ATT F ODOT Standard Drawings.pdf

RD300

INSTALLATIONS

PIPE ZONE AND MULTIPLE

TRENCH BACKFILL, BEDDING,

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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 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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

RD302

STREET CUT

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20-JUL-2020N/A

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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: June 1, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD316

FOR METAL PIPE

SLOPED ENDS

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15-JAN-2016N/A

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L or

B1

END VIEW

X dimensions are to top edge of corner plates on structural plate pipe.

plans or directed when shown on

Slope protection

RD317

Std. Dwg.

See Table A, Sl op e as d ire ct ed

See general note 4

ROADWAY EMBANKMENT

See general note 4

RD317

Std. Dwg.

See Table A, sections on Std. Dwg. RD317

Configuration varies, see

See general note 8

Slopes as directed.

paved end slope.

0 when used with

Slopes as directed.

Adjacent pipe section

H in f e e t)

D ia

H

I n f e e t)

(Corr. structural plate) Plan and pay length joint

First

Axis of pipe

D ia m e te r

Be ve lY = 0)

Bevel (When min.

12" corrugated metal pipe

6 times dia. min. for

(Corr.) Plan and pay length

X

B1

1H metal pipe.

for corrugated

6 times dia. min.

First joint

Y min.

12"

Bottom � length Plan and pay length

Be ve l

Span

R is e

X

H

H 15 15

1H

H 15 15

1H 6. and only applicable for non-hydraulic applications.

11. See Std. Dwg. RD317 for culvert embankment protection and riprap pads (When reqd.).

(For skew diagram, see Std. Dwg. RD319).

10. For pipes with skew no.'s 50, 70, 110 or 130, omit the top step (Y).

9. Full bevel cuts are not recommended for multiple radius shaped pipes.

8. Cross-sectional dimensions may vary with different materials.

See special details or Standard Drawings as called for on plans.

sections, or other measures).

treament (Slope ends, culvert embankment protection, paved end slopes, safety end

7. Open ends of pipes normally require a site specific design, and may require special

For elliptical pipe increase X and Y dimensions by percent of ellipse.

13 4

12 to 36

8 *

8 *

8 *

8 *

4 *

8 *

8 *

8 *

8 *

1:31:21:1.51:31:21:1.51:31:21:1.5 1:31:21:1.5

1:31:21:1.51:1.5 1:2 1:3

SIZE

CORRUGATED STRUCTURAL PLATE (Dimension in inches) CORRUGATED (Dimension in inches)

SIZEB1 B1

SLOPES

SIZE

ROUND

EQUIVALENT

SPAN RISE XSLOPES

RISESPAN

XX

RISESPAN

SIZE X Y

SIZE

B1

SLOPES SLOPES

X

SLOPES

Y X & Y

SLOPES

ALTERNATE - 2ALTERNATE - 1

CORRUGATED (Dimension in inches) CORRUGATED STRUCTURAL PLATE (Dimension in inches)

CIRCULAR OR ELLIPTICAL PIPEARCH PIPE

SHOWING LENGTH OF END PROJECTIONS

LONGITUDINAL SECTION

PARTIAL BEVEL

LONGITUDINAL SECTION

STEP BEVEL

CIRCULAR OR ELLIPTICAL PIPEARCH PIPE

C B A

C B A

ARCH PIPE

CIRCULAR OR ELLIPTICAL PIPE SECTION

5. Slope protection required for hydraulic installations. See Table A on Std. Dwg. RD317.

than design headwater or tailwater elevation respectively whichever is greater.

4. Minimum elevation of top of riprap at inlet and outlet is one diameter (D) or one foot higher

3. All embankment slopes to be warped where required to provide end projections as shown.

2. See Std. Dwgs. RD300 or RD304 for installation details.

requirements for plate arrangements.

1. All dimensions are subject to necessary tolerances to meet manufacturer's

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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD317

AND RIPRAP PADS

PROTECTION

CULVERT EMBANKMENT

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30-JUN-2022N/A

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12 3

2B B 2B when directed

Riprap protection

W general note 4

See Std. Drg. RD316, D

T general note 4

See Std. Drg. RD316, D

T on plans or directed

Cutoff wall when shown when directed

Riprap protection

W

B

T = Thickness of riprap blanket, see Table A.

D = Diameter of circular barrel or rise of arch pipe, box, or open-bottom arch.

B = Diameter of circular barrel or span of arch pipe, box, or open-bottom arch.

general note 4

See Std. Drg. RD316, D

T when directed

Riprap protection

BB

W

B listed dimension.

