gla_giv_dwgs_Amendment_0001.pdf

PDF 9 MB Posted Jul 12, 2017

Attached to: Gila-Gila Valley Transmission Line Laterals Construction Project
Solicitation number: DE-SOL-0011296
Issued by: Department of Energy Western Area Power Administration

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Attachment C - Revised Drawing Package

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File	Type	Posted
DE-SOL-0011296_0001.pdf	PDF	Jul 12, 2017
Pre-bid_site_visit_sign_in_sheet.pdf	PDF	Jul 12, 2017
Attachment_E_-_Submittal_Log.pdf	PDF	Jun 15, 2017
Attachment_D_-_Wage_Determination_Yuma_County.pdf	PDF	Jun 15, 2017
Attachment_A_-_Bid_Schedule.pdf	PDF	Jun 15, 2017
DE-SOL-0011296.pdf	PDF	Jun 15, 2017
Attachment_B_-_Specification_1_-_GLA_GIV_SPEC_Final_5-8-17.pdf	PDF	Jun 15, 2017
Attachment_F_-_Foreign_National_Data_Card.pdf	PDF	Jun 15, 2017
Attachment_C_-_Drawings_1_-_gla_giv_final_project_dwgs_5_4_17_(2).pdf	PDF	Jun 15, 2017

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PROJECT DRAWINGS

GILA-GILA VALLEY 34.5-KV TRANSMISSION LINE LATERALS

SECTION C

DESCRIPTION/SPECIFICATIONS

ARIZONA

Spec No. 904 Amendment 0001

GILA-GILA VALLEY 34.5-kV

TRANSMISSION LINE LATERALS

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 MAPS:

1. GLA 0015 Rev. C – Location and Vicinity Map

TRANSMISSION LINE ELECTRICAL:

2. GLA-GIV 1000 Rev. B – Material Quantities Map

3. GLA-GIV 1001 - Material Quantities Alignment A and B (fio)

4. GLA-GIV 1003-1 – Material Quantities Insulator Assemblies (1 of 2)

5. GLA-GIV 1003-2 – Material Quantities Insulator Assemblies (2 of 2)

6. GLA-GIV 1004 – Material Quantities OGW Assemblies

7. GLA-GIV 1005 – Vibration Dampers Alignments C, D, E, F, G, and H

8. GLA-GIV 1006 – Type LSS Structure Electrical Equipment

9. GLA-GIV 1007 – Type LSSA & LSLA Structure Electrical Equipment

10. GLA-GIV 1008 – Type LST Structure Electrical Equipment

11. GLA-GIV 1010 – Type DT-2 Structure Electrical Equipment

12. GLA-GIV 1011 – Type DDE-3 and DDE-3A Structures Electrical Equipment

13. GLA-GIV 1012 – Type DT-4 Structure Electrical Equipment

14. GLA-GIV 1013 – Type DT-5 Structure Electrical Equipment

15. GLA-GIV 1014 – Type DB-6 Structure Electrical Equipment

16. GLA-GIV t100 – Removal Plan Alignment C

17. GLA-GIV t101 – Removal Plan Alignment D

18. GLA-GIV t102 – Removal Plan Alignment E

19. GLA-GIV t103 – Removal Plan Alignment F

20. GLA-GIV t104 – Removal Plan Alignment G and Pump 13

21. GLA-GIV t105 – Removal Plan Pump 10

22. GLA-GIV t106 – Removal Plan Alignment H (1 of 2)

23. GLA-GIV t107 – Removal Plan Alignment H (2 of 2)

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. C – Suspension Insulator Assemblies Single String

27. 41 1022 Rev. C – Tension Insulator Assemblies Single String

28. 41 1024 Rev. B – Horizontal Post Insulator Assemblies

PLAN AND PROFILES:

29. GLA-GIV 4010 Rev. A – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile Summary – Key Map

30. GLA-GIV 4015 Rev. D – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile APS 10/11 to 3/9

31. GLA-GIV 4019 – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile 12/16 to 0/9C11

32. GLA-GIV 4020 – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile 0/9C10 to Alignment “D” Tap

33. GLA-GIV 4021 Rev. A – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile Alignment “D” Tap to

APS 10/3

34. GLA-GIV 4022 –Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile APS 10/3 to 4/7

35. GLA-GIV 4023 – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile 4/7 to 4/7

36. GLA-GIV 4024 – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile 4/7 to Gila-Yuma Tap 4/4

37. GLA-GIV 4025 – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile 5/5 to 5/5H9

38. GLA-GIV 4026 – Gila-Gila Valley 34.5-kV Transmission Line Plan and Profile 5/5H9 to 0/5B1 http://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-http://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-http://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-

GILA-GILA VALLEY 34.5-kV

TRANSMISSION LINE LATERALS

PROJECT DRAWINGS

39. GLA-YUT 4054 Rev. B – Gila-Yuma Tap 34.5-kV Transmission Line Plan and Profile Station 153+20 to

Station 211+44

40. GLA-YUT 4055 Rev. B – Gila-Yuma Tap 34.5-kV Transmission Line Plan and Profile Station 207+90 to

Station 262+14

EXISTING TRANSMISSION LINE STRUCTURES:

41. 43-017N 2200 FIO – 017N Pole Structures Outline and Design Loads (For Information Only)

42. 43-026D 2200 FIO – 026D Pole Structures Outline and Design Loads (For Information Only)

43. 43-026Z 2200 FIO – 026Z Pole Structures Outline and Design Loads (For Information Only)

44. APS 0-9C1 Rev. 5 FIO – Framing 69kV Deadend Full Tension Guy Hooks - Sheet 1 of 2 (For Information

Only)

45. APS 0-9C1 Rev. 5 FIO – Framing 69kV Deadend Full Tension Guy Hooks - Sheet 2 of 2 (For Information

Only)

WOOD POLE STRUCTURES:

46. GLA-GIV 6000 – 34.5-kV Transmission Line Type LSS Tangent Suspension Structure Light Loading

47. GLA-GIV 6001 – 34.5-kV Transmission Line Type LSSA and LSLA Small and Large Angle Suspension

Structures Light Loading

48. GLA-GIV 6002 – 34.5-kV Transmission Line Type LST Tangent and Angle Tension Structure Light Loading

49. GLA-GIV 6004 – 34.5-kV Transmission Line Type DT-2 Distribution Tension Type 2

50. GLA-GIV 6005 – 34.5-kV Transmission Line Types DDE-3 and DDE-3A Distribution Dead-End Types 3 and 3A

51. GLA-GIV 6006 – 34.5-kV Transmission Line Type DT-4 Distribution Tension Type 4

52. GLA-GIV 6007 – 34.5-kV Transmission Line Type DT-5 Distribution Tension Type 5

53. GLA-GIV 6008 – 34.5-kV Transmission Line Type DB-6 Distribution Branch Type 6

54. 41 1012 Rev. C – Wood Pole Structure Grounding Details

55. 41 6047 Rev. F – Guy Assembly and Details

56. 41 6071 Rev. A – Guying Requirements for Single Pole Construction with Overhead Ground Wire

57. 41 6138 Rev. B – Typical Details for Dead End Tees

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LOCATION MAP NTS

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ARIZONA

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FLAGSTAFF

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PHOENIX

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TUCSON

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COUNTY MAP NTS

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VICINITY MAP NTS

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PHOENIX

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MEXICO

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CALIFORNIA

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MARICOPA

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YUMA

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LA PAZ

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PIMA

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PINAL

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S AVE 7TH E

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TO YUMA

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TO PHOENIX

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E 24TH ST

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S AVE 9 E

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ARABY RD

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SOUTHERN PACIFIC

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E 32ND ST

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S FRONTAGE RD/ COUNTY 11TH ST

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INTERSTATE 8 FRONTAGE RD

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CANAL

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E 30TH ST

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S AVE 8 E

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AVE 8 1/2 E

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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GILA SUBSTATION

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ARIZONA

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LOCATION AND VICINITY MAP

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BUREC - E. T. B.

