00015940 Exhibit 6 Plans.pdf

PDF 444 KB Posted

Attached to
OR86: Snake River (Oxbow) Bridge Paving PRoject
Solicitation number
S-73000-00015940
Issued by
Baker County, Barlow City, Oregon

About this file

This is a plan document prepared by the Oregon Department of Transportation for the Snake River (Oxbow) Bridge Paving Project on OR86 in Baker County. The project involves resurfacing work on a bridge structure located at milepost 70.8 along the Baker-Copperfield Highway, with an overall project length of 0.09 miles. The plans, dated March 2026, include typical sections and standard drawing specifications prepared by registered professional engineer Lindsey M. McCullough. The project scope requires cold plane pavement removal of existing asphalt concrete surfacing over the concrete bridge deck and installation of new asphalt concrete pavement with a nominal thickness varying from 2 to 3 inches, utilizing Level 3 PG 64-28 ACP wearing course material. The typical section specifications indicate a 2 percent slope and dimensions of 12 feet by 2 feet, with depths of 3 inches at the center and 2 inches at the curb.

The contract requires that bidders supply all labor, equipment, and machinery necessary to complete the resurfacing work, while the Oregon Department of Transportation will provide traffic control services for the project. The plans reference both a title sheet and roadway typicals, details, curb ramp details, and pipe data sheets as supporting documentation. No specific pricing information, bid due dates, or contract award details are included in the plan document itself.

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Other files

File Type Posted
00015940 Sample Contract~1.docx DOCX document
Required Supplemental Request Form - Public Improvement.dat —
00015940 Exhibit 5 Specifications.pdf PDF
00015940 Intent To Award.xlsx XLSX spreadsheet
00015940 PI Invitation to Bid.docx DOCX document
00015940 Preliminary Results.xlsx XLSX spreadsheet

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Text version

BRIDGE PAVING PROJECT

OR86: SNAKE RIVER (OXBOW)

BAKER-COPPERFIELD HIGHWAY

MARCH 2026

BAKER COUNTY

STATE OF OREGON

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED PROJECT

PAVING

F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

T. 07 S., R. 48 E., W.M.

A01

NO.

SHEET

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title Sheet & Std. Dwg. Nos.

Typical Sections

A01

BA01

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

W

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

Overall Length Of Project - 0.09 Miles

T it le S h e e t.

d g n

A

/2

/2

:5

:0

A

M h w y e h

HALFWAY

RICHLAND

COPPERFIELD

86S

I

D

H

R

E

G

N

PROJECT SITE

OR86, MP 70.8

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

BAKER COUNTY

BAKER-COPPERFIELD HIGHWAY

BRIDGE PAVING PROJECT

OR86: SNAKE RIVER (OXBOW)

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

BA01

n/a n/a

Lindsey M. McCullough

Lindsey M. McCullough

TYPICAL SECTIONS

EN

GINEER

RE

GI

S

97542PE

RENEWS: 12-31-2026

OREGON

L

IN

D

SEY

M.MCCULLO

U

G H

TE

RED

PROFESSIONAL

JU

LY 13,202

Depth - 3" at � and 2" at curb

Cold Plane Pavement Removal (By Others)

Extg. AC surfacing over conc. bridge deck

2'12'12'2'

OR86

Nom. thkn. var. 2" to 3" Level 3, ½" PG 64-28 ACP wearing course

Sl. 2% Sl. 2%

MP 70.745 To MP 70.836 (Structure No. 08979)

T y p ic a ls

.d g n T y p ic a l

/2

/2

:5

:0

M w y e

A - Title & Index
A01
B - Roadway Typicals-Details-Curb Ramp Details-Pipe Data
BA01
2026-01-29T09:53:59-0800
MCCULLOUGH Lindsey M

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