00013506 Att A Plans.pdf

PDF 3 MB Posted Apr 30, 2025

Attached to: OR 140: CULVERT REPAIR PROJECT, MP 73. 09 TO MP 95. 031
Solicitation number: S-73000-00013506
Issued by: Lake County, Oregon

About this file

Written by GovTribe AI · May 1, 2025

The document is a set of engineering plans for the Oregon Department of Transportation's Culvert Repair Project, specifically focusing on Highway OR 140 between Klamath Falls and Lakeview in Lake County, Oregon, scheduled for April 2025. The project covers culvert repairs and rehabilitation along a 21.94-mile stretch of highway, from milepost 73.09 to milepost 95.031, with multiple detailed drawings showing specific culvert locations, replacement strategies, and water management plans. The plans include comprehensive technical specifications for culvert rehabilitation, including pipe replacements, grade control structures, sandbag barriers, fish screening, and temporary water management features.

The project documents indicate a renewal date of 6-30-2023 and include extensive technical details about culvert rehabilitation techniques, including specific measurements for culvert sizes (ranging from 18" to 36"), replacement methods, and environmental mitigation strategies. The plans demonstrate a comprehensive approach to infrastructure maintenance, with careful consideration of hydraulic flow, fish passage, sediment control, and roadway integrity. The engineering drawings provide precise location markers, cross-sectional views, and installation details for each culvert repair site, suggesting a methodical and engineering-focused approach to highway infrastructure maintenance in a rural Oregon highway corridor.

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Other files

File	Type	Posted
00013506 Prelim Bid Results.xlsx	XLSX spreadsheet	Apr 30, 2025
00013506 Att C Bid Pricing Form.xlsx	XLSX spreadsheet	Apr 30, 2025
00013506 Att A Revised Plans.pdf	PDF	Apr 30, 2025
00013506 Att C Revised Bid Pricing Form.xlsx	XLSX spreadsheet	Apr 30, 2025
00013507 Prelim Bid Results.xlsx	XLSX spreadsheet	Apr 30, 2025
00013506 Att B Special Provisions and Specifications.docx	DOCX document	Apr 30, 2025
00013506 Invitation to Bid.docx	DOCX document	Apr 30, 2025

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PLANS FOR PROPOSED PROJECT

CULVERT REPAIR

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

STATE OF OREGON

DEPARTMENT OF TRANSPORTATION

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

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S A F E T Y

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H_M24105_ts_01.dgn :: Default 4/7/2025 9:03:25 AM hwyr33e 1"=100' Scale: Rotation: 0°

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

ATTENTION:

(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 952-001-0090.

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

By The Oregon Utility Notification Center.

Oregon Law Requires You To Follow Rules Adopted

MP 73.09 TO MP 95.031

OR 140: CULVERT REPAIR PROJECT

KLAMATH FALLS - LAKEVIEW HIGHWAY

LAKE COUNTY

APRIL 2025

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

LAKE COUNTY

KLAMATH FALLS - LAKEVIEW HIGHWAY

MP 73.09 - MP 95.031

OR 140: CULVERT REPAIR PROJECT

A01STATE

End Project

MP 95.031

Begin Project

MP 73.09

HB01

HB04

HB05

Plans

HB02

PlansHB03

Plans

58V-055

HB06 Plans

ProfilesHB07

PlansHB08

MP 145.74

HB09 Culvert Marker Details

HD01

HD02

Concept Temporary Water Management Plan

2025.04.07 08:28:42 -07'00'

2025.04.30 07:02:36

2025.04.07 08:31:40 -07'00'

2025.04.07 08:32:54

2025.04.07 08:33:56 -07'00'

2025.04.07 08:34:44 -07'00'

2025.04.07 08:35:27 -07'00'

2025.04.07 08:36:12

2025.04.07 08:36:56 -07'00'

2025.04.07 08:37:39 -07'00'

2025.04.07 08:38:24 -07'00'

RD300

INSTALLATIONS

PIPE ZONE AND MULTIPLE

TRENCH BACKFILL, BEDDING,

R D

.d g n

14-JUL-2014N/A

J U

"A" note 4)

(See general

Tracer wire

MULTIPLE INSTALLATIONS

DIAMETER MIN. SPACE BETWEEN PIPES

(in)

"A"

(in)

"B"

(in)

"C"

(in)

"D"