* L is the greater of 4B or the

TABLE A - Embankment Slope Protection

See special details or Standard Drawings as called for on plans.

end sections, or other measures).

treatment (sloped ends, culvert embankment protection, paved end slopes, safety

2. Open ends of pipes normally require a site specific design, and may require special

1. See Std. Drg's. RD300 & RD304 for installation details.

c) Riprap pad, end view

W slope protection.

the width of the embankment pad is the larger of 5B or

3 Top width (W) of the riprap loose riprap.

Class 200 and Class 700

2 Use riprap geotextile under rock in order to place riprap.

1 Do not excavate non-erodible

B

Riprap Class T Distance

36 Inches *

24 Inches *

18 Inches

12 Inches

TABLE B - Riprap Pad Dimensions

Class

Riprap

(ft)

L *

(ft)

T

5.6

4.3

3.3

2.3

4B or 3.3

4B or 2.0

4B or 1.6

4B or 1.3 protection

Embankment

b) Riprap pad with cutoff wall, elevation view

L (See Table B)

L (See Table B)

a) Riprap pad without cutoff wall, elevation view

Cutoff wall

Riprap geotextile culvert invert thickness under

Pad should be full

Riprap geotextile

Channel bottom

T (See Table B)

Embankment protection

Outlet invert

W= Width of top of riprap pad, ft

T = Thickness of riprap pad, ft

L = Length of bottom of riprap pad, ft

B = Diameter or span of conduit, ft

T (See Table B)

A

A

B

B

C

C

B2 11 B2

Riprap pad riprap and embankment

* Riprap geotextile required between on plans or directed

Cutoff wall when shown

Wingwall and headwall

EMBANKMENT PROTECTION

RIPRAP PADS

HEADWALL AND WINGWALLS

SLOPED OR PROJECTING END

SLOPED END WITH SLOPE PAVING

SECTION A-A

SECTION B-B

SECTION C-C

RIPRAP PAD NOTES:

GENERAL NOTES FOR ALL DETAILS:

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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD320

60" MAXIMUM PIPE SIZE

FOR CULVERTS

PAVED END SLOPE

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15-JAN-2016RD07-02

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B

B

A

A

X rad.

18"

Span

4"

X welded wire reinf.

4x4-W4xW4 slope paving

Concrete mi n.

4"

Pipe

Arch

Pipe

Arch

Pipe

Arch

(1) Areas for multiple installations are as shown on the plans.

(Inches)

Diameter

Pipe

Nominal

PAVED END SLOPE AREA

SQUARE FEET

1:3 SLOPE 1:4 SLOPE 1:6 SLOPE

Pipe

Circular

Pipe

Circular Pipe

Circular

PAVED END SLOPE AREA TABLE

CIRCULAR PIPE CULVERT

ANCHOR BOLT DETAILS

ARCH PIPE CULVERT

SECTION A-A

SECTION B-B

POLYPROPYLENE PIPE

HDPE, OR

CONCRETE, PVC

METAL PIPE

CORR.

END VIEW (HALF SECTION)

TOP VIEW

SIDE VIEW

TOP VIEW

END VIEW

SIDE VIEW

A

B

A

B

(Typ.)

18" rad.

pipe polypropylene

PVC, HDPE, or

Concrete, of pipe to conform to crown

Shape concrete slab pipe metal

Corr.

(Typ.)

when req'd.

Anchor bolt, welded wire reinf.

4x4-W4xW4 as required

Bend anchor bolts min.

18"

D min.

18"

D

D

D m in

2D mi n.

D

S iz e

D

(See general note 9) where directed

Riprap protection as reqd.

Slope Concrete pipe shown welded wire reinf.

4x4-W4xW4 as reqd.

Slope joint construction

Raked surface length as req'd.

" dia.,2 1Pipe

1" (Typ.)

than 24" dia.

Culvert larger

4" lap

" m in.

Not required for concrete pipe.

centers around entire perimeter at end of pipes over 24" size.

Anchor bolts to be ASTM A307 galv., equally spaced at a max. of 18"

(Normal to centerline of embankment) min.

18"

D m in

S p a n mi n.

Sp an

R is e

(Typ.)

when req'd.

Anchor bolt, (See general note 9) where directed

Riprap protection as reqd.

Slope welded wire reinf.

4x4-W4xW4

Corr. metal arch pipe as reqd.

Slope span

D

9. See Std. Dwg. RD317 for culvert embarkment protection and riprap pads (When reqd.).

8. See Std. Dwg. RD321 for removable safety bars (When reqd.).

measures). See special details or Standard Drawings as called for on plans.

(Slope ends, culvert embankment protection, paved end slopes, safety end sections, or other

7. Open ends of pipes normally require a site specific design, and may require special treament

6. All concrete shall be commercial grade concrete.

noted otherwise.

" clear of nearest face of concrete unless shown or2

5. All metal reinforcement shall be placed 1

" in 10' .8 variations shall not exceed

" unless noted otherwise. Slope paving surface4

4. All exposed conc. edges shall be chamfered

3. For multiple pipe installations, see Std. Dwgs. RD300 & RD304.

material.

placing impervious material at the inlet. Cutoff collars may be used in lieu of impervious

2. When using pervious bedding and backfill, it is desirable to prevent seepage and piping by not less than 12".

1. When rock is encountered, cut off wall depth or may be reduced to rock line but

GENERAL NOTES FOR ALL DETAILS ONTHIS 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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD325

CORRUGATED METAL PIPE

COUPLING BANDS FOR

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

corrugation and pipe diameter shown may be used.

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

that used for the pipe.

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

shall be galvanized or aluminum coated.

All steel coupling bands and connection hardware1.

