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GILA-GILA VALLEY 34.5KV
TRANSMISSION LINE REBUILD
ARIZONA
SECTION C
DESCRIPTION/SPECIFICATIONS
Spec. No. 787
Looking East toward Gila Substation
GILA-GILA VALLEY 34.5-KV TRANSMISSION LINE REBUILD
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:
LOCATION MAP:
1. GLA 0015 Rev. B FIO – Gila Substation Location Map (For Information Only)
TRANSMISSION LINE STEEL POLE STRUCTURES:
2. 43-017D 2200 – 017D Pole Structures Outline and Design Loads
3. 43-017N 2200 – 017N Pole Structures Outline and Design Loads
4. 43-017X 2200 – 017X Pole Structures Outline and Design Loads
5. 43-017X 2201 – 017X Modified Steel Pole Structures Outline and Design Loads
6. 43-024W 2200 – Rev. B – 024W Pole Structures Outline and Design Loads
CHM INDUSTRIES, INC. TRANSMISSION LINE STEEL POLE STRUCTURES – SHOP DRAWINGS:
7. 43-017X 2300 – 017X Pole Structure Pole Outline Details
8. 43-017X 2401 – 017X Pole Structure Pole Provision Details
TRANSMISSION LINE SIGNS AND MARKER BALLS:
9. 41 9027 Rev. E – Steel Pole Structures Aerial Patrol Mile Marker and Structure Number Signs Details and
Locations
10. 41 9028 Rev. D – Steel Pole Structures Aerial Patrol Warning Signs Details and Locations
11. 41 9029 Rev. B – Aerial Patrol Warning Signs and Marker Ball Marking Diagrams
TRANSMISSION LINE ELECTRICAL:
12. GLA-GIV 1000 – Material Quantities Map
13. GLA-GIV 1001 – Material Quantities
14. GLA-GIV 1002 – Vibration Dampers
15. 31 1075 Rev. I – Switch Operating and Equipment Platforms – Electrical Design and Details
16. 31 2014 Rev. B – Switch Operating Platforms – Steel Design and Details
PLAN AND PROFILES:
17. GLA-GIV 4010 – Plan and Profile Summary Key Map
18. GLA-GIV 4011 – Plan and Profile Gila Sub to APS Str. 12/17
19. GLA-GIV 4015 – Plan and Profile APS Str. 10/11 to Str. 3/9
20. GLA-GIV 4016 – Plan and Profile Str. 3/9 to Str. 4/10
21. GLA-GIV 4017 – Plan and Profile Str. 4/10 to Str. 5/5
22. GLA-YUT 4054 EI – Plan and Profile Sta. 153+20 to Sta. 211+44 (Existing Installation)
23. GLA-YUT 4055 EI – Plan and Profile Sta. 207+90 to Sta. 262+14 (Existing Installation)
GEOLOGY:
24. GLA-YUT 8000 – Gila-Yuma Tap Distribution Line Location of Boring – Sheet 1
25. GLA-YUT 8003 – Gila-Yuma Tap Distribution Line Log of Boring No. PR09-02
26. GLA-YUT 8004 – Gila-Yuma Tap Distribution Line Log of Boring No. PR09-03
27. GLA-YUT 8005 – Gila-Yuma Tap Distribution Line Log of Boring No. PR09-04 http://www.wapa.gov/business/buys.htm
0/5
0/4
0/3
0/2
4/7
4/7-1N (NOTE 4)
4/7-2N
4/7-3N
4/7-4N
4/7-5N
4/7-6N
4/7-7N
4/7-8N
4/7-1S
4/7-2S
4/7-3S
4/7-4S
5/5-1
5/5-2
5/5-3
5/5-4
5/5-5
5/5-6
5/5-7
5/5-8
5/5-9 (NOTE 4)
0/9-2
0/9-3
0/9-4
0/9-5
0/9-6
0/9-7
0/9-8
0/9-9
0/9-10
0/9-11
0/9-12 (NOTE 5)
0/9-13
0/9-14 0/9-15
2/10-1
2/10-2
2/10-3
2/10-4
2/10-5
2/10-6
2/10-7
2/10-8
2/10-9
3/6-1
3/6-2
3/6-3
3/6-4
3/6-5
ALIGNMENT C
ALIGNMENT D
ALIGNMENT E
ALIGNMENT F
ALIGNMENT G
ALIGNMENT H
ALIGNMENT A
APS 13/2
(EXIST)
D
E
F
H
C
A
G
APS 10/3 (EXIST.)
