fp_wn_6006.pdf

PDF 250 KB Posted Aug 17, 2021

Attached to: MMO Laminated Structure
Solicitation number: 89503421QWA000474
Issued by: Department of Energy Western Area Power Administration

View the file

Other files

File	Type	Posted
42730PG1 Part1.pdf	PDF	Aug 17, 2021
Laminated Poles - OM - February 2018.docx	DOCX document	Aug 17, 2021
Sol_89503421QWA000474.pdf	PDF	Aug 17, 2021
42730PG2 Part1 .pdf	PDF	Aug 17, 2021
existing 4SWT.jpg	JPG image	Aug 17, 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.

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

UNGUYED

AutoCAD SHX Text

TENSION DEAD-END TO SWITCH

AutoCAD SHX Text A

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text (0g LINE ANGLE)

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

OVERLOAD FACTOR:

AutoCAD SHX Text

NESC VERTICAL=1.5

AutoCAD SHX Text

TRANSVERSE (WIND)=2.5

AutoCAD SHX Text

TRANSVERSE (WIRE TENSION)=1.65

AutoCAD SHX Text

LONGITUDINAL=1.65

AutoCAD SHX Text

HIGH WIND ALL=1.1

AutoCAD SHX Text

STRUCTURE AND ATTACHMENTS SHALL BE DESIGNED FOR

AutoCAD SHX Text

THE SIMULTANEOUS APPLICATION OF DEAD LOAD, WIND ON

AutoCAD SHX Text

THE STRUCTURE, AND WIRE LOADS.

AutoCAD SHX Text

STRUCTURE GUYS ARE NOT PERMITTED.

AutoCAD SHX Text

CONDUCTOR:

AutoCAD SHX Text

OGW:

AutoCAD SHX Text

DESIGN FOR FOLLOWING INITIAL TENSIONS:

AutoCAD SHX Text

NESC MEDIUM: 2017 EDITION, 1/4" RADIAL ICE, 4 PSF

AutoCAD SHX Text WIND AT 15gF.

AutoCAD SHX Text

GLU-LAM MANUFACTURER SHALL DETERMINE EMBEDMENT

AutoCAD SHX Text

DEPTH "E" AND BACKFILL MATERIAL FOR STRUCTURE.

AutoCAD SHX Text

GLU-LAM MANUFACTURER SHALL PROVIDE ATTACHMENT

AutoCAD SHX Text

HARDWARE BASED ON CRITERIA IN THE SPECIFICATIONS

AutoCAD SHX Text

AND SUITABLE FOR ITS INTENDED USED.

AutoCAD SHX Text

INSTALL IN ACCORDANCE WITH MANUFACTURERS

AutoCAD SHX Text

RECOMMENDATIONS.

AutoCAD SHX Text

POLES SHALL BE SET TO WITHIN 3" OF THE SPECIFIED

AutoCAD SHX Text

SETTING.

AutoCAD SHX Text

GRADE B CONSTRUCTION.

AutoCAD SHX Text

ASSUME TYPE 6 SOIL (5,500 PSF)

AutoCAD SHX Text

INCLUDE RECOMMENDED BACKFILL MATERIAL

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 10.

AutoCAD SHX Text 11.

AutoCAD SHX Text 12.

AutoCAD SHX Text

WOOD POLE STRUCTURES

AutoCAD SHX Text

GROUNDING DETAILS

AutoCAD SHX Text 41 1012

AutoCAD SHX Text

OVERHEAD GROUND WIRE ASSEMBLY

AutoCAD SHX Text

DETAILS FOR WOOD POLE STRUCTURES

AutoCAD SHX Text 41 1019

AutoCAD SHX Text

TENSION INSULATOR ASSEMBLIES

AutoCAD SHX Text

SINGLE STRING

AutoCAD SHX Text 41 1022

AutoCAD SHX Text

DOUBLE STRING

AutoCAD SHX Text 41 1023

AutoCAD SHX Text 5.

AutoCAD SHX Text

REFER TO TECHNICAL SPECIFICATION FOR WESTERN AREA

AutoCAD SHX Text 13.

AutoCAD SHX Text

WIND PLUS ICE ALL=1.1

AutoCAD SHX Text HIGH WIND: 90MPH WIND AT 60gF WITH 1.15 FACTOR FOR

AutoCAD SHX Text

FOR THE STRUCTURE.

AutoCAD SHX Text

WIRES AND 1.4O HEIGHT AND GUST FACTOR

AutoCAD SHX Text

FORT PECK-WILLISTON 230KV T-LINE

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

230KV HSWT-GL

AutoCAD SHX Text

H-FRAME SWITCH 36/10

AutoCAD SHX Text

GLUED LAMINATED STRUCTURE

AutoCAD SHX Text

KAREN ROWE

AutoCAD SHX Text

GINA CRAWFORD

AutoCAD SHX Text

FP-WN

AutoCAD SHX Text

HEADQUARTERS - LAKEWOOD, COLORADO

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text S:\Engineering\PLS Libraries And Structure Models\NERC_Studies\UGP\Ft Peck_Wolf Point_Culbertson_Williston\DWGS\fp_wn_6006.dwg Last Saved By: Knezel, Christopher on 6/10/2021 6:30 AM Last Saved By: Knezel, Christopher on 6/10/2021 6:30 AMKnezel, Christopher on 6/10/2021 6:30 AM on 6/10/2021 6:30 AM6/10/2021 6:30 AM

AutoCAD SHX Text

POWER OPERATION AND MAINTENANCE PURCHASE OF GLUED

AutoCAD SHX Text

LAMINATED STRUCTURES - FEBRUARY 2018.

