22. Attachment B - Drawings.pdf

PDF 18 MB Posted Jul 13, 2021

Attached to: ARCHER – STEGALL NO. 1 115-KV TRANSMISSION LINE 2020 STORM DAMAGE REPAIR
Solicitation number: 89503221BWA000042
Issued by: Department of Energy Western Area Power Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity from the Department of Energy Western Area Power Administration to repair storm damage to the ARCHER – STEGALL No. 1 115-kV transmission line. Solicitation number 89503221BWA000042 seeks bids to repair damages from a 2020 storm to the specified transmission line. The opportunity type is listed as a solicitation. Attachment B to the solicitation contains technical drawings related to the repair work. The contract award is not scheduled and no further details are included on pricing, response dates, or other contractual requirements.

View the file

Other files

File	Type	Posted
22. Attachment C - Wage Determinations.gov.pdf	PDF	Jul 13, 2021
22. Attachment A - Specifications.pdf	PDF	Jul 13, 2021
22. Attachment F - Bid, Performance, Payment Bonds.pdf	PDF	Jul 13, 2021
22. 89503221BWA000042.pdf	PDF	Jul 13, 2021
22. Attachment D - IPP Payment Requirements.pdf	PDF	Jul 13, 2021
22. Attachment E - DPO.pdf	PDF	Jul 13, 2021

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Attachment B

Drawings

89503221BWA000042

21 January 2021

PROJECT DRAWINGS

ARCHER – STEGALL NO. 1 115-KV TRANSMISSION LINE

2020 STORM DAMAGE REPAIR

SECTION C

DESCRIPTION/SPECIFICATIONS

Spec. No. 1008

WYOMING

ARCHER – STEGALL NO. 1 115-KV

TRANSMISSION LINE 2020 STORM DAMAGE REPAIR

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. ARH 0015 Rev. D – Archer Substation Location and Vicinity Map

2. CMF 0015 – Cheyenne Maintenance Facility Location and Vicinity Map

3. PC 0015 – Pole Creek Tap Location and Vicinity Map

4. RT 0015 – Round Top Tap Location and Vicinity Map

TRANSMISSION LINE ELECTRICAL:

5. ARH-SG 1 1002 – Material Quantities

6. ARH-SG 1 1003 – Vibration Dampers

TRANSMISSION LINE STEEL POLE STRUCTURES:

7. 43 172S 2200 – 172S Steel Pole Structures Outline and Design Loads

8. 43 172T 2200 – 172T Steel Pole Structures Outline and Design Loads

9. 43 2206 Rev. H – Maintenance Provisions Outlines

10. 43 2208 Rev. H – Maintenance Provisions Outlines

11. 43 2210 Rev. J – Maintenance Provisions Details

12. 41 2701 Rev. C – Fall Protection Anchorage Plates

13. 41 9027-1 Rev. A – Aerial Patrol Mile Marker and Structure Number Signs (Sh. 1 of 3)

14. 41 9027-2 Rev. A – Aerial Patrol Mile Marker and Structure Number Signs (Sh. 2 of 3)

EXISTING TRANSMISSION LINE STEEL STRUCTURES (FOR REMOVAL):

15. 43 118L 2200 Rev. B FIO – 118L Poles Structures Outline and Design Loads (For Information Only)

16. 43 118L 2300 Rev. 3 EI – Structure Type 118L 68-90 Hts. Only Erection Drawing (Existing Installation)

17. 43 118L 2400 Rev. 2 EI – 50’-90’ Structure Type 118L Pole Shaft Details (Existing Installation)

18. 43 118L 2401 Rev. 2 EI – 50’-90’ Structure Type 118L Cond. Arm Details (Existing Installation)

19. 43 118S 2200 FIO – 118S Poles Structures Outline and Design Loads (For Information Only)

20. 43 118S 2300 Rev. 2 EI – Structure Type 118S 70-96 Hts. Only Erection Drawing (Existing Installation)

21. 43 118S 2400 Rev. 1 EI – 60’-96’ Structure Type 118S Pole Shaft Details (Existing Installation)

22. 43 118S 2401 Rev. 1 EI – 60’-96’ Structure Type 118S Cond. Arm Details (Existing Installation)

EXISTING TRANSMISSION LINE WOOD STRUCTURES (FOR REMOVAL):

23. 41 6115 Rev. B EI – Type SS-1 69 and 115-kV Tangent Suspension Structure (Existing Installation)

24. 41 6118 Rev. B EI – Type 3TA-1 69 and 115-kV 3-Pole Tension Structure (Existing Installation)

25. 41 6120 EI – Type SSA-1, LSSA-1, SLA-1 & LSLA-1 69 & 115-kV Small and Large Angle Structures (Existing Installation)

ARCHER – STEGALL NO. 1 115-KV PLAN AND PROFILES (EXISTING INSTALLATION):

26. ARH-SG 1 4015 Rev. A EI – Station 790+00 to Station 830+00 (Existing Installation)

27. ARH-SG 1 4016 EI – Station 829+32 to Station 890+00 (Existing Installation)

28. ARH-SG 1 4017 EI – Station 880+00 to Station 940+00 (Existing Installation)

29. ARH-SG 1 4018 EI – Station 940+00 to Station 990+00 (Existing Installation)

30. ARH-SG 1 4019 EI – Station 990+00 to Station 1040+00 (Existing Installation)

31. ARH-SG 1 4020 EI – Station 1040+00 to Station 1090+00 (Existing Installation)

32. ARH-SG 1 4021 EI – Station 1090+00 to Station 1150+00 (Existing Installation)

33. ARH-SG 1 4022 EI – Station 1150+00 to Station 1200+00 (Existing Installation)

34. ARH-SG 1 4023 EI – Station 1200+00 to Station 1260+00 (Existing Installation)

35. ARH-SG 1 4024 EI – Station 1260+00 to Station 1310+00 (Existing Installation)

36. ARH-SG 1 4025 EI – Station 1310+00 to Station 1370+00 (Existing Installation) https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx

ARCHER – STEGALL NO. 1 115-KV

TRANSMISSION LINE 2020 STORM DAMAGE REPAIR

PROJECT DRAWINGS

37. ARH-SG 1 4026 EI – Station 1360+00 to Station 1420+00 (Existing Installation)

38. ARH-SG 1 4027 EI – Station 1420+00 to Station 1470+00 (Existing Installation)

39. ARH-SG 1 4028 EI – Station 1470+00 to Station 1530+00 (Existing Installation)

40. ARH-SG 1 4029 EI – Station 1530+00 to Station 1580+00 (Existing Installation)

41. ARH-SG 1 4030 EI – Station 1580+00 to Station 1640+00 (Existing Installation)

42. ARH-SG 1 4031 EI – Station 1630+00 to Station 1690+00 (Existing Installation)

43. ARH-SG 1 4032 EI – Station 1690+00 to Station 1740+00 (Existing Installation)

44. ARH-SG 1 4033 EI – Station 1740+00 to Station 1800+00 (Existing Installation)

45. ARH-SG 1 4034 EI – Station 1800+00 to Station 1850+00 (Existing Installation)

46. ARH-SG 1 T400 EI – Shoo-fly (Existing Installation)

47. ARH-SG 1 T401 EI – Shoo-fly (Existing Installation)

ARCHER – STEGALL NO. 1 115-KV PLAN AND PROFILES:

48. ARH-SG 1 4029 Rev. A – Station 1530+00 to Station 1580+00

49. ARH-SG 1 4030 Rev. A – Station 1580+00 to Station 1640+00

SUITABLE FOR CONSTRUCTION AS OF:

Jan 21, 2021- 6:35am

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

NTS

AutoCAD SHX Text

COUNTY MAP

AutoCAD SHX Text

NTS

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ARCHER

AutoCAD SHX Text

SUBSTATION

AutoCAD SHX Text S:\projects\TransmissionLines\Archer_Stegall.PoleRplcmnt.2020\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\arh_0015d.dwg Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:35 AM Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:35 AMCourt, Donita (CONTR) on 1/21/2021 6:35 AM on 1/21/2021 6:35 AM1/21/2021 6:35 AM

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

ARCHER

AutoCAD SHX Text

SUBSTATION

AutoCAD SHX Text

CASPER

AutoCAD SHX Text

SHERIDAN

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

RAWLINGS

AutoCAD SHX Text

GILETTE

AutoCAD SHX Text

SPRINGS

AutoCAD SHX Text

NATRONA

AutoCAD SHX Text

CONVERSE

AutoCAD SHX Text

CARBON

AutoCAD SHX Text

ALBANY

AutoCAD SHX Text

PLATTE

AutoCAD SHX Text

GOSHEN

AutoCAD SHX Text

LARAMIE

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

NEBRASKA

AutoCAD SHX Text

ARCHER

AutoCAD SHX Text

SUBSTATION

AutoCAD SHX Text

COLLEGE DR

AutoCAD SHX Text

LINCOLN HWY

AutoCAD SHX Text

YELLOWSTONE RD

AutoCAD SHX Text

E 4 MILE RD

AutoCAD SHX Text

DEL RANGE BLVD

AutoCAD SHX Text

JERRY OLSON

AutoCAD SHX Text

FIELD

AutoCAD SHX Text

N COLLEGE DR

AutoCAD SHX Text

FRANCIS E

AutoCAD SHX Text

WARREN AFB

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

E PERSHING BLVD

AutoCAD SHX Text W

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

AutoCAD SHX Text

ARCHER SUBSTATION

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

LOCATION AND VICINITY MAP

AutoCAD SHX Text

W.R. TERRY JR.

AutoCAD SHX Text

MAY 1, 1979

AutoCAD SHX Text

ARH

AutoCAD SHX Text

DIRECTIONS

AutoCAD SHX Text

LATITUDE/LONGITUDE

AutoCAD SHX Text 41g 08' 41.21"N, 104g 38' 59.27"W (NAD 83)

AutoCAD SHX Text

PHONE NUMBERS

AutoCAD SHX Text

CHEYENNE HOSPITAL

AutoCAD SHX Text 1.307.634.2273

AutoCAD SHX Text 1.307.632.1696

AutoCAD SHX Text

EMERGENCY/SHERIFF

AutoCAD SHX Text

(911) 1.307.633.4700

AutoCAD SHX Text

CHEYENNE FIRE DEPT

AutoCAD SHX Text

- TRAVEL EAST ON I-80 FROM I-25 NEAR CHEYENNE WY

AutoCAD SHX Text

FROM CHEYENNE WY

AutoCAD SHX Text

TOWARD SIDNEY/OHAMA NE FOR APPROX 10 MI.

AutoCAD SHX Text

- TAKE EXIT 370 TOWARD ARCHER WY.

AutoCAD SHX Text

- TURN RIGHT (SOUTH) AT FIELD STATION RD AND

AutoCAD SHX Text

CONTINUE FOR 1.0 MI TO ARCHER SUBSTATION.

AutoCAD SHX Text

CHEYENNE EMS

AutoCAD SHX Text 1.307.634.8533

AutoCAD SHX Text 5-30-13

AutoCAD SHX Text D

AutoCAD SHX Text

A7-DJ

AutoCAD SHX Text

ADDED 911 ADDRESS.

AutoCAD SHX Text C

AutoCAD SHX Text

A7-DH

AutoCAD SHX Text

REDRAWN AND MODIFIED TO WESTERN STANDARDS.

AutoCAD SHX Text

911 ADDRESS

AutoCAD SHX Text

3409 ARCHER PARKWAY, CHEYENNE, WY 82007

AutoCAD SHX Text 12-3-15

Jan 21, 2021- 6:42am

AutoCAD SHX Text

FOX FARM ROAD

AutoCAD SHX Text

WALTERSCHIELD BLVD

AutoCAD SHX Text

PARSLEY BLVD

AutoCAD SHX Text

N GREELEY HWY

AutoCAD SHX Text

E 16TH ST

AutoCAD SHX Text

E LINCOLNWAY

AutoCAD SHX Text

LOGAN AVE

AutoCAD SHX Text

RANDALL AVE

AutoCAD SHX Text

DEMING

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

NATIONWAY

AutoCAD SHX Text

N COLLEGE DR

AutoCAD SHX Text

STANFIELD AVE

AutoCAD SHX Text

MCFARLAND

AutoCAD SHX Text

FREMONT

AutoCAD SHX Text

SWEETWATER

AutoCAD SHX Text

UINTA

AutoCAD SHX Text

LINCOLN

AutoCAD SHX Text

SUBLETTE

AutoCAD SHX Text

TETON

AutoCAD SHX Text

PARK

AutoCAD SHX Text

BIG HORN

AutoCAD SHX Text

WASHAKIE

AutoCAD SHX Text

SHERIDAN

AutoCAD SHX Text

JOHNSON

AutoCAD SHX Text

NATRONA

AutoCAD SHX Text

CARBON

AutoCAD SHX Text

ALBANY

AutoCAD SHX Text

LARAMIE

AutoCAD SHX Text

CONVERSE

AutoCAD SHX Text

NIOBRARA

AutoCAD SHX Text

WESTON

AutoCAD SHX Text

CAMPBELL

AutoCAD SHX Text

CROOK

AutoCAD SHX Text

HOT SPRINGS

AutoCAD SHX Text

GOSHEN

AutoCAD SHX Text

S GREELEY HWY

AutoCAD SHX Text

AutoCAD SHX Text I-25

AutoCAD SHX Text I-80

AutoCAD SHX Text

E PERSHING BLVD

AutoCAD SHX Text

AVE

AutoCAD SHX Text I-25

AutoCAD SHX Text I-90

AutoCAD SHX Text I-80

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

PLATTE

AutoCAD SHX Text

AutoCAD SHX Text I-90

AutoCAD SHX Text I-25

AutoCAD SHX Text I-80

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

SO. INDUSTRIAL RD.

