or-22401_Plans_Final.pdf

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

P

M

D e c e m b e r

U

S C c m y fi le s p w p r o d u c ti o n d o r a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 DOT 224(1) OR

DI

T

NO SCALE

- no symbol -wall face

N

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle y w

H s a m a k c al

C g r e b n eo hc

NO SCALE NO SCALE

kr o

F .N

R d k e erC eeB

R d keerC drofdeB

F N nrubkc olliH

S d

R d

R

SITE 1

MP 31.73

SITE 2

VICINITY MAPS

MP 33.0

MP 44.94

MP 45.82

LENGTH 1.27 MILES LENGTH 0.88 MILES

N

N

F

N d R r e n ni k

S

S

F N5

F N t r o s e R s a m a k c al C reviR

.0 m i to

T h r e e L y n x , O

R

A.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c .d g n

OR DOT 224(1)

F e b r u a r y

K

H A

R R I S

O N

K

S M I T

H

C h e c k e d b y

D e s ig n e d b y

NATIONAL FOREST

MT HOOD

ri o vr es e

R kr oF h tr oN s a m ak c al

C re vi

R

RV Park

Clackamas River

BEGIN SITE 1

NATIONAL FOREST

MT HOOD

END SITE 1

BEGIN SITE 2

END SITE 2

Lake

Small Fry

Park Marina

Promontory

Camp Ground

Park

Promontory

Clackamas River

N. Fork keerC xnyL eerhT

Three Lynx keerC reeD k e er

C t a

C

.d R e ni l e pi

P kee rC e lp pi r

C y w H s a m a k c al C

FN

F N k eerC el a h

W

R iv e r sa m a kc al C

Campground

Indian Henry

River Trailhead

Clackamas

Surprise Lake

5.00 m i to Estacada, O

R

.8 m i to E stacad a, O R

.0 m i to R ip p le b r o o k

O R

Gravel staging area

493+23 to 497+45

Paved staging area

444+12 to 451+52

Gravel staging area

1179+25 to 1183+20

Sheet and Description

Section C Section D Section E Section F Section G Section H

Typical Section Plan & Plan Erosion Control Safety Features Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 740 60 800

A0140 20302-1200 REMOVAL OF GUARDRAIL LNFT 5,875 25 5,900

A0160 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 400 20 420

A0180 30206-0500 ROADWAY AGGREGATE, SHOULDER

FINISHING LNFT 9,330 470 9,800

A0200 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 5,555 175 5,730

A0220 41201-0000 TACK COAT TON 23 23

A0240 41301-1000 ASPHALT PAVEMENT MILLING,

4-INCH DEPTH SQYD 19,316 584 19,900

A0260 41402-2000 CRACKS, CLEANING AND SEALING MILE 0.9 0.9

A0280 41501-0000 PAVING GEOTEXTILE SQYD 97 3 100

A0300 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 5,912 25 5,937

A0320 61702-0000 TERMINAL SECTION (ENERGY

ABSORBING) EACH 1 1

A0340 61702-0000 TERMINAL SECTION (ANCHOR) EACH 1 1

A0360 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 30 30

A0380 62201-0700 BACKHOE LOADER, 1 CUBIC YARD

MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM

CAPACITY BACKHOE BUCKET, 90

HP MINIMUM FLYWHEEL HOUR 30 30

A0400 62301-0000 GENERAL LABOR HOUR 30 30

A0420 63309-0000 DELINEATOR EACH 70 6 76

A0440 63313-0000 RUMBLE STRIP LNFT 11,318 182 11,500

A0460 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 45,272 728 46,000

A0480 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 37,988 512 38,500

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-A pr -2

:3

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 or

-2

_E ng in ee rs

Es tim at e.

xl sx

]S he et

STATE PROJECT

B.1DOT 224(1)OR

SHEET

NUMBER

Sheet and Description

Section C Section D Section E Section F Section G Section H

Typical Section Plan & Plan Erosion Control Safety Features Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0500 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 6,440 80 6,520

A0520 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 100 100

A0540 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 135 135

A0560 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 300 300

A0580 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 600 600

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

6- A pr

-2

:4

PM

c:

\m yf ile s\ pw _p ro du ct io n\ d0

Su m m ar y of

Q ua nt iti es

TW

xl sx

]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2DOT 224(1)OR

SHEET

NUMBER

Variable

Existing Slope Variable

Existing Slope

Match existing Match existing concrete pavement

2" asphalt

TYPICAL SECTION

width varies

M a in li n e s h o u ld a r

Variable

Existing Slope Variable

Existing Slope

Match existing Match existing

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r c a .d g n

A p r il

STATE PROJECT

NUMBER

SHEET

C.1 OR DOT 224(1)

C h e c k e d b y

D e s ig n e d b y

K

S M I T

H K

H A

R R I S

O N

493+23 to 497+45 RT

NOTE:

Existing pavement

Construction Limits

LC

Traveled Way

12'

Traveled Way

12'

434+09 to 500+62

1137+08 to 1183+73

NO SCALE

Tack coat (on existing pavement)

FOOTNOTE:

4-INCH MILL AND ASPHALT OVERLAY

SITE 1

2-INCH ASPHALT OVERLAY

SITE 2

Turnout

TURNOUT SECTION

2'' compacted depth

Roadway aggregate, method 1

See safety edge detail (this sheet)

SAFETY EDGE DETAIL

2'' asphalt overlay

Existing asphalt

Shoulder finishing in accordance with

Section 302

Existing superelevated and widened sections are not shown.1.

10-28" Existing base course

6" Existing pavement

See F Sheets for guardrail details

LC4' Shldr

Traveled Way

12'

Traveled Way

12'

Mill existing pavement 4" Tack coat (on existing pavement and between lifts)

[1]

4" Asphalt concrete pavement placed in two equal lifts

Limits of Milling and Paving

5' Shldr

1'

1'

Mill existing pavement 1' outside of traveled way[1]

1179+25 to 1183+20 LT

CONNECTION DETAILS

TRANSITION AND

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r c b .d g n

OR DOT 224(1)

A p r il

C h e c k e d b y

D e s ig n e d b y

Existing pavement not acceptable

Mill edge Sawcut and seal as shown Nominal depth

EDGE DETAIL

NO SCALE

Asphalt concrete pavement, type 1

2-inch compacted depth 200' Taper

Transitional milling

2-INCH ASPHALT OVERLAY SECTION

PAVEMENT TRANSITION

See Edge Detail (this sheet) pavement

Existing

See edge detail

4-INCH MILL AND ASPHALT OVERLAY

PAVEMENT CONNECTION

Asphalt pavement milling

4-inch compacted depth

Asphalt concrete pavement, type 1

4-inch depth

Seal crack with hot applied crack sealant

CRACK SEALING

SHOULDER STABILIZATION

CRACK SEALING AND

Edge of traveled way

4.

3.

2.

1.

See SCR 714.01(b) for paving geotextile crack width.

See Subsection 414.06 for minimum to ensure adhesion to existing surface.

Force crack repair material into cracks recommendations for sealing cracks.

Section 414. Follow manufacturer's

Prepare cracks for sealing according to

C.3

STATE PROJECT

NUMBER

SHEET

D e fa u lt m y fi le s p w p r o d u c ti o n d o r c c .d g n

OR DOT 224(1)

A p r il

C h e c k e d b y

D e s ig n e d b y

6'' min.6'' min.

NOTES:

flush with the existing surface

Ensure all remaining overband is

NO SCALE

See Note 3

Less than 1" with existing surface

Strike off material flush

FOOTNOTE:

468+32 to 469+47 RT side only

459+36 to 459+96 RT side only

SHOULDER STABILIZATION

Compacted depth placed in two lifts

Asphalt concrete pavement 4-inch

Existing pavement

5'

Paving geotextile

6'' min in all directions or to the edge of pavement construction.

and should be field verified by the CO before

Shoulder stabilization locations are approximate way to edge of pavement.

Paving geotextile measures from traveled

1.

N

LC Clackamas Highway

Begin asphalt concrete pavement, type 1

Begin asphalt pavement milling, 4-inch depth

434+09

NO SCALE

SITE 1 - MP 31.73 TO MP 32.45

PLAN AND PLAN

2.