AutoCAD SHX Text

3/8" 7-STRAND, EXTRA HIGH STRENGTH

AutoCAD SHX Text

954 KCM, 45/7 RAIL

AutoCAD SHX Text 14.

AutoCAD SHX Text

ADD DEAD-END TEES BELOW CONDUCTOR ATTACHMENT POINTS

AutoCAD SHX Text

ON BOTH SIDES OF ALL THREE POLES FOR CONSTRUCTION

AutoCAD SHX Text

REFERENCE DRAWINGS

AutoCAD SHX Text

HARDWARE LIST

AutoCAD SHX Text

PART NO.

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

LAMINATED RAKED POLE

AutoCAD SHX Text

SWITCH PLATFORM

AutoCAD SHX Text

DEAD-END TEE

AutoCAD SHX Text

AS REQD

AutoCAD SHX Text

BONDING CLIPS EQUAL TO HUGHES BROS 2727

AutoCAD SHX Text

AS REQD

AutoCAD SHX Text

MACHINE BOLTS, WASHERS, LOCKNUTS, AND EYE NUTS

AutoCAD SHX Text

FOUNDATION ASSEMBLY KIT

AutoCAD SHX Text

AS REQD

AutoCAD SHX Text

PARALLEL GROOVE CLAMP, 2-BOLT COPPER ALLOY

AutoCAD SHX Text

AS REQD

AutoCAD SHX Text

NO. 2 AWG 30% CONDUCTIVITY, COPPER CLAD WIRE ATTACHED WITH 2" STAPLES

AutoCAD SHX Text

POLE BOTTOM PLATE (BLACKBURN NO. GP 110 OR EQUAL) ATTACHED TO POLE

AutoCAD SHX Text

AS REQD

AutoCAD SHX Text

STEEL STRAND 7/16, 7-WIRE, HIGH STRENGTH

AutoCAD SHX Text

NOT PROVIDED BY GLUED LAMINATED POLE MANUFACTURER

AutoCAD SHX Text

DESIGN LOADS

AutoCAD SHX Text 36/10

AutoCAD SHX Text

WIRES

AutoCAD SHX Text

CONDUCTOR

AutoCAD SHX Text

OVERHEAD GROUND WIRE (NORTH)

AutoCAD SHX Text

OPTICAL GROUND WIRE (SOUTH)

AutoCAD SHX Text

HSWT-GL

AutoCAD SHX Text

NUMBER-SIZE/TYPE

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

1-3/8 INCHES

AutoCAD SHX Text 1-.465

AutoCAD SHX Text

BACK

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

1-3/8 INCHES

AutoCAD SHX Text 1-.465

AutoCAD SHX Text

RULING SPAN

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

BACK

AutoCAD SHX Text

NESC MEDIUM (2017 EDITION)

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

TENSION (LBS) (INITIAL)

AutoCAD SHX Text

BACK

AutoCAD SHX Text

HIGH WIND

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

TENSION (LBS) (INITIAL)

AutoCAD SHX Text

BACK

AutoCAD SHX Text

AutoCAD SHX Text 60gF

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

TENSION (LBS) (INITIAL)

AutoCAD SHX Text

BACK

AutoCAD SHX Text

WIRE ATTACHMENT HEIGHT

AutoCAD SHX Text 40.00

AutoCAD SHX Text 55-3

AutoCAD SHX Text

STRUCTURE NUMBER

AutoCAD SHX Text

TITLE GLUED LAMINATED STRUCTURE DRAWING

AutoCAD SHX Text

ANGLE TURNED IN DEGREES

AutoCAD SHX Text

Z (FT)

AutoCAD SHX Text

H (FT)

AutoCAD SHX Text

MAX SPAN (FT)

AutoCAD SHX Text

WIND SPAN (FT)

AutoCAD SHX Text

WEIGHT SPAN (FT)

AutoCAD SHX Text 36/10

AutoCAD SHX Text FP-WN 230KV STR NO. 36/10 LINE ANGLE=0g HSWT-GL-

AutoCAD SHX Text 0g

AutoCAD SHX Text

AND MAINTENANCE PURPOSES.

AutoCAD SHX Text

STRUCTURE SHALL BE DESIGNED TO ACT AS A FULL

AutoCAD SHX Text

DEAD-END STRUCTURE CAPABLE OF LOADING ON ONE SIDE

AutoCAD SHX Text 15.

AutoCAD SHX Text

OPGW:

AutoCAD SHX Text

.465" AFL #DNO-3825 CC-57/465

AutoCAD SHX Text June 10, 2021

AutoCAD SHX Text

ONLY.

AutoCAD SHX Text

STRUCTURES ARE DESIGNED FOR FUTURE 230KV, RAIL

AutoCAD SHX Text

CONDUCTOR WITH A NESC TMAX=8650 LB. EXISTING

AutoCAD SHX Text

115KV, IBIS CONDUCTOR NESC TMAX=7294LB. OVERHEAD

AutoCAD SHX Text

GROUND WIRE AND OPTICAL OVERHEAD GROUND WIRE

AutoCAD SHX Text

TENSIONS WILL REMAIN THE SAME.

AutoCAD SHX Text 16.

AutoCAD SHX Text 17.

AutoCAD SHX Text

SWITCH OPERATOR HANDLE AND ASSOCIATED PARTS SHALL

AutoCAD SHX Text

BE LOCATED ON NORTH SIDE OF STRUCTURE.

File details come from the government source that posted it. Updated Aug 17, 2021.