AutoCAD SHX Text

WYO. ST. HWY. 221

AutoCAD SHX Text

INTERSTATE 80

AutoCAD SHX Text

EAST COLLEGE

AutoCAD SHX Text

SITE

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

S INDUSTRIAL ROAD

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

COUNTY MAP

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

DIRECTIONS

AutoCAD SHX Text

- HEADING EAST ON I-80/US-30

AutoCAD SHX Text

- TAKE EXIT 362 TOWARD GREELEY/CENTRAL AVE

AutoCAD SHX Text

LATITUDE/LONGITUDE

AutoCAD SHX Text 41g 7' 23"N, 104g 45' 03"W (NAD 83)

AutoCAD SHX Text

- TURN RIGHT ON NORTH COLLEGE DRIVE

AutoCAD SHX Text

- TURN LEFT ONTO SOUTH INDUSTRIAL ROAD

AutoCAD SHX Text

- THE SITE IS ON THE RIGHT

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PHONE NUMBERS

AutoCAD SHX Text

AMBULANCE:

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text 1.307.632.8354

AutoCAD SHX Text

FIRE DEPARTMENT:

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text 1.307.632.1696

AutoCAD SHX Text

SHERIFF:

AutoCAD SHX Text

LARAMIE COUNTY

AutoCAD SHX Text 1.307.633.4751

AutoCAD SHX Text

POLICE DEPARTMENT:

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text 1.307.637.6500

AutoCAD SHX Text

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

AutoCAD SHX Text

CHEYENNE MAINTENANCE FACILITY

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

LOCATION AND VICINITY MAP

AutoCAD SHX Text

STAN FRISKNEY

AutoCAD SHX Text

DANIEL M. HAMAI

AutoCAD SHX Text

CMF

AutoCAD SHX Text

ELECTRICAL ENGINEERING MANAGER

AutoCAD SHX Text S:\projects\TransmissionLines\Archer_Stegall.PoleRplcmnt.2020\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\cmf_0015.dwg Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:42 AM Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:42 AMCourt, Donita (CONTR) on 1/21/2021 6:42 AM on 1/21/2021 6:42 AM1/21/2021 6:42 AM

JUNE 19, 2013

Jan 21, 2021- 6:45am

AutoCAD SHX Text

COUNTY MAP

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

CASPER

AutoCAD SHX Text

SHERIDAN

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

RAWLINS

AutoCAD SHX Text

GILLETTE

AutoCAD SHX Text

SPRINGS

AutoCAD SHX Text

POLE CREEK

AutoCAD SHX Text

TAP

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text W Y O M I N G

AutoCAD SHX Text C O L O R A D O

AutoCAD SHX Text N E B R A S K A

AutoCAD SHX Text

POLE CREEK

AutoCAD SHX Text

TAP

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

FREMONT

AutoCAD SHX Text

NATRONA

AutoCAD SHX Text

CONVERSE

AutoCAD SHX Text

NIOBRARA

AutoCAD SHX Text

SWEETWATER

AutoCAD SHX Text

CARBON

AutoCAD SHX Text

ALBANY

AutoCAD SHX Text

GOSHEN

AutoCAD SHX Text

PLATTE

AutoCAD SHX Text

LARAMIE

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

MISSLE RD

AutoCAD SHX Text

POLE CREEK

AutoCAD SHX Text

TAP

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text S:\projects\TransmissionLines\Archer_Stegall.PoleRplcmnt.2020\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\pc_0015.dwg Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:44 AM Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:44 AMCourt, Donita (CONTR) on 1/21/2021 6:44 AM on 1/21/2021 6:44 AM1/21/2021 6:44 AM

AutoCAD SHX Text

POLE CREEK TAP

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

LOCATION AND VICINITY MAP

AutoCAD SHX Text

C. NEYENS

AutoCAD SHX Text

G. CRAWFORD

AutoCAD SHX Text

DIRECTIONS

AutoCAD SHX Text

LATITUDE/LONGITUDE

AutoCAD SHX Text

104° 41' 30.574" W, 41° 19' 17.787" N (NAD 83)

AutoCAD SHX Text

PHONE NUMBERS

AutoCAD SHX Text

FROM CHEYTENNE WYOMING:

AutoCAD SHX Text

- HEAD NORTH FROM THE INTERSECTION OF I-25 AND

AutoCAD SHX Text

I-80 FOR 8.1 MI.

AutoCAD SHX Text

- TAKE EXIT 17 FOR US85 N TOWARDS TORRINGTON.

AutoCAD SHX Text

- CONTINUE ONTO US-85 N/TORRINGTON RD FOR 9.4

AutoCAD SHX Text

EMERGENCY PRIMARY

AutoCAD SHX Text

EMERGENCY SECONDARY:

AutoCAD SHX Text

SHERIFF: LARAMIE COUNTY

AutoCAD SHX Text 307.633.4700

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

MI.

AutoCAD SHX Text

- TURN RIGHT (EAST) ONTO DIVIDE RD FOR 0.3 MI.

AutoCAD SHX Text

OWNER

AutoCAD SHX Text

TRI-STATE GENERATION AND TRANSMISSION (TSGT)

AutoCAD SHX Text

WY ROAD CONDITIONS:

AutoCAD SHX Text 1.888.996.7623

AutoCAD SHX Text

HIGHWAY PATROL:

AutoCAD SHX Text

- TURN LEFT (NORTH) FOR 285 FT TO THE ENTRANCE

AutoCAD SHX Text

OF POLE CREEK TAP.

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text 1.800.442.9090

AutoCAD SHX Text

511 OR

JANUARY 21, 2021

Jan 21, 2021- 6:47am

AutoCAD SHX Text

COUNTY MAP

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

CASPER

AutoCAD SHX Text

SHERIDAN

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

RAWLINS

AutoCAD SHX Text

GILLETTE

AutoCAD SHX Text

SPRINGS

AutoCAD SHX Text

ROUND TOP

AutoCAD SHX Text

TAP

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text W Y O M I N G

AutoCAD SHX Text C O L O R A D O

AutoCAD SHX Text N E B R A S K A

AutoCAD SHX Text

ROUND TOP

AutoCAD SHX Text

TAP

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

FREMONT

AutoCAD SHX Text

NATRONA

AutoCAD SHX Text

CONVERSE

AutoCAD SHX Text

NIOBRARA

AutoCAD SHX Text

SWEETWATER

AutoCAD SHX Text

CARBON

AutoCAD SHX Text

ALBANY

AutoCAD SHX Text

GOSHEN

AutoCAD SHX Text

PLATTE

AutoCAD SHX Text

LARAMIE

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

ROUND TOP

AutoCAD SHX Text

TAP

AutoCAD SHX Text

MISSLE RD

AutoCAD SHX Text

CHALK BLUFF RD

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text S:\projects\TransmissionLines\Archer_Stegall.PoleRplcmnt.2020\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\rt_0015.dwg Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:47 AM Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:47 AMCourt, Donita (CONTR) on 1/21/2021 6:47 AM on 1/21/2021 6:47 AM1/21/2021 6:47 AM

