21._Attachment_B_-_Drawings_-_Goshen_-_Torrington_69kV_to_115kV_Upgrade.pdf

7 January 2016

Attachment B

Goshen – Torrington 69kV – 115kV Transmission Line Upgrade Project Drawings

DE-SOL-0009344

PROJECT DRAWINGS

GOSHEN – TORRINGTON

69-KV – 115-KV TRANSMISSION LINE

UPGRADE

EXISTING LINE NEAR STRUCTURES 19/2 THRU 19/7

WYOMING

SECTION C

DESCRIPTION/SPECIFICATIONS

Spec. No. 862

GOSHEN – TORRINGTON 69-KV to115-KV TRANSMISSION LINE UPGRADE

15-1

A. GENERAL:

CONSTRUCTION STANDARD DRAWINGS: A complete set of standard drawings are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx. 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:

TRANSMISSION LINE LOCATION MAP:

1. GOS-TO 4100 – Drawing Summary and Location Map

TRANSMISSION LINE PLAN AND PROFILES:

2. TO-WLC 4017 Rev. A – Station 1504+00 to Station 1559+00 (Existing Installation)

3. TO-WLC 4018 – Station 1549+00 to Station 1599+81.18 (Existing Installation)

4. TO-WLC 4019 – Station 1599+81.18 to Station 1657+00 (Existing Installation)

5. TO-WLC 4020 – Station 1652+00 to Station 1702+00 (Existing Installation)

6. TO-WLC 4021 – Station 1697+00 to Station 1757+00 (Existing Installation)

7. TO-WLC 4022 Rev. A – Station 1747+00 to Station 1802+05 (Existing Installation)

8. TO-WLC 4023-1 – Station 1793+90 to Station 1815+00 (Existing Installation)

9. TO-WLC 4023 – Station 1802+05 to Station 1842+75.18 (Existing Installation)

10. TO-WLC 4024 – Station 1842+75.18 to Station 1858+39.69 (Existing Installation)

11. GOS – TO 4101 – Str GOS TO to Str 14/9

12. GOS – TO 4102 – Str 14/9 to Str 15/8

13. GOS – TO 4103 – Str 15/8 to Str 16/9

14. GOS – TO 4104 – Str 16/9 to Str 17/6

15. GOS – TO 4105 – Str 17/7 to Str 18/7

16. GOS – TO 4106 – Str 18/7 to Str 19/7

17. GOS – TO 4107 – Str 19/7 to Str 20/2

18. GOS – TO 4108 – Str 20/3 to Str TO TOS

TRANSMISSION LINE ELECTRICAL:

19. GOS-TO 1003 – Material Quantities

20. GOS-TO 1006 – Conductor Weights

TRANSMISSION LINE STEEL AND LIGHT DUTY STEEL POLE STRUCTURES:

21. 41 6115 Rev. B – Tangent Suspension Structure, Type SS-1 69 and 115kV

22. GOS-TO 1007 – Tangent Structures, Type Delta

23. 43 O12R 2300 – Valmont Dwg No. 211338Z (Informational Drawings)

24. 43 O12R 2400 – Valmont Dwg No. 211338A Page 1 of 2 (Informational Drawings)

25. 43 O12R 2401 – Valmont Dwg No. 211338A Page 2 of 2 (Informational Drawings)

26. 43-161N 2200 – Outline and Design Loads, Type 161N

27. 41 2701 Rev. A – Fall Protection Anchorage Plates, Steel Pole Structures and Lattice Towers

28. 43 2210 Rev. I - Maintenance Provisions – Details, Steel Pole Structures

29. 43 2217 – Maintenance Provisions – Details, Light Duty Steel Pole Structures

30. 41 9027-2 –Structure Number Signs, Steel Pole Structures

TRANSMISSION LINE WOOD POLE STRUCTURES:

31. 41 6115 Rev. B – Tangent Suspension Structure, Type SS-1 69 and 115kV

SWITCH STRUCTURES ELECTRICAL:

32. LTG 1000 – Arrangement Plan

33. 41 1034 – Grounding Details

SWITCH STRUCTURES FOUNDATIONS:

34. LTG 2300 – Foundation and Outline and Reinforcement

SWITCH STRUCTURES STEEL:

35. LTG 2600 – 115KV 3-Way Box Structure Plans, Design Loads, and Notes

36. LTG 2601 – Elevations

37. LTG 2602 – Assemblies and Connections

38. LTG 2603 – Assemblies and Connections

39. LTG 2604 – Anchor Bolts

40. LTG 2925 – Switch Operating Platforms Steel Design and Details

STRINGING REQUIREMENTS:

41. GOS-TO 1008 – Stringing Chart

42. GOS-TO 1009 – Stringing Chart

43. GOS-TO 1010 – Stringing Chart

44. GOS-TO 1011 – Stringing Chart

GEOLOGY:

45. GS-LIM 8003 – Geologic and Exploration Location Map

46. GS-LIM 8004 – Geologic and Exploration Location Map

47. GS-LIM 8056 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-49

48. GS-LIM 8057 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-50

49. GS-LIM 8058 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-51

50. GS-LIM 8059 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-52

51. GS-LIM 8060 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-53

52. GS-LIM 8061 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-54

53. GS-LIM 8062 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-55

54. GS-LIM 8063 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-56

55. GS-LIM 8064 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-57

GOSHEN – TORRINGTON 69-KV to115-KV TRANSMISSION LINE UPGRADE

15-2

56. GS-LIM 8065 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-58

57. GS-LIM 8066 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-59

58. GS-LIM 8067 – Subsurface Exploration Penetration Resistance and Log, Bore Hole 90-60

Following is a partial list of standard drawings that will be needed for this specification. The standard drawings are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx

31 1000 Rev. D – Substation Standards, Identification and Security Signs 31 1075 Rev. J – Substation Standards, Switch Operating and Equipment Platforms, Electrical Design and Details 31 1500 Rev. B – Substation Standards, Grounding Plans, Typical Components 41 1012 Rev. C – Grounding Details, Wood Pole Structures 41 1015 Rev. K – Grounding Details, Weathering Steel and Concrete Pole Structures 41 1018 Rev. C – Overhead Ground Wire Assemblies for Steel and Concrete Pole Structures 41 1019 Rev. D – Overhead Ground Wire Assemblies for Wood Pole Structures 41 1020 Rev. B – Suspension Insulator Assemblies, Single String 41 1022 Rev. B – Tension Insulator Assemblies, Single Sting 41 1024 Rev. A – Horizontal Post Insulator Assemblies 41 6106 Rev. B – Douglas Fir Poles – Drilling Details 41 9004 Rev. E – Aerial Patrol Mile Marker and Structure Number Signs, Wood Pole Structures 43 2206 Rev. H – Maintenance Provisions, Outlines, Steel Pole Structures