A R
A B
Y
R
O A
D
A V
E N
U E
C O
L L
E G
E
A
V E
N U
E
A V
E N
O T
O N
D O
R I V
E
A V
E N
24TH STREET
4/7-9N (NOTE 4)
4/7-10N (NOTE 4)
3/6-6
V I E
W
P
A R
K W
A Y
A V
E N
S
A v e n u e
E
24TH STREET
V I S
T A
L
I
N
T
E
R
S
T
A
0/1
(EXIST.)
C A
S T
I L
L
I V
E
GILA-YUMA TAP 4/4
APS 7/14 (EXIST.)
APS 8/7 (EXIST.)
A V
E N
3/63/7 3/83/93/10
3/113/12 3/134/14/2
4/34/4 4/54/64/84/9
4/104/114/125/15/25/35/4
ALIGNMENT B
B
APS 10/15
(EXIST.)
APS 11/1
APS 12/1
GILA TOS
(EXIST.)
APS 13/1
APS 12/16
(EXIST.)
5/5
0/9-1
(NOTE 7)
(NOTE 5)
(NOTE 4)
(NOTE 5)
(NOTE 6)
(NOTE 4)
(NOTE 4)
0/5
0/4
0/3
0/2
ALIGNMENT A
APS 13/2
(EXIST)
A V
E N
0/1
(EXIST.)
GILA TOS
(EXIST.)
(NOTE 7)
2/10-1
2/10-2
2/10-3
2/10-4
2/10-5
2/10-6
2/10-7
2/10-8
2/10-9
ALIGNMENT D
APS 10/15
(EXIST.)
(NOTE 4)
3/6-1
3/6-2
3/6-3
3/6-4
3/6-5
ALIGNMENT E
APS 10/3 (EXIST.)
A V
E N
3/6-6
3/6 3/7
(NOTE 5)
4/7
4/7-1N (NOTE 4)
4/7-2N
4/7-3N
4/7-4N
4/7-5N
4/7-6N
4/7-7N
4/7-8N
ALIGNMENT F
4/7-9N (NOTE 4)
4/7-10N (NOTE 4)
APS 8/7 (EXIST.)
A V
E N
4/64/8
(NOTE 4)
5/5-1
5/5-2
5/5-3
5/5-4
5/5-5
5/5-6
5/5-7
5/5-8
5/5-9 (NOTE 4)
ALIGNMENT H
H
APS 7/14 (EXIST.)
5/45/5
0/9-2
0/9-3
0/9-4
0/9-5
0/9-6
0/9-7
0/9-8
0/9-9
0/9-10
0/9-11
0/9-12 (NOTE 5)
0/9-13
0/9-14 0/9-15
ALIGNMENT C
C
O T
O N
I V
E
C A
S T
I L
I V
E
APS 12/16
(EXIST.)
0/9-1
(NOTE 5)
4/7
4/7-1S
4/7-2S
4/7-3S
4/7-4S
ALIGNMENT G
GILA-YUMA TAP 4/4
APS 8/7 (EXIST.)
4/6 4/8
(NOTE 6)
4/7
4/7-1N (NOTE 4)
4/7-1S
5/5-1
3/6-1
APS 10/3 (EXIST.)
24TH STREET
APS 7/14 (EXIST.)
APS 8/7 (EXIST.)
