21. Attachment B Project Drawings.pdf

I

Attachment B – Project Drawings

ARCHER SUBSTATION BREAKER

1862 AND 1962 REPLACEMENT

DATED 05/14/2020

895032-20B-WA000030

PROJECT DRAWINGS

ARCHER SUBSTATION

BREAKER 1862 AND 1962 REPLACEMENT

STATE

SECTION C

DESCRIPTION/SPECIFICATIONS

Spec. No. 978

WYOMING

BREAKER 1862 AND 1962 REPLACEMENT

GENERAL:

CONSTRUCTION DRAWINGS: 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 construction or project drawings or text, the details of construction or project drawings or text shall govern. A complete set of standard drawings are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx.

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 MAPS:

1. ARH 0015 Rev. D – Location and Vicinity Map

ELECTRICAL:

2. ARH 0001-1 Rev. A EI – Switching Diagram (Sheet 1 of 2) (Existing Installation)

3. ARH 0001-1 Rev. B – Switching Diagram (Sheet 1 of 2)

4. ARH 0001-2 Rev. A EI – Switching Diagram Tables (Sheet 2 of 2) (Existing Installation)

5. ARH 0001-2 Rev. B – Switching Diagram Tables (Sheet 2 of 2)

6. ARH 1000 Rev. L EI – General Arrangement Plan (Existing Installation)

7. ARH 1000 Rev. M – General Arrangement Plan

8. ARH 1017 Rev. H EI – Transformer KV1A Area Plan (Existing Installation)

9. ARH 1017 Rev. I – Transformer KV1A Area Plan

10. ARH 1019 Rev. I EI – Transformer KV1A Area Sections (Existing Installation)

11. ARH 1019 Rev. J – Transformer KV1A Area Sections

12. ARH 1025 Rev. D EI – 115KV Bays Y3, Y4 & Y9 Plan (Existing Installation)

13. ARH 1025 Rev. E – 115KV Bays Y3, Y4 & Y9 Plan

14. ARH 1102 Rev. G – Equipment and Material Index

15. ARH 1112 Rev. B EI – 115KV Bay Y3 Section A-A (Existing Installation)

16. ARH 1112 Rev. C – 115KV Bay Y3 Section A-A

17. ARH 1113 Rev. B EI – 115KV Bay Y4 Section B-B (Existing Installation)

18. ARH 1113 Rev. C – 115KV Bay Y4 Section B-B

19. ARH 1511 Rev. C EI – 115KV Bays Y3, Y4 & Y9 Grounding Plan (Existing Installation)

20. ARH 1511 Rev. D – 115KV Bays Y3, Y4 & Y9 Grounding Plan

21. ARH 1516 Rev. B FIO – Transformer KV1A Area Grounding Plan (For Information Only)

22. ARH 1611 Rev. G EI – Station Service Panel DW3A 115KV Yard Wiring Diagram (Existing Installation)

23. ARH 1611 Rev. H – Station Service Panel DW3A 115KV Yard Wiring Diagram

24. ARH 1700 FIO – Conduit Plan (For Information Only)

25. ARH 1711 EI – 115KV Bays Y3, Y4 & Y9 Conduit and Buried Cable Plan (Existing Installation)

26. ARH 1711 Rev. A – 115KV Bays Y3, Y4 & Y9 Conduit and Buried Cable Plan

27. ARH 1716 Rev. C FIO – Transformer KV1A Area Conduit and Buried Cable Plan (For Information Only)

28. ARH 7200 Rev. D FIO – Communication Site Plan and Layout (For Information Only)

CIVIL & SITE DRAWINGS:

29. ARH 2000 Rev. B FIO – Grading and Plot Plan (For Information Only)

FOUNDATION AND STRUCTURAL DRAWING INDEX:

30. ARH 2072-1 Rev. E – Foundation/Structural Data and Drawings Index (Sheet 1 of 2)

CONCRETE:

31. ARH 2001 Rev. J EI – Foundation General Plan (Existing Installation)

32. ARH 2001 Rev. K – Foundation General Plan

33. ARH 2002-1 Rev. B FIO – Foundation Plan Transformer/Reactor Area (Sheet 1 of 3) (For Information Only)

34. ARH 2003-1 EI – Foundation Plan 115kV Area (Sheet 1 of 2) (Existing Installation)

35. ARH 2003-1 Rev. A – Foundation Plan 115kV Area (Sheet 1 of 2)

36. ARH 2026 Rev. E – Foundations Outline & Reinforcement

37. ARH 2303 Rev. C – Foundations Outline & Reinforcement https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx

BREAKER 1862 AND 1962 REPLACEMENT

38. ARH 2550 Rev. C – Anchor Bolts

STEEL STRUCTURES:

39. ARH 2047 Rev. C – Steel Structures 15kV Fuse & Bus Support

40. ARH 2926 Rev. B – Equipment Cabinet Platforms Steel Design and Details

41. ARH 2927 – Switch Operating Platforms Steel Design and Details

CONTROLS:

42. ARH 4000-1 Rev. D FIO – Service Building Layout and Grounding (Sheet 1 of 2) (For Information Only)

43. ARH T600 – Control Cable List

GEOLOGY:

44. ARH 8000 Rev. A FIO – Logs of Exploration (For Information Only)

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FOR INFORMATION ONLY

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DESIGNED

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APPROVED

UNITED STATES DEPARTMENT OF ENERGY

WESTERN AREA POWER ADMINISTRATION

CIVIL ENGINEERING MANAGER

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

ARCHER SUBSTATION

WYOMING

ANCHOR BOLTS

MARK WASINGER DOUG HANSON

MAY 29, 2013 ARH 2550L:\\02-Pr ojects In

Progress \\02-Draf ting Proje cts\\LV_R ader\\190

6ARH-SR

AH\\arh_ 2550c.dw g Last Sa ved By: R ader, Sus an (CON

TR) on 6 /18/2019

2:59 PM

{\C1;ANCHOR BOLT \H0.625x;\C7;TYPE I}

{\C0;ASTM F 1554 GRADE 36}

\C0;HEAVY HEX NUT (TYP)

\C0;STANDARD WASHER

{\C0;HEAVY HEX HEAD}

\A1;THREAD LENGTH

Do OF

THREADS

ANCHOR BOLTS TYPE I

{\C2;MARK NO.} {\C256;DIA

(D)} {\C256;LENGTH (L)} {\C256;THREAD (T)}

2550-A \A1;1 3/4" 4'-5" 10"

2550-C 3'-1" 7"

2550-D 1" 2'-2" 5"

{\C1;ANCHOR BOLT \H0.625x;\C7;TYPE II}

{\C0;ASTM F 1554 GRADE 36}

\C0;HEAVY HEX NUT (TYP)

\C0;STANDARD WASHER

{\C0;HEAVY HEX HEAD}

\A1;THREAD LENGTH

Do OF

THREADS

ANCHOR BOLTS TYPE II

{\C2;MARK NO.} {\C256;DIA

(D)} {\C256;LENGTH (L)} {\C256;THREAD (T)}

2550-B \A1;1 1/8" 18"4"

C 6-6-19

J5-AH AS-BUILT.B 8-8-16

A7-CD ADDED ANCHOR BOLT TYPE I 2550-D.A 12-3-15

A7-CD

REVISED FOR KV2A XFMR REPLACEMENT

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\A1;1 3/16"\

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(6) 3/8"o HOLES @ 1", NS & FS FOR 5/16"o BOLT{\Fsp90;MK PL1}\A1;1"\A1;1"3/16

DETAIL B

{\C1;GROUNDING CONNECTION 1}

{\C1;GROUNDING CONNECTION 2}

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DETAIL A

\A ;2

\A1;2 '-0"

\A 1;

4' -0

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GAP

\A1;3'-0" \A1;3'-0" \A1;6'-0"

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GAP

\A1 ;9"

MK PL1\A

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MK T2 1

MK C2

MK PL2

MK PL3

SIM DETAIL A

TYP MK B4

MK B5

MK T3

MK T3

DETAIL B

MK T2

SECTION C-C

SECTION C-C SIM

\A 1;

4' -0

\A1;4'-0" \A1;8'-0"

\A1;4'-0"\A1;1'-0 3/16"\A ;2

\A 1;

2' -0

MK B5 MK B5

MK C3

\A1;c EQUIPMENT CABINET

GROUNDING CONNECTION 2MK B

MK B

4 MK B2

MK B3MK B

MK B6\A1;7'-11 1/2"

MK C2

MK A

1MK T2

MK PL1

MK C2

MK T2MK C3

MK PL1

MK B2

TYP

TYP

MK B3

MK B6MK T3MK T3

\A1;2" \A

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-0

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\A1;3'-0"

\A1;1'-0 3/16"\A ;2

\A 1;

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MK B5 MK B5

MK C5

\A1;c EQUIPMENT CABINET

MK B10MK B

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MK B10MK B7

MK B9\A1;5'-11 1/2"