Boat Ramp

24" CMP - DO NOT DISTURB

440+43

24" CMP - DO NOT DISTURB

438+32

24" CMP - DO NOT DISTURB

443+60

24" CMP - DO NOT DISTURB

447+29

24" CMP - DO NOT DISTURB

466+83

For details see F Sheets

Install terminal section (energy absorbing)

433+46 to 433+96 RT

Remove existing guardrail

433+56 to 493+23 RT

Type 2, class A, wood posts, for details see F Sheets

Install guardrail system MGS, 433+96 to 493+08

Remove existing guardrail

433+56 to 493+23 RT

Type 2, class A, wood posts, for details see F Sheets

Install guardrail system MGS, 433+96 to 493+08

D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r fa .d g n

OR OR DOT 224(1)

A p r il

K

H A

R R I S

O

C h e c k e d b y

D e s ig n e d b y K

S M I T

H

BEGIN PROJECT

NOTE:

Clackamas River

Clackamas River

32.00

M.P.

Adjust as necessary to fit field conditions.

and proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing

LC Clackamas Highway ty p ty p

E=560212

N=5007015

24" CMP - DO NOT DISTURB

450+46

24" CMP - DO NOT DISTURB

454+68

30" CMP - DO NOT DISTURB

457+32

24" CMP - DO NOT DISTURB

464+72

T y p

T y p

Stationing is in reference to ODOT road log and is approximate.

433+46

HIGHWAY 224 MP 31.73

OR DOT 224(1)

UTILITY CONTACT

Michael.Ansbergs@pgn.com

503-736-5715

Portland General Electric

Michael Ansbergs, Manager, T & D Project Engineering

ELECTRIC

DoddT@cuaccess.net

503-630-8923 dba Reliance Connects

Cascade Utilities, Inc.

Tim Dodd, OSP Engineering Manager

TELEPHONE

Paved turnout - DO NOT DISTURB

444+12 to 451+52

NO SCALE

D.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r fb .d g n

OR OR DOT 224(1)

p r il

K

H A

R R I S

O N

K

S M I T

H

C h e c k e d b y

D e s ig n e d b y

SITE 1 - MP 32.45 TO MP 33.00

PLAN AND PLAN

Clackamas River

SUSPEND PROJECT

NOTE:

Adjust as necessary to fit field conditions.

and proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing 1.

33.00

M.P.

Clackamas River ty p ty p

Clackamas HighwayLC

(t y p .)1

(t yp .)12

E=560955

N=5005425 gravel pullout

Roadway aggregate, method 1, 493+23 to 497+45

2.Stationing in reference to ODOT road log and is approximate.

24" CMP - DO NOT DISTURB

473+69

18" TMR - DO NOT DISTURB

476+86

30" CMP - DO NOT DISTURB

477+39

24" CMP - DO NOT DISTURB

483+20

24" CMP - DO NOT DISTURB

485+32

24" CMP - DO NOT DISTURB

489+00

24" CMP - DO NOT DISTURB

493+76

24" CMP - DO NOT DISTURB

497+45

Remove existing guardrail

433+56 to 493+23 RT

For details see F Sheets

Type 2, class A, wood posts

Install guardrail system MGS, 433+96 to 493+08 RT

For details see F Sheets

Install terminal section (anchor)

493+08 to 493+21

For details see F Sheets type 2, class A, wood posts

Install guardrail system MGS, 433+96 to 493+08 RT

Remove existing guardrail

433+56 to 493+23 RT

End asphalt concrete pavement, type 1

End asphalt pavement milling, 4-inch depth

500+62

500+62

HIGHWAY 224 MP 33.00

OR DOT 224(1)

SITE 2 - MP 44.94 TO MP 45.39

PLAN AND PLAN

2.

1.

D.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r fc .d g n

OR DOT 224(1)

p r il

C h e c k e d b y

D e s ig n e d b y

Clackamas Highway ty p ty p

RESUME PROJECT

E=572517

N=4997285

Clackamas HighwayLC ty p ty p

LC

Adjust as necessary to fit field conditions.

and proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing

NOTE:

45.00

M.P.

Stationing is in reference to ODOT road log and is approximate.

1137+08

HIGHWAY 224 MP 44.94

OR DOT 224(1)

Cl ac ka m as R ive r

C la c k a m a s R iv e r

2-inch depth, type 1

Begin asphalt concrete pavement, 1137+08

N D

S T

O N

E R

D

E=572721

N=4996295

N N

SITE 2 - MP 45.39 TO MP 45.82

PLAN AND PLAN

D.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r fd .d g n

OR OR DOT 224(1)

p r il

K

H A

R R I S

O N

K

S M I T

H

C h e c k e d b y

D e s ig n e d b y

2.

1.