TYPE E

TYPE DTYPE BTYPE A

HELICAL COUPLINGANNULAR COUPLING

CONNECTION ANGLE DETAIL

TOP VIEW

END VIEW END VIEW

COUPLING BAND DIMPLE DETAIL

" Corrugations2 1"x3

22 3"x1" Corrugations

(In) Pipe Dia.

(In) Rod Dia.

Narrow Band Wide Band

Req'd. above 42" dia.

to 42" diameter.

Second angle conn. opt.

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

"16 32"x2"x

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

Band

Pipe Band

Pipe with cut washers " carriage bolts8

32 -

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

Band

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

32 -pipe corrugated Helically

Helical pipe

Band

Pipe

(See general note 6) where required Watertight joint gasket

Cast lug

Band

4 - Rods and lugs

Cast lug

Pipe as reqd. to fit the helix angle.

Dimension A: 7" min. between dimples

" bolts2 13 -

Pipe

Band min 12"

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

"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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD327

CORRUGATED METAL PIPE

COUPLING BANDS FOR

R D

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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" carriage 2

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" carriage 2 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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD330

METAL

PIPE SLOPE ANCHORS

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07-JAN-2013N/A

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(See general note 3)

"16

"4

ANCHOR ASSEMBLY ALTERNATE "A"

PLATE DETAIL 1BPLATE DETAIL 1A

DRIVE PLUG

(CAST IRON)

DRIVE POINT

PIPE STAKES

DETAIL "A"

U BOLT

ANCHOR ASSEMBLY ALTERNATE "B"

TYPE ITYPE II

(CAST IRON)

WITHOUT CABLEWITH CABLE

" cable clamp8

(See general note 6)

Coupling band

(See general note 6) plate required (Typ.)

" bolts through2

One on each side wire rope, galvanized.

" common cable or8

See Plate Detail side of pipe

Pipe stakes each

Cables and cable clamps to be used when specified.

"8

"8

"4

1 "8

"4

"2

"4 11 "16

"16

"4

"8

6" parallel to the centerline of the pipe.

* Length of band coupler measured b a n d c o u p le r b a n d c o u p le r o r

" slots (6)4 3"x16

2"x3" slot (1)

"x1" slots (7)4

" slots (2)4 3"x32

2"x3" slot (1)

(Typ.)

" chamfer4 slots (2)

"2 1"x116

1" rad.

" rad.2

U bolt "2

Weld

One on each side wire rope, galvanized.

" common cable or8

Two on each side " cable clamps.8

52 -

" min.16

4"

2" dia.

Weld of pipe each side Pipe stakes

"4

(See optional fabrication Detail "A") " round steel for pipe over 8"4

" round steel for 8" pipe2

24" 8" t o

"8" to

"4

" U bolt2

" holes16

" plate2

"8

(Optional fabrication for identical upper and lower pipe clamp parts.)

3"

(Cables and cable clamps to be used when specified.)

lo n g d ia s td p ip e d ia s td p ip e

Drive plug p lu g a n d d ri v e p o in t

C ri m p p ip e t o f a s te n d ri v e point Drive

2" dia. std. pipe ** Fabricate collar from

1 Collar

Weld or point Flatten

" rad. (Typ.)4

"8

3" dia.

"2

"16

"16

"8

" dia. max.8

See Std. Dwgs. RD326 and RD327.

" bolts through plate with Anchor Assembly Alternate "A".2

16. Use 2 piece coupling bands with

". Hot-dip galvanize after fabrication.4

15. Plate material to be ASTM A36

4. Place slope anchor assemblies on 20' max. centers on slopes 20% or greater.

Pipe stakes to extend 6" above plate.

3. Either Type 1 or Type 2 pipe stakes may be used with either anchor assembly alternate at the contractor's option.

Alternate "A" to be used with helically corrugated pipe.

2. Either Alternate "A" or Alternate "B" anchor assembly may be used at contractor's option for annularly corrugated pipe.

1. All pipe stakes and hardware to be hot-dip galvanized after fabrication.

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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD364

TYPE G-1, G-2, G-2M, & G-2MA

CONCRETE INLETS

R D

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21-JUL-2015N/A

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4" drain pipe

Base drain, m in

INLET TYPE W W

G-1

G-2, G-2M, G-2MA

"8 71'-8"8

72'-8

"8 33'-3 "8

32'-3

TYPE G-1, G-2, G-2M

TYPE G-2MA

WITHOUT SUMP

DETAIL A

TABLE A

SECTION A - A

SECTION B - B

SECTION C-C

C C

PLAN

PLAN

B

B

A A

(See general note 5)

Tracer wire when directed

Shape bottom m in (T y p

6" W

W

6" b r e a k

G r a d e

Finish grade

(See general note 9) when required

" preformed filler,4

Subgrade

(See general note 5)

Tracer wire

(See general note 11)

(Typ.)

Pipe connection varies

(See general note 3)

Sump

"2

(See general note 4)

Curb (Type var.)

Aggr. backfill n o r m a l

6"

V a r ie s

W6" 6"

W

Normal pavement slope

(See general note 2)

Frame & grate see inlet G-2

For details not shown, face of concrete unless shown or noted otherwise

All reinforcement to be placed 2" clear of nearest

NOTE:

#4 bars @ 6"

#4 bars "2

(See general note 2)

Frame & grate

6'-0"

"4

2'-46"

"4

3'-4

(See general note 10)

Pay limit for conc. inlet

6"

1'-6"

6"

V a r ie s m in

Top of curb

4" drain pipe (Typ.)

