00016170 Exhibit 6 Plans.pdf

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

STATE

DRAINAGE, SIGNING, & ROADSIDE DEVELOPMENT

59V-049

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

WALLOWA LAKE HIGHWAY

MARCH 2026

WALLOWA COUNTY

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

OR82: WALLOWA TO JOSEPH

CULVERT REPAIR PROJECT

SHEET NO. DESCRIPTION

HYDRAULICS

Standard Drg. Nos.

M C

M

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

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

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

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INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

- Tables, Abrupt Edges, and PCMS DetailsTM800

- Temporary Sign SupportsTM821

- 2-Lane, 2-Way RoadwaysTM850

ENTERPRISE

T. 01 N., R. 43 E., W.M.

T. 01 S., R. 43 E., W.M.

T. 01 S., R. 44 E., W.M.

Culverts HB10 incl.

HB01 thru

M.P. 32.39

OF PROJECT

BEGINNING

M.P. 67.91

END OF PROJECT

Overall Length Of Project - 35.52 Miles- Trench Backfill, Bedding, Pipe Zone And Multiple InstallationsRD300

- Temporary Sign SupportsTM822

- Intersection Work Zone DetailsTM841

- 2-Lane, 2-Way RoadwaysTM854

- 2-Lane, 2-Way RoadwaysTM855

WALLOWA

LOSTINE

HB11 Culvert Marker Details

- Street CutRD302

- Coupling Bands for Corrugated Metal PipeRD325

- Pipe to Structure ConnectionsRD339

- Concrete Inlets Type G-1, G-2, G-2M, and G-2MARD364

- Frames and Grates for Concrete InletsRD365

- Ditch Inlet Type DRD370

- Coupling Bands for Corrugated Metal PipeRD326

- Coupling Bands for Corrugated Metal PipeRD327

T. 02 S., R. 45 E., W.M.

T. 01 N., R. 42 E., W.M.

T. 02 N., R. 41 E., W.M.

- Traffic Delineators Steel Post DetailsTM571

A01

R_M24104_ts_01.dgn :: A01 2/9/2026 2:29:57 PM hwye56x

59V-049

CULVERTS

OREGON

RE

GI

ST

ERE

D PROFESSIONALEN

GINEER

51 99

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

H_M24104_clpl_01.dgn :: HB01 2/9/2026 2:30:02 PM hwye56x

MP 32.39

Apply Permanent Seeding in areas of soil disturbance or as directed.

inlet in-line with upgrade ditch line.

be filled with class 50 riprap matching adjacent slopes. Place Type D in-line with existing culvert. Significant erosion of embankment to

Culvert inlet has vertical standpipe. Remove prior to extending inlet

Elevations are representative only.

Notes:

O R

Sec. 31, T.02 N., R.41 E., W.M.

E B

W B

OR82

Extg. ground 24" culvert

10 20 305 15 25

Type "D" inlet

Scale: 1"=5'

MP 32.39 PROFILE

RD339, RD364, RD365, & RD370)

(see dwg. nos. RD300, RD325, RD326, RD327, Inst. Class 50 riprap inlet protection - 10 CY

Const. type "D" inlet with 12" sump

Connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 24" CMP culv. pipe - 5'

Remove 24" culvert Lt. - 2'

24" CMP - 80' (In pl.)

(For details, see sht. HB11)

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Class 50 riprap

CULVERT ID MARKER TABLE

Check where appropriate

2 32.39

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

D041986

Type 1 marker

Conc. barrier

HB01

H_M24104_clpl_01.dgn :: HB01 2/9/2026 2:30:02 PM hwye56x

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

H_M24104_clpl_01.dgn :: HB02 2/9/2026 2:30:02 PM hwye56x

CULVERT ID MARKER TABLE

Check where appropriate

3 48.14

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

6 48.83

D042053

D042054

MP 48.14

Sec. 13, T.01 N., R.42 E., W.M.

MP 48.83

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Regrade in area of culvert inlet to blend with adjacent slopes or as directed.

Note:

Type 1 marker

EB

WB

OR82

Regrade slope

Remove 4' Rt.