AutoCAD SHX Text

ROUND TOP TAP

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

LOCATION AND VICINITY MAP

AutoCAD SHX Text

C. NEYENS

AutoCAD SHX Text

G. CRAWFORD

AutoCAD SHX Text

DIRECTIONS

AutoCAD SHX Text

LATITUDE/LONGITUDE

AutoCAD SHX Text

41° 26' 18.104" N, 104° 20' 53.896" W (NAD 83)

AutoCAD SHX Text

PHONE NUMBERS

AutoCAD SHX Text

FROM CHEYTENNE WYOMING:

AutoCAD SHX Text

- HEAD NORTH FROM THE INTERSECTION OF I-25 AND

AutoCAD SHX Text

I-80 FOR 8.1 MI.

AutoCAD SHX Text

- TAKE EXIT 17 FOR US85 N TOWARDS TORRINGTON.

AutoCAD SHX Text

- CONTINUE ONTO US-85 N/TORRINGTON RD FOR 29.5

AutoCAD SHX Text

EMERGENCY PRIMARY

AutoCAD SHX Text

EMERGENCY SECONDARY:

AutoCAD SHX Text

SHERIFF: LARAMIE COUNTY

AutoCAD SHX Text 307.633.4700

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

MI.

AutoCAD SHX Text

- TURN RIGHT (SOUTHEAST) ONTO WY-213 FOR 0.3 MI.

AutoCAD SHX Text

OWNER

AutoCAD SHX Text

TRI-STATE GENERATION AND TRANSMISSION (TSGT)

AutoCAD SHX Text

WY ROAD CONDITIONS:

AutoCAD SHX Text 1.888.996.7623

AutoCAD SHX Text

HIGHWAY PATROL:

AutoCAD SHX Text

- TURN RIGHT (WEST) FOR 0.2 MI TO THE ENTRANCE

AutoCAD SHX Text

OF ROUND TOP TAP.

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text 1.800.442.9090

AutoCAD SHX Text

511 OR

Jan 21, 2021- 6:38am

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ELECTRICAL ENGINEERING MANAGER

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text S:\projects\TransmissionLines\Archer_Stegall.PoleRplcmnt.2020\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\arh_sg_1_1002.dwg Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:37 AM Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:37 AMCourt, Donita (CONTR) on 1/21/2021 6:37 AM on 1/21/2021 6:37 AM1/21/2021 6:37 AM

AutoCAD SHX Text

ARCHER - STEGALL NO. 1

AutoCAD SHX Text

115-KV TRANSMISSION LINE

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

MATERIAL QUANTITIES

AutoCAD SHX Text

CODY NEYENS

AutoCAD SHX Text

STEVE ROCK

AutoCAD SHX Text

ARH-SG 1

AutoCAD SHX Text

SUSPENSION INSULATOR ASSEMBLIES

AutoCAD SHX Text

SINGLE STRING

AutoCAD SHX Text 41 1020

AutoCAD SHX Text

TENSION INSULATOR ASSEMBLIES

AutoCAD SHX Text

SINGLE STRING

AutoCAD SHX Text 41 1022

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

1. INSULATORS SHALL BE PORCELAIN AND BROWN IN COLOR. INSULATORS SHALL BE PORCELAIN AND BROWN IN COLOR. 2. ALL ASSEMBLY QUANTITIES ARE ON A PER-STRUCTURE ALL ASSEMBLY QUANTITIES ARE ON A PER-STRUCTURE BASIS. 3. ASSEMBLIES SHALL BE SUITABLE FOR THE FOLLOWING ASSEMBLIES SHALL BE SUITABLE FOR THE FOLLOWING WIRES: CONDUCTOR: 477 KCMIL, 26/7 "HAWK" ACSR OGW: 3/8-INCH, 7-STRAND HS STEEL 4. QUANTITIES FOR THE ARCHER - STEGALL 115-KV QUANTITIES FOR THE ARCHER - STEGALL 115-KV TRANSMISSION LINE 2020 STORM DAMAGE REPAIR PROJECT.

AutoCAD SHX Text

REFERENCE DRAWINGS

AutoCAD SHX Text

OVERHEAD GROUND WIRE ASSEMBLIES

AutoCAD SHX Text

STEEL AND CONCRETE POLE STRUCTURES

AutoCAD SHX Text 41 1018

Jan 21, 2021- 6:40am

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text S:\projects\TransmissionLines\Archer_Stegall.PoleRplcmnt.2020\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\arh_sg_1_1003.dwg Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:39 AM Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:39 AMCourt, Donita (CONTR) on 1/21/2021 6:39 AM on 1/21/2021 6:39 AM1/21/2021 6:39 AM

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text

ELECTRICAL ENGINEERING MANAGER

AutoCAD SHX Text

CODY NEYENS

AutoCAD SHX Text

STEVE ROCK

AutoCAD SHX Text

ELECTRICAL ENGINEERING MANAGER

AutoCAD SHX Text

ARCHER - STEGALL NO. 1

AutoCAD SHX Text

VIBRATION DAMPERS

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

115-KV TRANSMISSION LINE

AutoCAD SHX Text

ARH-SG 1

AutoCAD SHX Text

CONDUCTOR, OGW OR OPGW IN TENSION AT BOTH ENDS OF SPAN

AutoCAD SHX Text

CONDUCTOR, OGW OR OPGW IN SUSPENSION

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text M

AutoCAD SHX Text

OGW OR OPGW IN SUSPENSION

AutoCAD SHX Text M

AutoCAD SHX Text

OGW OR OPGW IN TENSION AT BOTH ENDS OF SPAN

AutoCAD SHX Text K

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

1. THE AVERAGE ANNUAL MINIMUM TEMPERATURE FOR THE THE AVERAGE ANNUAL MINIMUM TEMPERATURE FOR THE LINE IS -20°F. 2. THE TENSIONS ARE CALCULATED UNDER NESC HEAVY THE TENSIONS ARE CALCULATED UNDER NESC HEAVY LOADING CONDITIONS. 3. DAMPER INFORMATION FOR THE ARCHER - STEGALL NO. 1 DAMPER INFORMATION FOR THE ARCHER - STEGALL NO. 1 ARCHER - STEGALL NO. 1 115-KV TRANSMISSION LINE 2020 STORM DAMAGE REPAIR PROJECT.