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STANLEY H. SPENCER

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MAY 14, 1982

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GLA

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CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

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AutoCAD SHX Text S:\projects\TransmissionLines\Gila_Knob.Rebuild.2015\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\gla_0015c.dwg Last Saved By: Lampman, Eva (CONTR) on 3/25/2016 9:25 AM Last Saved By: Lampman, Eva (CONTR) on 3/25/2016 9:25 AMLampman, Eva (CONTR) on 3/25/2016 9:25 AM on 3/25/2016 9:25 AM3/25/2016 9:25 AM

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SUBSTATION MAINT MANAGER

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TRANSMISSION LINES AND

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SUPERSEDES DWG NO. 231-D-3509

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A7-SH

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REDRAWN TO CURRENT STANDARDS

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911 SERVICE UNKNOWN

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DIRECTIONS

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LATITUDE/LONGITUDE

AutoCAD SHX Text 32g 41' 3.482"N, 114g 28' 4.982"W (NAD 83)

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PHONE NUMBERS

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AMBULANCE:

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YUMA

AutoCAD SHX Text 1.928.782.4757

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FIRE DEPARTMENT:

AutoCAD SHX Text 1.928.373.4850

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SHERIFF:

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YUMA COUNTY

AutoCAD SHX Text 1.928.783.4427

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POLICE DEPARTMENT:

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YUMA

AutoCAD SHX Text 1.928.373.4700

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YUMA

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FROM YUMA ARIZONA:

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- HEAD EAST ON US-95N 8.8 MILES

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- TURN RIGHT (SOUTH) ONTO S AVE 9 E 1.2 MILES

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- TURN LEFT (EAST) ONTO ARABY BLAISDELL RD 0.5 MILES

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- SUBSTATION WILL BE ON THE LEFT (NORTH) JUST PAST

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GILA GRAVITY CANAL BANK RD

2-10-16

SI11-A

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SIA11-B

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SI12-B

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SIA12-B

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SI11-B

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SIA11-A

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SI12-A

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SIA12-A

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SUSPENSION INSULATOR ASSEMBLIES

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(NOTE 2)

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ULTIMATE INSULATOR ASSEMBLY STRENGTH AS SPECIFIED

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REVISED ULTIMATE STRENGTH REQUIREMENTS.

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MINOR REVISIONS.

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ITEM

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MATERIALS LIST

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NO.

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CLEVIS EYE, BNK

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SOCKET EYE

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OVAL EYE BALL

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YOKE PLATE

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INSULATOR STRING, PORCELAIN OR GLASS UNITS

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VERTICAL BUNDLE YOKE, 18" SPACING

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SUSPENSION CLAMP, BNK

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SOCKET CLEVIS, BNK

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ANCHOR SHACKLE, BNK

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DESCRIPTION

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NOTES

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OF ASSEMBLY ULTIMATE STRENGTH.

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COTTER KEY REQUIRED.

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INSULATOR ASSEMBLIES SIA11 AND SIA12 MAY HAVE 50%

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STRENGTH, EXCEPT THAT PARALLEL COMPONENTS IN

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OR GREATER THAN THE INSULATOR ASSEMBLY ULTIMATE

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STRENGTH OF HARDWARE COMPONENTS SHALL BE EQUAL TO

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BNK INDICATES BOLT, NUT AND STAINLESS STEEL

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STEEL

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WOOD

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STEEL

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STRUCTURES

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WOOD

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(KV)

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VOLTAGE

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STRUCTURES

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STRUCTURES

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SI11 AND SI12

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STRUCTURES

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SIA11 AND SIA12

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UNIT QUANTITY PER ASSEMBLY

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TABLE A - PORCELAIN OR GLASS UNITS

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EXAMPLE: SIA11 - B

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INSULATOR ASSEMBLY TYPE NO.

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HARDWARE

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STRING

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SUSPENSION ASSEMBLY

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"I-STRING"

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RUNNING ANGLE APPLICATION

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SINGLE (1) OR DOUBLE (2) INSULATOR

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ONE (1) OR TWO (2) SUBCONDUCTORS

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TYPE OF STRUCTURE ATTACHMENT

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ROSS CLARK

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F.S. COOK

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ELECTRICAL ENGINEERING MANAGER

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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SUSPENSION INSULATOR ASSEMBLIES

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OCTOBER 10, 1997

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TRANSMISSION LINE STANDARDS

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SINGLE STRING

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CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

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A7-RC

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REVISED TITLE BLOCK ONLY.

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A7-RC

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ADDED GLASS AND CHANGED POLYMER FIBERGLASS

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TO COMPOSITE.

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INSULATOR STRING, COMPOSITE, OVAL EYE-BALL

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(LENGTH AS SPECIFIED)

AutoCAD SHX Text S:\projects\Misc\StandardDrawings\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\41_1020c.dwg Last Saved By: Seela, Holly (CONTR) on 9/29/2016 1:28 PM Last Saved By: Seela, Holly (CONTR) on 9/29/2016 1:28 PMSeela, Holly (CONTR) on 9/29/2016 1:28 PM on 9/29/2016 1:28 PM9/29/2016 1:28 PM

9-29-16

TYPE T11

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NOTE 3

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NOTES

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ITEM

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DESCRIPTION

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INSULATOR STRING, PORCELAIN OR GLASS UNITS

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COMPRESSION JUMPER TERMINAL

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YOKE PLATE

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CHAIN LINK

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CLEVIS BALL, HOT LINE, BNK

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SOCKET CLEVIS, HOT LINE, BNK

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ANCHOR SHACKLE, BNK

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SOCKET CLEVIS, BNK

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OVAL EYE BALL

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MATERIALS LIST

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EXTENSION STRAP (LENGTH AS SPECIFIED)

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TRANSMISSION LINE STANDARDS

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OCTOBER 10, 1997

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TYPE T12

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TYPE OF STRUCTURE ATTACHMENT

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INSULATOR ASSEMBLY TYPE NO.

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SINGLE STRING

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(NOTE 4)

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ULTIMATE INSULATOR ASSEMBLY STRENGTH AS SPECIFIED

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SINGLE INSULATOR STRING, ONE SUBCONDUCTOR

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(NOTE 2)

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NO.

