00016416_Att A_Plans~1.pdf

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

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

STATE OF OREGON

DEPARTMENT OF TRANSPORTATION

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

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H_M26002_ts_01.dgn :: Default 2/23/2026 7:24:37 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 26.58

OR 223: FISH PASSAGE IMPROVEMENT PROJECT

KINGS VALLEY HIGHWAY

BENTON COUNTY

APRIL 2026

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ENTON COUNTYB

KINGS VALLEY HIGHWAY

MP 26.58

OR 223: FISH PASSAGE IMPROVEMENT PROJECT

A01STATE

Project Site

MP 26.58

HB01 Construction Plan

HB02

59V-061

Details

HB03 Culvert Marker Details

HD01 Concept Temporary Water Management

Plunket Creek

OREGON

RE

GI

ST

ERE

D PROFESSIONALEN

GINEER

RENEWS: 6-30-2027

51 99

JU

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E R

HOLA

W A

19202

D A

Y

Y

YDER

CONSTRUCTION PLAN

O R

FG=110.66

I.E. =110.33

S=2.45%

FG=112.20

I.E. =111.87b e g in r e p a ir

S ta b a f f le

S ta b a f f le

S ta b a f f le

S ta e n d r e p a ir s

S ta

7) Taper last 5 feet of invert paving from full depth to 1" at end of culvert.

6) Place paved lining and fish baffles as shown.

5) Thoroughly clean pipe with high pressure water.

4) Place reinforcing as shown.

3) Place shear connectors as shown.

2) Remove zinc coating from pipe surface in areas of shear connectors.

1) Remove gravels and debris throughout entire length of pipe

CONSTRUCTION SEQUENCE:

Pour invert paving as shown. (See Detail Sht. HB02) of invert paving.

End reinforcing 5 feet from the culvert outlet end to allow for tapering of the nearest face of concrete.

Construct staggered #3 lap splices = 12". Place reinforcing 2" clear

Provide reinforcing steel according to ASTM A706.

tensile strength of 60 ksi.

Grades 1015, 1017, or 1020 fully kilned with a minimum yield and

Provide shear connectors conforming to ASTM A108, cold drawn bar, Oregon Standard Specifications for Construction 2024.

Provide all materials and perform all work according to the

GENERAL NOTES:

59V-061

0+50 1+00 1+50 b a f f le

S ta

CULVERT ID MARKER TABLE

Check where appropriate

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet Outlet

Inlet &

Outlet

Inlet & Number

DFI

Number

Structure

26.58 02999

A p p ro x . R

W

T o K in g s V a lle y

T o U

S

A p p ro x . R

W

(For details, see sht. HB02)

Const. paved invert - 63 LF

MP 26.58

T. 10S., R, 06 W., S 33, W.M.

M.P. 26.58

(For details, see sht. HB03)

Install culvert marker Type 2 - 1 EA

Install culvert marker Type 1 - 1 EA

MP 26.58

O R

Extg. culvert

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

COUNTY Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

BENTON COUNTY

KINGS VALLEY HIGHWAY

MP 26.58

OR 223: FISH PASSAGE IMPROVEMENT PROJECT

HWY:

M.P.:

DATE

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

MATT SEGRIN

Name

WADE HOLADAY

WADE HOLADAYBENTON

HB01

26.58

04/2026

H_M26002_clpl_01.dgn :: Plan Sheet HB01 2/23/2026 7:27:36 AM hwyr33e

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DETAILS

Fish baffle

A

A

Top of corrugations pipe

Pipe length=63'

72" CMP pipe

NTS

BAFFLE DETAIL

5" invert paving

4"

2" radius

NTS

SECTION A-A

4 Fish baffles spaced at 13'-0" baffle baffle baffle

5-#4 L-Bars @ 12" 4" invert paving

2" radius

A lo n g p ip e l e n g th

6"

1'-0"

NTS

SPACING DETAIL

SHEAR CONNECTOR

Pipe length=63'-0"

72" CMP pipe

Top of corrugations

See 'Shear Connector Spacing Detail' this sheet " dia. x 2" shear connectors per side.8

33 lines of

Typ.

#3 @ 12" e.w.. Center reinforcing vertically in paving baffle

Top of baffle

Invert paving

4"

NTS

TYPICAL SECTION

Estimated Material Quantities

Material

Reinforcing

Shear Connectors

Paved Lining

CY

CY

each lb

Unit Quantity

Fish Baffle

8.5

0.75

59V-061

MATT SEGRIN

Name

WADE HOLADAY

WADE HOLADAYBENTON

HB02

26.58

04/2026

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

COUNTY Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

BENTON COUNTY

KINGS VALLEY HIGHWAY

MP 26.58

OR 223: FISH PASSAGE IMPROVEMENT PROJECT

HWY:

M.P.:

DATE

F O

T N

E

MTRAPED

N

O G

E R

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OITATROPS

N A

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H_M26002_clpl_01.dgn :: Details Sheet HB02 2/23/2026 7:34:52 AM hwyr33e

59V-061

CULVERT MARKER DETAILS

HB03

ST

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19202

D A

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RENEWS: 6-30-2027

for rivet hole locations

See dwg. no. TM570

ODOT

D panelStyle:working_panelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINE

TYPE 2 MARKER

TYPE 2 MARKER INSTALLATION

3.5"

1"

.25"

.5"

.75" Non-reflective green tape band

.5"

1", (typ.)