3/6 3/73/8
3/93/103/11 3/123/134/14/24/3
4/44/54/6 4/84/94/104/114/12
5/15/25/35/4
ALIGNMENT B
B
5/5
(NOTE 4)
(NOTE 4)
CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO
JUNE 6, 2013
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JUNE 6, 2013
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0+00 10+00 20+00 30+00 40+00
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SEC 1,T9S R22W
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UT 34.5-KV
N83°38'02"W
SET 5/8 INCH
W/1.5"AC. ST
CP 51, RLS24
N83°37'45"W
20+00
SEC 1,T9S R22W
APN 1411209002009
YUMA, ARIZONA
D /G
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SEC 2,T9S R22W
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24TH ST.
0+00.00 0°00'00"
0+61.36 46°42'03" 9+78.89
-0°00'51" 14+35.74 -0°01'36"
18+60.25 0°00'17"
22+86.61 0°01'56"
26+15.79 83°31'26"
41+37.97 0°16'05"
0/1
0/1
0/2 0/3 0/3 0/4 0/5 0/5 APS 13/2 APS 12/20 APS 12/19 APS 12/18 APS 12/17
C A
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ELECTRICAL ENGINEERING MANAGER D
E
S
IG
N R
E F.
F
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LS
CENTERLINE
1"=200' HORIZONTAL
1"=40' VERTICAL
SCALE:
APPROVED DESIGNED
NOTES:
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.
RULING
SPAN
STRUCTURE NUMBER "HAWK"
CONDUCTOR
NESC TMAX
OGW
NESC
457.7 0/2 0/3 4800 1940
424.2 0/3 0/4 4800 1940
425.9 0/4 0/5 4800 1940
326 0/5 APS 13/2 4800 1800
FROM TO TMAX
A B C
LOOKING AHEAD
TOS
LOOKING AHEAD
APS 13/2
LOOKING AHEAD
STR NO. 0/1
LOOKING AHEAD
017D, 024W
A
OGW
A B C
PHASING
PHASING
OGW
PHASING
OGW
PHASING
4011 GLA-GIV
SUPERSEDES DWG NO. GLA-GIV 4000-1A (IN PART)
ALIGNMENT "A"
R. M. CLARK DENE M. CLAIR
ALIGNMENT "A"
FUTURE ALIGNMENT
ALIGNMENT "FUTURE"
A B C C
JUNE 6, 2013
B
NESC LIGHT LOADING
COND. - 2/0, 7-STRAND, HD COPPER (TOS TO STR. 0/1)
COND. - 4/0, AAC, 7-STRAND, "OXLIP" (STR. 0/1 TO STR. 0/2)
COND. - 477 KCM, ACSR, 26/7, "HAWK" (STR. 0/2 TO APS 13/2)
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
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO
D E
S
IG
N R
E F.
F
IL
1"=40' VERTICAL
SCALE:
GILA SUB TOS TO APS STR. 12/17
TOS
0+61.36
PI 46°42`03" 0+00
STA -5+00 TO STA 41+38
N88°58`59"W
S89°46`03"W
N83°35`49"W A V
E . 9
APN 1411275900007
APN 1410833003000
S E
C
, T
S R
C
, T
S
R
C
C
SEC 35, T8S R22W
PLAN & PROFILE
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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.
160+00 170+00 180+00 190+00 200+00
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S
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C
S E
C
163+81.02 0°24'48"
166+30.50 -0°12'46"
170+33.53 0°46'09"
174+23.53 -2°11'28"
181+83.90 2°13'06"
186+18.65 -88°31'06"
APS 10/11
APS 10/10
APS 10/10
APS 10/9
APS 10/9 APS 10/8 APS 10/8
APS 10/7
APS 10/7 APS 10/6 APS 10/5 APS 10/5
APS 10/4 APS 10/3
3/6 3/6 3/7 3/8 3/9
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO
D E
S
IG
N R
E F.
F
IL
SCALE:
C A
E
ELECTRICAL ENGINEERING MANAGER D
E
S
IG
N R
E F.