Base drain, (Typ.)

Aggr. backfill

Subgrade

(See general note 5)

Tracer wire (Typ.)

(See general note 11)

(Typ.)

Pipe connection varies

(See general note 3)

Sump normal

6"

(See general note 11)

(Typ.)

Pipe connection varies flow line

Depressed gutter flow line

Normal gutter

(Typ.)

Slope 1:12 nom.

(See general note 9) when required

" preformed filler,4

Top back of curb

Top face of curb

(Typ.)

Aggr. backfill

4" drain pipe (Typ.)

Base drain, (See general note 9) when required

" preformed filler,4

Concrete inlet

(See general note 2)

Frame & grate

(See general note 5)

Tracer wire (Typ.)

Normal gutter flow line

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

10. See Std. Dwg. RD363 for gutter transition section, when curb and gutter are required.

" preformed filler (in concrete pavement or gutter only) to extend through thickness of concrete.4

9.

8. All concrete shall be commercial grade concrete.

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

6. Max. pipe diameter varies with pipe material.

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

4. For curb details, see Std. Dwgs. RD700 & RD701.

3. Provide sump only where shown on plans, and allowed by jurisdiction. See Detail A for inlet without sump.

For frame and grate details, see Std. Dwg. RD365.

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

2. Graphics show G-1 inlet with Type 2 grate. See Table A for inlet dimensions.

crushed aggregate shall be provided. All precast inlets shall conform to requirements of ASTM C913.

"-04

1. Where precast inlets are used as an alternate to cast-in-place inlets, a 4" compacted leveling bed of sand or

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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD365

FOR CONCRETE INLETS

FRAMES & GRATES

R D

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14-JUL-2014N/A

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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" or 8

(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

"x 2

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" or 8 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

"x 2

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: June 1, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD376

CAP AND INLET ADJUSTMENT

STRUCTURES, SIPHON BOX, INLET

MISCELLANEOUS DRAINAGE

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14-JUL-2014N/A

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36"

50"

X

Y

6"8"

6"

Ditch flow

V a ri a b le specified

Pipe as

18" min.

36" W min.

36"

#4 hoop

8"

6" (See general note 6)

Ditch flow

W36"

36"

W

W

Y

X

(For details not shown, see Std. Dwg. RD366)

ADJUST EXISTING INLETCONCRETE INLET CAP

SIPHON BOX

SIPHON BOX AND COVER

SIPHON BOX COVER

PLANPLAN

PLAN

END VIEW

PLAN

END VIEW

AA

SECTION A-ASECTION A-A

AA

SECTION A-A

AA

SECTION A-A

AA

of ditch to suit size of pipe and shape determined by the Engineer shape of opening to be

Dimension ''W'' and size and

(See general note 7)

Pipe connection varies (Typ.)

Ditch flowline

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

6. Alignment of ditch, siphon box, and pipe varies, see project plans.

5. All precast products shall conform to requirements of ASTM C913.

4. Max. pipe diameter varies with pipe material.

3. See Std. Dwg. RD336 for tracer wire details.

RD364.

Size frame and grate to match dimensions of siphon box used, see Std. Dwg.

2. If metal frame and grate is reqd. conform to details for Type 1grate.

concrete unless otherwise shown or noted.

1. All reinforcement to be placed a minimum of 2" clear of nearest face of

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

note 3)

(See general

Tracer wire Top of bank at 12" ctrs. max.

#4 bars spaced equally

#4 hoop note 3)

(See general

Tracer wire bars at 12" ctrs. max.

All reinforcement to be #4

NOTE:

at 12" ctrs. max.

#4 bars spaced equally pressure treated.

All wood shall be

NOTE:

16d nail (Typ.)

Anchor bolts deck plank size

Top planks to match

Anchor bolts

Do not countersink into planks bolts, washers, and nuts.

x12" galv. anchor2

4 -

" gap between planks2

Lay with

3"x6" or 3"x8" plank deck.

ea. end of each plank

2 - 16d nails (Typ.)

grade

Finish m in

3 4 m in measurements.

X & Y dimensions to be determined by field

NOTE:

Asph. conc. surfacing wall thkn.2

6" norm.

Extg. inlet

3" clear of top face of concrete.

" min.2 face of concrete and 3

" min. clear of bottom2 cap 1

Place bars in concrete inlet

@ equal spacing

10-#4 bars

@ equal spacing

8-#4 bars Extg. grate

Finish grade m in measurements.

X & Y dimensions to be determined by field

NOTE:

Extg. grate

6" norm.

Extg. inlet 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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD380

CORRUGATED PIPE

ALUMINUM AND STEEL

FILL HEIGHT TABLES FOR

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08-JUL-2013N/A

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1.0

1.0

1.0

1.5

1.5

1.5

1.5

1.5

1.5

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.5

1.5

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.0

1.5

1.5

1.5

1.5

1.5

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.5

1.5

1.5

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

2.0

2.0

2.0

2.0

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.0

1.0

2.0

2.0

2.0

2.0

1.5

1.5

1.5

1.5

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

.168.064 .079 .109 .138

MAXIMUM COVER (Ft.)MAXIMUM COVER (Ft.)