.25" (typ.)

o r

B ri d g e s tr u c tu re I

D

D ra in a g e f a c il it y

I D

D

F I) black, (typ. all) non-reflectorized

Type C font paddle non-reflective

White

Edge of pavem ent

Fog Line typ. rivet holes

Paddle with

(See Note 5) rivets and washers aluminum blind

(4) 3/16" dia.

steel post with paddle to type 1U

Fasten Type 2 marker

SINGLE PIPE

SINGLE DRAINAGE FACILITY

facing edge of pavement post parallel to travel lane, numbers

Type 2 marker paddle mounted on steel

.2

NOTES:

Engineering Technical Services Branch.

Maintenance Hydraulic Engineer in the Hydraulic Unit of the contact the Senior Culvert Hydraulic Engineer or the Senior Culvert

5. For more information on Single and Multiple Drainage Facilities, side of highway.

4. On non-divided highways place markers only at the culvert inlet inconspicuous to traffic.

3. Install Type 2 culvert markers parallel to travel lane and with the inlet.

2. Place Type 1 marker on inlet edge of the pavement directly in line details.

1. See Standard Drawing TM571 for 'Type 1U Steel Post Dimensions'

MATT SEGRIN

Name

WADE HOLADAY

WADE HOLADAYBENTON

26.85

MO/YR

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

COUNTY Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

BENTON COUNTY

KINGS VALLEY HIGHWAY

MP 26.58

OR 223: FISH PASSAGE IMPROVEMENT PROJECT

UNIT FILE CODE

HWY:

M.P.:

HWY:

M.P.:

DFI/TSSU NO.DATE

F O

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MTRAPED

N

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H_M26002_clpl_01.dgn :: Culvert Marker HB03 2/23/2026 8:00:25 AM hwyr33e

Plunket Creek

ST

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19202

D A

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TEMPORARY WATER MANAGMENT

CONCEPT

O R

59V-061

3) Average daily discharge expected to be exceeded 16 days each month.

2) Average daily discharge expected to be exceeded 8 days each month.

1) Average daily discharge expected to be exceeded 2 days each month.

In-water work period extends from 1 July through 31 October.

the subject watershed may differ from year to year.

estimated discharges are based on historic flow records. Discharges in

Listed discharges are surface water from the upstream watershed. The

FEET PER SECOND (GALLONS PER MINUTE)

AVERAGE DAILY DISCHARGE IN CUBIC

NOTE 1 2 3

AUGUST

SEPTEMBER

OCTOBER

Plunkett Creek

TEMPORARY WATER MANAGEMENT

ESTIMATED DISCHARGES FOR

0.542(245) 0.25(115) 0.12(55)

0.75(335) 0.29(130) 0.09(40)

JULY 0.83(375) 0.52(235) 0.33(150)

0.30(135)0.66(295)3.67(1645)

Energy dissipation pool

Sandbag barrier line

Dewatering sump pump

LEGEND

Plastic

Sandbag barrier

SANDBAG ISOLATION DETAIL

A p p ro x . R

W

K in g s V a lle y

U S

A p p ro x . R

W

T. 10S., R, 06 W., S 33, W.M.

M.P. 26.58 GENERAL NOTES

and restore site as per plans and specifications.

Remove all Temporary Water Management features with minimum sags and water tight joints.

Gravity bypass pipe shall be install at a even grade prior to installation to schedule the fish salvage.

required. Notify Region Environmental Coordinator facilities, fish salvage by authorized personnel is

Prior to installation of Temporary Water Management sediment-laden water does not leave the site.

storm events and to insure that sediment and periods, this facility shall be upgraded for unexpected anticipated site conditions. During the construction on this plan is the minimum requirements for

The Temporary Water Management Facility shown is completed and approved.

responsibility of the contractor until all construction replacement and upgrading of this facility is the

Management Plan and the construction, maintenance, The implementation of this Temporary Water fish moving through the bypass pipe.

Provide outlet pool to provide a safe landing area for laden water does not leave the site.

dewatering of the work area to ensure sediment

Provide adequate sediment control measures during temporary settling basin or other approved location.

to an area up stream of the sandbag barrier to a contained by the secondary barrier shall be returned

Water seeping through the primary barrier and bypass pipe and/or pump.

below can be used to estimate the size of the using pipe, pump or combination. The discharge table on site conditions. Route water around work area

Size the temporary water management facility based set based on topography and easements available.

downstream from work area. Location to be

Install sandbag barrier and energy dissipator pad

Downstream: Install sandbag barrier.

If needed, install secondary sandbag barrier.

primary sandbag barrier across the stream channel.

Isolating the work site upstream: Install single

FULL ISOLATION NOTES

its height is:

linear feet of barrier that is twice as wide as

The estimated number of bags needed for 100 inches wide by 14 inches long. This is a 30 pound bag of dry sand.

having a placed dimension of about 4 to 5 inches high by 9 to 10 used to construct a sandbag barrier. This is based on each bag of 2 feet). This is the minimum width-to-height ratio that should be wide as its height (e.g., a one foot high wall would have a base width

A common recommendation is to make the sandbag barrier twice as

Height (ft)# bags

2 1700

H e ig h t f t.

Width (ft.)

SANDBAG FOOTPRINT DETAIL

NO SCALE

Pipe length=63'

72" CMP pipe

NTS

BYPASS PIPE DETAIL

(10" minimum dia.)

Bypass pipe to culvert wall as needed

Strap bypass pipe

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

COUNTY Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

BENTON COUNTY

KINGS VALLEY HIGHWAY

MP 26.58

OR 223: FISH PASSAGE IMPROVEMENT PROJECT

HWY:

M.P.:

DATE

F O

T N

E

MTRAPED

N

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ATROPS

N A

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MATT SEGRIN

Name

WADE HOLADAY

WADE HOLADAYBENTON

HD01

26.58

04/2026

H_M26002_clpl_01.dgn :: TWM HD01 2/23/2026 7:36:34 AM hwyr33e