9 7 10

20 21 19 22

27 30 28

32 33

10 11

13 16

23 21

32 33 34 35

S E

C T

IO

N

T

N

R

W

S E

C T

IO

N

C T

IO

N

C T

IO

N

C T

IO

N

C T

IO

N

C T

IO

N

SECTION 29

SECTION 20

SECTION 30

SECTION 19

SECTION 30

SECTION 19

S E

C T

IO

N

N

R

C T

IO

N

C T

IO

N

SECTION 24

SECTION 13 SECTION 24

SECTION 13

S E

C T

IO

N

C T

IO

N

SECTION 15

SECTION 10

SECTION 15

SECTION 10

S E

C T

IO

N

C T

IO

N

C T

IO

N

C T

IO

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

P

LS

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

HENRY

TORRINGTON

GOSHEN COUNTY SUBSTATION

HENRY

D J-S

G

L-TO

L Y

-T O

WLC-GOS

SR 154

SR 156

S R

US HWY 26

U S H

W Y 8

GOS-TO

W Y

O M

IN

B R

A S

K A

TORRINGTON

SUBSTATION

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

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IN

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\G O

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T

O R

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IN

G T

O N

.2 \P

L S

C A

D D

\X Y

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O S

-T O

R B

L D

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D D

P R

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C T

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IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:5

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

R

O

S -T

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B L D

.X

Y

DRAWING SUMMARY & LOCATION MAP

N

R

N R

GOSHEN COUNTY, WYOMING

SCALE 1 INCH = 1/2 MILE

GOSHEN COUNTY

SUBST

DJ-SG

230-KV 13/12

15/5

15/6

19/7

20/6

LY-TO

115-KV

TORRINGTON

SUBST

GOS-TO 4101

GOS TO TOS - 14/9

GOS-TO 4102

14/9 - 15/8

GOS-TO 4103

15/8 - 16/9

GOS-TO 4104

16/9 - 17/6

GOS-TO 4105

17/7 - 18/7

GOS-TO 4106

18/7 - 19/7

GOS-TO 4107

19/7 - 20/2

GOS-TO 4108

20/3 - TO TOS

BEGIN DBL CKT W/

CITY OF TORRINGTON

GENERAL NOTES

1. SCALES SHOWN ARE ACCURATE FOR 22"X34" SHEET SIZE ONLY.

2. STRUCTURE LOCATIONS SHOWN ARE PROPOSED LOCATIONS AFTER

WORK HAS BEEN COMPLETED.

3. THE GOSHEN-TORRINGTON (GOS-TO) 115-KV LINE IS AN UPGRADE FROM THE

GERING-WILDCAT-TORRINGTON-LINGLE-LIMESTONE (GS-WLC-TO-L-LIM) 34.5-KV

AT 69-KV) T-LINE. WITH THE CONSTRUCTION OF THE GOSHEN COUNTY SUBSTATION,

THE WLC-TO LINE SECTION, STRUCTURES NUMBERED 0/1 TO 20/5, BECOMES THE

WILDCAT-GOSHEN (WLC-GOS) 34.5-KV T-LINE, AND THE GOS-TO 115-KV LINE. THE

GOSHEN COUNTY SUBSTATION IS LOCATED BETWEEN STRUCTURES 13/11 IN THE

WLC-GO 34.5-KV LINE AND 13/12 IN THE GOS-TO 115-KV LINE. THE GOS-TO LINE

STATIONING AND STRUCTURE NUMBERS REMAIN THE SAME, STARTING WITH 13/12

AT GOSHEN.

THE GOS-TO 115-KV LINE AND THE LYMAN-TORRINGTON (LY-TO) 115-KV LINE COME

TOGETHER AT A HORIZONTAL THREE LINE SWITCH STRUCTURE OUTSIDE THE

TORRINGTON SUBSTATION WITH THE LOAD LINE INTO THE TORRINGTON SUBSTATION.

PROJECT SUMMARY

1. NESC 250B: 0° F + 0.5" ICE + 4 PSF WIND (HEAVY)

2. NESC 250C: 60° F + 0" ICE + 100 MPH WIND

3. RIME ICE: 30° F + 1.5" ICE + 4 PSF WIND

4. CONDUCTOR: 477KCMIL, 26/7 ACSR (HAWK)

5. OGW: 3/8-INCH - 7 STRAND HIGH STRENGTH STEEL

6. SINGLE WOOD POLES W/ POLYMER POST INSULATORS

7. SINGLE STEEL POLES W/ PORCELAIN INSULATOR SUSPENSION

AND TENSION STRINGS

LOCATION MAP

N.T.S.

REFERENCE DRAWINGS

GROUNDING DETAILS - WOOD POLE STRUCTURES

GROUNDING DETAILS - WEATHERING STEEL &

CONCRETE POLE STRUCTURES

OVERHEAD GROUND WIRE ASSEMBLIES FOR STEEL

& CONCRETE POLE STRUCTURES

OVERHEAD GROUND WIRE ASSEMBLIES

WOOD POLE STRUCTURES

SUSPENSION INSULATOR ASSEMBLIES

SINGLE STRING

TENSION INSULATOR ASSEMBLIES

SINGLE STRING

HORIZONTAL POST INSULATOR ASSEMBLIES

TANGENT SUSPENSION STRUCTURE - TYPE SS-1

STEEL POLE STRUCTURE - TYPE 161N-40

115-KV 3-WAY SWITCH STRUCTURE

CONDUCTOR WEIGHTS

TANGENT SUSPENSION STRUCTURE

TYPE DELTA

STRINGING CHART

STRINGING CHART

STRINGING CHART

STRINGING CHART

ABBREVIATIONS

COT

GOS

TO

AH

ATT

B/T

BK

BP

BTM

CNTR

CONC

COND

DBL CKT

DE

(DE)

EA

GL

HWY

MDL

MRW

OGW

POLY

PORC

STA

STR

TOS

WLDSTL

WSTL

WT

WTS

Ø

CITY OF TORRINGTON

GOSHEN

TORRINGTON

AHEAD

ATTACHMENT

BETWEEN

BACK

BASE PLATE

BOTTOM

CENTER

CONCRETE

CONDUCTOR

DOUBLE CIRCUIT

DEAD END

DIRECT EMBED

EACH

GLUED LAMINATED WOOD POLE

HIGHWAY

MIDDLE

MAKE-READY-WORK

OVERHEAD GROUND WIRE

POLYMER

PORCELAIN

STATION

STRUCTURE

TAKE OFF STRUCTURE

WEATHERING LIGHT DUTY STEEL

WEATHERING STEEL

WEIGHT

WEIGHTS

POUND

PHASE

41 1012

41 1015

41 1018

41 1019

41 1020

41 1022 41 1024 41 6115 43 161N

LTG 2600

GOS-TO 1006

GOS-TO 1007

GOS-TO 1008

GOS-TO 1009

GOS-TO 1010

GOS-TO 1011

PHONE NUMBERS

SHERIFF:

GOSHEN COUNTY

HOSPITAL:

TORRINGTON

AIR LIFE:

NATIONWIDE

INFORMATION:

ROAD/WEATHER

307.532.4026

307.532.4181

800.332.4923

307.777.4321

JANUARY 6, 2016

EXISTING INSTALLATION

EXISTING INTALLATION

1800+00 1810+00

P I

°0

'0

P I

°5

'4

/1

S U

N N

Y

:3

/2

S U

N N

Y

E E

L

E E

L

/3

X

/3

S

-1

S U

N N

Y

-S

A

.9

.5

/2

-S

A

.1

.7

/3

-S

A

.8

.3

/4

T

-7

A

.1

.2

P I -0

°3

'5

E X

/4

-2

-0

R

D C

IR

C

IT

/4

-2

-0

R D

C

IR

C

C /L

B R

ID

G

E

F

/5

T

-8

A

.9

I

°0

'0

E X

/5

-0

S D

C

IR

C

/5

S U

N N

Y

:0

/6

-0

S D

C

IR

C

/6

B M

\4

/7

/6

T

-6

A

.4

/7

T

-3

A

PT 124+77.96

PI 131+74.41

PC 122+76.30

4097.56

GOVR 19

33+06.40

A L

U M

W A

P

E E

L

IN

E

T

R E

E L

IN

E

PT 124+77.96

PI 123+77.37

125+00

130+00

TS 131+07.69

SC 132+07.69

PI 131+74.41

N

Â

º 4 ' 1

. 2

" E

PC 122+76.30

4096.50

4097.56 OVR 18

GOVR 19

SC 132+07.69

C S 1

34+01.2

PI 133+06.40 S

T 1

34+01.2

T S 1

34+01.3

C

+7 6.

1'

1.

8"

OVR 18

E X

G N

D

/L

L E

H E

IG

H

T

IM

A T

D

125+00

130+00

+07.69

2+07.69

4096.50

GOVR 18

2+07.69

C S 134+01.24

S T 1

34+01.25

T S 1

34+01.35

C

+76 .3

5 1

+0

0 CS 139+72.57

140+00

ST 140+72.57

PI 140+06.05

POT 143+48.38

S

Â

º 3 ' 3

.5

" W

GOVR 18

A L

U M

W A

P

L E

H E

IG

T

IM

A T

7\

/W

1796+70.00 0°00'00"

1801+83.17 0°55'46"

1801+83.17 0°55'46"

1804+99.90 -0°39'58"

1804+99.90 -0°39'58"

1808+39.33 0°00'00"

19/1 19/2 19/3 19/4 19/4 19/5 19/5 19/6 19/7

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

313 16/13 19/4 5332

19/5 19/6 5390 19/6 19/7 5328

3569 FEBRUARY 6, 2012 4023-1

SUPERSEDES DWG NO. TO-WLC 4023 (IN PART).

19/4 19/5 5324 3552

CENTERLINE

1"=200' HORIZONTAL

1"=40' VERTICAL

SCALE:

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

APPROVED DESIGNED

TORRINGTON - WILDCAT

69-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

TO-WLC

ROSS CLARK

ELECTRICAL ENGINEERING MANAGER

JOSH ROSS

/7

/2

, S :\P

R O

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T S

\T R

A N

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D C

A T

B R

ID

G

E .2

\P

L S

C A

D D

\X Y

Z \T

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W L

C

_W

LC

_9

0.

X

1793+90 TO 1815+00

NESC HEAVY LOADING

COND - 477 KCMIL, ACSR, 26/7, STANDARD STRENGTH, "HAWK"

CURVE SHOWN AT 176°F, FINAL CONDITIONS

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

CURVE SHOWN AT 0°F, INITIAL CONDITIONS

DESIGN RULING SPAN VARIES

GROUND CLEARANCE = 22` MINIMUM

MAXIMUM DESIGN OPERATING TEMP = 176°F

STRUCTURE SPOTTING BY PLS-CADD

COORDINATES AND BEARINGS ARE BASED

ON THE WYOMING STATE PLAN COORDINATE

SYSTEM, EAST ZONE, NAD83 DATUM.

UNITS ARE IN US SURVEY FEET.

plathrop Typewritten Text

EXISTING INSTALLATION

plathrop Typewritten Text plathrop Line plathrop Line

1510+00 1520+00 1530+00 1540+00 1550+00

P I °0

'0

P I °3

'0

P I °3

'0

P I -4

°2 '4

359 395 399

DJ-SG 230KV

OGW

DJ-SG 230KV

COND

P I -4

°2 '4

300 321 320 319 320 320 319 326 314 315

-1

-1

-1

-1

/1

109/1B

EX-13/13 13/13

EX-13/12

109/2

13/12

S E

C T

IO

N

S E

C T

IO

N

TOS

STA=1510+28

TO BE COMPLETED W/

GOSHEN SUBST PROJ

VERIFY 10 BELLS IN

EACH TENSION STRING

TOS

13/12

STA=1513+86

TO BE COMPLETED W/

GOSHEN SUBST PROJ

60-ST-1 GL

VERIFY 8 BELLS IN

EACH TENSION STRING

13/12

13/13

STA=1517+45

TO BE COMPLETED W/

GOSHEN SUBST PROJ

55-SS-1 CL 1

OGW DE AH

7/16 HSS

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1-G (69KV)

13/13

13/14

STA=1521+40

MRW

INSTALL

55-SS-1 CL H1

SET 20' BK FROM EXISTING

REMOVE

55-SS-1

13/14

13/15

STA=1525+39

EXISTING

012A-30

WSTL

INSTALL

3 HS1-F (115KV)

REMOVE

3 HS1 (PORC)

13/15

13/16

STA=1528+39

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

13/16

14/1

STA=1531+60

EXISTING

50-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/1

14/2

STA=1534+80

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/2

14/3

STA=1537+99

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/3

14/4

STA=1541+19

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/4

14/5

STA=1544+40

EXISTING

50-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/5

14/6

STA=1547+59

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/6

14/7

STA=1550+85

EXISTING

50-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/7

14/8

STA=1553+99

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/8

14/9

STA=1557+14

MRW

INSTALL

55-SS-1 CL 1

SET 5' BK FROM EXISTING

REMOVE

50-SS-1

14/9

PI 1510+27.65

0°00'00"

PI 1513+86.25

97°34'01" PI 1525+39.34

-4°23'47"

TOS 13/12 13/13 13/14 13/15 13/16 14/1 14/2 14/3 14/4 14/5 14/6 14/7 14/8 14/9

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

CENTERLINE

1"=200' HORIZONTAL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

SUPERSEDES DWG NO.

