05. FL Project Drawings.pdf

FLANDREAU SUBSTATION

STAGE 09

SOUTH DAKOTA

SECTION C

DESCRIPTION/SPECIFICATIONS

Solicitation No. 89503421BWA000022 Spec. No. 21WC138924-1011

PROJECT DRAWINGS

A. 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.

B. LIST OF DRAWINGS:

LOCATION MAP:

1. FL 0016 Rev. B – Location and Vicinity Map

ELECTRICAL:

2. FL 0001 Rev. M EI – Switching Diagram (Existing Installation)

3. FL 0001 Rev. N – Switching Diagram

4. FL 1010 Rev. E EI – Arrangement Plan (Existing Installation)

5. FL 1010 Rev. F – Arrangement Plan

6. FL 1012 Rev. D EI – Transformer KY1A 115, 69 and 12.47kV Areas Plan (Existing Installation)

7. FL 1012 Rev. E – Transformer KY1A 115, 69 and 12.47kV Areas Plan

8. FL 1100 Rev. C – Equipment and Material Index

9. FL 1101 – Substation Signs

10. FL 1114 Rev C EI – Transformer KY1A 115 and 69kV Areas Sections (Existing Installation)

11. FL 1114 Rev D – Transformer KY1A 115 and 69kV Areas Sections

12. FL 1115 Rev. E EI – Transformer KY1A 12.47kV Area Sections (Existing Installation)

13. FL 1115 Rev. F – Transformer KY1A 12.47kV Area Sections

14. FL 1117 – 69kV Area Sections

15. FL 1500 Rev. C EI – Key Grounding Plan (Existing Installation)

16. FL 1500 Rev. D – Key Grounding Plan

17. FL 1511 Rev. D EI – Transformer KY1A 115, 69 and 12.47kV Areas Grounding Plan (Existing Installation)

18. FL 1511 Rev. E – Transformer KY1A 115, 69 and 12.47kV Areas Grounding Plan

19. FL 1610 Rev. C EI – 240/120V Power and Lighting Wiring Diagram (Existing Installation)

20. FL 1610 Rev. D – 240/120V Power and Lighting Wiring Diagram

21. FL 1611 Rev. C EI – Distribution Panel DW1C, DW1D, Transformers KW1C, KW1D and KZ1A Wiring Diagram (Existing Installation)

22. FL 1611 Rev. D – Distribution Panel DW1C, DW1D, Transformers KW1C, KW1D and KZ1A Wiring Diagram

23. FL 1711 – Transformer KY1A 115, 69 and 12.47kV Areas Conduit and Buried Cable Plan

CIVIL & SITE DRAWINGS:

24. 2004 Rev. E FIO – Grading and Plot Plan (For Information Only)

FOUNDATION AND STRUCTURAL DRAWING INDEX:

25. FL 2008 Rev. O EI – Foundation/Structural Data and Drawing Index (Existing Installation)

26. FL 2008 Rev. P – Foundation/Structural Data and Drawing Index

CONCRETE:

27. FL 2005 Rev. N EI – Foundation General Plan (Existing Installation)

28. FL 2005-1 – Foundation General Plan (Sheet 1 of 3)

29. FL 2005-2 Rev. A – XFMR KY1A 115, 69 & 12.47kV Areas Foundation Plan (Sheet 2 of 3)

30. FL 2005-3 FIO – 115kV Area Foundation Plan (Sheet 3 of 3) (For Information Only)

31. FL 2006 Rev. D EI – Concrete Structures Foundations (Existing Installation)

32. FL 2006 Rev. E – Concrete Structures Foundations

33. FL 2016 Rev. C EI – Foundations Outline and Reinforcement (Existing Installation)

34. FL 2016 Rev. D – Foundations Outline and Reinforcement

35. FL 2017 Rev. B EI – Foundations Outline and Reinforcement (Existing Installation)

36. FL 2017 Rev. C – Foundations Outline and Reinforcement

37. FL 2301 – Foundations Outline and Reinforcement https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx

PROJECT DRAWINGS

38. FL 2302 – Foundations Outline and Reinforcement

39. FL 2303 Rev. A – Foundations Outline and Reinforcement

ANCHORAGE TO CONCRETE:

40. FL 2550 – Anchor Bolts & Embeds

STEEL STRUCTURES:

41. FL 2600 – Bus Frames Steel Design and Details

42. FL 2601 – Bus Frames Steel Design and Details

43. FL 2602 Rev. A – 69kV Take-Off Structure and Equipment Support Elevations

44. FL 2603 Rev. A – 69kV Take-Off Structure and Equipment Support Assemblies and Connections

45. FL 2925 – Equipment Cabinet Platforms Steel Design and Details

46. FL 2926 – Switch Operating Platforms Steel Design and Details

STRINGING REQUIREMENTS:

47. FL 2027 EI – Stringing Requirements (Existing Installation)

48. FL 2027 Rev. A – Stringing Requirements

CONTROL:

49. FL T600 – 69Kv Bay Addition Control Cable List

GEOLOGY:

50. FL 8000 – Geology Log PR-A

51. FL 8001 – Geology Log PR-B

52. FL 8002 – Geology Log PR87-1

53. FL 8003 – Geology Log PR87-2

54. FL 8004 – Geology Log PR87-3

55. FL 8005 – Geology Log PR87-4

56. FL 8006 – Geology Log PR87-5

57. FL 8007 – Geology Log PR87-6

58. FL 8008 – Geology Log PR87-7

STANDARD DRAWINGS:

59. 31 1085 Rev I – Terminal and Fuse Boxes

STATION SERVICE XFMR

KZ1A

100 KVA 67KV-120/240V

STATION SERVICE

FL 2051

FUSE FZ1A 69KV

EAST RIVER COOP #2

FL 2252

PCB JZ2A 69KV

EAST RIVER COOP #2

FL 2253

DISC SW WZ2A 69KV

EAST RIVER COOP #2

FL 2251

DISC SW YZ2A 69KV

EAST RIVER COOP #2

QZ22A1

CURRENT XFMR 69KV

EAST RIVER COOP #2

QZ22A2

CURRENT XFMR 69KV

EAST RIVER COOP #2

QZ22A3

CURRENT XFMR 69KV

EAST RIVER COOP #2

VZ22A1

CCVT 69KV

EAST RIVER COOP #2

EZ22A1

VZ22A1 SECONDARY FUSES

EAST RIVER COOP #2

EZ22A

QZ22A SHORTING BLOCKS

EAST RIVER COOP #1

VZ21A1

CCVT 69KV

EAST RIVER COOP #1

QZ21A1

CURRENT XFMR 69KV

EAST RIVER COOP #1

QZ21A2

CURRENT XFMR 69KV

EAST RIVER COOP #1

QZ21A3

CURRENT XFMR 69KV

EAST RIVER COOP #1

EZ21A1

VZ21A1 SECONDARY FUSES

EAST RIVER COOP #1

EZ21A

QZ21A SHORTING BLOCKS

Denton For Information Only

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D W

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PHASE SPACING

INSULATOR MOUNTING BRACKET

1/2"" VENT HOLE,

NS & FS 1 1/2"

FROM END OF TUBE

H w I wc:: ::::, COLUMN SPACING

PLAN

PHASE SPACING

BEAf.1

COLUMN SPACING

9"

1/4 cc

B

A

B

HOLE MAY BE FLAME

CUT WITH 1 1/2"

RADIUS AT CORNERS

DETAIL T

HOLES FOR 1/2"" BOLTS D"" ANCHOR BOLTS

DRILL & TAP (x2) di I L: C"" HOLES FOR

GROUNDING CONNECTION -�----1'------�--

I

I CSEE TABLE BELOW)

1" l --i 1"

SECTION 8-8

BASE PLATE ASSEMBLY

BASE DETAIL DIMENSIONS

COLUMN SIZE PLATE

I I C THICKNESS A B I

HSS 8x8x1/4 1 1/2" 5 3/4" I a" I 1 7/16" I

3/4" BENT PL

D 1 1/4"

� j 1 1/2" · _1 +--+---+�

1 1/2"

� r:LUMN

BEAM

I

�1" PLATE (TYP)

SECTION C-C

W10x50x5'-0" W10x50x5'-0"

COLUMN CTYPJ

TOP OF

---'---==+=_!� CTYP)

