21._Attachment_B_Project_Drawings.pdf

Attachment B

Goshen Substation – Project Drawings 07/16/15

DE-SOL-0008502

GOSHEN COUNTY SUBSTATION

STAGE 01

WYOMING

SECTION C

DESCRIPTION/SPECIFICATIONS

Spec. No. 832

PROJECT DRAWINGS

A. GENERAL:

CONSTRUCTION STANDARD DRAWINGS: A complete set of standard drawings are available at http://www.wapa.gov/business/buys.htm. 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.

B. LIST OF DRAWINGS:

LOCATION MAP:

1. GOS 0015 – Location and Vicinity Map

TOPOGRAPHY:

2. GOS 0016 – Topography

ELECTRICAL:

3. GOS 0001 – Switching Diagram

4. GOS 0010 – Plot Plan

5. GOS 1000 Rev. A – Arrangement Plan

6. GOS 1010 – 230KV Area Plan

7. GOS 1011 Rev. A – 115KV Bays Y5 and Y8, XFMR KY1A and 34.5KV Area Plan

8. GOS 1012 Rev. A – XFMR KV1A and 115KV Bays Y6 and Y7 Area Plan

9. GOS 1100 – Equipment and Material Index

10. GOS 1110 – 230KV Area Sections A-A and B-B

11. GOS 1111 – 230KV Area Sections C-C and D-D

12. GOS 1112 Rev. A – 230KV Area Sections E-E and F-F

13. GOS 1113 – 230KV Area Section G-G and Detail A

14. GOS 1114 – 230KV Area Section H-H

15. GOS 1115 Rev. A – XFMR KV1A Area Section I-I

16. GOS 1116 – XFMR KV1A Area Sections J-J and K-K

17. GOS 1117 Rev. A – XFMR KV1A Area Section L-L

18. GOS 1118 – 115KV Area Section M-M

19. GOS 1119 – 115KV Area Section N-N

20. GOS 1120 – 115KV Area Section O-O

21. GOS 1121 – 115KV Area Section P-P and Detail A

22. GOS 1122 Rev. A – XFMR KY1A Area Section Q-Q

23. GOS 1123 – XFMR KY1A Area Sections R-R and S-S

24. GOS 1124 Rev. A – XFMR KY1A and 34.5KV Area Section T-T

25. GOS 1125 – 34.5KV Area Section U-U

26. GOS 1500 – Grounding Plan

27. GOS 1510 – 230KV Area Grounding Plan

28. GOS 1511 Rev. A – 115KV Bays Y5 and Y8, XFMR KY1A and 34.5KV Grounding Plan

29. GOS 1512 Rev. A – XFMR KV1A and 115KV Bays Y6 and Y7 Grounding Plan

30. GOS 1600 – Station Service Wiring Diagram

31. GOS 1601 Rev. A – Station Service Distribution Panel DWA Wiring Diagram

32. GOS 1710 Rev. A – 230KV Area Conduit Plan

33. GOS 1711 Rev. A – 115KV Bays Y5 and Y8, XFMR KY1A and 34.5KV Conduit Plan

34. GOS 1712 Rev. A – XFMR KV1A and 115KV Bays Y6 and Y7 Conduit Plan

FOUNDATION AND STRUCTURAL DRAWING INDEX:

35. GOS 2000 Rev. A – Foundation/Structural Data and Drawings Index

PROJECT DRAWINGS

SITEWORK:

36. GOS 2050 Rev. A – Site Plan

37. GOS 2051 Rev. A – Grading Plan

38. GOS 2052 Rev. A – Sections & Details (Sheet 1 of 2)

39. GOS 2053 Rev. A – Sections & Details (Sheet 2 of 2)

40. GOS 2054 Rev. A – Oil Detention Basin Plans

41. GOS 2055 Rev. A – Oil Detention Basin Sections and Details

CONCRETE:

42. GOS 2200 Rev. A – Foundation General Plan

43. GOS 2201 – Foundation Plan 230kV Area

44. GOS 2202 Rev. A – Foundation Plan 230kV Area

45. GOS 2203 Rev. A – Foundation Plan 34.5kV And 115KV Areas

46. GOS 2300 – Foundations Outline & Reinforcement

47. GOS 2301 – Foundations Outline & Reinforcement

48. GOS 2302 – Foundations Outline & Reinforcement

49. GOS 2303 – Foundations Outline & Reinforcement

50. GOS 2304 Rev. A – Foundations Outline & Reinforcement

51. GOS 2305 Rev. A – Foundations Outline & Reinforcement

52. GOS 2306 – Bridge Over Pipeline Plan & Section

53. GOS 2500 – Type “C” Cable Trench Plan and Sections

SUBSTATION STEEL:

54. GOS 2550 – Anchor Bolts

55. GOS 2600 – 230KV Take-Off Structure Type I General Plan and Elevations

56. GOS 2601 – 230KV Take-Off Structure Type I Assemblies and Connections

57. GOS 2602 – 115KV Take-Off Structure Type I General Plan and Elevations

58. GOS 2603 – 115KV Take-Off Structure Type I Assemblies and Connections

59. GOS 2604 – 34.5KV Switch and Take-Off Structure Plan and Elevations

60. GOS 2605 – 34.5KV Switch and Take-Off Structure Assemblies and Connections

61. GOS 2606 – 34.5KV Switch and Take-Off Structure Assemblies and Connections

62. GOS 2607 – Switch Supports

63. GOS 2608 – Bus Frames

64. GOS 2609 – Bus Poles

65. GOS 2610 – Tee Poles

66. GOS 2611 – Equipment Supports

67. GOS 2612 – Equipment Support Type III

68. GOS 2613 – Bus Support

69. GOS 2614 – Equipment and Bus Support Type I

70. GOS 2615 – Transformer Support Type I

71. GOS 2616 – 50 Ft. Ground Mast Type I

72. GOS 2617 – 60 Ft. Ground Mast Type I

73. GOS 2925 – Equipment Cabinet Platforms Steel Design and Details

74. GOS 2926 – Switch Operating Platforms Steel Design and Details

STRINGING:

75. GOS 2900 – Stringing Requirements

COMMUNICATION TOWER:

76. GOS 2875 – 80’ Self-Supporting Tower, Tower Layout

77. GOS 2876 – 80 Foot 3 Leg Tower Outline and Details

78. GOS 2883 – 80 Foot 3 Leg Pipe Mount

79. GOS 2884 – 80 Foot 3 Leg Foundation Layout

80. GOS 2885 – 80 Foot 3 Leg Auger Type Foundation

81. GOS 2886 – 80 Foot 3 Leg Bridge Channel Support

SERVICE BUILDING:

82. GOS T600-1 – Control Cable List (Sheet 1 of 2)

83. GOS T600-2 – Control Cable List (Sheet 2 of 2)

84. GOS 4000 – Service Building Arrangement, Conduit & Grounding Plan

85. GOS 3000 – Architectural Floor Plan

86. GOS 3001 – Architectural Reflected Ceiling Plan

87. GOS 3002 – Architectural Exterior Elevations

88. GOS 3003 – Architectural Building Sections

89. GOS 3004 – Architectural Detailed Sections

90. GOS 3005 – Architectural Detailed Sections

91. GOS 3006 – Architectural Mechanical Mounting Details

92. GOS 3007 – Architectural Doors, Door Details & Door Schedule

93. GOS 3200 – General Structural Notes, Abbreviations & Reference Drawings

94. GOS 3201 – Structural Foundation Plan

95. GOS 3202 – Structural Foundation Sections and Details

96. GOS 3203-1 – Structural Cable Entry Details (Sheet 1 of 2)

97. GOS 3203-2 – Structural Cable Entry Details (Sheet 2 of 2)

98. GOS 3204 – Structural Roof Framing Plan

99. GOS 3205 – Structural Typical Wood-Framed Wall

100. GOS 3206 – Structural Equipment Mounting Details

101. GOS 3300 – Mechanical HVAC Floor Plan

102. GOS 3301 – Mechanical HVAC Upper Plan

103. GOS 3302 – Mechanical Control Room Schedules

104. GOS 3303 – Mechanical Battery Room Schedule

105. GOS 3304 – Mechanical Battery Room Crane Schedule

106. GOS 3400 – Electrical Power Plan

107. GOS 3401 – Electrical Luminaire & Egress Marking Plan

108. GOS 3402 – Electrical Door Alarms

109. GOS 3403 – Electrical Panelboards DHA, DHB

110. GOS 3404 – Electrical Wiring Devices Schematic

111. GOS 3405 – Electrical Luminaire & Equipment Schedules

112. GOS 6000 – DC Distribution Panel BHA Wiring Diagram

TRANSMISSION LINE STEEL POLE STRUCTURES:

113. DJ-SG 2100 – Type 267N Steel Pole Structures Foundations

114. 43-267N 2200 Rev. A – Type 267N Pole Structures Outline and Design Loads

115. 43 2206 Rev. H – Maintenance Provisions – Outlines

116. 43 2210 Rev. H – Maintenance Provisions – Details

117. 43 2216 Rev. A – Maintenance Provisions – Permanent Fall Protection – Details

118. 41 9027 Rev. E – Steel Pole Structures – Aerial Patrol Mile Marker and Number Signs

TRANSMISSION LINE WOOD POLE STRUCTURES:

119. 41 6115 Rev. B – Type SS-1 69KV and 115KV Tangent Suspension Structure

120. 41 6116 Rev. B – Type ST-1 and LST-1 69KV and 115KV Tangent and Angle Tension Structures

EXISTING TRANSMISSION LINE STRUCTURES (FOR REMOVAL):

121. 43 25X 2200 – Type 25X Tower 60 Ft and 80 Ft Bodies

122. 43 25X 2201 Rev. A – Type 25X Tower 60 Ft Body Leg Extensions and Stub Angle

PLAN AND PROFILES:

123. DJ-SG 4115 Rev. B EI – Glenrock – Stegall 230KV Transmission Line Sta. 5740+00 to Sta. 5790+00 (Existing Installation)

124. DJ-SG 4115 Rev. C – Glenrock – Stegall 230KV Transmission Line Sta. 5740+00 to Sta. 5790+00

125. DJ-SG 4116 Rev. B EI – Glenrock – Stegall 230KV Transmission Line Sta. 5790+00 to Sta. 5840+00

126. DJ-SG 4116 Rev. C – Glenrock – Stegall 230KV Transmission Line Sta. 5790+00 to Sta. 5840+00

127. DJ-SG 4135 – Dave Johnston – Stegall 230KV Transmission Line P & P Str. 108/5 to Str. 109/2

128. TO-WLC 4016 EI – Torrington-Wildcat 69KV Transmission Line P & P Sta. 1459+00 to Sta. 1514+00

129. TO-WLC 4016 Rev A. – Torrington-Wildcat 69KV Transmission Line P & P Sta. 1459+00 to Sta. 1514+00

130. TO-WLC 4017 EI – Torrington-Wildcat 69kV Transmission Line P & P Sta. 1504+00 to Sta. 1559+00

131. TO-WLC 4017 Rev. A – Torrington-Wildcat 69KV Transmission Line Sta. 1504+00 to Sta. 1559+00

132. GOS 0880 – Approach Spans Plan and Profile Str. 13/10 to Str. 13/15

TRANSMISSION LINE ELECTRICAL:

133. TO-WLC 1000 Rev. A – Torrington-Wildcat 69KV Transmission Line Material Quantities

134. TO-WLC 1001 Rev. A – Torrington-Wildcat 69KV Transmission Line Vibration Dampers

135. DJ-SG 1003 – Dave Johnston-Stegall 230KV Transmission Line Material Quantities

136. DJ-SG 1004 – Dave Johnston-Stegall 230KV Transmission Line Vibration Dampers

GEOLOGY:

137. GOS 8000 – Bore Hole Plan

138. GOS 8001 – Graphics Key and Soil Description Key

139. GOS 8002 – Boring Holes BH-1 and BH-2

140. GOS 8003 – Boring Holes BH-3 and BH-4

141. GOS 8004 – Boring Holes BH-5 and BH-6

142. GOS 8005 – Boring Holes BH-7 and BH-8

143. GOS 8006 – Boring Holes BH-9 and BH-10

EXISTING INSTALLATION

5780+00 5790+00 5800+00 5810+00

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PI 5792+87.55

0°00'00"