F
IL
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 "FUTURE"
OGW
RULING
SPAN
STRUCTURE NUMBER "HAWK"
CONDUCTOR
NESC TMAX
OGW
NESC
FROM TO TMAX
65 APS 10/3 3/6 3000 1050
ALIGNMENT "B"
B A
OGW
LOOKING AHEAD
APS 10/3
A B C
PHASING
OGW
LOOKING AHEAD
017X
C
PHASING
OGW
LOOKING AHEAD
017N
A B C
PHASING
ALIGNMENT "E"
FUTURE ALIGNMENT
414.2 3/6 4/6 4200 1760
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.
NOTES: ALIGNMENT "B"
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
APS STR. 10/11 TO STR. 3/9
STA 159+35 TO STA 203+51
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
N
N
N
N
N
N
SEC 33,T8S R22W
YUMA COUNTY, ARIZONA
A R
A B
Y
SEC 4,T9S R22W
A P
N
SEC 32,T8S R22W
SEC 4,T9S R22W SEC 5,T9S R22W
A P
N
APN 1411213001025
P
N
PLAN & PROFILE
G L
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S \T
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\P
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C A
D D
\X Y
Z
G L A
G
IV
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
"E" TAP
210+00 220+00 230+00 240+00 250+00
P I
°1
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400 450 440 184 171
355 355
434 435
P I
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A
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544 400
50+00
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S89°58`31"W
250+00 P
W A
P A
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SEC 6, T9S, R22W
S89°54`26"W
240+89.24 0°16'09"
247+10.68 -0°07'03"
3/9 3/10 3/11 3/12 3/13 4/1 4/2 4/3 4/4 4/5 4/6 4/7 4/7 4/8 4/9 4/9 4/10
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO
D E
S
IG
N R
E F.
F
IL
SCALE:
C A
E
ELECTRICAL ENGINEERING MANAGER D
E
S
IG
N R
E F.
F
IL
1"=40' VERTICAL
SCALE:
APPROVED DESIGNED
RULING
SPAN
STRUCTURE NUMBER "HAWK"
CONDUCTOR
NESC TMAX FROM TO
414.2 3/6 4/6 4200 1760
434.6 4/6 4/7 4200 1760
421.6 4/7 5/5 4400 1825
OGW
NESC
TMAX
4016 GLA-GIV
SUPERSEDES DWG NO. GLA-GIV 4001C (IN PART)
R. M. CLARK DENE M. CLAIR
ALIGNMENT "B"
AND GLA-GIV 4002A (IN PART)
ALIGNMENT "B"
PHASING
A C B
LOOKING SOUTH
ALIGNMENT "G" TAP
PHASING
C
017X
LOOKING AHEAD
OGW
A B
PHASING
C B A
017N, 024W
LOOKING AHEAD
OGW
ALIGNMENT "F"
ALIGNMENT "G"
72.2 4/7 APS 8/7 3500 1200 JUNE 6, 2013
PHASING
LOOKING NORTH
ALIGNMENT "F" TAP
STR. NO. 4/7-1S
NOTES:
1. STR. NO. 3/13 AND STR. NO. 4/9 EACH CONTAIN THREE
SURGE ARRESTERS, THREE FUSED CUTOUTS, THREE
34.5-KV/440-V TRANSFORMERS, AND ONE CONDUIT.
THE 440-V CONDUCTORS FROM THE SECONDARY SIDE OF
THE TRANSFORMERS FEED USBR PUMPS. WESTERN
2. 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.
MAINTAINS ALL EQUIPMENT ON THE PRIMARY SIDE OF THE
TRANSFORMERS AND USBR MAINTAINS ALL EQUIPMENT
ON THE SECONDARY SIDE OF TRANSFORMERS.
A C B
APS 8/7
69-KV
APS
NESC LIGHT LOADING
COND.-477 KCM, ACSR, 26/7, "HAWK"
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
STR. 3/9 TO STR. 4/10
ALIGNMENT
"G" TAP
STA 200+04 TO STA 256+20
S89°45`20"W N89°58`31"W S89°54`26"W
SEC 32,T8S R22W
SEC 5,T9S R22W
APN 1411213001025
APN 1411213001025
A P
N
APN 1411213001025
P
N
APN 1411214029048 SEC 5 T9S R22W
SEC31 T8S R22W
SEC32 T8S R22W
ALIGNMENT
"F" TAP
4/7-1S
APS 8/7
ARIZONA
PLAN & PROFILE
G L
A
G
IV
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SYSTEM, WEST ZONE, NAD83 DATUM.
