ATT B STANDARD DRAWINGS.pdf

Effective Date: December 1, 2022 - May 31, 2023

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-gineer.

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

SDR DATE

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

r d

.d g n

J U

L

RD300

TRENCH BACKFILL, BEDDING,

PIPE ZONE AND MULTIPLE

INSTALLATIONS

Finish grade

Trench foundation stabilization, as required

"C" Pipe bedding, see Table A

Top of subgrade

Topsoil or as directed

Surfacing-match existing material

Base material

C la s s A

E x c a v a te d n a ti v e m a te r ia l

C la s s B o r c r u s h e d r o c k

C la s s C c le a n s a d

(1 m a x

C la s s D p it o r b a r r u n m a te r ia l m a x

A s d ir e c te d

C la s s E

C L

S M

T re n c h b a c k fi ll a re a P ip e z o n e

D

S e e T a b le

A

Nom."B" "B"

Pipe diameter

24" min.

m in

D ia

Up to 48"

48" to 72"

24"

One half (12) dia. of pipe

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

1. Surfacing of paved areas shall comply with street cut Std. Dwg. RD302.

2. For pipe installation in embankment areas where the trench method will not be used and the pipe is ≥ 36" diameter, increase dimension "B" to nominal pipe diameter.

3. Pipes over 72" diameter are structures, and are not applicable to this drawing.

4. See Std. Dwg. RD336 for tracer wire details (When required).

For pipes over 72" diameter, see general note 3.

14-JUL-2014N/A

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-gineer.

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

SDR DATE

(Actual)

Trench width r d

.d

J U

L

RD302

STREET CUT

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

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

2. Concrete pavement shall be replaced with concrete to a minimum thickness of 8" or to the thickness of removed pavement, whichever is greater.

3. For joining new concrete to existing concrete, see contract plans for sepecific details.

4. Place AC mix minimum thkn. of 6" or the thkn. of the removed pavement, whichever is greater. Compact as specified.

Seal surface over joint with tack material and sand

(AC patch only)

Compacted aggregate base, CLSM or full depth asphalt concrete as specified

Compacted trench backfill as specified

Undisturbed base

(Extg.)

Extg. pvmt.

Pvmt. replacement, see general notes

6" min.

6" min.

Min. width=Roller width plus 2" m in

Tack coat cut edges (AC only)

20-JUL-2020N/A

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-gineer.

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

RD317

r d

.d

R D and RIPRAP PADS

PROTECTION

CULVERT EMBANKMENT

30-June-2022N/A SDR DATE

06-30-22 Riprap backing to riprap geotextile

Effective Date: December 1, 2022 - May 31, 2023

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:

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-gineer.

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

SDR DATE

49.5

40.5

31.5

22.5

82.5

67.5

52.5

37.5

72 90

DIMENSION IN INCHES

(Min.)

L

(Min.)

L

(Min.)

LX

CASE 1 CASE 2

1:3

X

(Min.)

L

CASE 1CASE 2CASE 2

(Min.)

L

(Min.)

L

CASE 1

X

(Min.)

L

CASE 1

(Diameter)

SIZE CASE 1 CASE 2

(Min.)

L

(Min.)

L XX

(Min.)

L

(Min.)

L

(Min.)

L

(Min.)

L

(Min.)

L

CASE 2 CASE 3 CASE 1 CASE 2 CASE 3

1:61:41:1.5 1:2 1:2.5

SLOPE

(Diameter)

SIZE

X r d

.d

J U

L

RD318

SLOPED ENDS

FOR CONCRETE PIPE

CASE 2

DOUBLE PIPE LENGTH

CASE 1

SINGLE PIPE LENGTH

CASE 3

TRIPLE PIPE LENGTH

TIE BAR DETAIL

TABLE A

TOP VIEWTOP VIEWTOP VIEW

SIDE VIEW END VIEW

(CASE 1)

SIDE VIEW END VIEW

(CASE 2 & 3)

SIDE VIEW

Section to be removed

Section to be removed

Section to be removed

Section to be removed

6" min. (12" thru 24")

9" min. (Over 24")

(Typical)

Section to be removed

See Tie Bar

Detail

Tie bar

(See detail)

Slo pe

Slo pe

L

X

X

L

X

L

Si ze

(D ia

Culvert plan and pay lengthCulvert plan and pay length4

0° nominal

Si ze

(D ia

X

X

X

LLL

Tie bar

(See detail)

Culvert plan and pay length

Section to be removed

0 when used with paved end slope.