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TENSION INSULATOR ASSEMBLIES

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SINGLE STRING

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SINGLE INSULATOR STRING, TWO SUBCONDUCTORS

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(NOTE 2)

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HARDWARE

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EXAMPLE: T12 - B

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ONE (1) OR TWO (2) SUBCONDUCTORS

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SINGLE (1) OR DOUBLE (2) INSULATOR STRING

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TENSION ASSEMBLY

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TENSION INSULATOR ASSEMBLIES

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A3-RMC

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ADDED STRAIN CLAMPS

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SOCKET EYE, HOT LINE

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BALL EYE, HOT LINE

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STRAIN CLAMP, BNK

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CLEVIS EYE, BNK

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COMPRESSION DEAD END FITTING, EYE, SINGLE

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TONGUE

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F.S. COOK

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ROSS CLARK

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ELECTRICAL ENGINEERING MANAGER

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CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

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T11 AND T12

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VOLTAGE

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(KV)

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WOOD STRUCTURES

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STEEL STRUCTURES

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TABLE A - PORCELAIN OR GLASS UNITS

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UNIT QUANTITY PER ASSEMBLY

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BNK INDICATES BOLT, NUT AND STAINLESS STEEL

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COTTER KEY REQUIRED.

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ASSEMBLIES DESIGNATED WITH AN R SHALL HAVE THE

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INSULATOR CAPS AT THE CONDUCTOR END OF THE

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ASSEMBLY AS SHOWN, AND ARE FOR USE WHEN THE

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CONDUCTOR ATTACHMENT POINT IS AT A HIGHER

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ELEVATION THAN THE STRUCTURE ATTACHMENT POINT.

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FOR DOUBLE CONDUCTOR ASSEMBLIES, THE PADS ON

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THE CONDUCTOR DEADENDS SHALL BE TURNED OUT

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TO EACH SIDE IN ORDER TO CLEAR HARDWARE AND

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PROVIDE A SMOOTH TRANSITION INTO A BUNDLE AT

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THE JUMPER INSULATOR ASSEMBLY.

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DUE TO TORSIONAL STRESS, COMPOSITE INSULATORS

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SHALL NOT BE USED IN SINGLE STRING TENSION

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CONFIGURATIONS.

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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A7-RC

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REVISED TITLE BLOCK ONLY.

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A7-RC

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ADDED GLASS AND CHANGED POLYMER FIBERGLASS

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TO COMPOSITE.

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ITEM

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DESCRIPTION

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VERTICAL JUMPER YOKE

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SUSPENSION CLAMP, BNK

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HORIZONTAL POST INSULATOR, COMPOSITE CLAMP -

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MATERIALS LIST

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OCTOBER 10, 1997

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ASSEMBLY TYPE HF2-F

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DOUBLE CONDUCTOR

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SINGLE CONDUCTOR

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ASSEMBLY TYPE HS1-F

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SINGLE CONDUCTOR

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ASSEMBLY TYPE HS1-G

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SINGLE CONDUCTOR

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SINGLE CONDUCTOR

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ASSEMBLY TYPE HF1-F

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ASSEMBLY TYPE HF1-G

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ASSEMBLY TYPE HF2-G

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DOUBLE CONDUCTOR

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OVAL EYE - EYE

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HORIZONTAL POST INSULATOR, COMPOSITE CLAMP -

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HORIZONTAL POST INSULATOR, COMPOSITE, TWO-HOLE

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HORIZONTAL POST INSULATOR, COMPOSITE, TWO-HOLE

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TYPE OF STRUCTURE ATTACHMENT

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INSULATOR ASSEMBLY TYPE NO.

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HORIZONTAL POST INSULATOR ASSEMBLIES

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(NOTE 2)

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NO.

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TOP ADAPTER, FLAT BASE

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HORIZONTAL POST

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INSULATOR ASSEMBLIES

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FIXED

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FLAT BASE

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FIXED

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FLAT BASE

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FIXED

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GAIN BASE

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SUSPENSION

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FLAT BASE

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SUSPENSION

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GAIN BASE

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FIXED

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GAIN BASE

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TOP ADAPTER, GAIN BASE

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END FITTING, FLAT BASE

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END FITTING, GAIN BASE

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FLAT (F) OR GAIN (G) BASE

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EXAMPLE: HF1 - G

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ONE (1) OR TWO (2) SUBCONDUCTORS

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CONDUCTOR ATTACHMENT, FIXED (F) OR

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SUSPENSION (S)

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HORIZONTAL POST INSULATOR ASSEMBLY

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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F.S. COOK

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ROSS CLARK

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ELECTRICAL ENGINEERING MANAGER

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NOTES

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BNK INDICATES BOLT, NUT AND STAINLESS STEEL COTTER

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KEY REQUIRED.

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SEE SPECIFICATIONS FOR INSULATOR AND HARDWARE

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ELECTRICAL AND MECHANICAL RATINGS.

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CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

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TRANSMISSION LINE STANDARDS

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CHANGED POLYMER FIBERGLASS TO COMPOSITE.

AutoCAD SHX Text S:\projects\Misc\StandardDrawings\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\41_1024b.dwg Last Saved By: Seela, Holly (CONTR) on 9/29/2016 1:30 PM Last Saved By: Seela, Holly (CONTR) on 9/29/2016 1:30 PMSeela, Holly (CONTR) on 9/29/2016 1:30 PM on 9/29/2016 1:30 PM9/29/2016 1:30 PM

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GILA-YUMA 34.KV

5/5

5/5H1

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5/5H3

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5/5H6

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2/10D7

2/10D8

2/10D9

3/6-1

3/6-2

3/6E3

3/6E4

3/6E5

ALIGNMENT

APS/WAPA

13/2

EXIST.

APS/WAPA

POLE

4/7F9

4/7F10

GILA-YUT 34.5 KV

GILA-GILA VALLEY 34.5 KV

ALIGNMENT

"F"

ALIGNMENT

"E"

ALIGNMENT

"D"

ALIGNMENT

"C"

ALIGNMENT "A"

ALIGNMENT

"G"

ALIGNMENT "A"

ALIGNMENT

"C" TAP

5/5H10

5/5H11

5/5H12

5/5H13 5/5H15

5/5H16

5/5H14

5/5H105/5H11

5/5H12

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5/5H15

5/5H16

0/5B1

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0/5B5

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0/5B7

0/5B8

0/5B9

0/5B10

3/6E6

3/6E7

3/6E8

3/6E9

TAP 4/4

ALIGNMENT

"B"

ALIGNMENT "A"

ALIGNMENT A

T.GLA.GIV

ALIGNMENT

A L

I G

N M

E N

O R

T H

"H" WEST "H" EAST

CORPORATE SERVICES OFFICE - LAKEWOOD COLORADO

GLA-GIV 4010

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

GILA - GILA VALLEY

JUNE 6, 2013

COORDINATE AND BEARINGS ARE

BASED ON THE ARIZONA STATE PLANE,

WEST ZONE, NAD 83 DATUM.

UNITS ARE IN US SURVEY FEET.

NESC LIGHT LOADING

COND. - 2/0, 7-STRAND, HD COPPER (TOS TO STR. 0/1)

COND. - 4/0, AAC, 7-STRAND, "0XLIP" (STR'S. 0/1 TO 0/2)

SCALE IN FEET

ARIZONA

SUMMARY - KEY MAP

GILA SUB

CONSTRUCTED FOR 69-KV OPERATION.

500 1000 2000

GLA-GIV 4017

GLA-GIV 4016

GLA-GIV 4015

GLA-GIV 4014

GLA-GIV 4013

GLA-GIV 4012

GLA-GIV 4011

34.5-KV TRANSMISSION LINE

SUPERSEDES DWG NO. GLA-GIV 0001 (IN PART)

ELECTRICAL ENGINEERING MANAGER

APPROVEDDESIGNED

R. M. CLARKDENE M. CLAIR

PLAN & PROFILE

NOTES:

GLA-GIV 4018

GLA-GIV 4019

GLA-GIV 4022

GLA-GIV 4024

GLA-GIV 4023

GLA-GIV 4025 GLA-GIV 4026

GLA-GIV 4020

GLA-GIV 4021

10-26-16

A7-DC

ADDED NEW DWG. NO.S. REVISED ALIGNMENTS A, B, C, AND H.