18" CMP - 70' (In pl.)

Rehabilitate extg. 18" culvert - 66'

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Notes:

OR82

WB

EB

Type 1 marker

(see dwg. no. RD302)

Trench resurf. - 5 sq. yd.

Match extg. grade

Match extg. material

5' depth

Inst. 18" CMP culv. pipe - 12'

Remove 12' Lt.

18" CMP - 54' (In pl.)

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 54'

Sec. 19, T.01 N., R.43 E., W.M.

HB02

H_M24104_clpl_01.dgn :: HB02 2/9/2026 2:30:02 PM hwye56x

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

H_M24104_clpl_01.dgn :: HB03 2/9/2026 2:30:03 PM hwye56x

CULVERT ID MARKER TABLE

Check where appropriate

3 50.41

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

D041996

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

temporary water management.

Coordinate rehabilitation with irrigation use or provide necessary

Middle barrell was rehabilitated in previous project.

Notes:

Apply Permanent Seeding in areas of soil disturbance or as directed.

temporary water management.

Coordinate rehabilitation with irrigation use or provide necessary

Prior to rehabilitation, contractor to verify culvert lengths.

Notes:

MP 50.41 & 50.42

Sec. 30, T.01 N., R.43 E., W.M.

MP 50.77

OR82

WB

EB

OR82

WB

EB

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 49'

Type 1 marker

5 50.42 D050508

8 50.77 D041996

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 24" culvert - 82'

Rehabilitate extg. 24" culvert - 82'

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 24" culvert - 58'

Rehabilitate extg. 18" culvert - 49'

Type 1 markerType 1 marker

TEMPORARY WATER MANAGEMENT NOTES

and restore site as per plans and specifications.

Remove all Temporary Water Management features 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

Plastic

Sandbag barrier

SANDBAG BARRIER DETAIL

1 2

6 7

HB03

H_M24104_clpl_01.dgn :: HB03 2/9/2026 2:30:03 PM hwye56x

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

H_M24104_clpl_01.dgn :: HB04 2/9/2026 2:30:04 PM hwye56x

Sec. 32, T.01 N., R.43 E., W.M.

MP 51.04 MP 51.17

CULVERT ID MARKER TABLE

Check where appropriate

4 51.04

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

7 51.17

D042062

D042063

Apply Permanent Seeding in areas of soil disturbance or as directed.

rehabilitation and replace upon completion.

There is a small utility conduit in left barrel. Remove prior to temporary water management.

Coordinate rehabilitation with irrigation use or provide necessary

Prior to rehabilitation, contractor to verify culvert lengths.

Notes:

Apply Permanent Seeding in areas of soil disturbance or as directed.

as directed.

left of the barrels with Class 100 riprap and blend to existing banks

Riprap Inlet Protection - Fill scoured area at culvert inlets and to the temporary water management.

Coordinate rehabilitation with irrigation use or provide necessary

Prior to rehabilitation, contractor to verify culvert lengths.

Notes:

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

(see note below)

Install Class 100 riprap inlet protection - 10 CY

Rehabilitate extg. 36" culvert - 68'

Rehabilitate extg. 24" culvert - 68'

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 58'

Rehabilitate extg. 18" culvert - 58'

OR82

WB

EB

OR82

WB

EBType 1 marker Type 1 marker

TEMPORARY WATER MANAGEMENT NOTES

and restore site as per plans and specifications.

Remove all Temporary Water Management features 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

Plastic

Sandbag barrier

SANDBAG BARRIER DETAIL

1 2

5 6

HB04

H_M24104_clpl_01.dgn :: HB04 2/9/2026 2:30:04 PM hwye56x

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

H_M24104_clpl_01.dgn :: HB05 2/9/2026 2:30:04 PM hwye56x

MP 53.50 MP 55.46

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Notes:

CULVERT ID MARKER TABLE

Check where appropriate

3 53.50

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

5 55.46

D042068

D042087

Type 1 marker

Type 1 marker

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 24" culvert - 54'

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 50'

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

temporary water management.