PHASING

A B C

PHASING

A B C

STR 13/12

PHASING

A B

C

TYPICAL

(LOOKING NW)

PHASING

A

B C

STR 13/15

(LOOKING NW)

TOS

(LOOKING NORTH)

21.1 FT

CLEARANCE

LINE

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

S

IO

N

L

IN

E S

\G O

S H

E N

T

O R

R

IN

G T

O N

.2 \P

L S

C A

D D

\X Y

Z G

O S

-T O

R B

L D

.X

Y

S

-C A

D D

P R

O

JE

C T

L

IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:0

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

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

SHOWN AT 176° F, FINAL

OGW - 3/8 INCH, 7 STRAND HS STEEL

SHOWN AT 90° F, FINAL

MAXIMUM OPERATING TEMP (MOT) = 176° F

GROUND CLEARANCE = 21.1 FT. MINIMUM

LIDAR SURVEY & IMAGERY: DATED 5/2012

CABLE TENSIONS SHOWN ARE BASED ON LIDAR &

NERC STUDY COMPLETED 5/2012 AND LINE

MODIFICATION DWGS COMPLETED AFTER 5/2012.

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES SHOWN ARE WY EAST, STATE PLANE

NAD 83 - GND. SCALE FACTOR BETWEEN GROUND

AND GRID IS 1/0.999871392.

UNITS ARE US SURVEY FEET.

STA. 1507+28 - STA. 1558+52

STR TOS TO STR 14/9 G

O

S -T

O R

B L D

.X

SCALE SHOWN IS ACCURATE FOR 22"X34" SHEET SIZE.

O

S -T

S -W

GOS-TO

GOS TOS 13/12 4000 - - 2000

US HWY 26

BNSF RXR

TO - WLC 4017 AND

GOS 0880 (PART)

U S

H W

Y

H W

Y

DJ-SG

STR 109/1B

DJ-SG

STR 109/2

DJ-SG

STR 109/1B

SECTIONS 28 & 29

TOWNSHIP 24 NORTH, RANGE 60 WEST

13/12 15/6 5580 - - - - 13/13 15/6 - - - - 2605

JANUARY 6, 2016

1560+00 1570+00 1580+00 1590+00 1600+00

P I -3

°2

'0

325 321 316 324 319 321 310 330 320 315

P I -3

°2

'0

P I °2

'5

U S

H W

Y

S F

R

36.5 33.8

I °2

'5

329 325

S E

C T

IO

N

S E

C T

IO

N

SECTION 29

SECTION 20

S E

C T

IO

N

C T

IO

N

C T

IO

N

C T

IO

N

C T

IO

S E

C T

IO

N

SECTION 30

SECTION 19

14/9

STA=1557+14

MRW

INSTALL

55-SS-1 CL 1

SET 5' BK FROM EXISTING

REMOVE

50-SS-1

14/9

14/10

STA=1560+39

EXISTING

50-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/10

14/11

STA=1563+59

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/11

14/12

STA=1566+75

MRW

INSTALL

55SS-1 CL 1

SET 5' BK FROM EXISTING

REMOVE

50-SS-1

14/12

14/13

STA=1569+99

EXISTING

50-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/13

14/14

STA=1573+18

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/14

14/15

STA=1576+39

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/15

14/16

STA=1579+49

EXISTING

50-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

14/16

15/1

STA=1582+80

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/1

15/2

STA=1585+99

EXISTING

50-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/2

15/3

STA=1589+14

MRW

INSTALL

55-SS-1 CL 1

SET 5' BK FROM EXISTING

REMOVE

50-SS-1

15/3

15/4

STA=1592+45

MRW

INSTALL

65-SS-1 CL H1

SET 5' BK FROM EXISTING

REMOVE

60-SS-1

15/4

15/5

STA=1595+80

EXISTING

O12F-50

WSTL

INSTALL

3 SIA11-B (115KV)

REMOVE

3 SIA11-B (69KV)

15/5

15/6

STA=1599+81

EXISTING

O12M-45

WSTL

INSTALL

6 T11-B (115KV)

3 HS1-F (115KV)

REMOVE

6 T11-B (69KV)

3 HS1 (PORC)

15/6

15/7

STA=1602+99

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/7

15/8

STA=1606+28

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/8

PI 1595+80.48

-38°22'00"

PI 1599+80.65

38°22'52"

14/9 14/10 14/11 14/12 14/13 14/14 14/15 14/16 15/1 15/2 15/3 15/4 15/5 15/6 15/7 15/8

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

SUPERSEDES DWG NO.

PHASING

A B C

STR 15/6

PHASING

A B

C

STR 15/5

(LOOKING NW)

BNSF RXR

US HWY 26

US HW

Y 26

US HW

Y 26

BNSF RXR

BNSF RXR

US HWY 26

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

S

IO

N

L

IN

E S

\G O

S H

E N

T

O R

R

IN

G T

O N

.2 \P

L S

C A

D D

\X Y

Z G

O S

-T O

R B

L D

.X

Y

S

-C A

D D

P R

O

JE

C T

L

IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:1

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

OGW - 3/8 INCH, 7 STRAND HS STEEL

SHOWN AT 90° F, FINAL

MAXIMUM OPERATING TEMP (MOT) = 176° F

MODIFICATION DWGS COMPLETED AFTER 5/2012.

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES SHOWN ARE WY EAST, STATE PLANE

NAD 83 - GND. SCALE FACTOR BETWEEN GROUND

AND GRID IS 1/0.999871392.

UNITS ARE US SURVEY FEET.