TABLE A

Finish grade stabilization, as required

Trench foundation see Table A

"C" Pipe bedding, Top of subgrade as directed

Topsoil or existing material

Surfacing-match

Base material m a te r ia l

E x c a v a te d n a ti v e

C la s s A c r u s h e d r o c k

C la s s B o r m a x c le a n s a n d

C la s s C

A s d ir e c te d m a te r ia l m a x

C la s s D p it o r b a r r u n

C L

S M

C la s s E

T re n c h b a c k fi ll a re a P ip e z o n eS e e T a b le

Nom."B" "B"

Pipe diameter

24" min.

m in

D ia

Up to 48"

48" to 72"

24"

) dia. of pipe2

One half (

4. See Std. Dwg. RD336 for tracer wire details (When required).

3. Pipes over 72" diameter are structures, and are not applicable to this drawing.

diameter.

used and the pipe is ≥ 36" diameter, increase dimension "B" to nominal pipe

2. For pipe installation in embankment areas where the trench method will not be

1. Surfacing of paved areas shall comply with street cut Std. Dwg. RD302.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

see general note 3.

For pipes over 72" diameter, 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

RD325

CORRUGATED METAL PIPE

COUPLING BANDS FOR

R D

.d g n

REVISED DETAILS AND NOTES01-2023

20-JAN-2023N/A

J A

⅝

⅜

⅝

Band 7"

(In) Pipe Dia.

(In) Pipe Dia.W (In)

Ann.Hel. Bolts "2

# Of W (in)

Ann.Hel.

24-84

18-84

12-15

6-10

2-3

36-120

36-84

Bolts "2

# Of

Dim. A

C o rr u g a ti o n s

60-84

24-54

12-21

84-120

60-84

36-54

Rods # Of

(in) W

"x anchors, when required.

See Std. Dwgs. RD330 and RD332 for pipe slope8.

engineer.

or other insulating material as approved by the a full width neoprene gasket or coated with asphalt connected, the connecting band shall be used with To prevent galvanic action when unlike metals are7.

diameters over 42".

bands of two or more pieces are required for pipe pipe diameters up to and including 42". Coupling One or two piece coupling bands are optional for6.

Standard Specifications.

tested for water tightness in accordance with the Joints for sanitary sewers and siphons are to be5.

". 16 3diameter, the gasket thickness may be centering on the joint. For pipes 12" or less in thick of a width equal to the band width and

" 8 3 vulcanized) synthetic, closed-cell sponge rubber all coupling bands shall be (butt-cemented or installations when shown on the plans. Gaskets for irrigation pipes, storm sewers, and other Watertight joints with gaskets are required for4.

corrugation and pipe diameter shown may be used.

width coupling band indicated for the band type, used as an acceptable alternate, the minimum Under conditions where concrete pipe may be3.

that used for the pipe.

aluminum pipe shall be of the same thickness as nominal thickness. Coupling bands for corrugated 0.109" nominal thickness nor less than 0.052" than that used for the pipe but not more than pipes may be two numerical thicknesses lighter Coupling bands for corrugated iron and steel2.

shall be galvanized or aluminum coated.

All steel coupling bands and connection hardware1.

TYPE E

TYPE DTYPE BTYPE A

HELICAL COUPLINGANNULAR COUPLING

CONNECTION ANGLE DETAIL

TOP VIEW

END VIEW END VIEW

COUPLING BAND DIMPLE DETAIL

" Corrugations2 1"x3

22 3"x1" Corrugations

(In) Pipe Dia.

(In) Rod Dia.

Narrow Band Wide Band

Req'd. above 42" dia.

to 42" diameter.

Second angle conn. opt.

Band (See general note 4) where required Watertight joint gasket

"16 32"x2"x

" bolts2 and toe of angle of corrugation at heel fillet weld at crest Rivet, spotweld or bolts "2

Band

Pipe Band

Pipe with cut washers " carriage bolts8

32 -

W W joints req'd. for watertight (Sigma) clips

Band

(See general note 4) where required Watertight joint gasket with cut washers " carriage bolts8

32 -pipe corrugated Helically

Helical pipe

Band

Pipe

(See general note 6) where required Watertight joint gasket

Cast lug

Band

4 - Rods and lugs

Cast lug

Pipe as reqd. to fit the helix angle.

Dimension A: 7" min. between dimples

" bolts2 13 -

Pipe

Band min 12"

"16 32"x2"x to fit the helix angle 8 spaces as reqd.

(For 6"-10" dia. pipes)

(For 12"-30" dia. pipes)

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

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

00013506 Att A Plans.pdf

H_M24105_clpl_01-HB02-001R.pdf

File details come from the government source that posted it. Updated May 1, 2025.