Coordinate rehabilitation with irrigation use or provide necessary completion.

Remove small utility in pipe prior to work, and replace upon

Middle of culvert is CMP with concrete on both ends.

Notes:

connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Install 24" conc. culv. pipe - 3'

Remove 3' Lt.

24" conc. culvert - 54' (In pl.)

Sec. 4, T.01 S., R.43 E., W.M. Sec. 10, T.01 S., R.43 E., W.M.

OR82 WB

EB

O R82

W B

EB

TEMPORARY WATER MANAGEMENT NOTES

and restore site as per plans and specifications.

Remove all Temporary Water Management features 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

Plastic

Sandbag barrier

SANDBAG BARRIER DETAIL

HB05

H_M24104_clpl_01.dgn :: HB05 2/9/2026 2:30:04 PM hwye56x

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

H_M24104_clpl_01.dgn :: HB06 2/9/2026 2:30:05 PM hwye56x

Sec. 15, T.01 S., R.43 E., W.M.

MP 55.67 MP 57.60

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Middle of culvert is CMP with concrete on inlet end.

Notes:

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Middle of culvert is CMP with concrete on both ends.

Notes:

CULVERT ID MARKER TABLE

Check where appropriate

3 55.67

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

5 57.60

D042080

D042084

Type 1 marker

Type 1 marker

Connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 18" CMP culv. pipe - 3'

Remove 3' Rt.

18" CMP - 60' (In pl.)

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 60'

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 58'

Sec. 24, T.01 S., R.43 E., W.M.

OR82 WB

EB

OR82 WB

EB

HB06

H_M24104_clpl_01.dgn :: HB06 2/9/2026 2:30:05 PM hwye56x

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

H_M24104_clpl_01.dgn :: HB07 2/9/2026 2:30:05 PM hwye56x

Sec. 24, T.01 S., R.43 E., W.M.

MP 58.57 MP 58.65

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

prior to rehabilitation and replaced upon completion.

Inlet of culvert has vertical stand pipe that will need to be removed sections and replace with CMP.

Middle of culvert is CMP with concrete outlet end. Remove concrete

Notes:

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Middle of culvert is CMP with concrete on both ends.

Notes:

CULVERT ID MARKER TABLE

Check where appropriate

3 58.57

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

6 58.65

D042089

D042090 connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 36" conc. culv. pipe - 3'

Remove 3' Lt.

36" conc. culvert - 52' (In pl.)

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 36" culvert - 52'

Type 1 marker Type 1 marker

OR82

WB

EB

OR82

WB

EB

connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 18" CMP culv. pipe - 6'

Remove 6' Lt.

18" conc. culvert - 56' (In pl.)

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 56'

HB07

H_M24104_clpl_01.dgn :: HB07 2/9/2026 2:30:05 PM hwye56x

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

H_M24104_clpl_01.dgn :: HB08 2/9/2026 2:30:06 PM hwye56x

MP 58.95

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Middle of culvert is CMP with concrete on both ends.

Notes:

Type 1 marker

OR82

Connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 18" CMP culv. pipe - 6'

Remove 18" culvert Rt. - 6'

18" conc. culvert - 58' (In pl.)

MP 59.44

OR82

WB

EB

Type 1 marker

Sec. 25, T.01 S., R.43 E., W.M.

EB

WB

Connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 18" CMP culv. pipe - 8 LF

Remove 18" culvert Lt. - 8 LF

18" conc. culvert - 58' (In pl.)

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 58'

Connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 36" CMP culv. pipe - 3'

Remove 36" culvert Lt. - 3'

36" conc. culvert - 48' (In pl.)

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 36" culvert - 48 LF

CULVERT ID MARKER TABLE

Check where appropriate

4 58.95

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

7 59.44

D042091

D042092

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

section at inlet and replace with CMP.

Middle of culvert is CMP with concrete on both ends. Remove concrete

Notes:

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WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

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MP 61.32

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

temporary water management.

Coordinate rehabilitation with irrigation use or provide necessary

Middle of culvert is CMP with concrete at inlet end.

