Project_Drawings.pdf
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- Solicitation number
- DE-SOL-0008800
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BISMARCK-JAMESTOWN NO. 1
& BISMARCK-MEDORA 230-kV TRANSMISSION LINE SPANS
NORTH DAKOTA
SECTION C
DESCRIPTION/SPECIFICATIONS
Solicitation No. DE-SOL-0008800 Spec. No. 15WC113951-856
PROJECT DRAWINGS
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:
LOCATION MAPS:
1. BS 0019 Rev. D – Bismarck Substation – Location and Vicinity Map
2. JT 0016 Rev. C – Jamestown Substation – Location and Vicinity Map
3. BS-JT 0003 – Bismarck-Jamestown 230-kV Transmission Line – Key Map
STEEL LATTICE STRUCTURES:
4. 43-206S 2200 – 230 kV Single Circuit Bismarck – Jamestown Transmission Line Suspension Type 206S Tower
5. 43-206S 2202 Rev. A – 230 kV Single Circuit Bismarck – Jamestown Transmission Line Legs to 60’-0” & 80’-0” Body Type 206S Tower
STEEL LATTICE TOWER CONCRETE FOOTINGS:
6. BS-JT 2002 Rev. A EI – 230 kV Transmission Lines Bismarck – Jamestown Single Circuit Type SH Tower
Special Concrete Footing (Existing Installation)
7. BS-JT 1 2004 EI – 230 kV Transmission Lines Single Circuit Steel Towers Types SAH and SAH-1 Towers
Concrete Footings (Existing Installation)
TRANSMISSION LINE STEEL POLE STRUCTURE FOUNDATIONS:
8. BS-JT 2101 FIO – Bismarck- Jamestown No. 1 230-kV Transmission Line – Type 285D Steel Pole Structures
– Foundations (For Information Only)
TRANSMISSION LINE STEEL POLE STRUCTURES:
9. 41--9027 Rev. E – Transmission Line Standards Steel Pole Structures Aerial Patrol Mile Marker and Structure
Number Signs – Details and Locations –
285D-60 Shop Drawings:
10. 31451-01494AAA Rev. B – Anchor Bolt Assembly Clustered
11. 31451-01494AAT Rev. B – 91’-0” 285D-60 (BP) #49/4A – Sheet 1 of 2
12. 31451-01494AAT – 91’-0” 285D-60 (BP) #49/4A – Sheet 2 of 2
13. 31451-3007 Rev. B – Shaft Assembly, 50’-0” Long – Sheet 1 of 2
14. 31451-3007 – Shaft Assembly, 50’-0” Long – Sheet 2 of 2
15. 31451-3008 Rev. B – Shaft Assembly, 47’-0” Long
285D-100 Shop Drawings:
16. 31451-025001AA Rev. B – Anchor Bolt Assembly Clustered
17. 31451-025001ATRev. B – 131’-0” 285D-100 (BP) Pole No: 50/1 – Sheet 1 of 2
18. 31451-025001AT – 131’-0” 285D-100 (BP) Pole No: 50/1 – Sheet 2 of 2
19. 31451-3009 Rev. B – Shaft Assembly, 50’-0” Long – Sheet 1 of 2
20. 31451-3009 – Shaft Assembly, 50’-0” Long – Sheet 2 of 2
21. 31451-3010 Rev. A – Shaft Assembly, 37’-9” Long – Sheet 1 of 1
22. 31451-3011 Rev. A – Shaft Assembly, 45’-0” Long – Sheet 1 of 1
23. 31451-3012 Rev. B – Shaft Assembly, 23’-4” Long – Sheet 1 of 1
285D Fixed Ladders:
24. 31451-SPECNOTE – Special Notes & Drawing Index – Sheet 5 of 7
25. 31451-SPECNOTE – Special Notes & Drawing Index – Sheet 6 of 7
285D Davit Arms:
26. 31451-C Rev. B – Arm Assembly, 15’-6” Long – Sheet 1 of 1
27. 31451-D Rev. B – Arm Assembly, 19’-0” Long – Sheet 1 of 1 https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx
PROJECT DRAWINGS
Assembly and Erection:
28. SSG001 Rev. J – General Notes, Assembly and Erection Information – Sheet 1 of 2
29. SSG001 – General Notes, Assembly and Erection Information – Sheet 2 of 2
30. SSG002 Rev. B – Galvanized Pole Lifting Requirements
31. SSG004 Rev. D – Jacking Nut Locations