UNITS ARE IN US SURVEY FEET.
34.5-KV TRANSMISSION LINE
GILA-GILA VALLEY
CONSTRUCTED FOR 69-KV OPERATION.
260+00 270+00 280+00 290+00 300+00
P I
°1
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260+00
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280+00270+00
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256+54.93 0°16'10"
260+56.13 -0°30'44"
265+53.22 0°17'44"
4/10 4/11 4/11 4/12 4/12 5/1
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO
D E
S
IG
N R
E F.
F
IL
SCALE:
C A
E
ELECTRICAL ENGINEERING MANAGER D
E
S
IG
N R
E F.
F
IL
1"=40' VERTICAL
SCALE:
APPROVED DESIGNED
RULING
SPAN
STRUCTURE NUMBER "HAWK"
CONDUCTOR
NESC TMAX FROM TO
421.6 4/7 5/5 4400 1825
OGW
NESC
TMAX
4017 GLA-GIV
SUPERSEDES DWG NO. GLA-GIV 4002A (IN PART)
R. M. CLARK DENE M. CLAIR
ALIGNMENT "B"
ALIGNMENT "B"
PHASING
C B A
017N
LOOKING AHEAD
OGW
PHASING
C
017X
LOOKING AHEAD
OGW
A B
ALIGNMENT "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.
NOTES:
JUNE 6, 2013
NESC LIGHT LOADING
COND.-477 KCM, ACSR, 26/7, "HAWK"
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
PHASING
LOOKING NORTH
ALIGNMENT "H" TAP
A C B
APS 7/14
69-KV
APS
STR. 4/10 TO STR. 5/5
ALIGNMENT
"H" TAP
STA 252+55 TO STA 304+71
S89°54`26"W N89°49`25"W S89°39`51"W S89°57`35"W
SEC 31,T8S R22W
APN 1410829001003
APN 1411214073009 APN 1411214029039
SEC32 T8S R22W
SEC 6 T9S R22W
YUMA COUNTY, ARIZONA
ARIZONA
PLAN & PROFILE
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SYSTEM, WEST ZONE, NAD83 DATUM.
UNITS ARE IN US SURVEY FEET.
34.5-KV TRANSMISSION LINE
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APS
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160+00 170+00 180+00 190+00 200+00 210+00
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S E
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YUMA COUNTY
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2/12 2/13 3/1 3/2 3/3 3/4 3/5 3/6 3/7 3/8 3/9 3/10 3/10T 3/11 3/12
PHASING
A B C
LOOKING AHEAD
STR NO. 3/11
C B A
LOOKING AHEAD
PHASING
STR. NO. 3/10T
RULING
SPAN
STRUCTURE
NUMBER
CONDUCTOR
NESC TMAX
OGW
FROM TO
OPGW
NESC
TMAX
NESC
TMAX
392.6 0/2 3/11 4800 3300
190.2 3/10T 3/11 1000
GILA-GILA VALLEY
A B C
GILA-
GILA
VALLEY
SUPERSEDES DWG NO. GLA-YUT 4001-1A
AND 4001-2A (IN PART).