.064 .079 .109 .138 .168.064.060 0.075

MAXIMUM COVER (Ft.)

.060 .075 .105 .135 .164

MAXIMUM COVER (Ft.)

SPECIFIED THICKNESS (In.)

DIAMETER

(In.) (Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUM

(Ft.)

COVER

MINIMUMSPECIFIED THICKNESS (In.) SPECIFIED THICKNESS (In.)

DIAMETER

(In.)

SPECIFIED THICKNESS (In.) SPECIFIED THICKNESS (In.)

MAXIMUM COVER (Ft.)MAXIMUM COVER (Ft.)

SPECIFIED THICKNESS (In.)

WELDED OR LOCK SEAMLOCK SEAM WELDED OR LOCK SEAMLOCK SEAMLOCK SEAMLOCK SEAM

"4 1"x2

11 "2 1"x3

22 3"x1" and 5"x1""4 1"x2

11 "2 1"x3

22 3"x1"

.060 .075 .105 .135 .164 note 9)

(See general be increased, shown can these values

5"x1",

6. Heavy solid line denotes boundary between minimum cover requirements.

5. For multiple pipe installations, see Std. Dwg. RD300.

be approved by the Senior Standards Engineer.

4. For ODOT, pipes with maximum cover greater than those shown in the Tables shall

Geo-Environmental Section.

3. For ODOT, pipes with diameters greater than 72" must be reviewed by the

2. Minimum height of cover is least vertical distance from top of pipe to subgrade.

1. Maximum height of cover is greatest vertical distance from top of pipe to finish grade.

GENERAL NOTES FOR ALL TABLES ON THIS SHEET:

Maximum fill height for 3"x1" can be increased by up to 12% over values shown for pipe size 54" and larger.

9. 5"x1" corrugation can be used as an alternate for 3"x1" corrugation.

8. For minimum thickness, see AASHTO M197, M218, and M274.

See special details or Standard Drawings as called for on plans.

culvert embankment protection, paved end slopes, safety end sections, or other measures).

7. Open ends of pipes normally require a site specific design, and may require special treatment (Sloped ends, FILL HEIGHT TABLE FOR CORRUGATED CIRCULAR PIPE

STEEL

HELICALPIPEHELICAL

ALUMINUM

PIPE

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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD398

CULVERT ID MARKER

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01-JUL-2020RD11-01

J U

L

Mile point for rivet hole locations

See dwg. no. TM570

12345

ODOT

D panelStyle:working_panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18levels:GSCOLORFILL|GSBWFILL|GSOUTLINE

TYPE 2 MARKER

TYPE 2 MARKER INSTALLATION

3.5"

1.33"

.67"

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

1"

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

12345

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' 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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD610

DETAILS

PAVEMENT (ACP)

ASPHALT CONCRETE

R D

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25-JUL-2017N/A

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1" in 5'

Feather base course Taper 1" in 5'

AT GRAVEL APPROACHES

METHOD OF FEATHERING ACP PAVEMENT

OR BRIDGE ENDS WHEN NOT OVERLAYING THE BRIDGE

ACP PAVEMENT MATCH AT PROJECT ENDS

METHOD OF MATCHING EXTG. ACP INLAY SURFACING

TABLE 1

METHOD A *

METHOD B *

TAPER LENGTHS

ACP wearing course

(When present)

Feather ACP base course

Extg. pvmt.

See "EDGE DETAIL"

Extg. pvmt.

wearing course thkn.

ACP unfeathered

See project plans for method.

Taper (See Table 1)

Cold plane pvmt. removal

Taper (See Table 1)

Cold plane pvmt. removal

Posted Speed Taper Length

1" per 50' 45 mph

1" per 100'> 45 mph

See "EDGE DETAIL"

Extg. pvmt.

wearing course thkn.

ACP unfeathered top ACP base course

Construct non-feathered

(See "EDGE DETAIL")

Top of ACP base, Extg. pvmt.

ACP wearing course

(When present)

Feather ACP base course

Extg. gravel surfacewearing course thkn.

ACP unfeathered

Thkn. - Var. (2" to 0)

Aggr. base

Thkn. - Var. (2" to 0)

(When present)

Asph. conc. base course

(Thkn. as shown on plans)

ACP wearing course

Extg. pvmt.

Thkn. - 2"

(When present)

ACP base course e x tg p v m t.

E d g e o f

See "EDGE DETAIL"

ACP wearing courseExtg. pvmt.

See "EDGE DETAIL"

Extg. A.C. pvmt.