Method 1, gravel pullout

Roadway aggregate, 1179+25 to 1183+20

Clackamas Highway

(t y p .)1

(t y p .)1 ty p ty p

Clackamas Highway

End asphalt concrete pavement, type 1

1183+73

See connection to approach road detail

END PROJECT

Clackam as River

LC

LC

Clackamas River

Existing pavement, approach road

Saw cut vertical

E d g e o f

H W

Y

CONNECTION TO APPROACH ROAD

50' Taper

Transitional Milling

Adjust as necessary to fit field conditions.

and proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing

NOTE:

Stationing is in reference to ODOT road log and is approximate.

1183+73

HIGHWAY 224 MP 45.82

OR DOT 224(1)

QUANTITIES

EROSION CONTROL

E.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r d a .d g n

OR DOT 224(1)

p r il

C h e c k e d b y

D e s ig n e d b

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOT 224(1)OR

U S

C c m y fi le s p w p r o d u c ti o n d m s

W .d g n

J u ly

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

SAFETY FEATURES

F.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r fa .d g n

OR DOT 224(1)

A p r il

C h e c k e d b y

D e s ig n e d b

MEDIAN BARRIER PARTS

GUARDRAIL AND METAL

METAL MEDIAN BARRIER

TYPE 1, 2A, 3 OR

METAL MEDIAN BARRIER

TYPE 2A, 3 OR

WOOD POSTS

" dia. hole 4

" dia. hole 4

(typ.)

Bolt, washer & nut

" dia. holes 4

Post

B lo c k

GUARDRAIL POST TABLE

TYPE

GUARDRAIL

WOOD

POST SIZE

STEEL WOOD

POST LENGTH

STEEL*

a

" 2 may be used. See ODOT's QPL.

5. Wood blocks shown. Blocks of an approved alternate material be on left, right, or both sides of web.

4. Steel posts are shifted to accomodate bolt holes. Holes may

3. Post and block dimensions are nominal.

installation.

2. Posts and blocks to be pre-drilled for the intended guardrail not shown.

1. See appropriate guardrail standard drawing(s) for details

Metal median barrier

2A

F.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r fb .d g n

OR DOT 224(1)

M a r c h

C h e c k e d b y

D e s ig n e d b y

8" x 8"

8" x 8"

6" x 8" or 8" x 8"

6" x 8" or 8" x 8"

W6 x 9 or W6 x 8.5

W6 x 9 or W6 x 8.5

W6 x 9 or W6 x 8.5

6' 6"

6'-0"

6'-0"

6'-0"

6'-6"

6'-6"

6'-6" or 6'-0" through top of block nail ea. side galvanized flat head

Toenail with 1 - 16d

8"

8"

(See Note 5) to match post

8"x 8" or 6"x 8"

Wood block

(Pre-drilled)

" dia. holes4

Alternate

Effective Date: December 1, 2017, May 31,2018 - RD405

Effective Date: June 1, 2018, November 30,2018 - RD415

H HH

f

MEDIAN BARRIER PARTS

GUARDRAIL AND METAL

(INCHES)

L

11 (min.)8

(min.)4

4 (min.)

4 (min.)

4 (min.)

(INCHES)

THREAD LENGTH

nominal (before galvanized)

Base metal thickness 0.135"

OR DOT 224(1) F.3

STATE PROJECT

NUMBER

SHEET

p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d o r fc .d g n

C h e c k e d b y

D e s ig n e d b y

"4

"32

"16

"4

"16 ty p

55° (typ.)

55° (typ.)

Tol. ( -0, +

Splice bolt slots

(8 reqd. each end)

"4

"4

2"

2'-6"

2"

4"

4"

3"

"4

"4

1" dia. holes hole dia.

" 4 element of BeamLC

Post bolt slots

Spacing as required

ELEVATION OF RAIL ELEMENT

galvanized)

0.105" nom. (Before

Base metal thickness.

3" ±

Neutral axis

25.5°

TERMINAL CONNECTOR

RAIL ELEMENT

SECTION THRU

"2 12 "8

SLOT

POST BOLT

SLOT

SPLICE BOLT

"2

Base metal thickness

0.105" nom. (Before galvanized) a p p r o x

C

C

"2

"4

Splice bolt slots

(4 required)

3" min.

24" ± 1"

" R

" R64

(typ " R

(typ.)

" R 8

TYPE B END PIECE

GENERAL NOTES FOR ALL DETAILS:

NOTE:

2.

1.

SECTION C-C

be 12'-6".