Notes:

Type 1 marker

OR82

Connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 18" CMP culv. pipe - 3'

18" CMP - 50' (In pl.)

MP 61.42

Type 1 marker

Sec. 29, T.01 S., R.44 E., W.M.

EB

WB

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 53'

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 24" culvert - 60'

CULVERT ID MARKER TABLE

Check where appropriate

4 61.32

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

7 61.42

D042094

D042095

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

temporary water management.

siphon. Coordinate rehabilitation with irrigation use or provide necessary

Culvert has steep inlet and outlet sections and functions as an irrigation

Notes:

sandbag barrier dam

Install Temp. water management -

TEMPORARY WATER MANAGEMENT NOTES

and restore site as per plans and specifications.

Remove all Temporary Water Management features 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

Plastic

Sandbag barrier

SANDBAG BARRIER DETAIL

sandbag barrier dam

Install Temp. water management -

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D A

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RENEWS: 6-30-2027

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

WALLOWA COUNTY

WALLOWA LAKE HIGHWAY

CULVERT REPAIR PROJECT

OR82: WALLOWA TO JOSEPH

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

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MP 67.23

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Notes:

Type 1 marker

OR82

Connect to extg. pipe

Match extg. grade

Match extg. material

5' depth

Inst. 18" CMP culv. pipe - 6'

Remove 18" culvert Rt. - 6'

18" CMP - 64' (In pl.)

MP 67.87 & 67.91

OR82

WB

EB

Type 1 marker

Sec. 6, T.02 S., R.45 E., W.M.

EB

WB

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 64'

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 50'

CULVERT ID MARKER TABLE

Check where appropriate

3 67.23

MPNote

Culvert Location Type 1 Marker Type 2 Marker

InletInlet OutletOutletNumber

DFI

Number

Structure

5 67.87

D042104

D042105

Apply Permanent Seeding in areas of soil disturbance or as directed.

Prior to rehabilitation, contractor to verify culvert lengths.

Culverts are mostly full of sediment.

Notes:

Sec. 7, T.02 S., R.45 E., W.M.

67.917 D042106

Type 1 marker

Install Type 2 culvert marker - 1 EA

Install Type 1 culvert marker - 1 EA

Rehabilitate extg. 18" culvert - 50'1

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57V-062

CULVERTS MARKER DETAILS

ST

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JU

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L for rivet hole locations

See dwg. no. TM570

ODOT

D panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18levels: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.)

s e e n o te s a n d 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

2" m in

Fo g lin e

Ed ge o f p av em en t

Ed ge o f p av em en t

Fo g lin e

In cr ea se m ile p oi nt

Culvert inlet

Culvert inlet

Culvert inlet

Culvert inlet

In cr ea se m ile p oi nt

Barrel B

Barrel A

Edge of pavem ent

Fog Line typ. rivet holes

Paddle with typ. holes

Paddle with

Headwall

Wingwall

ODOT

D

(See Note 8) rivets and washers aluminum blind

(4) 3/16" dia.

steel post with paddle to type 1U

Fasten Type 2 marker

(See Note 8)

MULTIPLE PIPES

SINGLE DRAINAGE FACILITY

SINGLE PIPE

SINGLE DRAINAGE FACILITY

2" m in .4"

6"-12"Varies

(See Note 8)

MULTIPLE DRAINAGE FACILITY

Varies

4"

6"-12"

INSTALLATION

CONCRETE HEADWALL

edge of pavement and letters facing

Type 2 marker, numbers edge of pavement lane, numbers facing post parallel to travel mounted on steel

Type 2 marker paddle pavement lane, numbers facing edge of on steel post parallel to travel

Type 2 marker paddle mounted facing edge of pavement post parallel to travel lane, numbers

Type 2 marker paddle mounted on steel line

Ground slope

Steep concrete anchors with 4 (3/16" X 2") concrete wall

Fasten to with inlet side of first culvert fused thermoplastic tape. Place in line

Type 1 marker, Type B Green preformed

GUARDRAIL INSTALLATION

(See notes 1, 3 and 9) rivets and washers, aluminum blind

(4) 3/16" dia.