1. GILA-GILA VALLEY 34.5-KV TRANSMISSION LINE IS DOUBLE CIRCUIT WITH

APS 69-KV TRANSMISSION LINE FOR APPROXIMATELY THREE MILES FROM

APS STR. 13/2 TO APS STR. 10/3.

2. STRUCTURE NOS. 3/13, 4/9, 0/9C11, 0/9C14, 2/10D9, 2/10D10, 3/6E1,

3/6E9, 4/7F1, 4/7F9, 4/7F10, 5/5H9, 5/5H12, AND 5/5H16 HAVE SURGE

ARRESTERS, FUSED CUTOUTS, AND 34.5-KV/480-V TRANSFORMERS.

3. STRUCTURE NOS. 0/9C2, 2/10D1, 3/6E1, 4/7F1, 4/7G1, AND 5/5H1 HAVE

FUSED CUTOUTS TO ALLOW THE ALIGNMENT CONDUCTORS TO BE TAKEN

OUT OF SERVICE.

4. STRUCTURE NO. 4/6 HAS A 69-KV, ONE-WAY, 3-PHASE DISCONNECT SWITCH.

COND. - 266.8 KCMIL, AAC, 7-STRAND, “DAISY” (STR. 0/9C1 TO STR. 09C14)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

COND. - 3-STRAND #6 ALUMOWELD (STR. 2/10D1 TO STR. 2/10D10)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

COND. - 4/0, ACSR, 6/1, “PENGUIN” (STR. 3/6 E1 TO STR. 3/6E9)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

COND. - 1/0, ACSR, 6/1, “RAVEN” (STR. 4/7F1 TO STR. 4/7F10; STR. 5/5H1 TO

STR 5/5H10; STR. 5/5H10 TO STR. 5/5H13; STR. 5/5H10 TO STR. 5/5H17)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

COND. - #4 AWG, ACSR, 6/1, “SWAN” (STR. 4/7G1 TO GILA-YUMA TAP 4/4)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

COND. - 477 KCM, ACSR, 26/7, "HAWK" (STR'S. 0/2 TO APS 13/2, APS 10/3 TO STR. 5/5, CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL (STR'S. 0/2 TO APS 13/2, APS 10/3

TO 5/5, AND 4/7 TO 4/7-1)

CURVE SHOWN AT 0°F, INITIAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL (STR'S 0/9C2 TO 0/9C14,

2/10D1 TO2/10D10, 3/16E1 TO 3/6E9, 4/7 TO 4/7F10, 4/7 TO 4/7G4, 5/5H1

TO 5/5H9, 5/5H9 TO 5/5H12, AND 5/5H9 TO 5/5H16)

CURVE SHOWN AT 30°F, INITIAL CONDITIONS

COND. - TBD (APS 10/3 TO APS 13/2

DESIGN RULING SPAN VARIES GROUND

CLEARANCE = 22 FT. MINIMUM

DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

APS 10/3 TO STR. 3/6E1, STR. 4/7 TO APS 8/7, APS 8/7 TO STR. 4/7F1,

STR. 4/7F9 TO STR. 4/7F10, STR. 4/7, AND STR. 5/5 TO STR. 5/5H1)

160+00 170+00 180+00 190+00 200+00

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°1

N0°26`28"E

PI 166+30.50

-0°12'46"

PI 170+33.53

0°46'09"

PI 174+23.53

-2°11'28"

PI 181+83.90

2°13'06"

PI 186+18.65

-88°30'05"

APS 10/11 APS 10/10 APS 10/9 APS 10/8 APS 10/7 APS 10/6 APS 10/5 APS 10/4 3/6 3/7 3/8 3/9

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

1"=200' HORIZONTAL

1"=40' VERTICAL

SCALE:

C A E

ELECTRICAL ENGINEERING MANAGER D

N R

E F.

CENTERLINE

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

LOOKING AHEAD

APS

OGW

PHASING

4015 GLA-GIV

SUPERSEDES DWG NO. GLA-GIV 4001C (IN PART)

R. M. CLARK DENE M. CLAIR

ALIGNMENT "A" FUTURE

OGW

RULING

SPAN

STRUCTURE NUMBER "HAWK"

CONDUCTOR

NESC TMAX

OGW

NESC

FROM TO TMAX

75 APS 10/3 3/6 500 1050

ALIGNMENT "A"

A C

OGW

LOOKING AHEAD

APS 10/3

PHASING

OGW

LOOKING AHEAD

017X

PHASING

OGW

LOOKING AHEAD

017N

PHASING

ALIGNMENT "E"

ALIGNMENT "A" FUTURE

414.2 3/6 4/6 4200 1760

NOTES:

NESC LIGHT LOADING

COND.-477 KCM, ACSR, 26/7, "HAWK" (APS 10/3 TO STR. 5/5)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 0°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 22 FT. MINIMUM

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

JUNE 6, 2013 A 1-09-14

A7-DC

MOVED ALIGNMENT 10 FEET SOUTH BETWEEN STRUCTURES

APS 10/3 TO 5/5.

B 5-19-14

A7-DC

REVISED PHASING DIAGRAMS.

C 5-27-16

A7-DC

REVISED RULING SPAN TABLE.

D 10-26-16

A7-DC

REVISED ALIGNMENT NAME. NEW CONDUCTOR BETWEEN

APS 10/3 AND STR. 3/6.

ALIGNMENT "A"

1. GILA-GILA VALLEY 34.5-KV TRANSMISSION LINE IS DOUBLE CIRCUIT WITH APS

69-KV TRANSMISSION LINE FOR APPROXIMATELY THREE MILES FROM APS STR. 13/2

TO APS STR. 10/3.

S89°10`42"W

S89°35`29"W S89°22`43"W N89°51`08"W S87°57`24"W

N89°49`30"W S01°48`56"W S89°45`20"W

APN 1411212043006

APN 1410831011025

A P

SEC 33,T8S R22W

YUMA COUNTY, ARIZONA

A R

A B

SEC 4,T9S R22W

YUMA COUNTY, ARIZONA

A P

SEC 32,T8S R22W

SEC 5,T9S R22W

YUMA COUNTY, ARIZONA

A P

APN 1411213001025

ALIGNMENT

"E" TAP

SEE DWG

GLA-GIV 4022

SHEET 6

ARIZONA

PLAN & PROFILE

G L A

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/1 /2

COORDINATES AND BEARINGS ARE BASED

ON THE ARIZONA STATE PLAN COORDINATE

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE IN US SURVEY FEET.