Cold plane pvmt. removal

(Inlay to extg. asphalt conc. pvmt.)

not acceptable

Mill edge as shown

Nom. depth

Sawcut & seal

EDGE DETAIL

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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with 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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

may be placed steeper

Slope of individual layer layers to be 1:1

Overall slope of succesive

MULTI-LAYER PAVEMENT CONSTRUCTION

p a v e m e n t

E d g e f see project plans

Slope varies, Successive layers cement treated base mix bituminous base or

First layer of ACP, plant

(NEW CONSTRUCTION)

SAFETEY EDGE FOR ASPHALT CONCRETE

PORTLAND CEMENT CONCRETE PAVEMENT OVERLAY

SAFETY EDGE FOR

(INCLUDING MILL, INLAY AND OVERLAY)

SAFETY EDGE FOR ASPHALT CONCRETE RECONSTRUCTION

p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, A p p r o x

M in backing material

New shoulder

Safety edge concrete pavement surface

New portland cement pavement

Existing concrete to 1:2

Sl. 1:1

T p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, p a v e m e n t

E d g e f

(6'-0" or less)

Shoulder width see project plans

Slope varies, p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, SAFETY EDGE PLACED WITH LIFTS

SAFETY EDGE PLACED ONLY WITH FINAL LIFT

SINGLE COURSE OVERLAY

PAVEMENT THICKNESS (T) 5" OR LESS

n o te

S e e g e n e r a l

M in

A p p r o x material

Existing shoulder material

Shoulder backing to 1:22

Sl. 1:1

Safety edge

Sl. 1:4 to 1:6

Lift 1

Lift 2 pavement

Existing

Additional pavement surface

New asphalt for shoulder paving

Prepare existing ground n te

S e e g e n e r a l for shoulder paving

Prepare existing ground material

Existing shoulder

T pavement

Existing surface New asphalt

Lift 1

Lift 2 material

Shoulder backing

Sl. 1:4 to 1:6 to 1:22 1Sl. 1:1

Safety edge material

Shoulder backing

Sl. 1:4 to 1:6 to 1:22 1Sl. 1:1

Safety edge m in for shoulder paving Prepare existing groundpavement

Existing detail below construction, see Multi-layer pavement surface New asphalt

T material

Shoulder backing

Sl. 1:4 to 1:6 to 1:22 1Sl. 1:1

Safety edge

A p p ro x

Sl. 1:1

M in material

Shoulder backing

Sl. 1:4 to 1:6 to 1:22 1Sl. 1:1

Safety edge

A p p ro x

Sl. 1:1

M in

Lift 1

Lift 2

M in

Additional pavement

Base material

Base material

Lift 2

Lift 1 Additional pavement surface Asphalt surface Asphalt

T

Finish grade with a 1:1 sloped face below the safety edge.

depth of "T" > 5", construct the safety edge to a depth of 5" approximately thickness of the surface and intermediate courses. For total new asphalt For total new asphalt depth of "T"≤5", construct the safety edge to the full4.

obstructions.

Do not construct safety edge at intersections, paved drives, or other3.

pavement surface.

to 1:2 measured from the 2

1Construct the safety edge at a slope of 1:12.

is 2" or greater, except where indicated in the plans.

travel lane or edge of paved shoulders), where the wearing surface thickness Safety edges are required at the outside edges of the paved roadway (edge of1.

T

RD615

DETAILS

SURFACE EDGE

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19-JUL-2021N/A

-J

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PAVEMENT THICKNESS (T) GREATER THAN 5"

RD700

CURBS

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6"

E specify in plans

Var. 24" or 30"

6"

E

" rad.4

Batter 6:1

" rad.4 see gutter pan notes

Slope varie s, T y p

2" (Typ.)

(See general note 11)

STANDARD CURB MOUNTABLE CURB

CURB ENDING DETAIL

MOUNTABLE CURB AND GUTTERCURB AND GUTTER

MOUNTABLE CURB

LOW PROFILE MODIFICATION FOR KEYWAY

WEEP HOLE DETAIL

VALLEY GUTTER

O.D.O.T. & City of Portland Standard "H"=16"

" rad.4

1:4 slope

6:1

Batter

(Slope var.)

Finish grade see gutter pan notes

Slope varie s, 12"

LOW PROFILE MOUNTABLE CURB AND GUTTER

" rad.4 or specifiy in plans

18" norm.

a s d ir e c te d o n p la n s o r v a r y a s s h o w n

(Where shown on plans)

** 0" at curb ramp n o r m

1.5' 4.5'

6'

Face of curb

"2

" R

1 " to joint filler (Full depth)

Preformed expansion

Asph. conc. pvmt. (ACP)

Grade of roadway upon extension of curb.

To be removed

(Slope var.)

Finish grade

" rad.4

Batter 6:1

" rad.8 m in

H v a ri a b le

E

(See general note 11)

6"

E

(See general note 11)

3" rad.

(Slope var.)

Finish grade

Batter 6:1

(Slope var.)

Finish grade m in

Batter 6:1

3" rad.

3" rad.

" rad.8

(Slope var.)

Finish grade

Batter 6:1 allowed by jurisdiction.

Vary where shown on plans, and

Vary slope as reqd. for drainage.

Slope 4.0% max. at curb ramps.

Slope 5.0% normal.

GUTTER PAN NOTES:

specify in plans

Var. 24" or 30"

6"

6" Normal curb

V a r

E see gutter pan notes

Slope varie s, Slop e va

r. (1 :4 m ax.)