steel post with paddle to type 1U

Fasten Type 2 marker

INSTALLATION

CONCRETE BARRIER

Inlet concrete barrier

Precast median

Type 2 marker concrete anchors wall with 2 (3/16" X 2")

Fasten to concrete side of culverts tape. Place in line with inlet preformed fused thermoplastic

Type 1 marker, Type B Green first culvert (see note 10) in line with inlet side of thermoplastic tape. Place

Green preformed fused

Type 1 marker, Type B

.2

NOTES:

10. Install only a Type 1 marker or a Type 2 marker on concrete barrier.

Type 2 marker on slope side of barrier.

9. Steep slopes where guardrail or concrete barrier are present, install

Engineering Technical Services Branch.

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

8. For more information on Single and Multiple Drainage Facilities, marker when a culvert has a span equal to or greater than 6 feet.

7. Bridge Structure ID: Place the assigned ID number on the Type 2 marker when the culvert span is less than 6 feet. (Example D10123).

6. Drainage Facility ID: Place the assigned DFI number on the Type 2

5. On divided highways placing markers on the outlet side is optional.

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'

WADE HOLADAY

WADE HOLADAY

CHRIS DIEHL

CHRIS DIEHL

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

UNION & WALLOWA COUNTIES

WALLOWA LAKE HIGHWAY

MINAM TO WALLOWA

OR82: CULVERT PROJECT

F O

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MTRAPED

N

O G

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RD300

INSTALLATIONS

PIPE ZONE AND MULTIPLE

TRENCH BACKFILL, BEDDING,

R D

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14-JUL-2014N/A

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C

"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

1 ( 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

A

D

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, 2025 - May 31, 2026

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

RD302

STREET CUT

R D

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20-JUL-2020N/A

J U

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(Actual)

Trench width whichever is greater. Compact as specified.

4. Place AC mix minimum thkn. of 6" or the thkn. of the removed pavement, details.

3. For joining new concrete to existing concrete, see contract plans for sepecific or to the thickness of removed pavement, whichever is greater.

2. Concrete pavement shall be replaced with concrete to a minimum thickness of 8"

1. All existing AC or PCC pavement shall be sawcut prior to repaving.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

(AC patch only) with tack material and sand

Seal surface over joint concrete as specified

CLSM or full depth asphalt

Compacted aggregate base, backfill as specified

Compacted trench

(Extg.)

Undisturbed base

Extg. pvmt.

see general notes

Pvmt. replacement, min.

6" min.

6"

Min. width=Roller width plus 2" m in

Tack coat cut edges (AC only) 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, 2025 - May 31, 2026

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

RD325

CORRUGATED METAL PIPE

COUPLING BANDS FOR

R D

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REVISED DETAILS AND NOTES01-2023

20-JAN-2023N/A

J A

N

⅝

½

⅜

⅝

⅝

½

Band 7"

W

(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

Rods # Of

"x

(in) W

(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 3vulcanized) 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.

"2

(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, 2025 - May 31, 2026

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

RD326

COUPLING BANDS FOR

R D

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REVISED DETAILS AND NOTES01-2023

20-JAN-2023N/A

J A

N

"2

TYPE F-2

"2

(See Std. Dwg. RD327) bolt bar

Tension strap and bolt (Typ.)

"x6" carriage2

21"

(12"-42" diameter)

Spot welded 8" band angle end for helical pipe

Reformed pipe bolt (Typ.)

"x6" carriage2

(48"-144" diameter) strap with bolt bar

Spot welded tension

SINGLE BAR & STRAP CONNECTOR

DOUBLE BAR & STRAP CONNECTOR

a a

(Typ.)

See INSERT "A"

"4

3"x1" corrugations width is 14

", with8 corrugations width is 13

"2

"x3

For annular pipe with 2 end helical pipe

Reformed rolled

(See general note 4) where required

Watertight joint gasket

(when required) to annular corrugations

Spiral pipe ends reformed sleeve gasket, when required

" neoprene strip or8

(Typ.)