STA. 1557+14 - STA. 1608+38

STR 14/9 TO STR 15/8 G

O

S -T

O R

B L D

.X

DISTR

XING

TO - WLC 4018 AND

TO - WLC 4019 (PART)

SECTIONS 29, 30 & 19

TOWNSHIP 24 NORTH, RANGE 60 WEST

334 13/12 15/6 5580 - - - - 333 13/13 15/6 - - - - 2605 319 15/6 16/13 5295 - - 2545

JANUARY 6, 2016

1610+00 1620+00 1630+00 1640+00 1650+00 1660+00

325 321 315 320 324 336 330 330 325 334 329 326 330 314 325 296 300 305

S E

C T

IO

N

T 24N

60W

SECTION 30

SECTION 19

S E

C T

IO

N

T 24N

61W

15/8

STA=1606+28

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/8

15/9

STA=1609+54

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/9

15/10

STA=1612+74

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/10

15/11

STA=1615+89

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/11

15/12

STA=1619+09

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/12

15/13

STA=1622+33

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/13

15/14

STA=1625+70

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/14

15/15

STA=1629+00

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/15

15/16

STA=1632+29

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

15/16

16/1

STA=1635+55

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/1

16/2

STA=1638+89

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/2

16/3

STA=1642+18

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/3

16/4

STA=1645+44

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/4

16/5

STA=1648+74

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/5

16/6

STA=1651+88

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/6

16/7

STA=1655+14

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/7

16/8

STA=1658+09

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/8

16/9

STA=1661+09

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/9

15/8 15/9 15/10 15/11 15/12 15/13 15/14 15/15 15/16 16/1 16/2 16/3 16/4 16/5 16/6 16/7 16/8 16/9

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

SUPERSEDES DWG NO.

ADJACENT DISTR

LINE APPROX

12` - 14` NORTH

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

S

IO

N

L

IN

E S

\G O

S H

E N

T

O R

R

IN

G T

O N

.2 \P

L S

C A

D D

\X Y

Z G

O S

-T O

R B

L D

.X

Y

S

-C A

D D

P R

O

JE

C T

L

IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:3

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

OGW - 3/8 INCH, 7 STRAND HS STEEL

SHOWN AT 90° F, FINAL

MAXIMUM OPERATING TEMP (MOT) = 176° F

MODIFICATION DWGS COMPLETED AFTER 5/2012.

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES SHOWN ARE WY EAST, STATE PLANE

NAD 83 - GND. SCALE FACTOR BETWEEN GROUND

AND GRID IS 1/0.999871392.

UNITS ARE US SURVEY FEET.

STA. 1606+28 - STA. 1663+52

STR 15/8 TO STR 16/9 G

O

S -T

O R

B L D

.X

TO - WLC 4019 AND

TO - WLC 4020 (PART)

SECTION 19

TOWNSHIP 24 NORTH, RANGE 60 WEST

SECTION 24

TOWNSHIP 24 NORTH, RANGE 61 WEST

319 15/6 16/13 5295 - - 2545

REMOVE TREES

TO THE SOUTH

REMOVE TREES

TO THE SOUTH

JANUARY 6, 2016

1670+00 1670+00 1680+00 1690+00 1700+00

S T

A T

IO

N

E Q

U A

T

IO

N

.7

B

A C

K S

T A

T

IO

N E

Q U

A T

IO

N

.0

A

H E

A D

S T

A T

IO

N

E Q

U A

T

IO

N

.7

B

A C

K S

T A

T

IO

N E

Q U

A T

IO

N

.0

A

H E

A D

P I -0

°0 '5

305 300

P I °4

'4

P I °4

'4

P I -3

°4 '2

P I -3

°4 '2

P I -0

°5 '1

P I -0

°5 '1

P I -0

°0 '3

350 350 350 340 359 351

320 385

X X X

X

X X

X X X X X

X

X X X X

X X X X

X

X X X

X X X

X

SECTION 24

SECTION 13

16/9

STA=1661+09

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/9

16/10

STA=1664+15

EXISTING

60-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/10

16/11

STA=1667+14

EXISTING

65-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/11

16/12

STA=1670+14

EXISTING

70-SS-1 CL 1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/12

16/13

STA=1673+10

EXISTING

O12M-50

WSTL

INSTALL

6 T11-B (115KV)

3 HS1-F (115KV)

REMOVE

6 T11-B (69KV)

3 HS1 (PORC)

16/13

16/14

STA=1675+98

EXISTING-MRW

O12B-35

WSTL

INSTALL

3 HS1-F (115KV) 2' BLW

STL ARM (CNTR-CNTR)

REMOVE

3 SI11-B (69KV)

STEEL ARMS

50# WT ON BTM PHASE

16/14

16/15

16/15

STA=1678+95

MRW

INSTALL

65-SS-1 CL H1

SET 5' BK FROM EXISTING

REMOVE

55-SS-1

2 50# WTS

16/16

STA=1682+00

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/16

16/17

STA=1685+50

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

16/17

17/1

STA=1689+00

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/1

17/2

STA=1692+50

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/2

17/3

STA=1695+90

MRW

INSTALL

55-SS-1 CL 1

SET 10' BK FROM EXISTING

REMOVE

50-SS-1

17/3

17/4

STA=1699+49

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/4

17/5

STA=1703+00

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/5

17/6

STA=1706+20

MRW

INSTALL

60-SS-1 CL H1

SET 10' BK FROM EXISTING

REMOVE

60-SS-1 CL 1

17/6

PI 1670+14.37

-0°09'53"

PI 1678+99.58

-0°54'16"

PI 1692+49.51

-0°01'34"

16/9 16/10 16/11 16/12 16/13 16/14 16/15 16/16 16/17 17/1 17/2 17/3 17/4 17/5 17/6

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

SUPERSEDES DWG NO.

PHASING

A B C

STR 16/13

PHASING

A B

C

STR 16/14

(LOOKING NW)

ADJACENT DISTR

LINE APPROX

12` - 14` NORTH

DISTR

XING

ADJACENT

DISTR LINE

APPROX 12`

- 14` NORTH

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

S

IO

N

L

IN

E S

\G O

S H

E N

T

O R

R

IN

G T

O N

.2 \P

L S

C A

D D

\X Y

Z G

O S

-T O

R B

L D

.X

Y

S

-C A

D D

P R

O

JE

C T

L

IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:4

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

OGW - 3/8 INCH, 7 STRAND HS STEEL

SHOWN AT 90° F, FINAL

MAXIMUM OPERATING TEMP (MOT) = 176° F

MODIFICATION DWGS COMPLETED AFTER 5/2012.

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES SHOWN ARE WY EAST, STATE PLANE

NAD 83 - GND. SCALE FACTOR BETWEEN GROUND

AND GRID IS 1/0.999871392.

UNITS ARE US SURVEY FEET.