CONCRETE

1/4 1/4

1/4" COVER PLATE M�1

----1----1-

EAOi SIDE, TYPI l 5/8"" HOLE FOR

1/2"" THROUGH BOLT

COLUMN SPACING

ELEVATION

STRUCTURE VOLTAGE STRUCTURE COLUMN

1YPE CKVl HEIGHT

COLUMN SIZE

SPACING

VII 69 22'-0" HSS 8x8x1/4 6 1 -611

BEAM SIZE

HSS 8x8x1/4

PHASE STRUCTURE

SPACING WEIGHT C I bsl

5 1 -011 2488

HSS8x8 COLUMN

8"

HSS8x8

STIFFENER PLATES

PL 1/2"x4 1/2"x8 7/8" Cx3l EACH SIDE OF

WEB, SPACED @28"0.C.

(SIX TOTAL PER W10l

PL 1x10x10

DETAIL 8

18"±

10"± W10x50

SECTION W-W

TOP OF W10x49 IS LOCATED

6" BELOW BOTTOM OF BEAM

1/2x16 GAUGE EXPANDED METAL

GRATING, SPOT WELDED IN TUBE

SEE NOTE ,fl,8 _ _.__,_-+-Ci_

W10x49x5'-0"

10"

CAP PL

3/4" BENT PL

DETAIL T

1/2" l(x4l-11/16"" HOLES ON

5" BC FOR 5/8"" BOLTS

BEAM

CAP PLATE

PL 1 "x10"x10"

NOTES

1. ADDITIONAL NOTES AND REFERENCE DRAWINGS ARE

SHOWN ON FL 2008.

2.STRUCTURAL STEEL: ASTM A572 GR 50.

3.STRUCTURAL STEEL TUBING: ASTM A500, GRADE B.

4.GALVANIZE MATERIAL AFTER FABRICATION.

5.WELDS ARE TYPICAL FOR SIMILAR CONDITIONS.

6.START AND STOP WELDS AT CENTER OF TUBING.

7.BOLTS ARE 1"<1>, ASTM A325N (WITH 1 1/16" HOLES),

UNLESS NOTED OTHERWISE CUNOJ.

8.ELECTRICAL MOUNTING DIMENSIONS ARE UNKNOWN.

HOLES SHALL BE DRILLED IN FIELD TO MOUNT

ELECTRICAL EQUIPMENT.

UNITED STATES DEPARTMENT OF ENERGY

WESTERN AREA POWER ADMINISTRATION

HEADQUARTERS - LAKEWOOD. COLORADO

FLANDREAU SUBSTATION

SOUTH DAKOTA

BUS FRAMES

STEEL DESIGN AND DETAILS

DESIGNED �R..!5._ �S�G�_ _ _ _ _ APPROVED GINA CRAWFORD ______ _

CIVIL ENGINEERING MANAGER

0 / A DECEMBER 22. 2020 FL 2601 ��LXR_EF_I-SI-,--------------------------------------------------------------------------------------....... "--------....... --....... =---....... -==---------'

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HSS 12x12x1/4

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ii:, I I I a, I

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I I N

I I � ii:, a, IN

II ;::

1/2" STIFFENER I 10 1/2" 10 1/2" I

PLATES, 1YPICAL

SECTION D-D

(BEAM-TO-COLUMN CONNECTION)

l 1 1/16''- DRILLED

HOLES, ROUND EDGES

1/16", 1 1/4" EDGE

DISTANCE

11" 11"

5/16

HSS 12x12x1/4

HSS

3/8

HSS 8x8x1/4 t 1/2"- VENT HOLE, BF ii:, ii:, 1 1/2" FROM END OF PLATE

C1YPICAL FOR BEAM SPLICE)

SECTION A-A c2602i

COGW ATTACHMENT)

10" 8"-

II

I I I

I

,J �1 + L

T '\.