Jan 21, 2021- 6:30am

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

TYPE 172S (BP) BASE DETAIL

AutoCAD SHX Text A

AutoCAD SHX Text "H"

AutoCAD SHX Text "E"

AutoCAD SHX Text "D"

AutoCAD SHX Text "H"

AutoCAD SHX Text

TYPE 172S (DE) (DIRECT-EMBEDDED)

AutoCAD SHX Text

TYPE 172S (BP) (BASE-PLATED)

AutoCAD SHX Text

TYPICAL OGW ATTACHMENT

AutoCAD SHX Text

TYPICAL INSULATOR ATTACHMENT

AutoCAD SHX Text

TYPE 172S (DE) BASE DETAIL

AutoCAD SHX Text "D"

AutoCAD SHX Text "E"

AutoCAD SHX Text

1/2" PLATE

AutoCAD SHX Text

AutoCAD SHX Text S:\projects\TransmissionLines\Archer_Stegall.PoleRplcmnt.2020\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\43_172_s_2200.dwg Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:30 AM Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:30 AMCourt, Donita (CONTR) on 1/21/2021 6:30 AM on 1/21/2021 6:30 AM1/21/2021 6:30 AM

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text

TRANSMISSION LINE STRUCTURES

AutoCAD SHX Text

172S STEEL POLE STRUCTURES

AutoCAD SHX Text

OUTLINE AND DESIGN LOADS

AutoCAD SHX Text

B.E. PERRY

AutoCAD SHX Text

GINA CRAWFORD

AutoCAD SHX Text 43-172S

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text V O

AutoCAD SHX Text T O

AutoCAD SHX Text T C

AutoCAD SHX Text L C3

AutoCAD SHX Text T C

AutoCAD SHX Text L C1

AutoCAD SHX Text L C2

AutoCAD SHX Text L O

AutoCAD SHX Text V C

AutoCAD SHX Text

STRUCTURE LOADS

AutoCAD SHX Text

LOAD CASE (NOTE 17)

AutoCAD SHX Text

LINE ANGLE (DEG)

AutoCAD SHX Text

WIND ON STR. (PSF)

AutoCAD SHX Text

DEAD LOAD OF STR. OLF

AutoCAD SHX Text

OGW TRANS. - T O(KIP)

AutoCAD SHX Text

OGW LONG. - L O(KIP)

AutoCAD SHX Text

OGW VERT. - V O(KIP)

AutoCAD SHX Text

CONDUCTOR TRANS. - T C(KIP)

AutoCAD SHX Text

CONDUCTOR LONG. - L C(KIP)

AutoCAD SHX Text

CONDUCTOR VERT. - V C(KIP)

AutoCAD SHX Text

NESC HEAVY INTACT

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.9

AutoCAD SHX Text

AutoCAD SHX Text 4.0

AutoCAD SHX Text 2.7

AutoCAD SHX Text

AutoCAD SHX Text 5.8

AutoCAD SHX Text

HIGH WIND INTACT

AutoCAD SHX Text

AutoCAD SHX Text 1.1

AutoCAD SHX Text 2.1

AutoCAD SHX Text

AutoCAD SHX Text 1.4

AutoCAD SHX Text 3.9

AutoCAD SHX Text

AutoCAD SHX Text 2.0

AutoCAD SHX Text

RIME ICE INTACT

AutoCAD SHX Text

AutoCAD SHX Text 1.1

AutoCAD SHX Text 2.0

AutoCAD SHX Text

AutoCAD SHX Text 8.0

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text 9.9

AutoCAD SHX Text

LONGITUDINAL UNBAL. (L )O)

AutoCAD SHX Text

AutoCAD SHX Text 1.0

AutoCAD SHX Text 0.8

AutoCAD SHX Text 4.4

AutoCAD SHX Text 2.7

AutoCAD SHX Text 1.1

AutoCAD SHX Text

AutoCAD SHX Text 3.8

AutoCAD SHX Text

LONGITUDINAL UNBAL. (L )C1)

AutoCAD SHX Text

AutoCAD SHX Text 1.0

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text 2.7

AutoCAD SHX Text 1.1

AutoCAD SHX Text 6.7

AutoCAD SHX Text 3.8

AutoCAD SHX Text

LONGITUDINAL UNBAL. (L )C2)

AutoCAD SHX Text

AutoCAD SHX Text 1.0

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text 2.7

AutoCAD SHX Text 1.1

AutoCAD SHX Text 6.7

AutoCAD SHX Text 3.8

AutoCAD SHX Text

LONGITUDINAL UNBAL. (L )C3)