MK C4 MK PL1\A

;9

\A

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\A ;9

MK PL1

MK T2 1

MK C4

MK PL2

MK PL3

SIM DETAIL A

TYP MK B7

MK B5

MK T3

MK T3

DETAIL B

MK T2

SECTION E-E

SECTION E-E SIM

MK A2

MK T2

MK PL1

MK C4

MK T2MK C5

MK PL1

MK B8

TYP

TYP

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MK B9MK T3MK T3

GROUNDING CONNECTION 2

BILL OF MATERIAL

EQUIPMENT CABINET PLATFORM - TYPE IIA

MARK NO. DESCRIPTION LENGTH NO. REQUIRED

FR2 FRAME

T2 HSS 2 1/2x2 1/2x3/16 1'-4 1/8" 4

T3 HSS 2x2x1/4 0'-7" 4

A1 L 2x2x1/4 7'-11" 4

B2 L 2 1/2x2x1/4 3'-11" 1

B3 L 3x3x1/4 8'-0" 2

B4 L 2 1/2x2x1/4 4'-0" 2

B5 L 2 1/2x2x1/4 1'-0 3/16" 2

B6 L 2 1/2x2x1/4 7'-11 1/2" 2

PL1 PL 6x6x1/4 4

PL2 PL 2x12x1/4 4

PL3 PL 2x14x1/4 2

C2 SERRATED GRATING 1 1/2"x3/16" BARS, 1 3/16" C TO C, 2'-0" WIDE 8'-0" 2

C3 SERRATED GRATING 1 1/2"x3/16" BARS, 1 3/16" C TO C, 12 3/16" WIDE 7'-11 1/2" 1

SELF-TAPPING CLIPS FOR GRATING 25

\A1;5/16"ox3 1/2" BOLT 4

APPROXIMATE TOTAL WEIGHT ONE PLATFORM - 869

BILL OF MATERIAL

EQUIPMENT CABINET PLATFORM - TYPE I

MARK NO. DESCRIPTION LENGTH NO. REQUIRED

FR1 FRAME

T1 HSS 2 1/2x2 1/2x3/16 0'-7 1/8" 4

T3 HSS 2x2x1/4 0'-7" 4

B1 L 2x2x1/4 4'-0" 2

PL1 PL 6x6x1/4 4

PL4 \A1;PL 2x2 5/8x3/16 1

C1 SERRATED GRATING 1 1/2"x3/16" BARS, 1 3/16" C TO C, 2'-0" WIDE 5'-11" 2

SELF-TAPPING CLIPS FOR GRATING 10

\A1;5/16"ox3 1/2" BOLT 4

APPROXIMATE TOTAL WEIGHT ONE PLATFORM - 325

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

C

DESIGNED

HEADQUARTERS - LAKEWOOD, COLORADO

ARCHER SUBSTATION

EQUIPMENT CABINET PLATFORMS

STEEL DESIGN AND DETAILS

COURTNEY DEFOOR DOUG HANSON

DECEMBER 3, 2015 ARH 2926

CIVIL ENGINEERING MANAGER

L:\\02-Pr ojects In

Progress \\02-Draf ting Proje cts\\LV_R ader\\190

6ARH-SR

AH\\arh_ 2926b.dw g Last Sa ved By: R ader, Sus an (CON

TR) on 6 /19/2019

8:18 AM

BILL OF MATERIAL

EQUIPMENT CABINET PLATFORM - TYPE IIB

MARK NO. DESCRIPTION LENGTH NO. REQUIRED

FR3 FRAME

T2 HSS 2 1/2x2 1/2x3/16 1'-4 1/8" 4

T3 HSS 2x2x1/4 0'-7" 4

A2 L 2x2x1/4 6'-1 1/2" 4

B5 L 2 1/2x2x1/4 1'-0 3/16" 2

B7 L 2 1/2x2x1/4 5'-0" 2

B8 L 2 1/2x2x1/4 4'-11" 1

B9 L 2 1/2x2x1/4 5'-11 1/2" 2

B10 L 3x3x1/4 6'-0" 2

PL1 PL 6x6x1/4 4

PL2 PL 2x12x1/4 4

PL3 PL 2x14x1/4 2

C4 SERRATED GRATING 1 1/2"x3/16" BARS, 1 3/16" C TO C, 2'-6" WIDE 6'-0" 2

C5 SERRATED GRATING 1 1/2"x3/16" BARS, 1 3/16" C TO C, 12 3/16" WIDE 5'-11 1/2" 1

SELF-TAPPING CLIPS FOR GRATING 25

\A1;5/16"ox3 1/2" BOLT 4

APPROXIMATE TOTAL WEIGHT ONE PLATFORM - 758

A 2-23-18

A7-CD

REVISED FOR 2017 CIRCUIT BREAKER AND

DISCONNECT SWITCH REPLACEMENT.

B 6-6-19

J5-AH

AS-BUILT.

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FOR INFORMATION ONLY