Project Drawings.pdf

DEVILS LAKE-CARRINGTON AND RUGBY-DEVILS LAKE

115-KV TRANSMISSION LINE STRUCTURE REPLACEMENTS

NORTH DAKOTA

SECTION C

DESCRIPTION/SPECIFICATION

Solic. No. DE-FB65-11WC94226 Spec. No. 11WC94226-742

DEVILS LAKE-CARRINGTON AND RUGBY-DEVILS LAKE

115-KV TRANSMISSION LINE STRUCTURE REPLACEMENTS

DIVISION 15 - DRAWINGS

LOCATION MAPS:

1. DL-CA 0003 - Location Map- Devils Lake Main Body Crossing – North Access

2. DL-CA 0004 - Location Map- Devils Lake Main Body Crossing – South Access

3. DL-CA 0005 – Rev. A - Devils Lake-Carrington – Key Map

4. DL-CA 0006 - Devils Lake – Carrington – Relocation Across Devils Lake - Alignment

5. RG-DL 0001 – Rev. A - Rugby-Devils Lake – Key Map

WOOD POLE STRUCTURES:

6. 41 6010 – Rev. C – Type HS, 69 and 115kV Suspension Structure (For Information Only)

7. 41 6153 – Typical Details for Optical Ground Wire Splice Structures

CONCRETE:

8. RG-DL 2100 – Type 151 Steel Pole Structures – Foundations

9. DL-CA 2105 – Type 116S-100 Steel Pole Structure – Str. No. 9/4 Foundation

TRANSMISSION LINE STEEL POLE STRUCTURES:

10. 43-151L 2200 – 151L Pole Structures – Outline and Design Loads

11. 43-151D 2200 – 151D Pole Structures – Outline and Design Loads

12. 43-116S 2200 – Rev. B - 116S Pole Structures – Outline and Design Loads

13. 43-116S 2300 – Type 116S Pole Structures – Manufacturer’s Erection Drawing

14. 43 2206 – Rev. H – Steel Pole Structures – Maintenance Provisions – Outlines

15. 43 2208 – Rev. H – Steel Pole Structures – Maintenance Provisions – Outlines

16. 43 2210 – Rev. H – Steel Pole Structures – Maintenance Provisions – Details

17. 41 9027 – Rev. E – Aerial Patrol Mile Marker and Structure Number Signs – Details and Locations

18. 43-14S 2102-1 – 14S Pole Structures – Steel Pole Collar – Sheet 1 of 2

19. 43-14S 2102-2 – 14S Pole Structures – Steel Pole Collar – Sheet 2 of 2

TRANSMISSION LINE ELECTRICAL:

20. RG-DL 1001 – Material Quantities

21. RG-DL 1002 – Vibration Dampers

22. 41 1011 – Rev. C – Transmission Line Standards, Fence Grounding Hardware

23. 41 1012 – Rev. C – Transmission Line Standards, Wood Pole Structures – Grounding Details

24. 41 1018 – Rev. C – Steel and Concrete Pole Structures – Overhead Ground Wire Assembly

25. 41 1019 – Rev. D – Wood Pole Structures – Overhead Ground Wire Assembly

26. 41 1020 – Rev. B – Suspension Insulator Assemblies, Single String

27. 41 1021 – Rev. B – Suspension Insulator Assemblies, Double String

28. 41 1022 – Rev. B – Tension Insulator Assemblies, Single String

29. 41 1023 – Rev. D – Tension Insulator Assemblies, Double String

30. 41 1024 – Rev. A – Horizontal Post Insulator Assemblies

31. 41 1028 – Rev. D – Concrete and Steel Pole Structures – Fiber Optic Cable Mounting

32. 41 1029 – Rev. F – Wood Pole Structures – Fiber Optic Cable Mounting

33. 41 1030 – Rev. D – Fiber Optic Cable Mounting – Downlead Clamps and Bands

34. 41 1031 – Rev. F – Optical Ground Wire Assemblies

115-KV PLAN AND PROFILES:

35. DL-CA 4006 – Rev. D – Plan and Profile (Existing Installation)

36. RG-DL 4009-1 – Plan and Profile

37. RG-DL 4009-2 – Plan and Profile

38. RG-DL 4010-1 – Plan and Profile

39. RG-DL 4010-2 – Plan and Profile

ACCESS ROADS:

40. 41 9021 – Rev. A – Access Road Rehabilitation – Water Bar Construction

41. 43 2212 – Access Road Standards – Access Roads – General Requirements denton Rectangle denton Typewritten Text

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EXISTING INSTALLATION

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FUTURE WATERLEVEL ELEV. 1460`

24 FOOT CLEARANCE LINE ABOVE WATER ELEV. 1484`

TOP OF CONCRETE ELEV. 1463`

SEC 18, T155N, R66W

SEC 13, T155N, R66W

RAMSEY COUNTY BENSON COUNTY

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RG-DL 4009-2

RUGBY - DEVILS LAKE

115-KV TRANSMISSION LINE

NORTH DAKOTA

PLAN AND PROFILE

AUGUST 17, 2011

SUPERSEDES DWG NO. RG-DL 4009A

AND RG-DL 4010A (IN PART)

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW NESC

TMAX FROM TO

1144 38/3 39/5 11096 6384 HEN ACSR 477 30/7

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

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1"=200' HORIZONTAL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

CENTERLINE

FUTURE WATER LEVEL

TOC

STA 985+90 TO STA 1043+15

NESC HEAVY LOADING

COND. - IBIS ACSR 26/7, HEN ACSR 477 30/7

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OPGW – 0.465-INCH, 24-FIBER, CC-57/465

CURVE SHOWN AT -40°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 24 FT. MINIMUM

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

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FUTURE WATERLEVEL ELEV. 1460`

24 FOOT CLEARANCE LINE ABOVE WATER ELEV. 1484`

TOP OF CONCRETE ELEV. 1463`

SEC 13

SEC 24

SEC 13, T155N, R66W

BENSON COUNTY

SEC 14

SEC 23

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RG-DL 4010-1

RUGBY - DEVILS LAKE

115-KV TRANSMISSION LINE

NORTH DAKOTA

PLAN AND PROFILE

SUPERSEDES DWG NO. RG-DL 4010A (IN PART)

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW NESC

TMAX FROM TO

1144 38/3 39/5 11096 6384 HEN ACSR 477 30/7

AUGUST 17, 2011

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

ELECTRICAL ENGINEERING MANAGER

D E

S

IG

N R

E F.

F

IL

LS

1"=200' HORIZONTAL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

CENTERLINE

FUTURE WATER LEVEL

TOC

STA 1031+73 TO STA 1076+13

NESC HEAVY LOADING

COND. - IBIS ACSR 26/7, HEN ACSR 477 30/7

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OPGW – 0.465-INCH, 24-FIBER, CC-57/465

CURVE SHOWN AT -40°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 24 FT. MINIMUM

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

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Message from the Administrator

At Western, 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 Western. In performing work for Western, 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 Western is a safe place to work.