32. SSG005 Rev. E – Jacking Instructions
TRANSMISSION LINE ELECTRICAL:
33. BS-JT 1 1000 – Bismarck-Jamestown No. 1, 230-kV Transmission Line – Material Quantities
34. WDD-BEF 1001 – Ward Delivery-Belfield 230-kV Transmission Line – Material Quantities
35. 41-1018 Rev. C – Transmission Line Standards Steel and Concrete Pole Structures Overhead Ground Wire
Assembly
36. 41-1020 Rev. B – Transmission Line Standards Suspension Insulator Assemblies – Single String
37. 41-1023 Rev. D – Transmission Line Standards Tension Insulator Assemblies – Double String
38. 41-1031 Rev. F – Transmission Line Standards Optical Ground Wire Assemblies
PLAN AND PROFILES:
39. BS-JT 4024 Rev. C – Bismarck-Jamestown 230-kV Transmission Line – Plan & Profile – Station 0+00 to Station
104+00
40. WDD-BEF 4311 – Ward Delivery-Belfield 230-kV Transmission Line – Plan & Profile – Structure 197/1 to Structure 198/1
41. WDD-BEF 4312 – Ward Delivery-Belfield 230-kV Transmission Line – Plan & Profile – Structure 198/1 to Structure 198/3
42. WDD-BEF 4313 – Ward Delivery-Belfield 230-kV Transmission Line – Plan & Profile – Structure 199/1 to Structure 200/1
EXISTING INSTALLATION
FOR INFORMATION ONLY
denton Line denton Line
10410+00 10420+00 10430+00 10440+00 10450+00
1700 1600
1720 1620
1740 1640
1760 1660
1780 1680
1800 1700
1820 1720
1840 1740
1860 1760
1880 1780
1900 1800
1920 1820
1940 1840
1960 1860
1980 1880
2000 1900
2020 1920
2040 1940
2060 1960
2080 1980
2100 2000
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10410+00 10420+00 10430+00 10440+00
EC
0 MORTON, NORTH DAKOTA
T.139N R.81W, SEC 9
N87°36'32"E
10450+00
W A
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10452+42.00 -22°36'15"
10452+42.00 -22°36'15"
197/1 197/2 197/3
197/4
198/1
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO
P
LS
CENTERLINE
1"=200' HORIZONTAL
1"=40' VERTICAL
SCALE:
APPROVEDDESIGNED
ROSS CLARK
ELECTRICAL ENGINEERING MANAGER
AS BUILT
LT 30 FT PROFILE LINE
RT 30 FT PROFILE LINE
ORIGINAL LINE DAWSON COUNTY-BISMARCK (DC-BS 4000-4132) INCLUDES STRUCTURES NUMBERED BETWEEN 0/1 THROUGH 208/5.
DC-BS WAS SUPERSEDED BY DAWSON COUNTY-BELFIELD (DC-BEF 4000-4065) INCLUDES STRUCTURES NUMBERED 0/1 THROUGH 94/2.
DC-BS WAS SUPERSEDED BY WARD DELIVERY-BELFIELD (WDD-BEF 4000-4068), INCLUDES STRUCTURES NUMBERED 94/3 THROUGH 202/2.
DC-BS WAS SUPERSEDED BY BISMARCK-WARD DELIVERY (BS-WDD 4000-4004), INCLUDES STRUCTURES NUMBERED 202/3 THROUGH 208/5.
NOTE:
NORTH DAKOTA
WARD DELIVERY-BELFIELD
230-KV TRANSMISSION LINE
PLAN & PROFILE
WDD-BEF
LEG EXTENSION FT
4 1
3 2
LOOKING AHEAD
C/L
STR BD2 TO 202/1
LOOKING AHEAD
C A B
PHASING
RIGHT OF WAY 125 FT
STRUCTURE RANGE - CABLE TYPE - RULING SPAN
SUPERSEDES DWG. NO. WDD-BEF 4062
AND 4063 (IN PART)
NESC HEAVY LOADING
COND. - 954 KCMIL 45/7 "RAIL" ACSR
CURVE SHOWN AT 176 °F FINAL CONDTIONS
OGW - 1/2 INCH, 7 STRAND HS STEEL
CURVE SHOWN AT 60 °F FINAL CONDITIONS
MAXIMUM DESIGN OPERATING TEMP. = 176 °F
GROUND CLEARANCE = 22.4 FT.
LIDAR SURVEY: DATED 11/2011
IMAGERY: DATED 11/2011
PLS-CADD ANALYSIS V 12.10
PLS-CADD SIGN CONVENTION:
( ) UNSIGNED: RT AH
(-) NEG. SIGN: LT AH
COORDINATES AND BEARINGS ARE BASED
ON THE NORTH DAKOTA SOUTH STATE PLANE
COORDINATE SYSTEM, NAD83 DATUM.
