Attachment A Plans~9.pdf

PDF 6 MB Posted Apr 14, 2025

Attached to: I-84: Echo Salt Shed Fencing Project
Solicitation number: S-73000-00013517
Issued by: Union County, Oregon

About this file

Written by GovTribe AI · Apr 16, 2025

The document is a set of construction plans for the I-84: Echo Salt Shed Fencing Project, prepared by the Oregon Department of Transportation (ODOT) in Umatilla County, dated May 2025. The project involves installing a new chain link security fence around the ODOT Echo Stockpile site, located at I-84, Milepost 193, near the towns of Echo and Stanfield. The plans include detailed drawings for a 6-foot-6-inch (6L-6R) chain link security fence with specific installation requirements, including corner and end installations, extension arms, and gate configurations.

The project documents specify standard chain link fence construction using 12" diameter concrete footings, tension wire, line posts, and top rails, with barbed wire extensions at a 45-degree angle. The fence will be constructed using 11-gauge chain link fabric with 2" diamond mesh and knuckled finish selvage. The plans include comprehensive technical specifications for different fence types (CL-4, CL-5, CL-6), gate installations, and material requirements, adhering to current Oregon Standard Specifications. The project is part of ODOT's infrastructure improvement efforts to secure the Echo Stockpile site along the Old Oregon Trail Highway.

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Other files

File	Type	Posted
00013517 Intent To Award.xlsx	XLSX spreadsheet	Apr 14, 2025
Required Supplemental Request Form - Public Improvement.dat	—	Apr 14, 2025
Attachment B Specifications~7.pdf	PDF	Apr 14, 2025
Invitation.To.Bid~18.docx	DOCX document	Apr 14, 2025
00013517 Preliminary Results.xlsx	XLSX spreadsheet	Apr 14, 2025
Advertisment Community Engagement RFP 2025.pdf	PDF	Apr 14, 2025

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58V-054 C

H A

R G

E N

U M

B E

(503) 232-1987).

The Oregon Utility Notification Center Is

The Center (Note: The Telephone Number For

You May Obtain Copies Of The Rules By Calling

Through OAR 952-001-0100.

Those Rules Are Set Forth In OAR 952-001-0001

By The Oregon Utility Notification Center.

Oregon Law Requires You To Follow Rules Adopted

ATTENTION:

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

S T

S A F E T Y

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S A F E T Y

MAY 2025

UMATILLA COUNTY

OLD OREGON TRAIL HIGHWAY

I-84: ECHO SALT SHED FENCING PROJECT

FENCING

PLANS FOR PROPOSED PROJECT

DEPARTMENT OF TRANSPORTATION

STATE OF OREGON

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

UMATILLA COUNTY

OLD OREGON TRAIL HIGHWAY

I-84: ECHO SALT SHED FENCING PROJECT

A01A01STATE

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOOD

RIVER

DALLES

THE

MADRAS

PRINEVILLE

BEND

COQUILLE

GRANTS

PASS

Ashland

BURNS

KLAMATH

FALLS

CONDON

MORO

PENDLETON

LA GRANDE

ENTERPRISE

VALE Ontario

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

Athena

N. Powder

Unity Dayville

Sisters

Juntura

Frenchglen

Burns Jct.

McDermitt

Paisley

La Pine

Crescent

Biggs

Lexington

Hermiston Boardman

Ukiah

Arlington

Malin

Brookings

Coos Bay

Drain

Canyonvil le

Reedsport

Oakridge

Goshen Florence

Lincoln City

Waldport

Home Sweet

Detroit Antelope

Maupin

Forest Grove

Hebo

Cannon Beach

Seaside Rainier

Milton-Freewater

26 35 197

39519

3953197

Bonanza

Junction City

BAKER CITY

HEPPNER

Copperfield

Lake Silver

Junction CaveBEACH

GOLD

Orford Port

LAKEVIEW

CANYON

CITY

Day John

CITY

OREGON

HILLSBORO

DALLAS

Redmond

Val ley Jordan

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

BA01 Details

R/W Map No. - N/A

Standard Dwg. Nos.

ECHO

TO PENDLETON ��

PROJECT SITE

I-84, M.P. 193

STANFIELD

C01 General Construction

Chain Link Fence- RD815

T. 3 N., R. 30 E., W.M.

O T

N E

MTRAPED

O G

E R

OITATROPS

N A

R T

R_M25027_ts_01.dgn :: A01 4/7/2025 10:46:01 AM hwye53h

2025.04.07 10:49:53 -07'00'

2025.04.07 10:51:21 -07'00'

RD815

CHAIN LINK FENCE

R D

.d g n

13-JAN-2020N/A

J U

1 1

S T

E E

L m in

" 4

1 1 1 for intermediate end post

Symmetrical about post

D D F

(in) nom.

(in) min.

CL-4

CL-5

include slat wind loading.

NOTE: For CL-6, CL-6R, CL-8, CL-8R, CL-10 & CL-10R, the hardware is minimum and does not bar

Stretcher post or corner

End, gate

Ground line footing

Concrete

Line post

" dia.8

Truss rod

Brace rail

(alternate position)

Brace rail

7 gauge

Tension wire

9" dia. min.