AutoCAD SHX Text

AutoCAD SHX Text 1.0

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text 2.7

AutoCAD SHX Text 1.1

AutoCAD SHX Text 6.7

AutoCAD SHX Text 3.8

AutoCAD SHX Text NOTES 1. LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD FACTORS. 2. WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL SPANS. 3. STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR THE SIMULTANEOUS APPLICATION OF DEAD LOAD, WIND ON THE STRUCTURE, AND WIRE LOADS FOR EACH LOADING CASE. STRUCTURE DESIGN SHALL ACCOUNT FOR TRANSVERSE WIRE AND WIND LOADS BEING APPLIED IN EACH DIRECTION; I.E., LEFT AND RIGHT. 4. STRUCTURE SHALL BE DESIGNED SELF SUPPORTING; GUYS STRUCTURE SHALL BE DESIGNED SELF SUPPORTING; GUYS ARE NOT PERMITTED. 5. WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED ON A SHAPE FACTOR OF 1.0 FOR CIRCULAR SECTIONS. FOR SECTIONS OTHER THAN CIRCULAR, MULTIPLY THE PRESSURES BY THE FOLLOWING SHAPE FACTORS: ELLIPTICAL=1.2 (MAJOR AXIS) 0.9 (MINOR AXIS) 16-SIDED=1.0 12-SIDED=1.1 8-SIDED=1.4 6-SIDED=1.4 4-SIDED=2.0 6. DESIGN LOADS ARE BASED ON 477 KCMIL ACSR 26/7 DESIGN LOADS ARE BASED ON 477 KCMIL ACSR 26/7 "HAWK" CONDUCTOR AND 1/2"o 7-STRAND EHS STEEL OVERHEAD GROUND WIRE. 7. SUM OF ADJACENT SPANS 2300 FT SUM OF ADJACENT SPANS 2300 FT 8. LOW POINT DISTANCE 2300 FT LOW POINT DISTANCE 2300 FT 2300 FT 9. LINE ANGLE 0-3g LINE ANGLE 0-3g 0-3g 10. NESC HEAVY: 1/2" RADIAL ICE, 4 PSF WIND AT 0gF. NESC HEAVY: 1/2" RADIAL ICE, 4 PSF WIND AT 0gF. RULING SPAN 1150 FT 1150 FT TENSIONS (HORIZ): CONDUCTOR 10,500 LB CONDUCTOR 10,500 LB 10,500 LB OGW 5300 LB 5300 LB 11. HIGH WIND: 100 MPH 3-SECOND GUST AT 60gF IN HIGH WIND: 100 MPH 3-SECOND GUST AT 60gF IN ACCORDANCE WITH NESC C2-2012. TENSIONS (HORIZ): CONDUCTOR 11,520 LB CONDUCTOR 11,520 LB 11,520 LB OGW 5135 LB 5135 LB WIND ON WIRES AT ASSUMED HEIGHT OF 150 FEET ABOVE GROUND LINE 25 PSF 25 PSF 12. RIME ICE: 1 1/2" RADIAL RIME (40 PCF), 4 PSF WIND RIME ICE: 1 1/2" RADIAL RIME (40 PCF), 4 PSF WIND AT 30gF. TENSIONS (HORIZ): CONDUCTOR 14,500 LB CONDUCTOR 14,500 LB 14,500 LB OGW 9945 LB 9945 LB 13. LONGITUDINAL UNBALANCED: 1/2" RADIAL ICE, 4 PSF LONGITUDINAL UNBALANCED: 1/2" RADIAL ICE, 4 PSF WIND AT 0gF. TENSIONS (HORIZ): CONDUCTOR 9625 LB CONDUCTOR 9625 LB 9625 LB OGW 4395 LB 4395 LB 14. "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE DESIGNATIONS LISTED IN SPECIFICATIONS WHICH IS HEIGHT FROM TOP OF BASE PLATE OR GROUNDLINE TO BOTTOM INSULATOR ATTACHMENT. 15. EMBEDMENT DEPTH "E" FOR DIRECT-EMBEDDED EMBEDMENT DEPTH "E" FOR DIRECT-EMBEDDED STRUCTURES SHALL BE AS SHOWN IN SPECIFICATIONS. 16. MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED STRUCTURES SHALL BE MAXIMUM POLE BASE DIAMETER PLUS 1 FOOT. 17. LONGITUDINAL UNBALANCED LOAD CASES WILL HAVE THE LONGITUDINAL UNBALANCED LOAD CASES WILL HAVE THE LONGITUDINAL LOAD APPLIED ONLY AT THE LOCATION WITH THE CORRESPONDING DESIGNATION ON THE LOADING DIAGRAM. THE REMAINING LONGITUDINAL LOADS WILL EQUAL ZERO. I.E. FOR THE LONGITUDINAL UNBALANCED (L ) LOAD CASE APPLY THE LOAD ONLY AT THE O) LOAD CASE APPLY THE LOAD ONLY AT THE LOCATION WITH THE L DESIGNATION AS SHOWN ON THE O DESIGNATION AS SHOWN ON THE LOADING DIAGRAM. ALL OTHER LONGITUDINAL LOAD LOCATIONS (L , L AND L ) WILL EQUAL ZERO FOR C1, L AND L ) WILL EQUAL ZERO FOR C2 AND L ) WILL EQUAL ZERO FOR C3) WILL EQUAL ZERO FOR THAT LOAD CASE.

Jan 21, 2021- 6:33am

AutoCAD SHX Text "H"

AutoCAD SHX Text "E"

AutoCAD SHX Text "D"

AutoCAD SHX Text

TYPE 172T (BP) (BASE-PLATED)

AutoCAD SHX Text "H"

AutoCAD SHX Text

TYPE 172T (DE) (DIRECT-EMBEDDED)

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

TYPE 172T (BP) BASE DETAIL

AutoCAD SHX Text A

AutoCAD SHX Text 8'-6" & 10'-0"

AutoCAD SHX Text

END PLATE

AutoCAD SHX Text

NOT SHOWN

AutoCAD SHX Text

TYPICAL JUMPER ATTACHMENT

AutoCAD SHX Text

(CONDUCTOR ARMS ONLY)

AutoCAD SHX Text

TYPICAL JUMPER ATTACHMENT

AutoCAD SHX Text

(CONDUCTOR ARMS ONLY)

AutoCAD SHX Text

TYPICAL TENSION

AutoCAD SHX Text

INSULATOR ATTACHMENT

AutoCAD SHX Text

TYPICAL OGW ATTACHMENT

AutoCAD SHX Text 3"

AutoCAD SHX Text

TYPE 172T (DE) BASE DETAIL

AutoCAD SHX Text "D"

AutoCAD SHX Text "E"

AutoCAD SHX Text

AutoCAD SHX Text S:\projects\TransmissionLines\Archer_Stegall.PoleRplcmnt.2020\Drawings\DesignDrawings\xDwgsReadyForFinal\Scripts\43_172_t_2200.dwg Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:32 AM Last Saved By: Court, Donita (CONTR) on 1/21/2021 6:32 AMCourt, Donita (CONTR) on 1/21/2021 6:32 AM on 1/21/2021 6:32 AM1/21/2021 6:32 AM

AutoCAD SHX Text V O

AutoCAD SHX Text T O

AutoCAD SHX Text T C

AutoCAD SHX Text L C

AutoCAD SHX Text T C

AutoCAD SHX Text L C

AutoCAD SHX Text L O

AutoCAD SHX Text V C

AutoCAD SHX Text

STRUCTURE LOADS

AutoCAD SHX Text

LOAD CASE

AutoCAD SHX Text

LINE ANGLE (DEG)

AutoCAD SHX Text

WIND ON STR. (PSF)

AutoCAD SHX Text

DEAD LOAD OF STR. OLF

AutoCAD SHX Text

OGW TRANS. - T O(KIP)

AutoCAD SHX Text

OGW LONG. - L O(KIP)

AutoCAD SHX Text

OGW VERT. - V O(KIP)

AutoCAD SHX Text

CONDUCTOR TRANS. - T C(KIP)

AutoCAD SHX Text

CONDUCTOR LONG. - L C(KIP)

AutoCAD SHX Text

CONDUCTOR VERT. - V C(KIP)

