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Updated Drawings 0002

Updated

A PDF document (1023 KB) attached to East Canal Efficiency Improvements, from the Bureau of Reclamation. Due Nov 20, 2026, 1:00 PM (UTC-7).

File name: 140R4026R0025_-_Updated_Drawings_30OCT2026_0002.pdf

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CAD SYSTEM

AutoCAD 25.0S (LMS TECH)

CAD FILENAME

ECEIP-STRUCTURE DETAILS.DWG

LAST SAVED DATE

2026-10-29

LAST SAVED BY

DDAVISON

C

SAFETY

BUREAU OF RECLAMATION

U.S. DEPARTMENT OF THE INTERIOR

ALWAYS THINK

D
D

C

B
B

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

A
A

SHEET 2 OF 2

CAD SYSTEM

AutoCAD 25.0S (LMS TECH)

CAD FILENAME

ECEIP-STRUCTURE DETAILS.DWG

LAST SAVED DATE

2026-10-29

LAST SAVED BY

DDAVISON

C

SAFETY

BUREAU OF RECLAMATION

U.S. DEPARTMENT OF THE INTERIOR

ALWAYS THINK

D
D

C

B
B

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

A
A

SHEET 1 OF 1

CAD SYSTEM

AutoCAD 25.0S (LMS TECH)

CAD FILENAME

GK CHECK CURRENT.DWG

REV NO

LAST SAVED DATE

2026-10-29

LAST SAVED BY

DDAVISON

C

SAFETY

BUREAU OF RECLAMATION

U.S. DEPARTMENT OF THE INTERIOR

ALWAYS THINK

D
D

C

B
B

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

A
A

SHEET 3 OF 3

3'-10"

C

1-1/2" Pipe Sched 40 typ

C

4"

5 1/2"

3 1/2"

1'-8 1/2" typ
D

D

2 1/4"

2 1/2"

1/4" thick

3'-5" Typ
5/8"

1/2" thick

A

A

1-3/4" or 2" Square tube
3/16" wall

VIEW C-C

CHAIN ATTACH PLATE

FLAT PATTERN

TYPICAL FOOT PLATE

VIEW A-A

SCALE 1/2

3'-6"

Chain Attach Plate

1'-8"

3'-10"

C

3'-10"

ISOMETRIC VIEW

SCALE 1 /6

3'-10"

5'-0"

CHAIN POST WELDMENT

QTY 18

Rev 26Oct2026 Added option to use 2" square tube for chain post

DIVERSION INLET, 16' 6" GUARD RAIL

QTY 1

D

3"

5 x 3'-9"

1-1/2" OD tube

DETAIL D

TYPICAL JOINT

EAST CANAL

EAST CANAL EFFICIENCY

IMPROVEMENT PROJECT

(16'-6")

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

UNCOMPAHGRE PROJECT

GUARD RAIL SHORT

QTY 3

ALWAYS THINK SAFETY

2'-4"

*See note 8*

B

Matt Bryner

B

C

Matt Bryner

DESIGNED

DIVERSION INLET 18' 9" GUARD RAIL

QTY 1

Matt Bryner

DRAWN

Duane Davison, P.E.

CHECKED

Joshua Dunham, P.E.

TECH. APPR.

Frederick Busch, P.E.

13'-0"

1'-0"
typ

4 x 3'-9"

APPROVED

3 x 3'-8"

Notes
1. All materials are Steel, any grade.
2. Weld in accordance with AWS D1.1.
3. Weld sizes, if shown, are minimums.
4. Fully weld all pipe joints and grind smooth.
5. Flat patterns will be provided electronically when requested. 6. Remove all weld spatter, burrs and round sharp edges. 7. Galvanize in accordance with specifications.
8. Diversion guard rail can be fabricated as a single piece at contractor's discretion, a single joint can be added midspan to other guard rails at contractor's discretion.

A

GRAND JUNCTION, CO 13 MAR 2026

GUARDRAIL DETAILS

TOLERANCES (UNLESS NOTED OTHERWISE)

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