00017015 Plans.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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N E

MTRAPED

N

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ATROPS

N A

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H_M26003_ts_01.dgn :: Default 4/15/2026 12:36:01 PM 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 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

KLAMATH FALLS TO LAKEVIEW HIGHWAY

KLAMATH & LAKE COUNTIES

MAY 2026

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

AKE COUNTIESKLAMATH AND L

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO 72.14

OR 140: CULVERT REPAIR PROJECT

A01STATE

Begin Project

MP 50.4

HB01-HB10 Construction Plan

59V-081

HB11 Culvert Marker Details

End Project

MP 72.14

TRENCH BACKFILL, BEDDING, PIPE ZONE, AND MULTIPLE INSTALLATIONSRD300

COUPLING BANDS FOR CORRUGATED METAL PIPERD325

COUPLING BANDS FOR CORRUGATED METAL PIPERD326

COUPLING BANDS FOR CORRUGATED METAL PIPERD327

TRAFFIC DELINEATORS STEEL POST DETAILSTM571

T.36 S., R. 14 E., WM

T.37 S., R. 14 E., WM

T.37 S., R. 16 E., WM

T.38 S., R. 16 E., WM

T.38 S., R. 17 E., WM

59V-081

Sec. 29, T. 36 S., R, 14 E., W.M.

MP 50.40

Sec. 29, T. 36 S., R, 14 E., W.M.

MP 50.63

CONSTRUCTION PLAN

(see dwg. no. RD300 for details) install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 36" conc. T&G pipe - 6 LF

- 3 LFRemove 36" conc. pipe

36" conc. culvert - 44' (In pl.)

OR 140

Lakeview

Approx. R/W

Klam ath Falls

Approx. R/W c o n c

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

50.40 D040675

OREGON

RE

GI

ST

ERE

D PROFESSIONALEN

GINEER

RENEWS: 6-30-2027

51 99

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

Rehabilitate extg. 36" culvert - 53 LF install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 36" conc. T&G pipe - 6 LF

18" culvert, 47 LF

Dewater culvert for inspection - 1 EA

Klamath Falls

OR 140

Lakeview

Approx. R/W

Approx. R/W c o n c

(see sht. HB11 for details)

Inst. culv. ID marker, Type 1 & 2 - 1 EA

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB01

MATT SEGRINWADE HOLADAY

WADE HOLADAY

H_M26003_clpl_01.dgn :: HB01 4/22/2026 7:59:49 AM hwyr33e

Sec. 29, T. 36 S., R, 14 E., W.M.

MP 50.78

Sec. 29, T. 36 S., R, 14 E., W.M.

MP 50.88

CONSTRUCTION PLAN

Approx. R/W

OR 140

c o n c

Klamath Falls

Approx. R/W

Lakeview install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 6 LF

24" conc. culvert - 38' (In pl.)

Inst. culv. ID marker, Type 1 & 2 - 1 EA install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 3 LF

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

50.78 D040678

Approx. R/W

Klamath Falls

OR 140

c o n c

Lakeview

Approx. R/W install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 3 LF

24" conc. culvert - 44' (In. pl.)

Inst. culv. ID marker, Type 1 & 2 - 1 EA install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 3 LF

50.88 D040679

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

Rehabilitate extg. culvert - 47 LF

Rehabilitate extg. 24" culvert - 50 LF

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB02

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB02 4/22/2026 7:59:04 AM hwyr33e

Sec. 28, T. 36 S., R, 14 E., W.M.

MP 51.50

Sec. 28, T. 36 S., R, 14 E., W.M.

MP 51.57

CONSTRUCTION PLAN

OR 140

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

Approx. R/W c o n c

OR 140Klamath Falls

Lakeview

Approx. R/W install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 3 LF

24" conc. culvert - 44' (In. pl.)

Inst. culv. ID marker, Type 1 & 2 - 1 EA install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 3 LF

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

51.50 D040681

24" culvert, 44 LF

Dewater extg. pipe - 1 EA c o n c

Rehabilitate extg. 24" culvert - 50 LF

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB03

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB03 4/22/2026 7:57:24 AM hwyr33e

MP 51.67

Sec. 28, T. 36 S., R, 14 E., W.M.