773.5 3/11 4/4 5400 3650
PHASING
LOOKING AHEAD
STR NO. 3/12
C
B
A
C
B
A
GILA-GILA
VALLEY
GILA-YUMA
TAP
SEE
DETAIL
"A"
DETAIL "A"
GILA GILA VALLEY CIRCUIT ONLY
JUMPER &
SLACK SPAN
PUMP DROP 1
NTS
PISTOL
GRIP
POLYMER
INSULATOR
STR. NO. 3/11
POST
INSULATOR
PORCELAIN
DEADEND
NEW 477 KCMIL
MARCH 22, 2012
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
1"=40' VERTICAL
SCALE:
APPROVED DESIGNED
GILA-YUMA TAP
34.5-KV TRANSMISSION LINE
ARIZONA
PLAN & PROFILE
GLA-YUT
ROSS CLARK DENE CLAIR
A R
A B
Y R
D
P U
M P
D R
O
DOUBLE CIRCUIT
GILA-GILA VALLEY
34.5-KV SPUR
(INSULATED
FOR 69-KV)
SEE DRAWING
GLA-GIV 4022
STA 153+20 TO STA 211+44
G L
A
Y U
T
.X
NESC LIGHT LOADING
COND. - 477 KCM, 24/7, "FLICKER"
CURVE SHOWN AT 176°F, FINAL CONDITIONS
OGW - 1/2-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
COORDINATES AND BEARINGS ARE BASED
ON THE ARIZONA STATE PLAN COORDINATE
SYSTEM, WEST ZONE, NAD83 DATUM.
UNITS ARE IN US SURVEY FEET.
CONSTRUCTED FOR 69-KV OPERATION.
S :\P
R O
JE
C
T S
\T R
A N
S M
IS
S
IO
N
L
IN
E S
\G
IL
A
Y U
M A
T A
P .R
E C
O N
S T
R U
C T
IO
N
.2
\P L
S C
A D
D \X
Y Z
\G L
A
Y U
T
AS BUILT
NOTE:
SEE DRAWING GLA-YUT 1000 FOR MATERIAL QUANTITIES.
lampman
EXISTING INSTALLATION
210+00 220+00 230+00 240+00 250+00 260+00
P I
°2
'4
G
U G
G A
S
G A
S L
IN
E
X
C P
O
R H
O T
T A
P B
IR
D
D
IV
E R
T E
R
N A
L E
D
N A
L E
D
D D
IV
E
R T
E R
. A
V E
X
A
X
A
X
A
X
A
Z
A
X
A
X
A
X
A
870 780
735 395 310
ORANGE
MARKER
BALLS RIGHT
TURN
ARROW B
IV
E R
T E
I -6
°2
'4
S T
-O
-W F
E N
C
A
X
A
N
A
360 417
-O
-W F
E N
250+00 240+00 230+00 220+00 210+00 S89°56'59"W
E
T9S, R22W, SEC 5
YUMA COUNTY
G
U G
G A
S
2+
G
A S
L I N
E X
IN
G
0°
T O
C /L
M
IS
C P
O L
E
O F
F
-2
.4
C P
C
P
M
IS
C P
O L
E
O F
F
-2
.8
M
IS
C P
O L
E
O F
F
-3
.6
M
IS
C P
O L
E
O F
F
.7
M
IS
C P
O L
E
O F
F
.8
A T
T A
C H
P O
L E
F
O R
H O
T T
A P
C A
N A
L E
D G
E
7+
C A
N A
L E
D G
E
7+
,S
A
V E
E
E D
G E
C O
N C
D
IT
C
H
S T
LT
4/4T
260+00 N66°33'12"W
M
IS
C P
O L
E
O F
F
-3
.6
IP
O F
F
-1
.3
R -O
-W F
E N
C E
R -O
-W F
E N
C E
R O
W
S T
LT
260+00
R -O
-W F
E N
C E
R -O
-W F
E N
C E
R -O
-W F
E N
C E
253+38.07 23°29'49"
253+38.07 23°29'49"
261+13.88 -66°27'41"
3/12 4/1 4/2 4/3 4/4 4/5 4/6 4/7 4/8 4/8 4/9 4/10
LOOKING AHEAD
STR NO. 3/12
C
B
A
C
B
A
PHASING
RULING
SPAN
STRUCTURE
NUMBER CONDUCTOR
NESC TMAX
OPGW
NESC
TMAX
OGW
NESC
TMAX FROM TO
773.5 3/11 4/4 5400 3650
369.6 4/4 4/10 4750 3300
GILA-GILA
VALLEY
PHASING
A B C
LOOKING AHEAD
STR NO. 4/4
A B C
GILA-
GILA
VALLEY
PHASING
B C
A
STR NO. 4/5
LOOKING AHEAD
GILA-YUMA
TAP
SUPERSEDES DWG NO. GLA-YUT 4001-2A
AND 4002-1A (IN PART).