Alternate O-ring gasket

"3

" or 21"2

"2

"3

2"

JOINT DETAIL (TYPE F1 & F2)

INSERT "B"

TYPE F

JOINT DETAIL (TYPE F)

INSERT "A"

"2

21"

SINGLE 12" BAND ANGLE CONNECTOR

DOUBLE BAND ANGLE CONNECTOR

bolt (Typ.)

"x6" carriage2 connector

12" Band angle for clarity (Typ.)

Band lap not shown

TYPE F-1

bolt (Typ.)

"x6" carriage2 connector

8" Band angle for clarity (Typ.)

Band lap not shown

(Typ.)

See INSERT "B"

(Typ.)

See INSERT "B"

(Typ.)

"x6" bolts2

2 -

"2 with bolt bar tension strap

Spot welded a

(See Detail "A" on Std. Dwg. RD327)

Tension strap and bolt bar

(12"-84" diameter) with bolt bar

Spot welded tension strap

(48"-84" diameter)

Spot welded 12" band angle

(48"-144" diameter)

Spot welded 20" band angle a anchors, when required.See Std. Dwgs. RD330 and RD332 for pipe slope8.

other insulating material as approved by the engineer.

band shall be used with a full width neoprene gasket or coated with asphalt or

To prevent galvanic action when unlike metals are connected, the connecting7.

pipe diameters over 42 inches.

including 42 inches. Coupling bands of two or more pieces are required for diameters up to andOne or two piece coupling bands are optional for pipe6.

accordance with the Standard Specifications.

for water tightness inJoints for sanitary sewers and siphons are to be tested5.

inch.16 pipes 12 inches or less in diameter, gasket thickness may be inch thick of a width equal to the band width and centering on the joint. For8 shall be (butt-cemented or vulcanized) synthetic, closed-cell sponge rubber and other installations when shown on the plans. Gaskets for all coupling bands

Watertight joints with gaskets are required for irrigation pipes, storm sewers,4.

inch bands).8 inch minimum diameter (14-8 inch bands) and 1-8 and 13-inch2 nch minimum diameter (10-i16 between bands. "O" ring gaskets shall be inch band) shall be placed in lap4 inch band) or 9 inch (14-8 band) or 8 inch (13-inch2 inch wide by 5 inch (10-2

1-inch by8

C443 and a mastic sealant strip

Gaskets for the Type F coupling band shall be "O" rings conforming to ASTM3.

to arch pipes of equal peripheral measurement.

Type F coupling bands shown for pipes 15 inch to 72 inch in diameter are typical2.

See Std. Dwg. RD325 for general notes, and details not shown.1.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

SINGLE 8" BAND ANGLE CONNECTOR

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, 2025 - May 31, 2026

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

RD327

COUPLING BANDS FOR

R D

.d g n

REVISED DETAILS AND NOTES01-2023

20-JAN-2023N/A

J A

N are required for pipe diameters over 42 inches.

up to and including 42 inches. Coupling bands of two or more pieces

4. One or two piece coupling bands are optional for pipe diameters

."16 in diameter, the gasket thickness may be the band width and centering on the joint. For pipes 12 inches or less thick of a width equal to"8 synthetic, closed-cell sponge rubber

Gaskets for all coupling bands shall be (butt-cemented or vulcanized) storm sewers, and other installations when shown on the plans.

3. Watertight joints with gaskets are required for irrigation pipes, approved by the engineer.

gasket or coated with asphalt or other insulating material as the connecting band shall be used with a full width neoprene

2. To prevent galvanic action when unlike metals are connected, not shown.

1. See Std. Dwgs. RD325 and RD326 for general notes, and details provide a tensile strength of 7500 lbs are permissible.

Design variations in fasteners (Straps, bars, & welds) which

NOTE:

provide a tensile strength of 7500 lbs are permissible.

Design variations in fasteners (Straps, bars, & welds) which

NOTE:

Coupling band sealant where required

Watertight joint gasket or

Forged steel bar

" dia.8

(Typ.)

" square hole16

(Typ.)