Effective length of rail sections shall

Identification Plate", (see detail right).

industry standard. Install "Radius use rail elements pre-curved to

150' or less (5' min. radius)

For guardrail installed on radii of

5.

4.

3.

2.

1.

4"

2"

"8

" Steel plate4

"16

"2

(min.)

plate Steel

3"

1" " hole Slotted

"32

"16

L

45° (typ.)

"16

"4 11 "16

ALTERNATIVE NO. 2

ALTERNATIVE NO. 1

SPLICE BOLT AND NUT

POST OR

"4

1"

10"

5"

"8 m in

1 g r o u t p a d

Height as required to be vertical.

W6 x 9 Steel post etc.

of box culvert, Concrete top

(4 required) and washer

Leveling nut

BASE PLATE DETAILS

post installation)

(Use when depth of cover is less than normal for

(For additional details, see Standard Drg. BR266) bonded anchor

" Bolt or resin4

(place as shown)

Slotted holes

"5 14- 1" x 1

Base plate

"8 510" x 6" x

7"

"4

" (min.)4 31 " (min.)4

Splice bolt slot plate

" Steel4

Rail element

Post

Plate (See detail)

Radius Identification

PLATE

IDENTIFICATION

RADIUS

(See detail) connector

Terminal as required

Trim post

R11"

18" "4

ALTERNATE 1

ALTERNATE 2

slot in rail member

Splice bolt

ELEVATION

element

Rail

R plate

" Steel16

PLATE MOUNTING DETAIL

IDENTIFICATION

RADIUS

TYPE C END PIECE

(For details not shown, See Type B End Piece)

(See General Note 5)(See General Note 4)

Slots as required

SNOW LOAD

(optional)

PLAIN RECTANGULAR

as directed by the Engineer

In area of heavy snow, Use on back of post on Type C End Piece

Use on rail element face

NOTE:

"8

W6 x 9 Steel post

"8

Use rectangular washer under bolt head and nut on Type C End Piece as shown.

Not required if "Snow Load" washer option is used.

of core and install using approved resin bonding system.

6" (min.) penetration into concrete slabs other than bridge decks. Cast-in-place

Furnished & installed by structure contractor when shown on structure plans.

LC

slot bolt

Splice

Post bolt slots

"2 1" x 24 a p p r o x

" R8

S y m m e tr ic a l a b o u t

" Ø hole16

"4

" Ø hole4

Base plate

"8 510" x 6" x

(Traffic side)

RAIL MEMBERS

lowest splice bolt nearest the P.C. of guardrail radius.

The guardrail "Radius Identification Plate" is to be mounted on the back of the rail element with the

" (max.) width. Plate shall be galvanized after placement of digits.4 3" (min.) height and 2

1be 1 bead replacing the letters "HHH", shown on the "Radius Indentification Plate" detail. Digits shall

Radius dimensions, in feet to the nearest 0.5 foot, shall be placed on the plate with a raised weld

All indicated welds shall attain the full strength of the section welded.

as called for on plans.

For details of guardrail connections to structural handrails, see special details or standard drawings

See appropriate guardrail Standard Drawing(s) for details not shown.

APPURTENANCES

WASHERS

both sides recess one or

" deep16 11" X heavy hex bolt

" - 11 mod.8

" slots (typ.)8 1" x 132 use with alternate Type C end piece.

25.5" Bend and hole required only for

OR DOT 224(1) F.4

STATE PROJECT

NUMBER

SHEET

p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d o r fc c .d g n

C h e c k e d b y

D e s ig n e d b y

TRAFFIC DELINEATORS

REFLECTOR PATTERN TABLE

HORIZONTAL CURVES

Type

Color

And Target Or Post

Color Of Reflector

Reflectors

Number Of

On Backside

And Target Or Post

Color Of Reflector

On Backside

Reflectors

Number Of

Pattern

Standard

"W-2B"

"W-1B"

"R-1"

"B-3"

"B-2"

"B-1"

"Y-2"

"Y-1"

"W-2"

"W-1"

White

White

Red

Blue

Blue

Blue

Yellow

Yellow

White

White

White

White

NOT

APP

LI

CABLE

NOT

APP

LI

CABLE

Pattern

Backside

54 & Higher

35 - 53

23 - 34

17 - 22

12 - 16

9 - 11

7 - 8

Lower Than 1

IN ADVANCE OF & BEYOND CURVE

CURVE

ON

CURVE

OF

DEGREE

IN FEET

OF ROADWAY

EACH SIDE

SPACING

MAXIMUM MAXIMUM SPACING EACH SIDE OF ROADWAY IN FEET

SPACE

FIRST

SPACE

SECOND

SPACE

THIRD

TANGENT

Effective Date: June 1, 2018, November 30,2018 - TM570

GENERAL NOTES:

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Place required number in sequence from top of target.

and 4 posts and Type 5 barrier mounts.