AutoCAD SHX Text

NESC HEAVY INTACT

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text 4.4

AutoCAD SHX Text

AutoCAD SHX Text 8.2

AutoCAD SHX Text 3.3

AutoCAD SHX Text

AutoCAD SHX Text 6.8

AutoCAD SHX Text

HIGH WIND INTACT

AutoCAD SHX Text

AutoCAD SHX Text 1.1

AutoCAD SHX Text 4.7

AutoCAD SHX Text

AutoCAD SHX Text 2.9

AutoCAD SHX Text 4.3

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

RIME ICE INTACT

AutoCAD SHX Text

AutoCAD SHX Text 1.1

AutoCAD SHX Text 4.8

AutoCAD SHX Text

AutoCAD SHX Text 16.1

AutoCAD SHX Text 3.0

AutoCAD SHX Text

AutoCAD SHX Text 10.7

AutoCAD SHX Text

NESC HEAVY DEADEND

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.4

AutoCAD SHX Text 17.5

AutoCAD SHX Text 4.2

AutoCAD SHX Text 0.9

AutoCAD SHX Text 17.3

AutoCAD SHX Text 4.2

AutoCAD SHX Text

NESC HEAVY DEADEND

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text 2.2

AutoCAD SHX Text 17.5

AutoCAD SHX Text 4.2

AutoCAD SHX Text 1.6

AutoCAD SHX Text 17.3

AutoCAD SHX Text 4.2

AutoCAD SHX Text

RIME ICE DEADEND

AutoCAD SHX Text

AutoCAD SHX Text 1.1

AutoCAD SHX Text 1.5

AutoCAD SHX Text 21.9

AutoCAD SHX Text 8.1

AutoCAD SHX Text 0.8

AutoCAD SHX Text 16.0

AutoCAD SHX Text 6.0

AutoCAD SHX Text

RIME ICE DEADEND

AutoCAD SHX Text

AutoCAD SHX Text 1.1

AutoCAD SHX Text 2.4

AutoCAD SHX Text 21.9

AutoCAD SHX Text 8.1

AutoCAD SHX Text 1.5

AutoCAD SHX Text 16.0

AutoCAD SHX Text 6.0

AutoCAD SHX Text NOTES 1. LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD LOADS ARE ULTIMATE VALUES AND INCLUDE OVERLOAD FACTORS. 2. WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL WIRE LOADS ARE IN KIPS AND ARE TOTAL FOR ALL SPANS. 3. STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR THE SIMULTANEOUS APPLICATION OF DEAD LOAD, WIND ON THE STRUCTURE, AND WIRE LOADS FOR EACH LOADING CASE. STRUCTURE DESIGN SHALL ACCOUNT FOR TRANSVERSE WIRE AND WIND LOADS BEING APPLIED IN EACH DIRECTION; I.E., LEFT AND RIGHT. 4. STRUCTURE SHALL BE DESIGNED SELF SUPPORTING; GUYS STRUCTURE SHALL BE DESIGNED SELF SUPPORTING; GUYS ARE NOT PERMITTED. 5. WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED WIND PRESSURE SHOWN ON LOADING DIAGRAMS ARE BASED ON A SHAPE FACTOR OF 1.0 FOR CIRCULAR SECTIONS. FOR SECTIONS OTHER THAN CIRCULAR, MULTIPLY THE PRESSURES BY THE FOLLOWING SHAPE FACTORS: ELLIPTICAL=1.2 (MAJOR AXIS) 0.9 (MINOR AXIS) 16-SIDED=1.0 12-SIDED=1.1 8-SIDED=1.4 6-SIDED=1.4 4-SIDED=2.0 6. DESIGN LOADS ARE BASED ON 477 KCMIL ACSR 26/7 DESIGN LOADS ARE BASED ON 477 KCMIL ACSR 26/7 "HAWK" CONDUCTOR AND (2)-1/2"o 7-STRAND EHS STEEL OVERHEAD GROUND WIRES. 7. SUM OF ADJACENT SPANS 2300 FT SUM OF ADJACENT SPANS 2300 FT 8. LOW POINT DISTANCE 2300 FT LOW POINT DISTANCE 2300 FT 2300 FT 9. LINE ANGLE 0-5g LINE ANGLE 0-5g 0-5g 10. NESC HEAVY: 1/2" RADIAL ICE, 4 PSF WIND AT 0gF. NESC HEAVY: 1/2" RADIAL ICE, 4 PSF WIND AT 0gF. RULING SPAN 1150 FT 1150 FT TENSIONS (HORIZ): CONDUCTOR 10,500 LB CONDUCTOR 10,500 LB 10,500 LB OGW 5300 LB 5300 LB 11. HIGH WIND: 100 MPH 3-SECOND GUST AT 60gF IN HIGH WIND: 100 MPH 3-SECOND GUST AT 60gF IN ACCORDANCE WITH NESC C2-2012. TENSIONS (HORIZ): CONDUCTOR 11,520 LB CONDUCTOR 11,520 LB 11,520 LB OGW 5135 LB 5135 LB WIND ON WIRES AT ASSUMED HEIGHT OF 150 FEET ABOVE GROUND LINE 25 PSF 25 PSF 12. RIME ICE: 1 1/2" RADIAL RIME (40 PCF), 4 PSF WIND RIME ICE: 1 1/2" RADIAL RIME (40 PCF), 4 PSF WIND AT 30gF. TENSIONS (HORIZ): CONDUCTOR 14,500 LB CONDUCTOR 14,500 LB 14,500 LB OGW 9945 LB 9945 LB 13. "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE "H" INDICATES HEIGHT PORTION OF POLE STRUCTURE DESIGNATIONS LISTED IN SPECIFICATIONS WHICH IS HEIGHT FROM TOP OF BASE PLATE OR GROUNDLINE TO BOTTOM INSULATOR ATTACHMENT. 14. EMBEDMENT DEPTH "E" FOR DIRECT-EMBEDDED EMBEDMENT DEPTH "E" FOR DIRECT-EMBEDDED STRUCTURES SHALL BE AS SHOWN IN SPECIFICATIONS. 15. MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED MINIMUM AUGER DIAMETER "D" FOR DIRECT-EMBEDDED STRUCTURES SHALL BE MAXIMUM POLE BASE DIAMETER PLUS 1 FOOT.

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

TRANSMISSION LINE STRUCTURES

AutoCAD SHX Text

172T STEEL POLE STRUCTURES

AutoCAD SHX Text

OUTLINE AND DESIGN LOADS

AutoCAD SHX Text

B.E. PERRY

AutoCAD SHX Text

GINA CRAWFORD

AutoCAD SHX Text 43-172T

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

Denton For Information Only

Existing Installation

For Information Only

EXISTING INSTALLATION

1540+00 1550+00 1560+00 1570+00 1580+00 -40

-20

-40

-20

0°

'0 0"

5°

'3 8"

L-

E X

S T

R U

C T

U R

S T

L-

S T

R U

C T

1000 200

-5 5-

-3

T A

C O

N D

-3

O G

W -2

-B R

A C

E S

S T

R L

O C

A T

E D

O N

T R

A N

S M

C /L

-S

S A

-1 2-

A S

G S

T R

F T

N O

R T

H O

F T

R A

N S

N C

/L S

T A

-S

S -1

S T

-S

S -1

S T

-S

S -1

S T

-S

S -1

S T

-S

S -1

S T

-S

S -1

S T

-S

S -1

S T

-S S

-1 S

T A

-1 S

T A

-1 S

T A

-1 S

T A

308 308 308 308 308 308 308 308 308 308 308

PI 1531+00.00

0°00'00"

PI 1543+00.00

-5°42'38"

PI 1543+00.00

-5°42'38"

PI 1546+00.00

5°42'38"

PI 1546+00.00

5°42'38"

28/5 29/1 S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13

OHGW

A1 B1 C1

29/1

OHGW

B1 C1

OHGW

A1 B1

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

CENTERLINE

APPROVED DESIGNED

STEVE ROCK

ELECTRICAL ENGINEERING MANAGER

CODY NEYENS

LT 30 FT PROFILE LINE

RT 30 FT PROFILE LINE

PLAN & PROFILE

STRUCTURE RANGE - CABLE TYPE - RULING SPAN - TENSION

RIGHT OF WAY 125 FT

1" = 200' HORIZONTAL

1" = 40' VERTICAL

SCALE:

200' 0' 100'

40' 0' 20'

ARCHER - STEGALL NO. 1

SHOO-FLY

NOTE: THIS SHOO-FLY WAS DESIGNED WITH NO TERRAIN DATA.