Spot welds Band sheet

"4

"x84

Tension strapBolt bar

(See general note 3)

"4

"8

" 2

BOLT BAR DETAIL

WATERTIGHT JOINT

TENSION STRAP

DETAIL A

TOP

FRONT

FLAT BAND OR DIMPLE BAND

TYPE K

(FOR PIPE EXTENSIONS ONLY)

or helical end with reformed end

New pipe extension with helical end

Extg. pipe

(See table A)

W connector

Band angle connector

Bar & Strap bolt (Typ.)

"x6" carriage2

BAND ANGLE CONNECTOR DETAIL

DOUBLE BAR & STRAP CONNECTOR DETAIL

Band Type

Steel

Aluminum

Corrugations (In)

Pipe Dia.

(In)

Min. W Gasket Type

Sleeve

Sleeve

54-144

54-84

12-48

54-96

54-84

12-48

"2 1"x3

* 3"x1" 5"x1"

"2 1"x3

* 3"x1" 5"x1"

TABLE A

* Arch pipe only

Insulating material connecting band

Standard

(See general note 2)

Type varies with pipe of unlike material

Extending existing pipe culvert

CONNECTION DETAILS

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

bolt (Typ.)

"x6" carriage2 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, 2025 - May 31, 2026

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

RD339

CONNECTIONS

PIPE TO STRUCTURE

R D

.d g n

REVISED NOTES07-2021

20-JAN-2023N/A

J A

N

PLAN PLAN

grout

Non-shrink

(See general note 5)

Tracer wire

(See general note 1)

Sump shown

(typ.)

grout

Non-shrink

(See general note 5)

Tracer wire (Typ.)

(See general note 1)

Sump shown

(See general note 5)

Tracer wire (Typ.)

(See general note 7)

Pipe zone (Typ.)

(See general note 7)

Pipe zone (Typ.)

(See general note 6)

Resilient connector

(See general note 5)

Tracer wire

(See general note 1)

Sump shown

(See general note 1)

Sump shown

(See general note 6)

Resilient connector (Typ.)

(See general note 5)

Tracer wire (Typ.)

(See general note 7)

Pipe zone (Typ.)

(See general note 7)

Pipe zone (Typ.)

(See general note 5)

Tracer wire (Typ.)

(See general note 6)

Resilient connector (Typ.)

CONNECTION OF FLEXIBLE PIPE TO STRUCTURECONNECTION OF RIGID PIPE TO STRUCTURE

SECTION C-CSECTION D-DSECTION A-ASECTION B-B

B

B

A A C C

D

D

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

7. Pipe zone varies, see Std. Dwg. RD300.

6. When flexible pipe is used, install resilient connectors conforming to requirements of ASTM C923.

See Std. Dwg. RD336 for tracer wire details.

5. All connecting pipes shall have a tracer wire, or approved alternate.

4. Maximum pipe diameter varies with pipe material.

3. Location, elevation, diameter, slope, and number of pipe(s) varies, see project plans.

2. See appropriate standard drawings or special project details for other similar structures.

1. See Std. Dwgs. RD364, RD365, and RD366 for inlet details not shown.

04-2022 REVISED NOTES

01-2023 REVISED DETAILS AND NOTES

(typ.)

grout

Non-shrink

(typ.)

grout

Non-shrink 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, 2025 - May 31, 2026

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

RD365

FOR CONCRETE INLETS

FRAMES & GRATES

R D

.d g n

14-JUL-2014N/A

J U

L all bars

Both ends "16

"4

4 corners "4 32'-4 h e x b a r o f e q u iv a le n t a r e a r o u n d r e c t.

o r

C r o s s b a r s h e x b a r o f e q u iv a le n t a r e a r o u n d r e c t.

o r

C r o s s b a r s flat bar each end

"2

"x28

"x2" or8

(Typ.)

" on center8 at 1

" flat bars2

"x28

Bearing bars

T y p ic a l a ll b a rs see general note 3

For cross bars, third inner bar and every outer bars both ends, Typical "16

"2

2" b a r s o n c e n te r s

1'-9"

(Bicycle-safe) edge flat bars

" sq.2

"x22

"8

1'-9

2 each end

"x3" bolt8 angle (Typ.)