MP 51.87

OR 140

CONSTRUCTION PLAN

OR 140

install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 3 LF

24" conc. culvert - 44' (In. pl.)

Inst. culv. ID marker, Type 1 & 2 - 1 EA install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 12 LF

Remove 18" pvc pipe - 11 LF

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

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

51.67 D040683

Approx. R/W

OR 140

Klamath Falls

Lakeview

Approx. R/W install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 3 LF

24" conc. culvert - 46' (In. pl.)

Inst. culv. ID marker, Type 1 & 2 - 1 EA install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 24" conc. T&G pipe - 3 LF

Reset last joint - 1 EA

51.87 D040684

c o n c . 2 c o n c

Rehbilitate extg. 24" culvert - 48 LF

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB04

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB04 4/22/2026 7:55:45 AM hwyr33e

MP 52.30

CONSTRUCTION PLAN

install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 18" conc. T&G pipe - 3 LF

18" conc. culvert - 46' (In. pl.)

(Approximatley 1 CY of material)

Re-establish ditch line - 20 LF install 3"-0" rock bank protection - 3 CY match extg. line and grade

5 ft. depth

Install 18" conc. T&G pipe - 3 LF

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

52.30 D040686

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

Approx. R/W

Klamath Falls

OR 140

Lakeview

Approx. R/W

Sec. 02, T. 37 S., R, 14 E., W.M.

MP 54.59

Klamath Falls

Approx. R/W

OR 140

Lakeview

Approx. R/W

Klamath Falls

Approx. R/W

OR 140

Lakeview

Approx. R/W

Inst. culv. ID marker, Type 1 & 2 - 1 EA c o n c c o n c c o n c

(Approximately 34 CY)

Fill & Abandon 36" culvert pipe - 2 EA

Rehabilitate extg. conc. culvert - 52 LF

2 4

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB05

MATT SEFRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB05 4/22/2026 7:55:07 AM hwyr33e

Sec. 02, T. 37 S., R, 14 E., W.M.

MP 54.94

CONSTRUCTION PLAN

c o n c

Klamath Falls

OR 140

Approx. R/W

Lakeview

Approx. R/W

Rehabilitate extg. 18" culvert- 48 LF

MP 54.94Inst. culv. ID marker, Type 1 & 2 - 1 EA

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

54.94 D040694

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

Sec. 34, T. 37 S., R, 16 E., W.M.

MP 67.44

K la m a th Fa lls cm p O

R

Lak eview

A p p ro x . R /W

Rehabilitate extg. 18" culvert- 75 LF

Inst. culv. ID marker, Type 1 & 2 - 1 EA

67.44 D040749

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB06

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB06 4/22/2026 7:53:29 AM hwyr33e

Sec. 34, T. 37 S., R, 16 E., W.M.

MP 67.90

Sec. 34, T. 37 S., R, 16 E., W.M.

MP 68.08

CONSTRUCTION PLAN

K la m a th Fa lls

A p p ro x . R /W

O R

Lak eview cm p

Rehabilitate extg. 18" culvert- 67 LF

Inst. culv. ID marker, Type 1 & 2 - 1 EA

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

67.90 D040750

68.08 D040751

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

Klam ath Falls

O R 140

Lakeview

A pprox. R/W c m p

(See dwg. no. RD326, RD326, & RD327) match extg. line and grade

5 ft depth

Install 18" cmp - 25 LF

Remove 18" cmp - 25 LF

18" cmp culvert - 87' (In. pl.)

Inst. culv. ID marker, Type 1 & 2 - 1 EA

Rehabilitate extg. 18" culvert - 87 LF

GENERAL NOTES

all excavtion work at this location.

The Archiologoical Monitor is required to be onsite during

Monitor as per SP00290.

Coordinate all site work at MP 68.08 with the Archiological

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB07

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB07 4/22/2026 8:57:12 AM hwyr33e

Sec. 02, T. 38 S., R, 16 E., W.M.

MP 68.35

Sec. 02, T. 38 S., R, 16 E., W.M.