Top of curb " (Max.)4

Bottom of curb

Gutter line

Batter 6:1 for each 1" difference in ''E''.

having a slope of 1:1 or steeper). Minimum desirable transition length shall be 20'

(''E'' Is the total vertical dimension of those curb surfaces

4. Transitions shall be used to connect curbs of different exposures ''E''.

3. Const. curb contraction joints at 15' maximum spacing, and at ends of each inlet and curb ramp.

ends of each driveways.

2. Const. curb expansion joints at 200' maximum spacing, and at points of tangency, and at curb. Vary as shown on plans or as directed. O.D.O.T standard "E"=7".

1. Curb exposure ''E'' = 6" to 9", as measured vertically from flowline to highest point on

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

or as directed as shown on plans

8" norm., vary

(Slope var.)

Finish grade

" rad.4 3" rad.4

1:4 slope

* 0" for Truck Apron thkn. (4" min.)

Future sidewalk be poured at the same time curb and sidewalk will not

Form shelf into curb when

2"

(Type var.)

curb and gutter

Curb, or

(Where req'd.)

3" PVC pipe, (Type var.)

curb and gutter

Curb, or weep hole

3" dia.

(Slope var.)

Finish grade

5%

(Where shown on plans, and allowed by jurisdiction)

(Where shown on plans)

Var.

V a r

12"

(Slope var.)

Finish grade

20"

40"

20"

" rad.4

#4 @ 12" centers (Slope var.)

Finish grade

" rad.4

T y p .)centers

#4 @ 7"

6"

"8

1 "8

" rad.8

" rad.8

(Finished surface)

5.0%

(Finished surface

5.0%

11. On or along state highways, curb and gutter is required at curb ramp.

10. For curb ramp details, see Std. Dwgs. RD900 series.

9. For drainage curbs, see Std. Dwg. RD701.

8. For sidewalk details, and monolithic curb & sidewalk, see Std. Dwgs. RD720 & RD721.

7. Dimensions adjacent to radii are measured to the point of intersection of curb surfaces.

6. Dimensions are nominal, vary to conform with curb machine approved by the engineer.

surface slope), unless otherwise shown, or as directed.

5. Tops of all curbs shall slope toward the roadway at 1.5% max. (Max. 2.0% finished 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, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

RD1030

TYPE 2, 3 AND 4

SEDIMENT BARRIER

R D

.d g n

REMOVED CALC BOOK NUMBERS01-2021

20-JAN-2021N/A

J A

N

A

PLAN

NOT TO SCALE NOT TO SCALE

A

F lo w sand bags

Biofilter or

F lo w

BARRIER SPACING

INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS

ON SLOPE

SPACING

MAXIMUM

% SLOPE% SLOPE

10% Flatter

10 % 15

15 % 20

20 % 30

Steeper than 30%

1:10 or Flatter

10 X 7.5

7.5 X 5

5 X 3

Steeper than 1:3

300'

150'

100'

50'

25'

BIOFILTER BAG / SAND BAG BARRIER - TYPE 2 AND 4

SECTION A-A

Flow Pt. "A"

Pt. "B"

Countersink 3"

(Type 2 only)

2 stakes per bag

Slope

L

2"x2"x36" stakes

PLAN

SECTION A-A

FIBER ROLL BARRIER - TYPE 3

A A

12" overlap

Stagger joints Wattles

4' max.

Stake spacing

12" Overlap

Flow

Flow Flow

Countersink 3"

Flow

Slope

Pt. "B"

Pt. "A"

Barr ier s paci ng (s ee ta ble)

2"x2"x36" stakes

Type 4 - Sand bags

Type 3 - Wattles

Type 2 - Biofilter bags point "B".

elevation of point "A" is less than or equal to the elevation of

2. For Type 2 and Type 4 barriers, space bags (L) so that the placed on paved surface.

undisturbed ground a min. of 12". Omit stakes if bags are

1. For Type 2 barrier, drive stakes flush with top of bag and into

NOTES:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

RD1055

MATTING

SLOPE AND CHANNEL

R D

.d g n

REMOVED CALC BOOK NUMBERS01-2021

20-JAN-2021N/A

J A

N matting

Channel liner

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

H>3' AND TERMINAL SLOPE

TOP OF BANK ANCHOR TRENCH,

FIGURE A1:

ANCHOR TRENCH, H<3'

TOP OF BANK

FIGURE A2:

NOT TO SCALE

CHANNEL CHECK SLOT

FIGURE A3:

NOT TO SCALE

6"

NOT TO SCALE

ROCK BACKFILL

CHANNEL CHECK SLOT WITH

FIGURE A4:

NOT TO SCALE

ANCHOR TRENCH

INITIAL CHANNEL

FIGURE A5:

STAPLES

SLOPE MATTING ISOMETRIC VIEW

CHANNEL MATTING ISOMETRIC VIEW

Terminal slope

See Figure A5

A1 or A2)

(See figure anchor trench

Top of bank to bottom of channel

H=Height, top of bank staggered spacing, Stake at 24" Beginning edge, 12" OC or Figure A2

See Figure A1

6" min.

overlap overlap

6" min.

slope

Toe of matting

Slope o v e rl a p m in

1" 1/2"

12"

4'

Swale

Compacted soil

Bank with soil and compact

Fill anchor trench Compacted soil Compacted soil

14" riprap

Class 50

Compacted

6" m in m in ballast

Aggregate

H

(see Figure A3 or Figure A4)

Check slot at 25' intervals, accepted.

or photodegradable components will not be biodegradable product. Matting with plastic

8. Matting Types A through E: Furnish fully mat back under 4" and fasten.

Extend mat 24" beyond toe of slope; fold7.

at 24" OC

Stagger alternate rows of fasteners placed6.