UNITS ARE US SURVEY FEET.
STA. 10404+22 - STA. 10458+46
STRUCTURE 197/1 TO STRUCTURE 198/1
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MARCH 7, 2014
198/1 - 198/2, CC-72-504 - 8000.WIR, RULING SPAN 1924 (FT)
188/3 - 198/1, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1150 (FT)
188/3 - 198/1, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1150 (FT)
198/1 - 198/2, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1918 (FT)
198/1 - 199/1, DRAKE_ACSR.WIR, RULING SPAN 2160 (FT)
186/7 - 198/1, RAIL_ACSR.WIR, RULING SPAN 1150 (FT)
10460+00 10470+00 10480+00 10490+00 10500+00
W
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.3
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1926 2449
10460+00 10470+00 10480+00 10490+00 10500+00 1
N65°00'18"E
MORTON, NORTH DAKOTA
T.139N R.81W, SEC 10
SEC 10
SEC 3
BURLEIGH, NORTH DAKOTA
T.139N R.81W, SEC 10
N6
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10452+42.00 -22°36'15"
198/1 198/2 198/3
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO
P
LS
CENTERLINE
1"=200' HORIZONTAL
1"=40' VERTICAL
SCALE:
APPROVEDDESIGNED
ROSS CLARK
ELECTRICAL ENGINEERING MANAGER
AS BUILT
LT 30 FT PROFILE LINE
RT 30 FT PROFILE LINE
ORIGINAL LINE DAWSON COUNTY-BISMARCK (DC-BS 4000-4132) INCLUDES STRUCTURES NUMBERED BETWEEN 0/1 THROUGH 208/5.
DC-BS WAS SUPERSEDED BY DAWSON COUNTY-BELFIELD (DC-BEF 4000-4065) INCLUDES STRUCTURES NUMBERED 0/1 THROUGH 94/2.
DC-BS WAS SUPERSEDED BY WARD DELIVERY-BELFIELD (WDD-BEF 4000-4068), INCLUDES STRUCTURES NUMBERED 94/3 THROUGH 202/2.
DC-BS WAS SUPERSEDED BY BISMARCK-WARD DELIVERY (BS-WDD 4000-4004), INCLUDES STRUCTURES NUMBERED 202/3 THROUGH 208/5.
NOTE:
NORTH DAKOTA
WARD DELIVERY-BELFIELD
230-KV TRANSMISSION LINE
PLAN & PROFILE
WDD-BEF
LEG EXTENSION FT
4 1
3 2
LOOKING AHEAD
C/L
STR BD2 TO 202/1
LOOKING AHEAD
C A B
PHASING
RIGHT OF WAY 125 FT
STRUCTURE RANGE - CABLE TYPE - RULING SPAN
SUPERSEDES DWG. NO. WDD-BEF 4063
AND 4064 (IN PART)
BETWEEN STRUCTURES 198/1 TO 199/1
COND. - 795 KCMIL 26/7 "DRAKE" ACSR
CURVE SHOWN AT 176°F, FINAL (FE) COND`S
NESC HEAVY LOADING
COND. - 954 KCMIL 45/7 "RAIL" ACSR
CURVE SHOWN AT 176 °F FINAL CONDTIONS
OGW - 1/2 INCH, 7 STRAND HS STEEL
CURVE SHOWN AT 60 °F FINAL CONDITIONS
MAXIMUM DESIGN OPERATING TEMP. = 176 °F
GROUND CLEARANCE = 22.4 FT.
LIDAR SURVEY: DATED 11/2011
IMAGERY: DATED 11/2011
PLS-CADD ANALYSIS V 12.10
PLS-CADD SIGN CONVENTION:
( ) UNSIGNED: RT AH
(-) NEG. SIGN: LT AH
COORDINATES AND BEARINGS ARE BASED
ON THE NORTH DAKOTA SOUTH STATE PLANE
COORDINATE SYSTEM, NAD83 DATUM.
UNITS ARE US SURVEY FEET.