34.5-KV TRANSMISSION LINE

GILA-GILA VALLEY

CONSTRUCTED FOR 69-KV OPERATION. APS 10/11 TO 3/9

380+00 390+00 400+00 410+00

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N N00°13`19"E

N60°27`31"W N60°31`59"W N N60°43`08"W N

W N31°36`51"W

F F

B L M

W N31°54`44"W

F F

-2

B L M

N31°51`53"W N

E L E

C T

R A

N S

F O

R M

E R

N31°56`37"W

PI 385+29.10

0°08'55"

PI 388+36.09

-60°33'08"

PI 391+66.19

-0°07'42"

PI 394+84.80

-0°04'28"

PI 398+12.66

-0°11'09"

PI 401+43.91

29°06'18"

PI 404+73.12

-0°17'54"

PI 408+03.71

0°02'51"

PI 411+33.28

-0°04'45"

PI 414+56.45

6°44'54"

0/9C1 0/9C2 0/9C3 0/9C4 0/9C5 0/9C6 0/9C7 0/9C8 0/9C9 0/9C10 0/9C11

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

SCALE:

C A E

ELECTRICAL ENGINEERING MANAGER D

N R

E F.

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

4019 GLA-GIV

STEVE ROCK DENE M. CLAIR

RULING

SPAN

STRUCTURE NUMBER OGW

NESC

APS 12/16 0/9C1

FROM TO TMAX

SLACK SPAN

438.5 0/9C1 1800

327.6 313.6 504.5

ALIGNMENT "C"

LOOKING AHEAD

STR. NO. 0/9C1

PHASING

OGW

LOOKING AHEAD

STR. NO. 0/9C3

PHASING

0/9C3 0/9C11 0/9C13

0/9C2

0/9C11 0/9C13 0/9C14

ALIGNMENT "C"

OCTOBER 26, 2016

ALIGNMENT "A"

STR. NO. 0/9C2

LOOKING AHEAD

PHASING

OGW

C A B

(AH)

STR. NO. 0/9C11

LOOKING AHEAD

PHASING

OGW

C A B

CONDUCTOR

NESC TMAX

1. TAP GILA-GILA VALLEY EAST-WEST CONDUCTORS

NEAR APS STRUCTURE NO. 12/16.

REFERENCE PLAN AND PROFILE DRAWING GLA-GIV 4012.

2. STRUCTURE NO. 0/9C11 CONTAINS SURGE

ARRESTERS AND FUSED CUTOUTS MOUNTED ON A

CROSSARM AND POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1012.

3. STRUCTURE NO. 0/9C2 CONTAINS FUSED

CUTOUTS TO TAKE THE ALIGNMENT "C"

CONDUCTORS OUT OF SERVICE.

REFERENCE DRAWING GLA-GIV 1010.

NOTES:

306.2 0/9C2 400 400 0/9C3

NESC LIGHT LOADING

COND.-266.8 KCMIL, AAC, 7-STRAND, "DAISY"

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 30°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 19.5 FT. (MINIMUM)

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

PHASING

A C

APS STR NO. 12/16

LOOKING AHEAD

JUMPERS: 4/0, ACSR, 6/1, "PENGUIN"

NO OGW

N00°07`35"E N60°19`49"W

SEC 35 T8S R22W

YUMA COUNTY, ARIZONA

APN 1410833005006

ALIGNMENT "A"

FUTURE

SEE DRAWING

GIL-GIV 4012

APS

12/16

SHEET 9

ARIZONA

PLAN & PROFILE

G L A

R O

J E

C T

S \T

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/1 /2

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE IN US SURVEY FEET.

34.5-KV TRANSMISSION LINE

GILA-GILA VALLEY

CONSTRUCTED FOR 69-KV OPERATION. 12/16 TO 0/9C11

420+00 430+00 440+00 450+00 460+00

P I

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E R

N25°11`44"W

F F

-2

N25°20`14"W

F F

-2

C T

R A

N S

F O

R M

E R

`1 4"W

N88°58`59"W

PI 414+56.45

6°44'54"

PI 417+84.09

-0°08'30"

PI 420+80.99

-63°38'45"

0/9C10 0/9C11 0/9C12 0/9C13 0/9C14

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

SCALE:

C A E

ELECTRICAL ENGINEERING MANAGER D

N R

E F.

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

4020 GLA-GIV

STEVE ROCK DENE M. CLAIR

ALIGNMENT "A"

RULING

SPAN

STRUCTURE NUMBER OGW

NESC

327.6 0/9C3 0/9C11

FROM TO TMAX

1000 800

313.6 0/9C11 0/9C13 1600 1300

504.5 0/9C13 0/9C14 1800 1500

ALIGNMENT "C"

OCTOBER 26, 2016

C A B

STR. NO. 0/9C14

LOOKING AHEAD

PHASING

OGW

C A B

STR. NO. 0/9C11

LOOKING AHEAD

PHASING

OGW

PHASING

A C

STR. NO. 0/9C12

LOOKING AHEAD

OGW

(BK)

NOTES:

NESC LIGHT LOADING

COND.-266.8 KCMIL, AAC, 7-STRAND, "DAISY"

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 30°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 19.5 FT. (MINIMUM)

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

CONDUCTOR

NESC TMAX

1. STRUCTURE NO. 0/9C14 CONTAINS SURGE

ARRESTERS AND FUSED CUTOUTS MOUNTED ON

A CROSSARM AND POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1011.

2. STRUCTURE NO. 0/9C11 CONTAINS SURGE

ARRESTERS AND FUSED CUTOUTS MOUNTED ON

A CROSSARM AND POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1012.

JUMPERS: 4/0, ACSR, 6/1, "PENGUIN"

SEC 33 T8S R22W

YUMS COUNTY, ARIZONA

SHEET 10

ARIZONA

PLAN & PROFILE

G L A

R O

J E

C T

S \T

R A

N S

N L

E S

A G

V A

L L E

Y .2

L S

C A

D D

\X Y

L A

O J

E C

T L

E D

L T

T E

A L

N M

E N

T S

A B

A N

D H

R E

D E

H A

W K

O N

A L

N M

E N

T E

G E

N E

R A

T E

/1 /2

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE IN US SURVEY FEET.

34.5-KV TRANSMISSION LINE

GILA-GILA VALLEY

CONSTRUCTED FOR 69-KV OPERATION. 0/9C10 TO ALIGNMENT "D" TAP

530+00 540+00 550+00 560+00 570+00

P I

°0

A L

M E

N T

O T

-D

N M

E N

O T

L S

G B

A C

K -C

U S

A N

C H

NO OGW

P I

°0

E H

Y D

R A

A V

G A

S U

G G

A S

-L S

M E

N T

-L S

M E

N T

-L

N M

E N

S G

E W

-C O

C H

°1

L T

P O

-L S

M E

N T

°1

P I

-1 °2

B U

G T

-L S

M E

N T

-1 °2

P I

-0 °3

B R

G T

-L S

M E

N T

-0 °3

P I

°5

C A

N A

L E

N A

L E

-L S

M E

N T

°5

-D

N M

E N

M P

-7

O T

-D

N M

E N

M P

-8

O T

L S

G B

A C

K S

P L

-C

S G

B A

C K

-O

N C

H O

192 2

G S

ING

OLE 11/4

LCO M.H

EWER M.H

H S

T N °5

N °5

2̀ "W

N0°08`22"E

N E

G A

E H

Y D

R A

N T

-2

A V

G A

S U

G G

A S

EC 33, T8S R22W

YUMA COUNTY

N0°09`07"E

G A

S P

N0°08`44"E

L T

N0°02`08"E

E E

-A T

-T O

E L E

G R

A P

N0°27`27"E

E E

-A T

-T O

E E

-A T

-T O

N0°08`38"E

T N

D E

R B

L O

N A

L E

N0°12`47"E N0°1 N0°10`47"E N0°10`44"E

PI 529+97.68

0°00'35"

PI 533+22.37

-0°00'22"

PI 536+22.03

-0°10'53"

PI 539+21.71

1°19'15"

PI 542+62.88

-1°24'42"

PI 545+87.90

-0°37'20"

PI 548+87.48

0°55'39"

2/10D1 2/10D2 2/10D3 2/10D4 2/10D5 2/10D6 2/10D7

2/10D8

2/10D9 2/10D10

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

SCALE:

C A E

ELECTRICAL ENGINEERING MANAGER D

N R

E F.