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ii

10" 8"

I

I

I

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1 1

1/

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1"---- HOLE MAY BE

CUT WITH 1 1

FLAME

/2"

RADIUS AT CORNERS

SECTION F-F

(GROUND MAST-BEAM CONNECTION)

5/16

I I PL 3/8x3x1

:J 2"

SECTION K-K c 2502i

(OPERATING ARM MOUNT)

t COLUMN

1 1 -0" 1/4"

PL 1 "x20"x22"

ASTM A572,

GRADE 50

HSS 12x12x1/4

_j PL 1 "x22"x23"

C I ASTM A572,

..J GRADE 50

DETAIL A c2602i E

(COLUMN, HIGH BEAM AND GROUND MAST

CONNECTION)

I I l COLUMN� 21 -011

STIFFENER

PLATES

DETAIL B c2602i

CCOLUM TO LOWER-BEAM CONNECTION)

11" 11" 1"

8" 8"

3"

3"

HSS 12x12x1/4

GROUND MAST

HSS 12x12x1/4

HIGH BEAM

1/4

1/4 t COLUMN

SECTION E-E

(COLUMN, BEAM AND GROUND MAST CONNECTION)

17"

SECTION L-L

HOLE MAY BE

FLAME CUT WITH

1 1/2" RADIUS

AT EACH CORNER

PL 1"

(SPLICE PLATE FOR LOW BEAM)

1 '-6"

811 511

PL 1x15x21 HSS 12x12x1/4

1 1 -011

3/16" COVER PLATE

HOLE MAY BE

FLAME CUT WITH

1 1/2" RADIUS

AT EACH CORNER

PL 1"

HSS 12x12x1/4

SECTION M-M

(SPLICE PLATE FOR HIGH BEAM)

611 611 t 1 .. _ DRILLED HOLES, --HI>------- ---10-+-�--+ ROUND EDGES 1/ 16", 1 1/2" EDGE DISTANCE

HSS 8x8x1/4

-------- t 11/16"

HOLES FOR

5/8"- BOLTS

t t FOR MOUNTING

SWITCHES

DETAIL C c2602i (SWITCH MOUNTl it Cx4l-1"- HOLES PL 1"x17"x17"

HSS 8x8x1/4

� 11.42" 1 .2.79" �r

SECTION J-J c2602 & 2603l (EQUIPMENT MOUNTING PLATEl t. 5/8"- HOLE FOR

1/2"-x22"LONG HSS 12x12x1/4

1 '-3"

HOLE MAY BE FLAME CUT WITH

1 1/2" RADIUS AT CORNERS

SECTION C-C

CHIGH BEAM-COLUMN CONNECTION)

PL 3/8x3x7 (COLUMN B ONLYl

I ;;-;,PL 3/Bx3x7 3"

THROUGH BOLTS

DETAIL V

BIRD NEST PLATES

AT EACH BENT ELECTRICAL

EQUIPMENT ATTACHMENT PL

PROVIDE 2 BIRD NEST PLATES

AND 2 THROUGH BOLTS

AND 2 NUTS AND WASHERS

AS SHOWN IN DETAIL V

SECTION 2-Z SECTION H-H c2602i

(OPERATING ARM MOUNT) (ELECTRICAL EQUIPMENT ATTACHMENT PLATE)

PL 1x15x21 t

DETAIL G c2602i

CONDUCTOR ATTACHMENT

HSS12x12x1/4

BENT & GALVANIZED,

EQUIP.-MOUNT PLATES:

18"WIDE

1/4

PL 1x15x21

1/2"x6" II 6" BENT PLATES

DETAIL T c2602i

(ELECTRICAL EQUIPMENT ATTACHMENT PLATE)

1/4 NOTES

1. ELEVATIONS ARE SHOWN ON FL 2602.

2. BOLTS ARE 1 1/8"- ASTM A325 C 1 3/16"- HOLESl

UNLESS OTHERWISE NOTED.

3. STEEL IS ASTM A36 UNLESS OTHERWISE NOTED.

4. 3/16" COVER PLATE REQUIRED FOR EXPOSED ENDS.

5. "X" DIMSENSION SHALL BE DETERMINED BY CONTRACTOR

AND SHALL FIELD-DRILLED TO MATCH MATCH THE

ELECTRICAL EQUIPMENT AT NO ADDITIONAL COST TO

WESTERN. THIS FIELD-DRILLING IS MENTIONED

IN DIVISON 4 OF THE SPECIFICATION.

EXPLANATION

Q INDICATES MINOR REVISION

MINOR REVISIONS.