STA. 10452+42 - STA. 10509+66
STRUCTURE 198/1 TO STRUCTURE 198/3
D E
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198/3 - 199/1, CC-72-504 - 8000.WIR, RULING SPAN 1960 (FT)
198/1 - 198/2, CC-72-504 - 8000.WIR, RULING SPAN 1924 (FT)
198/2 - 198/3, CC-72-504 - 8100.WIR, RULING SPAN 2449 (FT)
188/3 - 198/1, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1150 (FT)
198/2 - 198/3, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 2450 (FT)
198/3 - 199/1, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1968 (FT)
188/3 - 198/1, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1150 (FT)
198/1 - 198/2, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1918 (FT)
198/1 - 199/1, DRAKE_ACSR.WIR, RULING SPAN 2160 (FT)
186/7 - 198/1, RAIL_ACSR.WIR, RULING SPAN 1150 (FT)
10510+00 10520+00 10530+00 10540+00 10550+00 10560+00
P I
°5
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-4
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-4
1220 1219 1230
10510+00
S
SEC 10
SEC 3
N65°00'18"E
W A
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O U
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E X
2+
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6+
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10520+00 10530+00 10540+00 10550+00 10560+00
BURLEIGH, NORTH DAKOTA
T.139N R.81W, SEC 2
N89°57'20"E
BURLEIGH, NORTH DAKOTA
T.139N R.81W, SEC 2
N89°57'20"E
6+
W
IR
E R
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10515+85.74 24°57'02"
10515+85.74 24°57'02"
199/1 199/2 199/3 200/1
WESTERN AREA POWER ADMINISTRATION
UNITED STATES DEPARTMENT OF ENERGY
C A
E
CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO
P
LS
CENTERLINE
1"=200' HORIZONTAL
1"=40' VERTICAL
SCALE:
APPROVEDDESIGNED
ROSS CLARK
ELECTRICAL ENGINEERING MANAGER
AS BUILT
LT 30 FT PROFILE LINE
RT 30 FT PROFILE LINE
ORIGINAL LINE DAWSON COUNTY-BISMARCK (DC-BS 4000-4132) INCLUDES STRUCTURES NUMBERED BETWEEN 0/1 THROUGH 208/5.
DC-BS WAS SUPERSEDED BY DAWSON COUNTY-BELFIELD (DC-BEF 4000-4065) INCLUDES STRUCTURES NUMBERED 0/1 THROUGH 94/2.
DC-BS WAS SUPERSEDED BY WARD DELIVERY-BELFIELD (WDD-BEF 4000-4068), INCLUDES STRUCTURES NUMBERED 94/3 THROUGH 202/2.
DC-BS WAS SUPERSEDED BY BISMARCK-WARD DELIVERY (BS-WDD 4000-4004), INCLUDES STRUCTURES NUMBERED 202/3 THROUGH 208/5.
NOTE:
NORTH DAKOTA
WARD DELIVERY-BELFIELD
230-KV TRANSMISSION LINE
PLAN & PROFILE
WDD-BEF
LEG EXTENSION FT
4 1
3 2
LOOKING AHEAD
C/L
STR BD2 TO 202/1
LOOKING AHEAD
C A B
PHASING
RIGHT OF WAY 125 FT
STRUCTURE RANGE - CABLE TYPE - RULING SPAN
SUPERSEDES DWG. NO. WDD-BEF 4064
AND 4065 (IN PART)
BETWEEN STRUCTURES 198/1 TO 199/1
COND. - 795 KCMIL 26/7 "DRAKE" ACSR
CURVE SHOWN AT 176°F, FINAL (FE) COND`S
NESC HEAVY LOADING
COND. - 954 KCMIL 45/7 "RAIL" ACSR
CURVE SHOWN AT 176 °F FINAL CONDTIONS
OGW - 1/2 INCH, 7 STRAND HS STEEL
CURVE SHOWN AT 60 °F FINAL CONDITIONS
MAXIMUM DESIGN OPERATING TEMP. = 176 °F
GROUND CLEARANCE = 22.4 FT.
LIDAR SURVEY: DATED 11/2011
IMAGERY: DATED 11/2011
PLS-CADD ANALYSIS V 12.10
PLS-CADD SIGN CONVENTION:
( ) UNSIGNED: RT AH
(-) NEG. SIGN: LT AH
COORDINATES AND BEARINGS ARE BASED
ON THE NORTH DAKOTA SOUTH STATE PLANE
COORDINATE SYSTEM, NAD83 DATUM.
UNITS ARE US SURVEY FEET.
STA. 10508+66 - STA. 10562+90
STRUCTURE 199/1 TO STRUCTURE 200/1
D E
S
IG
N R
E F
. F
-5
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198/3 - 199/1, CC-72-504 - 8000.WIR, RULING SPAN 1960 (FT)
199/1 - 202/2, CC-72-504 -6200.WIR, RULING SPAN 1161 (FT)
198/3 - 199/1, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1968 (FT)
199/1 - 202/2, 1_2-7_STRAND_HS_STEEL.WIR, RULING SPAN 1161 (FT)
198/1 - 199/1, DRAKE_ACSR.WIR, RULING SPAN 2160 (FT)
199/1 - 202/2, RAIL_ACSR.WIR, RULING SPAN 1150 (FT)
Message from the Administrator
At Western, we show our commitment to safety every day through the actions we take, the training we offer and the work conditions we provide. We expect the same commitment to safety from each of our contractors who provide products or services to Western.
right decisions to ensure that the work environment is as safe as possible.