PHASING PHASING
A B C
LOOKING AHEAD
STR NO. 4/8
B C
A
STR NO. 4/9
LOOKING AHEAD
PHASING
A B C
LOOKING AHEAD
STR NO. 4/10
SEE
DETAIL
"B"
DETAIL "B"
GILA GILA VALLEY CIRCUIT ONLY
JUMPER
PARALLEL
NTS
GRIP
PORCELAIN
INSULATOR
STR. NO. 4/4
POLYMER
INSULATOR
NEW
GROVE
477 KCMIL
CONNECTOR
PISTOL
EXIST.
COND.
MARCH 22, 2012
PUMP DROP NO. 2
2 4 3 5
A PHASE
B PHASE
C PHASE
1. PG CLAMP 3/0 TO 477 ALCF-483.2P
2. 3/0 SUSPENSION CAMP HAS-85-N
3. CHAIN LINK LK-30
4. 3/4" X 4" BENT BOLT YBC-30
5. 69-KV INSULATOR Y-EYE OB-S025023-S200
6. SUSPENSION CLAMP 477 HAS-104-N
STR 4/3 WELL TAP
DETAIL "C"
NTS
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
1"=40' VERTICAL
SCALE:
APPROVED DESIGNED
GILA-YUMA TAP
34.5-KV TRANSMISSION LINE
ARIZONA
PLAN & PROFILE
GLA-YUT
ROSS CLARK DENE CLAIR
DOUBLE CIRCUIT
GILA-GILA VALLEY 34.5-KV SPUR
(INSULATED FOR 69-KV)
SEE DRAWING
GLA-GIV 4022
P U
M P
D R
O
E D
E T
A
IL
C
A
O
B E
R E
M O
V E
D
INTERSTATE 8
ORANGE
MARKER
BALLS
RIGHT
TURN
ARROW
STA 207+90 TO STA 262+14
G L
A
Y U
T
.X
NESC LIGHT LOADING
COND. - 477 KCM, 24/7, "FLICKER"
CURVE SHOWN AT 176°F, FINAL CONDITIONS
OGW - 1/2-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
COORDINATES AND BEARINGS ARE BASED
ON THE ARIZONA STATE PLAN COORDINATE
SYSTEM, WEST ZONE, NAD83 DATUM.
UNITS ARE IN US SURVEY FEET.
CONSTRUCTED FOR 69-KV OPERATION.
S :\P
R O
JE
C
T S
\T R
A N
S M
IS
S
IO
N
L
IN
E S
\G
IL
A
Y U
M A
T A
P .R
E C
O N
S T
R U
C T
IO
N
.2
\P L
S C
A D
D \X
Y Z
\G L
A
Y U
T
AS BUILT
NOTE:
SEE DRAWING GLA-YUT 1000 FOR MATERIAL QUANTITIES.
lampman
EXISTING INSTALLATION
| gla_0015b |
| 43_017_d_2200 |
| 43_017_n_2200 |
| 43_017_x_2200 |
| 43_017_x_2201 |
| 43_024_w_2200b |
| 43_017_x_2300 |
| 43_017_x_2401 |
| 41_9027e |
| 41_9028d |
| 41_9029b |
| gla_giv_1000 |
| gla_giv_1001 |
| gla_giv_1002 |
| 31_1075i |
| 31_2014b |
| gla_giv_4010 |
| gla_giv_4011 |
| gla_giv_4015 |
| gla_giv_4016 |
| gla_giv_4017 |
| gla_yut_4054_ei |
| gla_yut_4055_ei |
| gla_yut_8000 |
| gla_yut_8003 |
| gla_yut_8004 |
| gla_yut_8005 |
File details come from the government source that posted it. Updated .