8S

EC 1

T9S R

D G

N C

E X

O A

D X

.P .R

N C

E X

A -N

G A

L T

E X

T /G

R A

V E

L R

A B

Y B

D E

L L

O A

D X

.P .R

B S

T A

PI 0+00.00

0°00'00"

PI 2+47.23

72°59'34"

T.GLA.WML 0/3 0/4

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

HEADQUARTERS- LAKEWOOD, COLORADO

D E

N R

E F.

CENTERLINE

APPROVED DESIGNED

ELECTRICAL ENGINEERING MANAGER

CODY NEYENS

LT 20 FT PROFILE LINE

RT 20 FT PROFILE LINE

GLA-WML

RIGHT OF WAY 100 FT

ARIZONA

STEVE ROCK

161-KV TRANSMISSION LINE

PLAN AND PROFILE

1" = 200' HORIZONTAL

1" = 40' VERTICAL

SCALE:

200' 0' 100'

40' 0' 20'

GILA TO WELLTON-MOHAWK-LIGURTA

JULY 24, 2017

247 T.GLA.WML 0/3 2000 1000

612 0/3 0/8 4300 2300

RULING

SPAN

STRUCTURE NUMBER "IBIS" CONDUCTOR

NESC TMAX

OGW NESC

TMAX FROM TO

C B A

LOOKING AHEAD

PHASING

T.GLA.WML

B C

LOOKING AHEAD

0/3

PHASING

STR NO.

PHASING

A B C

LOOKING AHEAD

0/4 - 6/7

STR NO.

OPGW + OGW AH

2 OGW BK

OGW OGW OGW OPGW

N/A

OPGW NESC

TMAX

A 1-9-18

A7-CN

REVISED FOR I-8 CROSSING PROJECT (FOR CONSTRUCTION).

(EAST)

SUPERSEDES DWG. NO. GLA-WMS 4000 (IN PART)

NEW OPGW 0/3 TO T.WML.GLA

REPLACE STRUCTURE NUMBERS

NESC LIGHT LOADING

CONDUCTOR - 397.5 KCMIL 26/7 ACSR "IBIS"

CURVE SHOWN AT 176° FINAL CONDITION

OGW - 3/8 INCH 7-STRAND HS STEEL

CURVE SHOWN AT 0° F INTIAL CONDITION

OPGW - AC-59-513 (48 FIBER)

CURVE SHOWN AT 0° F INTIAL CONDITION

GROUND CLEARANCE = 22 FT. MINIMUM

MAXIMUM DESIGN OPERATING TEMP. = 176°F

LIDAR SURVEY: DATED 05/2013

IMAGERY: DATED 05/2013

PLS-CADD ANALYSIS V 14.40

G L

A -W

M L

N G

E R

\P L

S L

A R

A N

D S

T R

U C

T U

R E

M O

D E

L S

\N E

R C

T U

S \D

S W

W E

L L

T O

N M

O H

A W

K L

R T

A .2

L S

C A

D D

\G L

A -W

M L

O D

E L

\X Y

Z \.X

T L

E D

I-

R E

B U

W O

O D

P O

L E

M O

D E

L S

A -W

M L

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED RT AH AND OFFSET RT OF C/L

(-) NEG SIGN LT AH AND OFFSET LT OF C/L

COORDINATES AND BEARINGS ARE BASED ON THE

ARIZONA STATE PLANE COORDINATE SYSTEM,

WEST ZONE, NAD83 DATUM.

UNITS ARE US SURVEY FEET.

STRUCTURE T.GLA.WML TO STRUCTURE 0/4

Existing Installation

-20+00 -10+00 0+00 10+00

S T

A T

E Q

U A

N -0

A C

K S

T A

N E

Q U

A T

-6

A H

E A

°5

S U

B S

T A

G O

F F

-2

M L

S T

-6 +6

P I

°3

F E

B S

T A

R O

U N

D M

E X

L A

-N

A P

N -5

5( B

N E

W S

T R

U C

T U

-3

NEW CONDUCTOR AND OGW

T.GLA.WML TO 0/3

P I

-5 °3

D -7

0( B

N E

W S

T R

U C

T U

B L

D G

O F

-4

G O

F F

-2

E X

T /G

R A

O A

D X

.R .R

O A

D X

.R .R

-5

(B P

T A

O P

G W

S P

E E

N C

0- H

S W

T P

H A

W T

P H

A S

E B

A N

EXISTING 20-INCH MARKER BALLS

LEFT OGW (LOOKING AH)

T8 S

S R

T /G

R A

T /G

R A

E W

D G

R22W

B L

D G

/G R

A V

E X

L A

-N G

E X

P S

N C

O N

T8 S

E X

-N G

E X

N C

F-G

LA 1

-K

EC 36

T 8S

EC 1

T9S R

D G

N C

E X

O A

D X

.P .R

N C

L T

E X

T /G

R A

V E

L R

A B

Y B

D E

L L

O A

D X

.P .R

B S

T A

KOF-G

LA 161-K

PI -6+68.99

0°00'00"

PI -3+81.80

-76°57'51" PI 0+89.97

42°39'43"

T.GLA.WML 116/6 116/5 0/3 0/4

116/3

116/4

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

HEADQUARTERS- LAKEWOOD, COLORADO

D E

N R

E F.

CENTERLINE

APPROVED DESIGNED

ELECTRICAL…

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