PI 5798+45.24

-77°46'10"

108/5

109/1 A

GOS DJ TOS

109/1 B

109/2

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

LS

CENTERLINES

1 IN. = 200 FT. HORIZ.

1 IN. = 40 FT. VERT.

SCALES AT FULL-SIZE:

APPROVED DESIGNED

ROSS CLARK

ELECTRICAL ENGINEERING MANAGER

ALLEN TURNER

R-O-W EDGE

R-O-W EDGE

FORMER C/L,

STRUCTURE

NOVEMBER 18, 2014 4135

SUPERSEDES DWGS DJ-SG 4115 AND DJ-SG 4116 IN PART

PHASING

GOS DJ TOS

C B A

LOOK. AH (EAST)

PHASING

STR. NO. 108/5

LOOKING AH

PHASING

A B C

STR. NO. 109/1 A

B A C

PHASING

GOS SG TOS

A B C

LOOK. BK (EAST)

PHASING

A B C

STR. NO. 109/1 B

PHASING

STR. NO. 109/2

LOOKING AH

B A C

DJ-SG

DAVE JOHNSTON-STEGALL

230-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOSHEN COUNTY,WY

T. 24 N, R. 60 W SEC. 28

TORRINGTON 6 MI

MORRILL, NE 9 MI

NESC INIT 7250 (LBS)

NESC INIT 15500 (LBS)

NESC INIT 1500 (LBS)

NESC INIT 1500 (LBS)

NESC INIT 3000 (LBS)

NESC INIT 3000 (LBS)

NESC INIT 3000 (LBS)

NESC INIT 1500 (LBS)

NESC INIT 3000 (LBS)

NESC INIT 3000 (LBS)

NESC INIT 3000 (LBS)

NESC INIT 7000 (LBS)

NESC INIT 15200 (LBS)

NESC INIT 15200 (LBS)

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GOSHEN

COUNTY

SUBSTATION

PI 5802+75.56

-93°44’57"

STA. 5778+50 TO STA. 5815+30

STR. 108/5 TO STR. 109/2

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PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH (-) NEG. SIGN: LT AH

GREY LINEWORK AND "EX-" DESIGNATES REMOVAL

COORDINATES AND BEARINGS ARE BASED

ON THE WYOMING STATE PLANE COORDINATE

SYSTEM, EAST ZONE, NAD83 DATUM.

UNITS ARE US SURVEY FEET.

NESC HEAVY LOADING

COND. - 1272 KCMIL, 45 / 7 "BITTERN" ACSR

CURVE SHOWN AT 176 °F, FINAL COND`S .

OGW - 1/2 INCH, 7 STRAND HS STEEL

CURVE SHOWN AT -40 °F, INITIAL COND`S.

MAXIMUM DESIGN OPERATING TEMP. = 176 °F

GROUND CLEARANCE = 24 FT. MINIMUM

STRUCTURE SPOTTING BY PLS-CADD V13.14

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« BOL » - 109/1 A, 1_2-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 3405 (LBS)

« BOL » - 109/1 A, BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 5445 (LBS)

109/1 A - GOS DJ TOS, 1500_1_2-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 707 (LBS) 109/1 A - GOS DJ TOS, 1500_1_2-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 665 (LBS)

109/1 A - GOS DJ TOS, 3KPS_BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 743 (LBS)

109/1 A - GOS DJ TOS, 3KPS_BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 768 (LBS)

109/1 A - GOS DJ TOS, 3KPS_BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 792 (LBS)

GOS SG TOS - 109/1 B, 1500_1_2-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 557 (LBS)

GOS SG TOS - 109/1 B, 3KPS_BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 967 (LBS)

GOS SG TOS - 109/1 B, 3KPS_BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 939 (LBS)

GOS SG TOS - 109/1 B, 3KPS_BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 908 (LBS)

109/1 B - 109/2, 1_2-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 4618 (LBS)

109/1 B - 109/2, BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 4696 (LBS)