STA. 1661+09 - STA. 1709+22

STR 16/9 TO STR 17/6 G

O

S -T

O R

B L D

.X

TO - WLC 4020 AND

TO - WLC 4021 (PART)

SECTIONS 24 & 13

TOWNSHIP 24 NORTH, RANGE 61 WEST

319 15/6 16/13 5295 - - 2545 342 16/13 19/4 5370 - - 2620

JANUARY 6, 2016

1710+00 1720+00 1730+00 1740+00 1750+00 1760+00

P I -0

°0 '3

373 320 374

P I °0

'2

326 349 350 351 349 350 351 349 350 351 357 342 350

X X

X X

S E

C T

IO

N

S E

C T

IO

N

SECTION 24

SECTION 13

X X

X X

17/7

STA=1710+05

MRW

INSTALL

60-SS-1 CL H1

SET 5' AH FROM EXISTING

REMOVE

60-SS-1 CL 1

17/7

17/8

STA=1713+78

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/8

17/9

STA=1716+98

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/9

17/10

STA=1720+72

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/10

17/11

STA=1723+99

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/11

17/12

STA=1727+48

EXISTING

50 SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/12

17/13

STA=1730+98

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/13

17/14

STA=1734+48

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/14

17/15

STA=1737+98

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

17/15

18/1

STA=1741+47

EXISTING

50-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/1

18/2

STA=1744+98

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/2

18/3

STA=1748+47

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/3

18/4

STA=1751+97

EXISTING

60-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/4

18/5

STA=1755+48

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/5

18/6

STA=1759+05

MRW

INSTALL

60-SS-1 CL H1

SET 5' AH FROM EXISTING

REMOVE

60-SS-1 CL 1

18/6

18/7

STA=1762+47

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/7

PI 1720+72.50

-0°07'38"

PI 1727+47.66

0°06'21"

17/7 17/8 17/9 17/10 17/11 17/12 17/13 17/14 17/15 18/1 18/2 18/3 18/4 18/5 18/6 18/7

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

SUPERSEDES DWG NO.

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

S

IO

N

L

IN

E S

\G O

S H

E N

T

O R

R

IN

G T

O N

.2 \P

L S

C A

D D

\X Y

Z G

O S

-T O

R B

L D

.X

Y

S

-C A

D D

P R

O

JE

C T

L

IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:0

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

OGW - 3/8 INCH, 7 STRAND HS STEEL

SHOWN AT 90° F, FINAL

MAXIMUM OPERATING TEMP (MOT) = 176° F

MODIFICATION DWGS COMPLETED AFTER 5/2012.

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES SHOWN ARE WY EAST, STATE PLANE

NAD 83 - GND. SCALE FACTOR BETWEEN GROUND

AND GRID IS 1/0.999871392.

UNITS ARE US SURVEY FEET.

STA. 1708+22 - STA. 1765+46

STR 17/7 TO STR 18/7 G

O

S -T

O R

B L D

.X

TO - WLC 4021 AND

TO - WLC 4022 (PART)

SECTIONS 14 & 15

TOWNSHIP 24 NORTH, RANGE 61 WEST

342 16/13 19/4 5370 - - 2620

JANUARY 6, 2016

1770+00 1780+00 1790+00 1800+00 1810+00

P I -0

°4 '1

350 351 345 355 350 350 346 354

P I -0

°4 '1

P I -0

°0 '0

P I °1

'4

P I °1

'1

P I °1

'1

P I -2

°0

'4

317 314

U S

H W

Y

V

E R

P A

32.7

E

C T

IO

N

S E

C T

IO

N

SECTION 15

SECTION 10

18/7

STA=1762+47

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/7

18/8

STA=1765+97

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/8

18/9

STA=1769+48

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/9

18/10

STA=1772+93

MRW

INSTALL

55-SS-1 CL 1

SET 5' BK FROM EXISTING

REMOVE

50-SS-1

18/10

18/11

STA=1776+48

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/11

18/12

STA=1779+97

MRW

INSTALL

55-SS-1 CL 1

SET 5' BK FROM EXISTING

REMOVE

50-SS-1

18/12

18/13

STA=1783+47

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/13

18/14

STA=1786+93

MRW

INSTALL

55-SS-1 CL 1

SET 5' BK FROM EXISTING

REMOVE

50-SS-1

18/14

18/15

STA=1790+47

EXISTING

55-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (PORC)

18/15

19/1

19/1

STA=1793+87

EXISTING

65-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (POLY)

19/2

STA=1796+59

EXISTING

80-SS-1

INSTALL

3 HS1-G (115KV)

REMOVE

3 HS1 (POLY)

19/2

19/3

STA=1799+48

MRW

INSTALL

105-SS-1 CL H2

WLDSTL

SAME HOLE SET

EMBED 15'

BACKFILL W/ CONC

REMOVE

100-SS-1

19/3

19/4

STA=1801+81

EXISTING

156T-70

WSTL BP

BEGIN COT 34.5KV

INSTALL

6-T11-B (115KV)

3 SI11-B (115KV)

REMOVE

6-T11-B (69KV)

3 SI11-B (69KV)

19/4

19/5

STA=1804+98

EXISTING

156T-80

WSTL BP

INSTALL

6 T11-B (115KV)

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

19/5

19/6

STA=1808+12

EXISTING

156T-60

WSTL BP

INSTALL

6 T11-B (115KV)

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

19/6

19/7

STA=1811+58

EXISTING

O13T-30

WSTL

INSTALL

6 T11-B (115KV)

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

19/7

PI 1793+97.37

-0°41'18"

PI 1811+57.63

-23°05'46"

18/7 18/8 18/9 18/10 18/11 18/12 18/13 18/14 18/15 19/1 19/2 19/3 19/4 19/5 19/6 19/7

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

SUPERSEDES DWG NO.

PHASING

A B C

STR 19/4 -

20/4

(LOOKING NW)

CITY OF

TORRINGTON

34.5KV

BRIDGE DECK

BEGIN DBL CKT

W/ CITY OF

TORRINGTON`S

34.5KV LINE

477, 26/7 ACSR

3/8-7STR HSS

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

S

IO

N

L

IN

E S

\G O

S H

E N

T

O R

R

IN

G T

O N

.2 \P

L S

C A

D D

\X Y

Z G

O S

-T O

R B

L D

.X

Y

S

-C A

D D

P R

O

JE

C T

L

IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:2

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

OGW - 3/8 INCH, 7 STRAND HS STEEL

SHOWN AT 90° F, FINAL

MAXIMUM OPERATING TEMP (MOT) = 176° F

MODIFICATION DWGS COMPLETED AFTER 5/2012.

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES SHOWN ARE WY EAST, STATE PLANE

NAD 83 - GND. SCALE FACTOR BETWEEN GROUND

AND GRID IS 1/0.999871392.

UNITS ARE US SURVEY FEET.