UNITED STATES DEPARTMENT OF ENERGY

WESTERN AREA POWER ADMINISTRATION

HEADQUARTERS - LAKEWOOD. COLORADO

FLANDREAU SUBSTATION

SOUTH DAKOTA

69KV TAKE-OFF STRUCTURE

AND EQUIPMENT SUPPORT

ASSEMBLIES AND CONNECTIONS

DESIGNED �� �.Ql�R_ _ _ _ _ APPROVED GINA CRAWFORD _____ _

CIVIL ENGINEERING MANAGER

:§�-:, A DECEMBER 22, 2020 FL 2603

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY1

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APPROVED

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DESIGNED

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FLANDREAU SUBSTATION

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SOUTH DAKOTA

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CONTROL CABLE LIST

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ELIJAH MASKA

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FL

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AutoCAD SHX Text C:\Users\maska\Desktop\PROJECT\FL BAY ADD & NEW 69KV BKR\fl_t600a.dwg Last Saved By: Maska, Elijah on 12/10/2020 1:40 PM Last Saved By: Maska, Elijah on 12/10/2020 1:40 PMMaska, Elijah on 12/10/2020 1:40 PM on 12/10/2020 1:40 PM12/10/2020 1:40 PM

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BREAKER CONTROL CABLE SCHEDULE

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EQUIPMENT

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DESIGNATION

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C SIZE

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PCB

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JZ2A

AutoCAD SHX Text 1JZ2A-CHA5R 2JZ2A-CHA5R 3JZ2A-CHA3R 4JZ2A-CHA3R119DW1C-JZ2A111CHA3R-JZ2A 2CHA3R-JZ2A 5CHA4R-JZ2A

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INSTRUMENT XFMR CTRL CABLE SCHEDULE

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EQUIPMENT

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DESIGNATION

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C SIZE

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CCVT

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VZ22A1

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EZ22A-CHA3F

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CT

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QZ22A

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EZ22C-CHA3R

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NOTES

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CHA END POINT DESIGNATIONS INDICATE THE CABLE

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WILL TERMINATE IN ONE OF THE SWITCHBOARD SECTIONS.

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THE CONTRACTOR SHALL PROVIDE SUFFICIENT CABLE

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TO ALLOW TERMINATION ON THE HIGHEST TERMINAL

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BLOCK IN THE SWITCHBOARD SECTION THAT IS

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FARTHEST FROM THE OTHER END POINT OF THE CABLE.

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ALL CABLE SHOWN IS MULTICONDUCTOR SHIELDED CABLE

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PER CONSTRUCTION CONTRACT SPECIFICATIONS.

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ONE CONDUCTOR IN EACH CABLE SHALL BE AN INACTIVE

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CONDUCTOR WHICH IS TO BE GROUNDED AT BOTH ENDS OF

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THE CABLE. ALL SPARE CONDUCTORS AND THE SHIELD ARE

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TO BE GROUNDED AT BOTH ENDS OF THE CABLE. REFER TO

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INSTALLATION SPECIFICATIONS.

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DECEMBER 10, 2020

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SOUTH DAKOTA MAINTENANCE - HURON, SOUTH DAKOTA

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69KV BAY ADDTION

Message from the Administrator At Western Area Power Administration (WAPA), we show our commitment to safety every day through the actions we take, the training we offer and the work conditions we provide. We expect the same commitment to safety from each of our contractors who provide products or services to WAPA. In performing work for WAPA, all contractors must make the right decisions to ensure that the work environment is as safe as possible.

Our safety program is based on four points:

Safety procedures or common sense must be applied by each Federal and contract employee. Safety should not be set aside to meet a project schedule or for personal convenience.

Employees and contractors must believe that they have the right and the responsibility to identify and take action to reduce, if not eliminate, hazardous work environments and hazardous work practices.

Managers and supervisors must lead by example and execute their responsibility to ensure each job is accomplished in a safe and healthy way.

Safety is a personal responsibility. Each individual makes the decision on what action to take to accomplish a task.

By integrating these principles into every task we take, together we can ensure WAPA is a safe place to work.

Mark A. Gabriel Administrator and CEO

Mark A Gabriel