MP 68.77

CONSTRUCTION PLAN

Approx. R/W

Klam ath Falls

O R 140

Lakeview

" c m p

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

68.35 D040752

68.77 D040754

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

Rehabilitate extg. 18" culvert- 79 LF

Inst. culv. ID marker, Type 1 & 2 - 1 EA match extg. line and grade

5 ft depth

Install 24" cmp - 15 LF

Remove 24" cmp - 15 LF

24" cmp culvert - 97' (In. pl.)

Inst. culv. ID marker, Type 1 & 2 - 1 EA

A pprox. R/W

Klam ath Falls

Lakeview

O R 140 cm p

Rehabilitate extg. 24" culvert - 97 LF

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB08

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB08 4/22/2026 7:51:59 AM hwyr33e

Sec. 02, T. 38 S., R, 16 E., W.M.

MP 69.22

Sec. 01, T. 38 S., R, 16 E., W.M.

MP 69.86

CONSTRUCTION PLAN

K la m a th F a lls

O R

L a k e v ie w cm p

Rehabilitate extg. 18" culvert- 62 LF

Inst. culv. ID marker, Type 1 & 2 - 1 EA

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

69.22 D040756

69.86 D040759

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

K lam ath Falls

O R 0Lakeview cm p

Rehabilitate extg. 18" culvert- 76 LF

Inst. culv. ID marker, Type 1 & 2 - 1 EA

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB09

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB09 4/22/2026 7:49:31 AM hwyr33e

Sec. 12, T. 38 S., R, 16 E., W.M.

MP 70.16

Sec. 18, T. 38 S., R, 17 E., W.M.

MP 72.14

CONSTRUCTION PLAN

Approx. R/W

Klamath Falls OR 140

Lakeview

" c m p

Rehabilitate extg. 18" culvert- 95 LF

Inst. culv. ID marker, Type 1 & 2 - 1 EA

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

70.16 D040761

72.14 D040815

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

Approx. R/W

Rehabilitate extg. 18" culvert- 79 LF

Inst. culv. ID marker, Type 1 & 2 - 1 EA

K la m a th F a lls

O R

0L a k e v ie w

" c m p

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO MP 72.14

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

HB10

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB10 4/22/2026 7:48:46 AM hwyr33e

CULVERT MARKER DETAILS

HB11

ST

ERE

JU

LD

E R

HOLA

W A

19202

D A

Y

Y

YDER

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.)

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

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'

Edge of pavem ent

Fog Line

SINGLE PIPE

SINGLE DRAINAGE FACILITY

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

Type B Green

Type 1 marker, numbers facing edge of pavement steel post parallel to travel lane, Type 2 marker paddle mounted on typ. rivet holes

Paddle with and washers aluminum blind rivets post with (4) 3/16" dia.

paddle to type 1U steel

Fasten Type 2 marker

4" m in

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

KLAMATH AND LAKE COUNTIES

KLAMATH FALLS TO LAKEVIEW HIGHWAY

MP 50.40 TO 72.16

OR 140: CULVERT REPAIR PROJECT

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

MATT SEGRINWADE HOLADAY

H_M26003_clpl_01.dgn :: HB11 4/22/2026 7:47:32 AM hwyr33e

RD300

INSTALLATIONS

PIPE ZONE AND MULTIPLE

TRENCH BACKFILL, BEDDING,

R D

.d g n

14-JUL-2014N/A

J U

L

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: June 1, 2026 - November 30, 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

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: June 1, 2026 - November 30, 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

.d g n

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: June 1, 2026 - November 30, 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: June 1, 2026 - November 30, 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

TM571

STEEL POST DETAILS

TRAFFIC DELINEATORS

T M

.d g n

10-DEC-2009N/A

D

E C

SECTION A-A

Taper

B

3�"

1�"

1�"

3�"

¾" Post

HOLE DETAIL

A A

2-1/16"

Post

Taper

(4 Holes Req'd.)

HOLE DETAIL

(4 Holes Req'd.)

B

' m in

⅞

2 �"

SECTION B-B

¼

¼

¼

' m in

¾"

¼

¼

¼

TYPE - 1 STEEL POST DIMENSIONS TYPE - 1 U STEEL POST DIMENSIONS

To be accompanied by Drg. No. TM570

1. Galv. steel, nominal weight 2 lb. per ft.

Notes:

1. Galv. steel, nominal weight 1.12 lb. per ft.

Notes:

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: June 1, 2026 - November 30, 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