STA. 1762+47 - STA. 1811+58

STR 18/7 TO STR 19/7 G

O

S -T

O R

B L D

.X

TO - WLC 4022 AND

TO - WLC 4023-1

SECTIONS 14 & 15

TOWNSHIP 24 NORTH, RANGE 61 WEST

342 16/13 19/4 5370 - - 2620 317 19/4 19/5 5324 - - 3552 339 19/5 19/6 5390 - - 3638 320 19/6 19/7 5328 - - 3569

JANUARY 6, 2016

1820+00 1830+00 1840+00 1850+00

P I -2

°0

'4

P I -2

°0

'4

P I °5

'3

P I °5

'3

P I °1

'1

P I °1

'2

355 342 1

I °1

'1

437 416 407

27.2

P I °1

'1

P I -1

°2 '2

P I -1

°2 '2

P I -9

°5 '2

275, 74

P I -9

°5 '2

328 354

X

X X X

X X

X

X X X

X X X X

X X X

X

X X X X X X X X X

X X

X

X X X X X X X

X X X

SECTION 15

SECTION 10

X X

X X

X X

X

X X

X X X

S E

C T

IO

N

S E

C T

IO

N

IO

N

SEC

TIO

N

X X X X X X

X X X X

SEC

TIO

N

SEC

TIO

N

X X

X X

X X X X X X

X X X X

C T

IO

N

S E

C T

IO

N

19/7

STA=1811+58

EXISTING

O13T-30

WSTL

INSTALL

6 T11-B (115KV)

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

19/7

19/8

STA=1814+49

EXISTING

O13T-30

WSTL

INSTALL

6 T11-B (115KV)

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

19/8

19/9

STA=1818+01

EXISTING-MRW

O13S-35

WSTL

INSTALL

3 SI11-B (115KV)

PLACE 200# WTS ON

EA SIDE OF COND ATT

REMOVE

3 SI11-B (69KV)

19/9

19/10

STA=1821+56

EXISTING-MRW

O13S-45

WSTL

INSTALL

3 SI11-B (115KV)

PLACE 50# WTS ON

EA SIDE OF COND ATT

REMOVE

3 SI11-B (69KV)

19/10

19/11

STA=1824+98

EXISTING-MRW

O13S-45

WSTL

INSTALL

3 SI11-B (115KV)

PLACE 100# WTS ON

EA SIDE OF COND ATT

REMOVE

3 SI11-B (69KV)

19/11

19/12

STA=1829+35

EXISTING-MRW

O13S-40

WSTL

INSTALL

3 SI11-B (115KV)

PLACE 150# WTS ON

EA SIDE OF COND ATT

REMOVE

3 SI11-B (69KV)

19/12

19/13

STA=1833+51

EXISTING-MRW

O13S-40

WSTL

INSTALL

3 SI11-B (115KV)

PLACE 150# WTS ON

EA SIDE OF COND ATT

REMOVE

3 SI11-B (69KV)

19/13

19/14

STA=1837+58

EXISTING

O13T-35

WSTL

INSTALL

6 TI11-B (115KV)

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

19/14

19/15

STA=1839+97

EXISTING

O13T-45

WSTL

INSTALL

6 TI11-B (115KV)

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

19/15

19/16

STA=1842+71

EXISTING-MRW

O13T-40

WSTL

INSTALL

6 TI11-B (115KV)

TIGHTEN BTM Ø AH

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

19/16

20/1

STA=1846+27

EXISTING-MRW

O13S-35

WSTL

INSTALL

3 SI11-B (115KV)

TIGHTEN BTM Ø

PLACE 150# WTS ON

EA SIDE OF COND ATT

REMOVE

3 SI11-B (69KV)

20/1

20/2

STA=1849+55

EXISTING-MRW

O13S-35

WSTL

INSTALL

3 SI11-B (115KV)

TIGHTEN BTM Ø

PLACE 100# WTS ON

EA SIDE OF COND ATT

REMOVE

3 SI11-B (69KV)

20/2

PI 1818+00.93

0°14'11"

PI 1824+97.93

0°13'26"

PI 1837+58.05

11°16'14"

19/7 19/8 19/9 19/10 19/11 19/12 19/13 19/14 19/15 19/16 20/1 20/2

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

SUPERSEDES DWG NO.

M A

IN

IN

ST

DISTR

XING

DISTR

XING

ADJACENT DISTR

LINE APPROX

4` SOUTH

ADJACENT DISTR

LINE APPROX

20` NORTH

SVC

XING

SVC

XING

DISTR

XING SVC

XING

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

S

IO

N

L

IN

E S

\G O

S H

E N

T

O R

R

IN

G T

O N

.2 \P

L S

C A

D D

\X Y

Z G

O S

-T O

R B

L D

.X

Y

S

-C A

D D

P R

O

JE

C T

L

IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:5

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

OGW - 3/8 INCH, 7 STRAND HS STEEL

SHOWN AT 90° F, FINAL

MAXIMUM OPERATING TEMP (MOT) = 176° F

MODIFICATION DWGS COMPLETED AFTER 5/2012.

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES SHOWN ARE WY EAST, STATE PLANE

NAD 83 - GND. SCALE FACTOR BETWEEN GROUND

AND GRID IS 1/0.999871392.

UNITS ARE US SURVEY FEET.

STA. 1810+58 - STA. 1852+82

STR 19/7 TO STR 20/2 G

O

S -T

O R

B L D

.X

TO - WLC 4023 AND

TO - WLC 4024 (PART)

SECTIONS 15, 10 & 9

TOWNSHIP 24 NORTH, RANGE 61 WEST

-- B/T STRS 19/16 AND 20/4 --

TIGHTEN BOTTOM PHASE BY

PLACING CONDUCTOR IN

STRINGING BLOCKS AT STRS 20/1,

20/2, & 20/3. BRING CABLE UP TO

TENSION AS SHOWN IN STRINGING

CHART GOS-TO 1008 AND MAKE

SURE CABLE BALANCES

THROUGHOUT THE RULING SPAN.