"8

"x2

3"x2

"4

1'-10

"4

4 anchors

"4

4 corners

T y p

" (Typ.)2

2 each end

"x3" bolt8 5 "

2 each end

"x3" bolt8

(Typ.)

" on center8 at 1

" flat bars2

"x28

Bearing bars flat bar each end

"2

"x28

"x2" or8 see general note 3

For cross bars, third inner bar and every outer bars both ends, Typical

"2

2T y p ic a l a ll b a rs

3 "16

2'-3"

"2

1'-1 "2

1'-1 b a r s o n c e n te r s

(2 grates required per inlet, as shown)

(Bicycle-safe)

2"

2 each end

"x3" bolt8

"8

2'-3 edge flat bars

" sq.2

"x22 angle (Typ.)

"8

"x2

3"x2

"4

4 anchors

" (Typ.)2

T y p

(Typ.)

sq. edge flat bar

"2

"x28

"2

(Typ.)

sq. edge flat bars

"4

"x2'-62

"x28

Bearing bars

"2

"2

2'-3"

Spacing 3" O.C.

(See general note 2)

5. Cast iron grate and frame are acceptable alternates. See ODOT's QPL.

4. Hot dip galvanize after fabrication.

resistance welded or electroforged to bearing bars.

" cross bars shall be flush with the top of grate surface and may be fillet welded,8

3.

2. Type 1 grate allowed only in locations not subject to bicycle or pedestrian use.

1. For inlet details, see appropriate inlet standard drawing(s).

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

(TYPE 1)

G-2, G-2M, G-2MA, CG-2 GRATE

(TYPE 2)

G-2, G-2M, G-2MA, CG-2 GRATE

(TYPE 2)

G-1, CG-1 GRATE

G-1, CG-1 FRAME G-2, G-2M, G-2MA, CG-2 FRAME

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, 2025 - May 31, 2026

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

RD370

TYPE D

DITCH INLET

R D

.d g n

21-JUL-2015N/A

J U

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Grate

Ditch flow

Frame

See Detail A

Frame

V a r ie s

2'-0"

3'-0"

6" 6"

6" "8

2'-3

"8

3'-3

6"

(See general note 10)

(Typ.)

Pipe connection varies(See general note 6)

Tracer wire

Grate

"4

2'-4

2'-3"

(See general note 2) (See general note 2)

See Detail A

(See general note 6)

Tracer wire

Grate

Frame

Ditch flow

6" 2'-0"

3'-0"

6"

(Anchor bolt modication, see general note 2)

"4

4 anchors

Grate

Frame

2 each end

"x3" bolt (Modified)8

SECTION A - A ELEVATION

PLAN

AA

G-2 FRAME G-2 GRATE (TYPE 1)

DETAIL A

11. Location, elevation, diameter, slope, and number of pipe(s) varies, see project plans.

10. See Std. Dwg. RD339 for pipe to structure connections.

All precast inlets shall conform to requirements of ASTM C913.

"-0 crushed aggregate shall be provided.4 leveling bed of sand or

9. Inlet base may be cast-in-place or precast. Where precast inlet base is used as an alternate, a 4" compacted

8. Do not use in locations where inlet can be struck by an errant vehicle, or provide shielding of inlet.

7. Max. pipe diameter varies with pipe material.

6. See Std. Dwg. RD336 for tracer wire details, or approved alternate.

to bearing bars.

" cross bars shall be flush with the grate surface and may be fillet welded, resistance welded or electroforged8

5.

4. Provide sump only when shown on plans, and allowed by jurisdiction. For sump details, see Std. Dwg. RD364.

3. Catch basin, frame, and grates shall meet H20 loading.

G-2 (Type 2) grates may be used if approved by the engineer.

Modify anchor bolt attachment to frame as shown in Detail A.

2. For frame & grate details not shown, see Std. Dwg. RD365.

1. All concrete shall be commercial grade concrete.

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, 2025 - May 31, 2026

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