Acrylic prismatic reflectors acceptable on Type 1, 1 U, 2 unless otherwise shown.)

" x 4" reflective sheeting is an acceptable alternate 2 1 ( 3

3" x 4" reflective sheeting unless otherwise shown.

REFLECTORS:

target.

For "B-3" reflector pattern, top target shall overlap bottom

" dia. aluminum blind rivets and washers.16 3 with

Aluminum sheet, nominal thickness .050". Fasten to post

TARGET:

and details.

See Standard Drawing TM571 for steel post dimensions

Type 1 U, 1.12 lb/ft.

Galv. steel, nominal weight Type 1, 2 lb/ft, POST:

channelized intersections, lane reductions, emergency escape ramps and freeway crossovers.)

for spacing, layout, and reflective pattern of delineators at interchange ramps, ( Install "W-1" reflective pattern unless otherwise noted. See Standard Drawings TM575 thru TM577

(Min. spacing 20 feet)

Drg. No. TM571, TM575, TM576, and/or TM577 as specified.

To be accompanied by

Pattern.

Refer to TM 222 for bracket assembly details for Backside Reflector and ramps, or on radius sections.

Backside Delineators on one-way sections of roadway, freeways and "W-2B" respectively, on Type 1 steel posts. Do not install

Delineators are specified, substitute "W-1" and "W-2" with "W-1B" where use of snow poles is not justified. When Backside

Backside Delineators may be used in frequently snow plowed areas operations.

Offset delineators an additional 4' in areas of heavy snow removal traffic.

Install all delineators with reflectors facing adjacent oncoming for Type 4 Delineators.

the rail and shall be located adjacent to guard rail posts as shown

At guard rail locations the delineators are to be installed behind

On horizontal curves place delineators nearly opposite each other.

tend to hamper maintenance operations.

standards where ditches are narrow and where delineators in cut section, particularly on roads constructed to older

Judgement should be exercised in the installation of delineators must be exceeded.

(b) eliminate said post if limit of variation of spacing shown, or;

(a) vary placement of that post up to 25% at ramps and at intersections, either:

To clear driveways, crossroads etc., or for required adjustments etc. exist.

be used except where situations such as sharp horizontal curves, On roads with less than 500 vehicle ADT, delineators are not to

Spacing shall be measured along the shoulder.

2"

4"

4"

1"

2"

4"

4"

1" line

Ground line

Ground detail See installation detail See installation

3"- 4" diameter3"- 4" wide sheeting

Reflective cylindrical post wrapping around sheeting bands

4" Wide reflective

"16 13 "16

12TARGET

TYPE - 2 TYPE - 3

TYPE - 1 TYPE - 1U

FLEXIBLE PLASTIC POSTS

4"

1"

4"

2"

"4

(8 required)

" Ø Holes4

"2

"2

"16

"4

"4

"4

"4

"4 pattern, install 2nd target For "B-3" reflector

STEEL POSTS

INSTALLATION DETAIL

Ground line roadway section dependent on

Variation and anchorage system upon make of post used posts, variable dependent

Metal posts, 2' plastic

8' (max.)

2' (norm.)

as directed o r f a c e o f c u r b

E d g e o f s h ld r

T y p e

U m in T y p e V a r ia b le

TYPE - 5

CONCRETE BARRIER AREAS

unless otherwise noted in plans)

(Install barrier markers at 50' spacing

Concrete barrier color of the adjacent edge line) reflective material shall be the

(color of barrier marker and

Retroreflective Barrier marker

TYPE - 4

GUARDRAIL AREAS (WITH WOOD POSTS)

ALTERNATE 2ALTERNATE 1

as shown for the Type 2 post

Install reflective sheeting as shown for the Type 1 post

Install reflective sheeting plastic post

Flexible

Wood post

Ground line Ground line

Wood post steel post detail)

(see

U-Flange post

NOTE "A":

deform circular section when tightening lag screws).