Overlap upper mat over lower mat, and fasten.5.

Place fastener at 12" OC on matting edges4.

away from prevailing winds.

Install matting so edge overlaps are shingled3.

Install matting vertically down slope.2.

seeding is applied (where applicable).

1. Install matting on smooth soil surface after

NOTES:

accepted.

Matting with plastic or photodegradable components will not be

9. Matting Types A through E: Furnish fully biodegradable product.

and terminal slope anchor at upstream end.

Construct initial anchor trench at downstream end of matting8.

Fasten matting interior at 24" OC with staggered spacing.7.

fasten 12" OC (Fig. A2).

Anchor top edge of side channel matting in trench and6.

downstream matting. Fasten 12" OC

Lap upstream matting end 12" over beginning edge of5.

liner mat.

overlap and stapling pattern for each additional side channel channel liner matting and fasten edges 12" OC Continue

Overlap side channel liner matting edges 6" over the center4.

and at the end of each mat (Fig. A3 or A4).

Construct check slots across channel bottom at 25' spacing3.

pipe outlet.

outfalls, place mat under pipe 12" minimum upstream from

Anchor upstream end of mat with check slot for culvert

Install channel liner matting, in the direction of water flow.2.

(where applicable).

1. Install matting on smooth soil surface after seeding is applied

TM500

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

.d g n

Changed Min. widths for CH, TM, TM-40, and TS07-2020

07-01-2020N/A

DISABLED PARKING DETAIL (white)

4" white edge line

Edge of pavement

17'

1'

20'

4"

Direction of Traffic

36° 36°

3'

4'

36°

4'

LL

L

L

LL

LL

L

LLL

LL

L

TS

LL

LL

L

L

LL

4'

Direc tion o f Tra ffic

36° 3'

L

9'

3'

8" white line

1'

20'

4'

4" 8 " white line

12'12'12'

L For traversable medianL

9'

3'

L

12'

LL

1'

' 6

1'

For Centerline

DLL DLL-2

36°

36° 3'

Direction of Traffic

BYLD

L E G E N D

36°

Direction of Traffic

CH

For lane lines in drop lanes

For lane lines in acceleration/deceleration lanes

40'

40'

40'

10'

10'

40'

For lane extensions and bike lane extensions For lane extensionsFor lane extensions

TM-40

30'10'

8'

40'

20'

30'

10'

40' 40'

30'

30'

(Typ.)

Wheel Stop

YD

NPL

YBWB

TWL

WD-2

NPR

ND

Direction of Traffic

YLD

TM

4 " space

NDW

Thru Traffic Side

WD

D

YW-2W

2'

4" space

36°

36°

L

4" space

4" space

4"

4"

30'

4" YELLOW LINE

4" WHITE BROKEN LINE

4" space

LL

L

L

LL

LL L

L

LL

8'8'

6'6' 6'

2'2'

8'

1' space

8'

4" YELLOW BROKEN LINE

8" WHITE LINE4" WHITE LINE

10'

40'40'

8'

2'

1'

1'

1'

8" WHITE DOTTED LANE LINE4" WHITE DOTTED LANE LINE

Yellow Line Narrow Double

Yellow Line Narrow Double

YIELD LINE (white) for field layout angle orientation for field layout angle orientation for field layout angle orientation striping plans

Lane line dimensions are shown on the Or Thru Traffic Side

Direction Of Traffic, Increasing Stationing

1' WHITE BARS AT 20' SPACING

CHEVRON BARS

BICYCLE YIELD LINE (white)

4" YELLOW LINES

NO-PASS RIGHT

Yellow Line Narrow Double for field layout angle orientation

4" white line

R o u te

A c c e s s ib le w h ite lin e

1' WHITE BARS AT 20' SPACING

TRANSVERSE SHOULDER BARS

4" YELLOW DOTTED LINE

4" white line

1' YELLOW BARS AT 40' SPACING

TRANSVERSE MEDIAN BARS

distance between left turn refuges exceeds 200' For use at painted medians where

Increasing Stationing Increasing Stationing

Yellow Line Narrow Double

2' (Typ.)

8" WHITE DOTTED LINE 4" WHITE DOTTED LINE

1' YELLOW BARS AT 20' SPACING

TRANSVERSE MEDIAN BARS

3' 5"

4" YELLOW LINES

NO-PASS LEFT

4" YELLOW LINES

TWO-WAY LEFT TURN

TWO 4" WHITE LINES

NARROW DOUBLE NO-LANE CHANGE

TWO 4" YELLOW LINES

DOUBLE NO-PASS

TWO 4" YELLOW LINES

NARROW DOUBLE NO-PASS

(thru traffic side )

HC

4.5' min.

min.

4.5' min.

4.5' min.

4.5' 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, 2025 - November…