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

4021 GLA-GIV

STEVE ROCK DENE M. CLAIR

ALIGNMENT "A"

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OGW

NESC

APS 10/15 2/10D1

FROM TO TMAX

SLACK SPAN

308.8 2/10D1 2/10D4 1000 1400

ALIGNMENT "D"

OCTOBER 26, 2016

NESC LIGHT LOADING

COND.-3-STRAND #6 ALUMOWELD

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 30°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 19.5 FT. (MINIMUM)

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

18.8 2/10D9 2/10D10 500 1200

NOTES:

PHASING

LSSA

LOOKING AHEAD

OGW

A B

STR. NO. 2/10D1

LOOKING AHEAD

B A C

STR. NO. 2/10D9

LOOKING AHEAD

PHASING

B A C

OGW

(AH)

PHASING

OGW

STR. NO. 2/10D10

LOOKING AHEAD

PHASING

B A C

OGW

(BK)

3. STRUCTURE NO. 2/10D10 CONTAINS SURGE ARRESTERS

AND FUSED CUTOUTS MOUNTED ON A CROSSARM AND

POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1011.

4. STRUCTURE NO. 2/10D1 CONTAINS FUSED CUTOUTS TO

TAKE THE ALIGNMENT "D" CONDUCTORS OUT OF SERVICE.

REFERENCE DRAWING GLA-GIV 1010.

1. TAP THE GILA-GILA VALLEY EAST-WEST CONDUTORS

NEAR APS STRUCTURE NO. 10/15.

REFERENCE PLAN AND PROFILE DRAWING GLA-GIV 4014.

2. STRUCTURE NO. 2/10D9 CONTAINS SURGE ARRESTERS

AND FUSED CUTOUTS MOUNTED ON A CROSSARM AND

POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1012.

304.2 2/10D4 2/10D9 1000 1400

PHASING

ALIGNMENT

LOOKING AHEAD

"D" TAP

A 05-04-17

A7-DC

MOVED STRUCTURE NO. 2/10D6 5 FT EAST.

S01°48`56"W

ALIGNMENT "A"

FUTURE

SEE DRAWING

GIL-GIV 4014

2/10D1 2/10D1

SHEET 11

ARIZONA

PLAN & PROFILE

G L A

R O

J E

C T

S \T

R A

N S

N L

E S

A G

V A

L L E

Y .2

L S

C A

D D

\X Y

L A

O J

E C

T L

E D

L T

T E

A L

N M

E N

T S

A B

A N

D H

R E

D E

H A

W K

O N

A L

N M

E N

T E

G E

N E

R A

T E

/4 /2

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE IN US SURVEY FEET.

34.5-KV TRANSMISSION LINE

GILA-GILA VALLEY

CONSTRUCTED FOR 69-KV OPERATION. ALIGNMENT "D" TAP TO APS 10/3

650+00 660+00 670+00 680+00 690+00

P I

°3

C M

M E

N T

-D

-5

M E

N T

P S

T E

S G

B A

C K

S P

-C O

°3

-L

N M

E N

A S

-L

N M

E N

A S

-L

M E

N T

G E

W -C

N C

H O

-L

N M

E N

A S

-L

N M

E N

A S

-L

N M

E N

A S

-L

N M

E N

A S

-D

N M

E N

M P

-6

O T

L D

G B

A C

K -C

S G

B A

C K

-O

N C

H O

R E

M O

F F

G P

E T

C M

O N

H U

N °2

3/6E2 N0°17`19"E

N °2

SEC 33, T8S R22W

S AVE 6 E

SEC 32

SEC 33

3/6E2 N0°12`29"E

22W

N0°03`06"E N0 P

E L E

C T

R A

N S

F O

R M

E R

N0°10`40"E

E L E

C T

R A

N S

F O

R M

E R

0"E N0°13`32"E N0°17`20"E N0°10`15"E N

N0°17`20"E

N0°0`48"E

PI 654+36.24

-0°04'48"

PI 657+86.02

-0°09'23"

PI 661+37.95

0°07'34"

PI 666+39.41

0°03'48"

PI 669+87.08

-0°07'05"

PI 673+38.69

-0°09'45"

3/6E3 3/6E4 3/6E5 3/6E6 3/6E7 3/6E8 3/6E9

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

SCALE:

C A E

ELECTRICAL ENGINEERING MANAGER D

N R

E F.

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

4022 GLA-GIV

STEVE ROCK DENE M. CLAIR

ALIGNMENT "E"

RULING

SPAN

STRUCTURE NUMBER OGW

NESC

55.3 APS10/3 3/6E1

FROM TO TMAX

332.5 500

ALIGNMENT "E"

LOOKING AHEAD

LSSA

PHASING

OGW

LOOKING AHEAD

APS 10/3

PHASING

3/6E1 3/6E4

OCTOBER 26, 2016

ALIGNMENT "A"

CONDUCTOR

NESC TMAX

NESC LIGHT LOADING

COND.- 4/0, ACSR, 6/1, "PENGUIN"

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 30°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 19.5 FT. (MINIMUM)

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

NOTES:

STR. NO. 3/6E1

LOOKING AHEAD

PHASING

B A C

OGW

(AH)

STR. NO. 3/6E9

LOOKING AHEAD

PHASING

B A C

OGW

(BK)

OGW

3. STRUCTURE NO. 3/6E1 CONTAINS FUSED

CUTOUTS TO TAKE THE ALIGNMENT "E"

CONDUCTORS OUT OF SERVICE.

REFERENCE DRAWING GLA-GIV 1013.

1. STRUCTURE NO. 4/7F1 CONTAINS SURGE

ARRESTERS AND FUSED CUTOUTS MOUNTED ON A

CROSSARM AND POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1013.

2. STRUCTURE NO. 3/6E9 CONTAINS SURGE

ARRESTERS AND FUSED CUTOUTS MOUNTED ON A

CROSSARM AND POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1011.

302.2 500 3/6E4 3/6E9 600

COND.- 477 KCMIL, ACSR, 26/7, "HAWK" (APS 10/3 TO 3/6E1)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

S E

3/6E1

ALIGNMENT "A"

FUTURE

SEE DRAWING

GIL-GIV 4025

ALIGNMENT "A"

SEE DRAWING

GIL-GIV 4016

SHEET 12

ARIZONA

PLAN & PROFILE

G L A

R O

J E

C T

S \T

R A

N S

N L

E S

A G

V A

L L E

Y .2

L S

C A

D D

\X Y

L A

O J

E C

T L

E D

L T

T E

A L

N M

E N

T S

A B

A N

D H

R E

D E

H A

W K

O N

A L

N M

E N

T E

G E

N E

R A

T E

/1 /2

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE IN US SURVEY FEET.