GROUND CLEARANCES (ASSUMING FLAT GROUND) HAVE A BUILT

IN 15 FT CLEARANCE BUFFER.

STRUCTURES S3 TO S19 SHALL BE FIELD LOCATED.

TARGET SPAN LENGTHS ARE 308 FEET. SPAN LENGTHS SHALL NOT EXCEED 350 FEET.

NESC HEAVY LOADING

COND - 477 KCMIL 26/7 "HAWK" ACSR

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

28/5 - S1, 3_8-7_STRAND_HS_STEEL.WIR, RULING SPAN 915 (FT), TENSION 2325 (LBS) AT 60 (DEG F) INITIAL S1 - S21, 3_8-7_STRAND_HS_STEEL.WIR, RULING SPAN 307 (FT), TENSION 500 (LBS) AT 60 (DEG F) INITIAL 28/5 - S1, HAWK_ACSR.WIR, RULING SPAN 916 (FT), TENSION 5421 (LBS) AT 60 (DEG F) INITIAL S1 - S21, HAWK_ACSR.WIR, RULING SPAN 307 (FT), TENSION 1000 (LBS) AT 60 (DEG F) INITIAL

ARH-SG 1 T400

EXISTING INSTALLATION

MARCH 17, 2020

1580+00 1590+00 1600+00 1610+00 -40

-20

-40

-20

5°

-1 S

T A

-1 S

T A

-1 S

T A

-1 S

T A

-1 S

T A

-1 S

T A

-1 S

T A

308 308 308 308 308 308 308

A -1

2- A

S G

S T

T N

O R

T H

O F

T R

A N

S M

0°

'0 0"

-5 5-

-3

T A

C O

N D

-3

W -2

-B R

A C

E S

S T

R L

O C

A T

E D

O N

T R

A N

S M

-7

E X

S T

R U

C T

-7

E X

S T

R U

C T

300 1150

PI 1601+50.00

5°42'38"

PI 1601+50.00

5°42'38"

PI 1604+50.00

-5°42'38"

PI 1604+50.00

-5°42'38"

PI 1619+00.00

0°00'00"

S13 S14 S15 S16 S17 S18 S19 S20 S21 30/2 30/3

S19

OHGW

A1 B1

S20

OHGW

S21

OHGW

A1 B1 C1

30/2

OHGW

B1 C1

WESTERN AREA POWER ADMINISTRATION

UNITED STATES DEPARTMENT OF ENERGY

C A

HEADQUARTERS - LAKEWOOD, COLORADO

D E

N R

E F.

CENTERLINE

APPROVED DESIGNED

STEVE ROCK

ELECTRICAL ENGINEERING MANAGER

CODY NEYENS

LT 30 FT PROFILE LINE

RT 30 FT PROFILE LINE

PLAN & PROFILE

STRUCTURE RANGE - CABLE TYPE - RULING SPAN - TENSION

RIGHT OF WAY 125 FT

1" = 200' HORIZONTAL

1" = 40' VERTICAL

SCALE:

200' 0' 100'

40' 0' 20'

ARCHER - STEGALL NO. 1

SHOO-FLY

NOTE: THIS SHOO-FLY WAS DESIGNED WITH NO TERRAIN DATA.

GROUND CLEARANCES (ASSUMING FLAT GROUND) HAVE A BUILT

IN 15 FT CLEARANCE BUFFER.

STRUCTURES S3 TO S19 SHALL BE FIELD LOCATED.

TARGET SPAN LENGTHS ARE 308 FEET. SPAN LENGTHS SHALL NOT EXCEED 350 FEET.

NESC HEAVY LOADING

COND - 477 KCMIL 26/7 "HAWK" ACSR

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

S1 - S21, 3_8-7_STRAND_HS_STEEL.WIR, RULING SPAN 307 (FT), TENSION 500 (LBS) AT 60 (DEG F) INITIAL S21 - 30/3, 3_8-7_STRAND_HS_STEEL.WIR, RULING SPAN 1032 (FT), TENSION 2066 (LBS) AT 60 (DEG F) INITIAL S1 - S21, HAWK_ACSR.WIR, RULING SPAN 307 (FT), TENSION 1000 (LBS) AT 60 (DEG F) INITIAL S21 - 30/3, HAWK_ACSR.WIR, RULING SPAN 1033 (FT), TENSION 5036 (LBS) AT 60 (DEG F) INITIAL

ARH-SG 1 T401MARCH, 17 2020

Cover Page

Project Drawings

arh_0015d

cmf_0015

pc_0015

rt_0015

arh_sg_1_1002

arh_sg_1_1003

43_172_s_2200

43_172_t_2200

43_2206h

43_2208h

43_2210j

41_2701c

41_9027_1a

41_9027_2a

43_118_l_2200b_fio

43_118L_2300_ei

43_118L_2400_ei

43_118L_2401_ei

43_118_s_2200_fio

43_118S_2300_ei

43_118S_2400_ei

43_118S_2401_ei

41_6115b_ei

41_6118b_ei

41_6120_ei

arh_sg_1_4015a_ei

arh_sg_1_4016_ei

arh_sg_1_4017_ei

arh_sg_1_4018_ei

arh_sg_1_4019_ei

arh_sg_1_4020_ei

arh_sg_1_4021_ei

arh_sg_1_4022_ei

arh_sg_1_4023_ei

arh_sg_1_4024_ei

arh_sg_1_4025_ei

arh_sg_1_4026_ei

arh_sg_1_4027_ei

arh_sg_1_4028_ei

arh_sg_1_4029_ei

arh_sg_1_4030_ei

arh_sg_1_4031_ei

arh_sg_1_4032_ei

arh_sg_1_4033_ei

arh_sg_1_4034_ei

arh_sg_1_t400_ei

arh_sg_1_t401_ei

arh_sg_1_4029a

arh_sg_1_4030a

File details come from the government source that posted it. Updated Jul 13, 2021.