Our safety program is based on four points:
� Safety procedures or common sense must be applied by each Federal and not be set aside to meet a project schedule or for personal convenience.
� Employees and contractors must believe that they have the right and the responsibility to identify and take action to reduce, if not eliminate, haz
� Managers and supervisors must lead by example and execute their responsibility to ensure each job is accomplished in a safe and healthy way.
� Safety is a personal responsibility. Each individual make a task.
By integrating these principles into every task we take, together we can ensure Western is a safe place to work.
Message from the Administrator t Western, we show our commitment to safety every day through the actions we take, the training we offer and the work conditions we provide. We expect the same commitment to safety from each of our contractors who provide products or services to Western. In performing work for Western, all contractors must make the right decisions to ensure that the work environment is as safe as possible.
Our safety program is based on four points:
Safety procedures or common sense must be applied by each Federal and not be set aside to meet a project schedule or for personal convenience.
Employees and contractors must believe that they have the right and the responsibility to identify and take action to reduce, if not eliminate, hazardous work environments and hazardous work practices.
Managers and supervisors must lead by example and execute their responsibility to ensure each job is accomplished in a safe and healthy way.
Safety is a personal responsibility. Each individual makes the decision on what action to take to accomplish
By integrating these principles into every task we take, together we can ensure Western is a safe place to t Western, we show our commitment to safety every day through the actions we take, the training we offer and the work conditions we provide. We expect the same commitment to safety from each of our contractors
In performing work for Western, all contractors must make the right decisions to ensure that the work environment is as safe as possible.
Safety procedures or common sense must be applied by each Federal and contract employee. Safety should not be set aside to meet a project schedule or for personal convenience.
Employees and contractors must believe that they have the right and the responsibility to identify and take ardous work environments and hazardous work practices.
Managers and supervisors must lead by example and execute their responsibility to ensure each job is s the decision on what action to take to accomplish
By integrating these principles into every task we take, together we can ensure Western is a safe place to
Mark A. Gabriel
Administrator
| bs_0019d |
| jt_0016c |
| bs_jt_0003 |
| 43_206_s_2200 |
| 43_206_s_2202a |
| bs_jt_2002a_ei |
| bs_jt_1_2101_fio |
| bs_jt_1_2004_ei |
| 41_9027e |
| 31451-01494aaa - 285d-60 anchor bolt cage |
| 31451-01494aat - 285d-60 erection dwg - sheet 1 of 2 |
| 31451-0149aat - 285d-60 erection dwg - sheet 2 of 2 |
| 31451-3007 - 285d-60 top shaft assembly - sheet 1 of 2 |
| 31451-3007 - 285d-60 top shaft assembly - sheet 2 of 2 |
| 31451-3008 - 285d-60 bottom shaft assembly |
| 31451-025001aa - 285d-100 anchor bolt cage |
| 31451-02500at - 285d-100 erection dwg - sheet 1 of 2 |
| 31451-02500at - 285d-100 erection dwg - sheet 2 of 2 |
| 31451-3009 - 285d-100 top shaft assembly - sheet 1 of 2 |
| 31451-3009 - 285d-100 top shaft assembly - sheet 2 of 2 |
| 31451-3010 - 285d-100 upper middle shaft assembly |
| 31451-3011 - 285d-100 lower middle shaft assembly |
| 31451-3012 - 285d-100 bottom shaft assembly |
| 31451-specnote sheet 5 of 7 - fixed ladders |
| 31451-specnote sheet 6 of 7 - fixed ladders |
| 31451-c - 285d ogw davit arm |
| 31451-d - 285d conductor davit arm |
| ssg001 - sheet 1 of 2 |
| ssg001 - sheet 2 of 2 |
| ssg002 |
| ssg004 |
| ssg005 |
| bs_jt_1_1000 |
| wdd_bef_1001 |
| 41_1018c |
| 41_1020b |
| 41_1023d |
| 41_1031f |
| bs_jt_4024c |
| wdd_bef_4311 |
| wdd_bef_4312 |
| wdd_bef_4313 |
| Drawings Index Rev 31 Jul 15.pdf |
| A. GENERAL: |
| B. LIST OF DRAWINGS: |
File details come from the government source that posted it. Updated .