34.5-KV TRANSMISSION LINE

GILA-GILA VALLEY

CONSTRUCTED FOR 69-KV OPERATION. APS 10/3 TO 4/7

780+00 790+00 800+00 810+00

P I

°5

U G

/1 K

V P

O L E

N M

E N

N M

E N

°5

P I

-1

°0

-D

M E

N T

P S

O T

E S

S G

B A

C K

S P

-C O

C H

-1

°0

-L

M E

N T

-0 °1

-L

M E

N T

-0 °1

P I

°2

-L

M E

N T

°2

-L

M E

N T

-L

M E

N T

°1

-L

M E

N T

°1

P I

°1

C A

N A

L E

-L

M E

N T

G B

A C

C O

G B

A C

N C

°1

°2

A N

A L E

°2

-D D

M E

N T

P S

G -1

O T

O F

S °5

0̀

S00°57`4

31 6

32 5

O F

-2

B R

T E

S T

W E

F F

T A

V E

.5 .5

H D

A T

E D

C T

R A

N S

F O

R M

C T

R A

N S

F O

R M

E R

N14°14`08"E

S. AVE. 5E

N0°25`43"E 08"E

N0°21`24"E N0°06`26"E N0°28`46"E N0°19`54"E N

N0°20`47"E

E L E

C T

R A

N S

F O

R M

N0°33`52"E

C O

N C

P O

P U

M P

C T

R A

N S

F O

R M

E R

°3

°5

°2

E L E

C T

R A

N S

F O

R M

E R

R P

U M

P S

°3

°5

°2

PI 781+55.18

-0°04'56"

PI 785+05.89

-0°14'59"

PI 788+54.75

0°22'21"

PI 792+05.18

-0°08'53"

PI 795+54.33

0°00'54"

PI 799+06.66

0°13'05"

4/7F1 4/7F2 4/7F3 4/7F4 4/7F5 4/7F6 4/7F7

4/7F9 4/7F10

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

SCALE:

C A E

ELECTRICAL ENGINEERING MANAGER D

N R

E F.

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

4023 GLA-GIV OCTOBER 26, 2016

STEVE ROCK DENE M. CLAIR

ALIGNMENT "F"

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OGW

NESC

82.3 4/7 APS 8/7

FROM TO TMAX

1000 450

201.6 APS 8/7 4/7F1 1000 450

339.6 4/7F1 4/7F8 1200 1800

47.0 4/7F8 4/7F9 100 125

21.9 4/7F9 4/7F10 100 50

ALIGNMENT "F"

B C

OGW

LOOKING AHEAD

LSS

PHASING

B A C

OGW

PHASING

LOOKING AHEAD

APS 8/7

OGW (AH)

LOOKING AHEAD

017N

PHASING

ALIGNMENT "A"

NOTES:

STR. NO. 4/7F1

LOOKING AHEAD

PHASING

C A B

OGW

PHASING

C B

STR. NO. 4/7F8

LOOKING AHEAD

OGW

STR. NO. 4/7F9

LOOKING AHEAD

PHASING

A C B

OGW

STR. NO. 4/7F10

LOOKING AHEAD

PHASING

A C B

OGW

(BK)

3. STRUCTURE NO. 4/7F10 CONTAINS SURGE ARRESTERS

AND FUSED CUTOUTS MOUNTED ON A CROSSARM AND

POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1011.

4. STRUCTURE NO. 4/7F1 CONTAINS FUSED CUTOUTS TO

TAKE THE ALIGNMENT "F" CONDUCTORS OUT OF SERVICE.

REFERENCE DRAWING GLA-GIV 1013.

1. STRUCTURE NO. 4/7F1 CONTAINS SURGE ARRESTERS

AND FUSED CUTOUTS MOUNTED ON A CROSSARM AND

POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1013.

2. STRUCTURE NO. 4/7F9 CONTAINS SURGE ARRESTERS

AND FUSED CUTOUTS MOUNTED ON A CROSSARM AND

POLE MOUNTED TRANSFORMERS.

REFERENCE DRAWING GLA-GIV 1012.

NESC LIGHT LOADING

COND.-1/0, ACSR, 6/1, "RAVEN"

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 30°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 19.5 FT. (MINIMUM)

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

(4/7 TO 4/7F1, 4/7F9 TO 4/7F10)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

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

SEC 31, T8S R22W

SEC 32, T8S R22W

YUMA COUNTY, ARIZONA

4/7F2

4/7F1

-D

N M

E N

P U

M P

S G

-9

T E

4/7F8

SHEET 13

ARIZONA

PLAN & PROFILE

G L A

R O

J E

C T

S \T

R A

N S

N L

E S

A G

V A

L L E

Y .2

L S

C A

D D

\X Y

L A

O J

E C

T L

E D

L T

T E

A L

N M

E N

T S

A B

A N

D H

R E

D E

H A

W K

O N

A L

N M

E N

T E

G E

N E

R A

T E

/1 /2

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE IN US SURVEY FEET.

34.5-KV TRANSMISSION LINE

GILA-GILA VALLEY

CONSTRUCTED FOR 69-KV OPERATION. 4/7 TO 4/7

APS 8/7

910+00 920+00 930+00 940+00 950+00

P I

°3

N M

E N

°3

P I

-0 °1

-D

M E

N T

T E

S G

B A

C K

-C O

G A

H E

A D

-C O

C H

-0 °1

P I

°1

-L

N M

E N

A S

°1

-L

N M

E N

A S

N A

L E

D G

N A

L E

N A

L E

D G

N A

L E

-L

M E

N T

G E

W -B

O T

T O

M C

S G

S P

A H

E A

D -O

C H

A -Y

U M

A T

A P

T E

) 159

OGW

1 6

2 5

E L E

C T

R A

N S

F O

R M

B R

T E

S T

W E

F F

T A

V E

.5 .5

H D

A T

E D

-2

°5

S00°57`47"W

N14°14`0

W S00°19`46"W

I P

F F

O N

G W

W S00°30`10"W

I P

F F

O N

G W

W S00°14`27"W

S. AVE. 5E SEC 5

SEC 6

C A

N A

L E

N A

L E

A -Y

U M

-K

W S00°09`59"W

E PI 907+90.92

-0°12'36"

PI 910+60.36

0°15'11"

PI 913+34.24

0°05'29"

4/7G1 4/7G2 4/7G3

4/7G4 GILA-YUMA TAP 4/4

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

SCALE:

C A E

ELECTRICAL ENGINEERING MANAGER D

N R

E F.

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

4024 GLA-GIV OCTOBER 26, 2016

STEVE ROCK DENE M. CLAIR

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OGW

NESC

301.4 4/7 4/7G1

FROM TO TMAX

3000 1200

ALIGNMENT "G"

GILA-GILA

VALLEY

GILA-YUMA

TAP

LOOKING AHEAD

GILA-YUMA TAP

STR. NO. 4/4

OGW

LOOKING AHEAD

LSSA

PHASING

OGW (AH)

LOOKING AHEAD

STR. NO. 4/7

PHASING

NOTES:

ALIGNMENT "G"

ALIGNMENT "A"

272.5 4/7G1 4/7G4 550 1600

158.6 4/7G4 GLA-YUT 450

4/4

STR. NO. 4/7G1

LOOKING AHEAD

PHASING

B A C

OGW

1. GILA-GILA VALLEY 34.5-KV TRANSMISSION LINE IS

DOUBLE CIRCUIT WITH GILA-YUMA TAP 34.5-KV

TRANSMISSION LINE FOR APPROXIMATELY 0.73 MILES

FROM GILA-YUMA TAP STR. 3/11 TO GILA-YUMA TAP STR. 4/4.