NOTES:

1. All bolts, nuts and washers to be galvanized.

2. Tie bar to be galvanized after fabrication.

3. "C" is tongue length.

4. Install 2 tie bars at each joint (See end view, Case 2 & 3).

8" bolt, nut, 2 washers

Bolt length = shell thickness + 1"

4"x2" steel bar1

4"x2" steel bar

Slotted hole

16"x15 16"

2" rad.

(Optional)

3C (Nom.)

C

3C (Nom.)

2"

S h e ll

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

1. For dimensions indicated by letter, see Table A.

2. Open ends of pipes normally require a site specific design, and may require special treament (Slope ends, culvert embankment protection, paved end slopes, safety end sections, or other measures).

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

3. See Std. Dwg. RD317 for culvert embankment protection and riprap pads

(When reqd.).

NOTE:

Sloped ends shall be made from minimum Class III concrete pipe.

"X" Values shown are for vertical dimension at bottom of sloped end = 0.

Slop e

N/A 15-JAN-2016

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-gineer.

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

RD398

r d .d

R D

CULVERT ID MARKER

N/A 01-July-2020SDR DATE

Mile point for rivet hole locations

See dwg. no. TM570

12345

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"

1.33"

.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'

Two-lane, two-way centerlines.

For projects in place through winter months.

Freeway or multilane shifts and crossovers.

To prohibit lane changes or passing (include appropriate regulatory signs).

TYPICAL APPLICATIONS:

pvmt. markers temp. reflective 4" wide stripes

10' pvmt. markers temp. reflective 4" wide stripe

10'

10 ft. x 4 in. stripe

40'

15' 15'

40' pvmt. markers temp. reflective

(Supplemented double solid lines) (Supplemented solid line)

TYPICAL APPLICATIONS: TYPICAL APPLICATIONS:

For projects in place through winter months.

High ADT 2 lane roads (greater than 10,000).

Freeway and multilane broken lines.

For projects in place through winter months.

To discourage lane changes in multilane sections.

Alignment shifts or crossovers.

(Supplemented broken lines)

TYPICAL APPLICATIONS:

(Simulated broken lines)

30'

40'

Temp. reflective or flexible pvmt. markers

5'

5'

GENERAL NOTES FOR ALL DETAILS:

Pavement marking colors shall conform to the MUTCD.

placed in a pattern to substitute for a painted line.

Simulated lines are Reflective Pavement Markers with Reflective Pavement Markers.

Supplemented lines are painted lines enhanced required for one-way traffic or edge lines.

2. White Mono-Directional Pavement Markers are are required for Two-Way Traffic.

1. Yellow Bi-Directional Pavement Markers

When using Supplemented or Simulated lines:

spacings.

pvmt. markers on 10'

Double temp. reflective

8" wide stripe

(Supplemented solid 8" line)

Alignment splits (bifurcations)

Gore areas

TYPICAL APPLICATIONS:

2 lane, 1 way alignments on freeways or multi-lane highways.

2 lane, 2 way centerlines.

To prohibit lane changes or passing (include appropriate regulatory signs).

TYPICAL APPLICATIONS:

(Supplemented wide double solid lines)

40' pvmt. markers temp. reflective 4" wide stripes

Temp. reflective pvmt. markers

10'

TYPICAL APPLICATIONS:

Edge lines for short durations, less than 14 days.

To discourage lane changes in multilane sections.

Alignment shifts or crossovers.

N/A 01-JUL-2020

LAYOUT "A" LAYOUT "B" LAYOUT "C" LAYOUT "D"

LAYOUT "G"LAYOUT "F" CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

TEMPORARY PAVEMENT MARKINGS

TM810

T M tm .d

JU

L pavement markings cannot be placed within two weeks.

Emulsified asphalt surface treatments (chip seals) where permanent

HMAC intermediate surfaces.

During staging on finished/existing surfaces.

2" space

2" space

SDR DATELAYOUT "E"

(Simulated Solid Lines) gineer.

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-

Effective Date: December 1, 2022 – May 31, 2023