Att A Plans~2.pdf

PDF 485 KB Posted Jun 13, 2022

Attached to: ITB - US26: MP 198. 16 Road Creek Culvert Repair Project
Solicitation number: S-73000-00003436
Issued by: Gilliam County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

The document is a set of plans for the US26: MP 198.16 Road Creek Culvert Repair Project in Grant County, Oregon, prepared by the Oregon Department of Transportation (ODOT). The project involves the installation of a 48-inch Cured-in-Place Pipe (CIPP) liner, the installation of nine flexible baffles, and the placement of a Type 1 culvert marker at the culvert located at Milepost 198.16 on US26. The work is scheduled for the summer of 2022. The plans provide detailed hydraulic data, a project site map, and construction details.

The contract opportunity is an Invitation to Bid (ITB) for the US26: MP 198.16 Road Creek Culvert Repair Project, which is funded by the state of Oregon. The jurisdiction for this project includes Malheur County and Oregon City. The plans and other bid documents are available upon request, and no bidder's conference or site visit is mentioned in the information provided.

View the file

Other files

File	Type	Posted
Notice of Intent to Award~14.pdf	PDF	Jun 13, 2022
Att B Specifications~1.pdf	PDF	Jun 13, 2022
35334_Intent to Award~1.xlsx	XLSX spreadsheet	Jun 13, 2022
OregonBuys Vendor Solicitation Response~29.pdf	PDF	Jun 13, 2022
35334_ITB_US26 MP 198.16 Road Creek Culvert Repair.pdf	PDF	Jun 13, 2022
35334_Prelim BID_Tabulations.xlsx	XLSX spreadsheet	Jun 13, 2022

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ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MCM22-004

DRAINAGE

55V-078

REPAIR PROJECT

US26: MP 198.16 CULVERT

JOHN DAY HIGHWAY

SUMMER 2022

GRANT COUNTY

JOHN DAY HIGHWAY

US26: MP 198.16 CULVERT

REPAIR PROJECT

PROJECT SITE

M.P. 198.16

PRAIRIE CITY

JOHN DAY

BAKER CITY

T. 12 S., R. 35.5 E., W.M.

SHEET NO. DESCRIPTION

HYDRAULICS

HC01

CulvertsHB01

Aquatic Passage

Standard Drg. Nos.

- Culvert ID MarkerRD398

M C

PLANS FOR PROPOSED PROJECT

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

ATTENTION:

The Oregon Utility Center Is (503) 232-1987.)

The Center. (Note: The Telephone Number For

You May Obtain Copies Of The Rules By Calling

OAR 952-001-0010 Through OAR 952-001-0090.

Center. Those Rules Are Set Forth In

Adopted By The Oregon Utility Notification

Oregon Law Requires You To Follow Rules

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

S T

S A F E T Y

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

O T

N E

MTRAPED

O G

E R

ATROPS

N A

R T

UNITY

- Tables, Abrupt Edges, and PCMS DetailsTM800

- Temporary BarricadesTM820

- Temporary Sign SupportsTM821

- 2-Lane, 2-Way RoadwaysTM850

A01

R_M21042_ts_01.dgn :: A01 [Sheet] 5/3/2022 11:00:09 AM hwye56x

1 Install 48" CIPP liner - 100'

2 Install 48" CIPP liner - 100'

(see details sht. HC01)

Install flexible baffles as directed - 9 ea.

(see dwg. no. RD398)

Install Type 1 culvert marker - 1 EA4

* Headwater Elevation at Culvert Inlet based on assumed outlet invert elevation of 1.2ft.

MP 198.16

ROADCREEK

Sec. 37, T. 12 S., R. 35.5 E., W.M.

is 0.04cfs. The minimum flow of 1cfs was used.

Low Fish Flow (95% exceedance flow) for Road Creek and complete cure of the CIPP liner.

to install baffles as directed after the installation

Flexible baffles to be provided by ODOT. Contractor

GENERAL NOTES:

PLAN

Scale: 1"=30'

PROFILE

(for details see sht. HC01)

Flexible baffles

V - 1"=15'

H - 1"=30'

Extg. ground

S=1.35 %

Extg. 36" culvert

25 50 75 100 125

5' 10' 10' 10' 10' 10' 10' 10' 10' 10' 5'

55V-078

P R

O P

O S

E D

F L

O W

E X

F L

O W

(ft.)

(yrs.)

(ft.)

(cfs)

FISH FLOWS

LOW

DESIGN

EVENT

ITEMS

BASE

RECURRENCE INTERVAL

(ft./s)

FLOOD

DISCHARGE

HIGH

DESIGN

EVENTHIGH

BASE

LOWFLOOD

FISH FLOWS

THROUGH CULVERT

AVERAGE VELOCITY

THROUGH CULVERT

AVERAGE FLOW DEPTH

AT CULVERT INLET

HEADWATER ELEVATION

CULVERT INLET

BACKWATER DEPTH AT

(UNITS)

0.44 0.24 0.44 0.24

(ft./s) 5.92 6.42 3.14 2.28 5.92 6.42 3.14 2.28

CULVERT OUTLET

FLOW DEPTH AT

(ft.)

CULVERT OUTLET

VELOCITY AT

1.691.431.691.43

FISH PASSAGE HYDRAULIC DATA

4.40

5.92

1 1

0.00

2.90

0.00

1.43

4.71

36.6

2.20

36.63.8 3.850.7 50.7

0.24 0.64

0.00

1.74 0.54

3.26

4.273.89

3.51

0.00

1.69

0.00

2.286.23

3.15

3.14

0.67

0.00

0.44

25 100 5% 95%100 5%

4.90

0.00

1.90

5.27

0.00

95% 25

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

GRANT COUNTY

JOHN DAYHIGHWAY

CULVERT REPAIR PROJECT

US26: MP 198.16

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

HB01

CULVERTS

Wade Holaday

Chris Diehl

OREGON

ERE

D PROFESSIONALEN

GINEER

RENEWS: 6-30-2023

51 99

E R

HOLA

W A

19202

D A

YDER

H_M21042_clpl_01.dgn :: HB01 [Sheet] 6/1/2022 10:48:12 AM hwyr33e

Sec. 37, T. 12 S., R. 35.5 E., W.M. 55V-078 pipe

Culvert Length - 100 ft.

36" cmp

Flexibel Baffle

Repair Liner

6" Baffle

Flow direction

Flexibel Baffle

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

GRANT COUNTY

JOHN DAYHIGHWAY

CULVERT REPAIR PROJECT

US26: MP 198.16

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

HC01

AQUATIC PASSAGE

Wade Holaday

Chris Diehl

OREGON

ERE

D PROFESSIONALEN

GINEER

RENEWS: 6-30-2023

51 99

E R

HOLA

W A

19202

D A

YDER

(TYPICAL)

CULVERT REPAIR SECTION

(TYPICAL)

FLEXIBLE BAFFLE SECTION

(TYPICAL)

FLEXIBLE BAFFLE DETAIL

H_M21042_apdt_01.dgn :: HB01 [Sheet] 5/3/2022 11:00:12 AM hwye56x

A - Title & Index

A01

H - Hydraulic

HB01

HC01

	2022-06-01T10:59:01-0700
HOLADAY Wade

	2022-06-01T10:59:07-0700
HOLADAY Wade

File details come from the government source that posted it. Updated Apr 3, 2024.