SEE DRAWINGS GLA-YUT 4054 AND 4055.

2. STRUCTURE NO. 4/7G1 CONTAINS FUSED CUTOUTS

TO TAKE THE ALIGNMENT "G" CONDUCTORS OUT OF SERVICE.

REFERENCE DRAWING GLA-GIV 1010. COND.- #4 AWG, ACSR, 6/1 "SWAN"

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 30°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 19.5 FT. (MINIMUM)

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

COND.- 477 KCMIL, ACSR, 26/7, "HAWK" (4/7 TO 4/7G1)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

NESC LIGHT LOADING

SEC 6, T8S R22W

YUMA COUNTY, ARIZONA

-L

M E

N T

L S

G E

W -B

O T

T O

M C

S G

S P

A H

E A

D -O

C H

4/7G3

SHEET 14

ARIZONA

PLAN & PROFILE

G L A

R O

J E

C T

S \T

R A

N S

N L

E S

A G

V A

L L E

Y .2

L S

C A

D D

\X Y

L A

O J

E C

T L

E D

L T

T E

A L

N M

E N

T S

A B

A N

D H

R E

D E

H A

W K

O N

A L

N M

E N

T E

G E

N E

R A

T E

/1 /2

SYSTEM, WEST ZONE, NAD83 DATUM.

UNITS ARE IN US SURVEY FEET.

34.5-KV TRANSMISSION LINE

GILA-GILA VALLEY

CONSTRUCTED FOR 69-KV OPERATION. 4/7 TO GILA-YUMA TAP 4/4

1020+00 1030+00 1040+00 1050+00

P I

°5

M E

N T

N M

E N

92 243

°5

P I

°1

-D

N M

E N

O T

L A

S G

B A

C K

-C O

G A

H E

A D

-C O

C H

°1

P I

-0 °3

-L

M E

N T

-0 °3

P I

-1 °3

C A

N A

L E

N A

L E

-L

N M

E N

S G

E W

-M

D L

E C

O N

D U

C T

G E

W -O

C H

-1 °3

-L

M E

N T

-L

M E

N T

-L

M E

N T

°1

-L

M E

N T

-L

N M

E N

S G

A H

E A

D -C

S G

A H

E A

D -O

C H

-D

N M

E N

W E

N M

E N

E A

P S

G -1

T E

S G

A H

E A

D -C

S G

E W

-C O

G A

H E

A D

-O

N C

H O

°1

P I

-9

°2

P I

-9

°2

-L

M E

N T

350, 348

-L

M E

N T

-D D

N M

E N

W E

P S

T E

D G

A H

E A

D -C

S G

A H

E A

D -O

C H

351 349

F F

-3

A D

O T

F F

-1

A D

O T

C K

P O

L E

N1°03`14"W N1°54`58"W N1°53`12"E

N1°49`19"E

SEC 31, T8S, R22W

YUMA COUNTY, ARIZONA

N0°6`41"E

N0°2`33"E

N0°7`11"E N0°4`7"E

N0°

S E

, T

Y U

M A

C O

U N

T Y

E L E

C T

R A

N S

F O

R M

L L P

U M

P I R

R P

N0°11`27"E

°5

T S

S °5

W E

L L P

U M

P I R

R P

C T

R A

N S

F O

R M

C T

R A

N S

F O

R M

E R

°7

°4

°1

S89°59`56"W

PI 1021+15.17

0°16'25"

PI 1027+68.75

-1°32'25"

PI 1030+93.96

-0°04'08"

PI 1034+19.46

0°04'38"

PI 1037+23.30

-0°03'04"

PI 1040+21.27

0°16'53"

PI 1045+60.44

0°00'41"

PI 1049+10.97

0°00'11" 5/5

APS 7/14

5/5H1 5/5H2 5/5H3 5/5H4 5/5H5 5/5H6 5/5H7 5/5H8 5/5H9 5/5H10 5/5H11 5/5H12

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

SCALE:

C A E

ELECTRICAL ENGINEERING MANAGER D

N R

E F.

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

4025 GLA-GIV

STEVE ROCK DENE M. CLAIR

ALIGNMENT "H"

RULING

SPAN

STRUCTURE NUMBER OGW

NESC

211.7 5/5 5/5H1

FROM TO TMAX

277.4 5/5H1 5/5H3 1150 1650

331.3 5/5H3 5/5H8 1250 1800

NOTES:

ALIGNMENT "A"

OCTOBER 26, 2016

NESC LIGHT LOADING

COND.-1/0, ACSR, 6/1, "RAVEN"

CURVE SHOWN AT 176°F, FINAL CONDITIONS

OGW - 3/8-INCH, HS, 7-STRAND STEEL

CURVE SHOWN AT 30°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 19.5 FT. (MINIMUM)

MAXIMUM DESIGN OPERATING TEMP. = 176°F

STRUCTURE SPOTTING BY PLS-CADD

CONDUCTOR

NESC TMAX

APS 7/14

PHASING PHASING

LOOKING

STR. NO.

OGW

B A

B A C

STR. NO.

LOOKING NORTH

PHASING

OGW

5/5H1

LOOKING

PHASING

OGW

C A B

STR. NO.

LOOKING WEST

PHASING

OGW

PHASING

AHEAD

LLS

OGW

B C

C A B

STR. NO.

PHASING

2. STRUCTURE NO. 5/5H12 CONTAINS SURGE ARRESTERS AND

FUSED CUTOUTS MOUNTED ON A CROSSARM AND POLE

MOUNTED TRANSFORMERS. REFERENCE DRAWING GLA-GIV 1011.

3. STRUCTURE NO. 5/5H1 CONTAINS FUSED CUTOUTS TO TAKE

THE ALIGNMENT "H" CONDUCTORS OUT OF SERVICE.

REFERENCE DRAWING GLA-GIV 1010.

1. STRUCTURE NO. 5/5H9 CONTAINS SURGE ARRESTERS AND

FUSED CUTOUTS MOUNTED ON A CROSSARM AND POLE

MOUNTED TRANSFORMERS. REFERENCE DRAWING GLA-GIV 1014.

187.9 5/5H8 5/5H9 200 250

349.8 5/5H9 5/5H12 1200 1700

5/5H2

AHEAD

PHASING

LOOKING

AHEAD

B A C

STR. NO.

AHEAD

LOOKING

B A C

STR. NO.

AHEAD

(AH)

5/5

STR. NO.

(BK)

OGW

(BK)

LOOKING WEST

5/5H12

5/5H9

LOOKING

ALIGNMENT "H" NORTH ALIGNMENT "H" WEST

COND.-477 KCMIL, ACSR, 26/7, "HAWK" (5/5 TO 5/5H1)

CURVE SHOWN AT 176°F, FINAL CONDITIONS

5/5H5 5/5H6

5/5H10

5/5H13

5/5H8

5/5H7

ALIGNMENT "H" EAST

SEE DRAWING

GIL-GIV 4026

5/5H9

ALIGNMENT "H" NORTH ALIGNMENT "H" WEST

SHEET 15

ARIZONA

PLAN & PROFILE

G L A

R O

J E

C T

S \T

R A

N S

N L

E S

A G

V A

L L E

Y .2

L S

C A

D D

\X Y

L A

O J

E C

T L

E D

L T

T E

A L

I…

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File details come from the government source that posted it. Updated Nov 14, 2017.