12" dia. min.

6" gate post

20" dia. min. for footing

Concrete 9" dia. min.

m in

10'-0" max. 10'-0" max.

600'-0" max. run f a b r ic m in

10'-0" max.

11 gauge mesh fabric 2"

Chain link

Line post

7 gauge

Tension wire

Ground line footing

Concrete

12" dia. min.

See general note 8

End and Corner Posts.

and install lower brace rail in alternate position at

For runs of fence of 20' or less, omit truss rod

Brace rail

" dia.8

Truss rod

Intermediate end post

Line post

Brace rail

" dia.8

Truss rod

Stretcher bar

9" dia. min.

m in m in

10'-0" max.

600'-0" max. run 10'-0" max.

m in m in f a b r ic

See general note 8 end post intermediate corner or

End, gate, Footing

Concrete

Bracing symmetrical intermediate end post about post for

12" dia. min.

6" gate post

20" dia. min. for

(See gen. note 2)

" dia.8

Truss rod

Ground line

Brace rail

Top rail

Stretcher bar

Line post

7 gauge wire

Tension footing

Concrete

9" dia. min.

omit truss rod at end and corner posts.

For runs of fence of 20' or less, Top rail

Line post

11 gauge

2" mesh fabric

Chain link line

Ground

9" dia. min.

m in post or corner

End, gate bar

Stretcher

Brace rail footing

Concrete

9" dia. min.

Line post note 2)

(See gen.

" dia.8

Truss rod

7 gauge

Tension wire footing

Concrete

D D

10'-0" max. 10'-0" max.

600'-0" max. run

6" gate post.

20" dia. min. for

12" dia. min.

Line Post

11 gauge mesh fabric 2"

Chain link

9" dia. min.

" dia.8

Truss rod

F a b r ic h e ig h t

7 gauge

Tension wire 10'-0" max.

Stretcher bar Brace rail

Ground line footing

Concrete

12" dia. min.

See general note 8

9" dia. min.

bar

Stretcher

" dia.8

Truss rod

Brace rail

Intermediate end post

Line post

10'-0" max.

D 4 end post intermediate corner or

End, gate, Top rail

Stretcher bar

Ground line 7 gauge wire

Tension

Line post footing

Concrete

6" gate post

20" dia. min. for

12" dia. min.

9" dia. min. 9" dia. min.

footing

Concrete

11 gauge

2" mesh fabric

Chain link

Line post

Top rail10'-0" max.

600'-0" max. run

10'-0" max.

DD D

F a b r ic h e ig h t

F at end and corner posts.

For runs of fence of 20' or less, omit truss rod

See general note 8

(in) min.

(in) nom.

CL-4R

CL-5R

36 36

24 48

TYPE

F e n c e I n d u s tr y in

N o m

D ia in

F e n c e I n d u s tr y in

N o m

D ia in

S iz e l b f t

W t.

F e n c e I n d u s tr y in

N o m

D ia

GATE

SINGLE

GATE

DOUBLE

CL-5 & CL-5R

CL-4 & CL-4R

S T

E E

TYPE

CL-6 & CL-6R 8

1 4

1 8

2 2 x4

4.10 8

2 2

22.72 x8

(ft)

GATE OPENING

TUBULARH-SECTIONTUBULARTUBULAR

TOP RAILS

AND

BRACE

LINE POSTS

END POST

INTERMEDIATE

END, CORNER &

POSTS

GATE

TUBULAR

N o m

D ia in

F e n c e I n d u s tr y

2Up thru 12Up thru 6

7 thru 13

14 thru 18 27 thru 36

13 thru 26 4

Gate post

" dia.8

Truss rod line

Ground post

Gate

" nom. pipe size2

Gate frame

Gate opening

(As shown on plans)

Gate opening

(As shown on plans )

11 gauge

2" mesh

Chain link fabric

Gate post

Stretcher bar

See general note 8

10. Add fence grounding as required.

9. See project plans for details not shown.

" diamond mesh.2

" by 52 gauge wire woven in 3

8. Chain link fabric for the fence to be installed with pickets shall be 9

7. All chain link fabric top and bottom selvage shall be knuckled finish.

6. All concrete shall be commercial grade concrete.

See ODOT's QPL for acceptable alternates.

AASHTO M181 are acceptable alternates.

5. Posts and rails with sections not shown that meet the requirements of

4. For cross sectional dimensions of members, see Table 1.

to be as indicated for a single gate installation of the wider gate width.

double gate installation with unequal width gates, size of both posts

3. Gate posts on each side of a gate opening to be the same size. At a

2. Fittings shown are illustrative of use and not specific as to design.

1. Do not use top rail where fence can be struck by an errant vehicle.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

GATES

TYPES CL-4R & CL-5R

TYPE CL-6

TYPES CL-4 & CL-5

TYPE CL-6R

DOUBLESINGLE

M E M B E R

TYPE

T A B L E 1 the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

A01

BA01-FLAT

C01-FLAT

RD815

File details come from the government source that posted it. Updated Apr 15, 2025.