109/1 B - 109/2, BITTERN_ACSR.WIR, DISPLAYED 176F MAX SAG 4734 (LBS)

aturner Text Box

1510+00 1520+00 1530+00

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13/11-13/12

118 FT.

34.5-KV

SHOE-FLY

PHASES ONLY

(PROFILE

NOT SHOWN)

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DJ-SG 230-KV

NO OGW

THIS SPAN

PI 1512+67.11

82°20'25"

PI 1522+62.98

97°32'24"

PI 1534+15.59

0°00'00"

13/10 13/11 GOS WLC TOS GOS TO TOS 13/12 13/13 13/14 13/15

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

CENTERLINES

1 IN. = 200 FT. HORIZ.

1 IN. = 40 FT. VERT.

SCALES AT FULL-SIZE:

APPROVED DESIGNED

ROSS CLARK

ELECTRICAL ENGINEERING MANAGER

ALLEN TURNER

R-O-W EDGE

R-O-W EDGE

FORMER C/L,

STRUCTURE

NOVEMBER 18, 2014 0880

SUPERSEDES DWGS TO-WLC 4016 AND TO-WLC 4017 IN PART

PHASING

GOS WLC TOS

LOOK. AH (NORTH)

PHASING

A B C

STR. NO. 13/11

PHASING

GOS TO TOS

A B C

LOOK. BK (NORTH)

PHASING

A B

C

STR. NO. 13/10

LOOKING AH

PHASING

A B C

STR. NO. 13/12

A B C

GOSHEN COUNTY SUBSTATION

APPROACH SPANS *

WYOMING

PLAN & PROFILE

GOS

GOS-WLC 69-KV TRANSMISSION LINE *OPERATED AT 34.5-KV GOS-TO 69-KV TRANSMISSION LINE *OPERATED AT 34.5-KV

GOSHEN COUNTY,WY

T. 24 N, R. 60 W SEC. 28

NESC INIT 2700 (LBS)

NESC INIT 5330 (LBS)

NESC INIT 2000 (LBS)

NESC INIT 3000 (LBS)

NESC INIT 2000 (LBS)

NESC INIT 4000 (LBS)

NESC INIT 5330 (LBS)

NESC INIT 2380 (LBS)

GOSHEN

COUNTY

SUBSTATION

* SEE TOP LINE OF PROFILE

FOR OPERATING FIDS

STA. 1505+50 TO STA. 1535+50

STR. 13/10 TO STR. 13/15

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PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH (-) NEG. SIGN: LT AH

GREY LINEWORK AND "EX-" DESIGNATES REMOVAL

COORDINATES AND BEARINGS ARE BASED

ON THE WYOMING STATE PLANE COORDINATE

SYSTEM, EAST ZONE, NAD83 DATUM.

UNITS ARE US SURVEY FEET.

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NESC HEAVY LOADING

COND. - 477 KCMIL, 26 / 7 "HAWK" ACSR

CURVE SHOWN AT 176 °F, FINAL COND`S .

OGW - 3/8 INCH, 7 STRAND HS STEEL

CURVE SHOWN AT -40 °F, INITIAL COND`S.

MAXIMUM DESIGN OPERATING TEMP. = 176 °F

GROUND CLEARANCE = 21 FT. MINIMUM

STRUCTURE SPOTTING BY PLS-CADD V13.14

13/10 - 13/11, 3_8-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 1238 (LBS)

13/10 - 13/11, HAWK_ACSR.WIR, DISPLAYED 176F MAX SAG 1342 (LBS)

13/11 - GOS WLC TOS, 2000_1_2-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 759 (LBS)

13/11 - GOS WLC TOS, 3KPS_HAWK_ACSR.WIR, DISPLAYED 176F MAX SAG 823 (LBS)

GOS TO TOS - 13/12, 2000_1_2-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 743 (LBS)

GOS TO TOS - 13/12, 4KPS_HAWK_ACSR.WIR, DISPLAYED 176F MAX SAG 1037 (LBS)

13/12 - 13/15, HAWK_ACSR.WIR, DISPLAYED 176F MAX SAG 1330 (LBS)

13/13 - 13/15, 3_8-7_STRAND_HS_STEEL.WIR, DISPLAYED -40F INITIAL 868 (LBS)