Attach_B_pad_bly_project_dwgs_4_15_14.pdf

BLYTHE-HEADGATE ROCK 161-KV

TRANSMISSION LINE REROUTE

CALIFORNIA

SECTION C

DESCRIPTION/SPECIFICATIONS

Spec No. 818

BLYTHE – HEADGATE ROCK 161-KV TRANSMISSION LINE REROUTE

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:

KEY MAPS:

1. PAD-BLY 1 0002 Rev. A EI – Parker – Pilot Knob Key Map (Existing Installation)

2. PAD-BLY 1 0002 Rev. B – Parker – Pilot Knob Key Map

3. PAD-BLY 1 T100 – Sensitivity Areas

4. BLY 0015 Rev. C – Location Map

STEEL POLE STRUCTURES:

5. 43-246L 2200 Rev. B – 246L Pole Structures Outline and Design Loads

6. 43-246Y 2200 Rev. E – 246Y Pole Structures Outline and Design Loads

7. 43 2206 Rev. H – Steel Pole Structures Maintenance Provisions Outlines

8. 43 2210 Rev. H – Steel Pole Structures Maintenance Provisions Details

9. 41 9027 Rev. E – Steel Pole Structures Aerial Patrol Mile Marker and Number Signs

WOOD POLE STRUCTURES:

10. 41 6061 Rev. B – Type HS 161 kV Suspension Structure

11. 41 6063 – Type 3A 161 kV Medium Angle Structure

TRANSMISSION LINE:

12. PAD-BLY 1 1005 – Material Quantities

13. PAD-BLY 1 1006 – Vibration Dampers

14. 41 1018 Rev. C – Steel and Concrete Pole Structures Overhead Ground Wire Assembly

15. 41 1020 Rev. B – Suspension Insulator Assemblies Single String

16. 41 1022 Rev. B – Tension Insulator Assemblies Single String

17. 41 1023 Rev. D – Tension Insulator Assemblies Double String

18. 41 1024 Rev. A – Horizontal Post Insulator Assemblies

PLAN AND PROFILES:

19. PAD-BLY 1 4027 EI – Plan and Profile Sta. 2516+00 to Sta. 2628+00 (Existing Installation)

20. PAD-BLY 1 4027-2 – Plan and Profile Str. 49/4 to 50/2

GEOLOGY:

21. BLY 8000 - Site Plan and Boring Locations

22. BLY 8001 – Boring Log

23. BLY 8002 – Boring Log

24. BLY 8003 – Boring Log

25. BLY 8004 – Boring Log

26. BLY 8005 – Boring Log

27. BLY 8006 – Boring Log

28. BLY 8007 – Boring Log http://www.wapa.gov/business/buys.htm

2580+00 2590+00 2600+00 2610+00 2620+00

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RIVERSIDE COUNTY, CA

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SEC

SEC

2592+84.65 37°26'17"

2603+41.83 40°32'50"

2620+24.74 -21°01'05"

49/4 49/5 49/6 49/7 49/8 50/1 50/2

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

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CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

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CENTERLINE

1"=200' HORIZONTAL

1"=40' VERTICAL

SCALE:

APPROVEDDESIGNED

PARKER-BLYTHE #1 (RE-ROUTE)

161-KV TRANSMISSION LINE

CALIFORNIA

PLAN & PROFILE

PAD-BLY 1

ROSS CLARK

ELECTRICAL ENGINEERING MANAGER

JOSH ROSS

NESC LIGHT LOADING

1 COND - 1272 KCMIL, 54/19 ACSS "PHEASANT"

CURVE SHOWN AT 176°F

1 OGW - 1/2-INCH, HS, 7-STRAND HIGH STRENGTH STEEL

CURVE SHOWN AT 0°F, INITIAL CONDITIONS,

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 22' MINIMUM

MAXIMUM DESIGN OPERATING TEMP = 482°F

STRUCTURE SPOTTING BY PLS-CADD

PROFILE OFFSET 15' RT

PROFILE OFFSET 15' LT

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OGW

NESC TMAXFROM TO

704 49/4 49/6 7515 2899 49/6 49/8 7538 2898 49/8 50/2 7501

866 2899

MARCH 31, 2014 4027-2

SUPERSEDES DWG NO. PAD-BLY1 4027 (IN PART)

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PLS-CADD SIGN CONVENTION:

( ) UNSIGNED RIGHT (RT) AHEAD

(-) NEG. SIGN LEFT (LT) AHEAD

COORDINATES AND BEARINGS

BASED ON THE CALIFORNIA STATE

PLANE COORDINATE SYSTEM, ZONE 6,

NAD83 DATUM, UNITS ARE US SURVEY FEET.

STRUCTURE 49/4 TO STRUCTURE 50/2

lampman Typewritten Text

BLP 8000

Typewritten Text

BLP 8001

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BLP 8001

Typewritten Text

BLP 8002

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BLP 8002

Typewritten Text

BLP 8003

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BLP 8003

Typewritten Text

BLP 8004

lampman Typewritten Text

BLP 8004

lampman Typewritten Text lampman

Typewritten Text

BLP 8005

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BLP 8005

Typewritten Text

BLP 8006

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BLP 8006

Typewritten Text

BLP 8007

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BLP 8007