291 19/7 19/8 4955 - - 2285 390 19/8 19/14 5900 - - 2670 238 19/14 19/15 3725 - - 3410 275 19/15 19/16 3900 - - 2810 338 19/16 20/4 5280 - - 2600

338 19/16 20/4 6000 - - - - BTM Ø

JANUARY 6, 2016

1860+00 700+00

S T

A T

IO

N

E Q

U A

T

IO

N

.3

B

A C

K S

T A

T

IO

N E

Q U

A T

IO

N

.9

A

H E

A D

S T

A T

IO

N

E Q

U A

T

IO

N

.3

B

A C

K S

T A

T

IO

N E

Q U

A T

IO

N

.9

A

H E

A D

P I -1

°4

'5

P I -1

°4

'5

P I -1

°3

'0

187, 115 192

P I -1

°3

'0

P I -9

°1

'2

P I -9

°1

'2

P I °0

'0

X X

X X X X X X X X

R)

(S36°15'E R) (2236' R)

X X

X X X X X X X X X X

X X

(S59°52'E R) (403.2' R)

(S

°

'E R

(4

.2

' R

X X

X X X X X X X X X X X X

(S59°52'E R) (403.2' R)

(S36°15'E R)

(2236' R

20/3

STA=1853+09

EXISTING-MRW

O13S-35

WSTL

INSTALL

3 SI11-B (115KV)

TIGHTEN BTM Ø

PLACE 150# WTS ON

EA SIDE OF COND ATT

REMOVE

3 SI11-B (69KV)

20/3

20/4

STA=1856+18

EXISTING-MRW

O13T-30

WSTL

INSTALL

6 TI11-B (115KV)

TIGHTEN BTM Ø BK

3 SI11-B (115KV)

REMOVE

6 T11-B (69KV)

3 SI11-B (69KV)

20/4

20/5

STA=1858+05

NEW

INSTALL

80 CL H1 WLDSTL

EMBED 13'

BACKFILL W/ CONC

TYPE DELTA

(GOS-TO 1007)

REMOVE

EX O12R-30 WSTL POLE

6 TI11-B

3 OGW-TV

COND & OGW IN

BK/AH SPANS

20/5

20/6

STA=1859+97

NEW

161N-40 (DE)

INSTALL

43-161N-2200

WSTL

EMBED 27'

BACKFILL W/ CONC

6 TI11-B (115KV)

3 OGW-TV

20/6

LTG

STA=699+25

NEW

INSTALL

115KV 3-WAY SWITCH STR

4 CAISSON FOUND

6 T111-B (115KV-477)

3 T111-B (115KV-397.5)

6 OGW-TH

NEW 477 ACSR B/T

LTG AND TOS

LTG

TOS

STA=700+23

EXISTING

INSTALL

3 TI11-B (115KV)

REMOVE

3 TI11-B (69KV)

TOS

PI 1856+17.51

-15°49'51"

PI 1859+96.51

-103°37'07"

20/3 20/4 20/5 20/6 LTG

TOS

TORRINGTON REROUTE

X X

X X X X X X X X X X

X X

(S59°52'E R) (403.2' R)

20/4

20/5

20/6

LTG

TOS

LY-TO 13/3

EXISTING STR 20/5

TO BE REMOVED

BURIED GAS LINE

BURIED GAS LINE

-- NOT TO SCALE --

EXISTING CONDUCTORS

INTO SUBSTATION

TO BE REMOVED

REROUTE

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

E

HEADQUARTERS - LAKEWOOD, COLORADO

D E

S

IG

N R

E F.

F

IL

1"=40' VERTICAL

SCALE:

APPROVED DESIGNED

GOSHEN - TORRINGTON

115-KV TRANSMISSION LINE

WYOMING

PLAN & PROFILE

GOS - TO

STEVEN ROCK

ELECTRICAL ENGINEERING MANAGER

JEFFREY A MILLER, P.E.

RULING

SPAN

STRUCTURE NUMBER CONDUCTOR

NESC TMAX

OPGW

NESC TMAX

OGW

NESC TMAX FROM TO

SUPERSEDES DWG NO.

PHASING

A B C

PHASING

A B C

STR 20/6

PHASING

A

B C

STR 20/5

(LOOKING NW)

TOS

(LOOKING EAST)

PHASING

A B C

STR 20/4

(LOOKING NW)

CITY OF

TORRINGTON

34.5KV

PHASING

A B C

LTG

A B C

A B C

LYMAN

TORRINGTON

G O

S

EN

END OF CITY OF

TORRINGTON`S

34.5KV DBL CKT

CITY OF

TORRINGTON`S

34.5KV CKT

L - TO

69KV CKT

TORRINGTON

SUBSTATION

TORRINGTON

SUBSTATION

P A

T H

S

P

R O

JE

C

T S

\T R

A N

S M

IS

S

IO

N

L

IN

E S

\G O

S H

E N

T

O R

R

IN

G T

O N

.2 \P

L S

C A

D D

\X Y

Z G

O S

-T O

R B

L D

.X

Y

S

-C A

D D

P R

O

JE

C T

L

IN

E

E D

IT

P

R O

P O

S E

D

K

V P

O L Y

M E

R P

O S

T

L

IN

E A

R

M R

W O

P T

T H

IS

S

H E

E T

G E

N E

R A

T E

D /6

/2

:0

:1

P

M P

L S

-C A

D D

V E

R S

IO

N

.0

X

J A

M

IL

L

OGW - 3/8 INCH, 7 STRAND HS STEEL

SHOWN AT 90° F, FINAL

MAXIMUM OPERATING TEMP (MOT) = 176° F

MODIFICATION DWGS COMPLETED AFTER 5/2012.

PLS-CADD SIGN CONVENTION:

( ) UNSIGNED: RT AH AND OFFSET R OF C/L

(-) NEG. SIGN: LT AH AND OFFSET L OF C/L

COORDINATES SHOWN ARE WY EAST, STATE PLANE

NAD 83 - GND. SCALE FACTOR BETWEEN GROUND

AND GRID IS 1/0.999871392.

UNITS ARE US SURVEY FEET.

STA. 1851+82 - STA. 703+23

STR 20/3 TO STR TOS G

O

S -T

O R

B L D

.X

EXISTING STR 20/5

TO BE REMOVED

TO - WLC 4024

SECTIONS 9

TOWNSHIP 24 NORTH, RANGE 61 WEST

LY - TO

115KV LINE

LY - TO

STR 13/3

EXISTING STR 20/5

TO BE REMOVED

EXISTING STR 20/5

TO BE REMOVED

LY - TO

115KV LINE

GOS - TO

115KV REROUTE

BURIED

GAS LINE

BURIED

GAS LINE

B U

R

IE

S L

GAS LINE SHOWN IS APPROXIMATE

BASED ON PIPELINE MARKERS

338 19/16 20/4 5280 - - 2600

338 19/16 20/4 6000 - - - - BTM Ø

189 20/4 20/6 3100 - - 1825 NEW

214 20/6 BOX 3100 - - 1800 NEW

80 BOX TO TOS 2000 - - 715 NEW

JANUARY 6, 2016

FOR INFORMATION ONLY

Goshen County Substation

Torrington Substation

565758 474849

596061 505152

626364 535455

656667 565758