the diameter of the circular section. Do not compress or delineators. Lag screws shall be at least 2" longer than

(Use 2 lag screws, centered, for circular sectin plastic

" X 2") lag screws 4 1" Ø Holes & fasten with 4 (8

See NOTE "A"

DELINEATOR SPACING TABLE FOR TYPES 1, 1U, 2 AND 4

ASSEMBLY DETAILS

INITIAL INSTALLATION

TYPES 2A & 3

FITTINGS

FUTURE ADJUSTMENT OR FUTURE ADJUSTMENT

INITIAL INSTALLATION

ALTERNATE

(For Type 3 use double thickness (2) rail elements) removal only.

3. All post bolt threads to be set after assembly for wrench modified bolt detail, Std. Drg. RD415.

2. When steel posts are used see ''APPURTENANCES'' for

".2 1" to 4

1 the tightened nuts within limits of

1. When required by the plans, post bolts to extend beyond to top of post

2" top of block

(Pre-drilled)

" holes4 3Alt.

to top of post

2" top of block

(See Note 2)

F.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r fd .d g n

OR DOT 224(1)

p r il

C h e c k e d b y

D e s ig n e d b y

6' post

31'' GUARDRAIL DETAIL

NOTE:

RELATION OF PARTS

Ad ja ce nt tr af fic fl ow

M id-span

Rail element

(W beam shown, Thrie beam similar)

Rail splice at mid-span

Toenail with

1-16d galvanized nail each side through top of block

Block (Used on

Types 2A, 3 & 4)

Post

(Steel or wood)

Post3

Block

Post3

Edge of block or post

Back of post

Washer

Post bolt & nut

(At each post) Rail members 2

(where reqd.)(typ.)

Drainage curb, NO SCALE

Splice bolt & nut

(8 per splice)

(4 per end splice) of rail to top of rail (typ. all types). 1'' +/- tolerance.

3. Rail height measured from final paved surface at face

2. Lap guardrail in direction of adjacent traffic.

not shown.

1. See appropriate guardrail standard drawing(s) for details steeper than fill slope Variable slope but not fill slope

Variable

1:10 or flatter slope groundline at face of rail

Edge of pavement or terminal sections approach and departure

Widening required for

Subgrade shoulder.

Hinge point

8'' block

'' 2'

6' POST, 8'' BLOCK

TYPICAL GUARDRAIL CROSS SECTION

shown on Typical Section Aggregate base or as

GUARDRAIL TERMINALS

GRADING FOR

TEST LEVEL

1 ( ≤ 30 mph)

2 (≤ 45 mph)

3 ( > 45 mph)

X (ft) W (ft)

10 1

22 1

1 or 235

NOTE:

1. E=2', where shown on plans.

PERFERRED GRADING

ALTERNATIVE GRADING

F.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r fe .d g n

OR DOT 224(1)

p r il

C h e c k e d b y

D e s ig n e d b y

NO SCALE

Effective Date: June 1, 2018, November 30, 2018 - RD419

See project plans for details not shown.

See appropriate guardrail standard drawings(s) for details not shown.

Grading for test level 3 terminal shown. See table for test levels 1 and 2.

3.

2.

1.

GENERAL NOTES FOR ALL DETAILS:

m in

E

W

E

Normal edge of paved shoulder repat 1:

01 gnida rg dened iw fo egd

E gnidarg denediw fo egdE gnidarg denediw fo egdE m in

Guardrail Terminal length varies

17'

Widened grading (length varies)

X n e e d p o in t

L e n g th o f w id e n in g

B e g in g r a d e

10'

Adjacent traffic flow

Adjacent traffic flow repat 1:

01 gnida rg dened iw fo egd

E gnidarg denediw fo egdE gnidarg denediw fo egdE n e e d p o in t

L e n g th o f w id e n in g

B e g in g r a d e

Guardrail Terminal length varies

23'

Widened grading (length varies)

X

7'

E m in

E

W

(see project plans)

Depth varies

(Slope varies, 2% normal)

Finish grade

E d g e o f s u b g r a d e

(see project plans)

Shoulder width varies o f s h ld r

N o r m a l e d g e

F a c e o f r a il

(Slope varies, 2% normal)

Finish grade

(see project plans)

Shoulder width varies Face of rail

E d g e o f s u b g r a d e

1:3 max. (See Note 4) plans)

(see project

1:3 max. (See Note 4)

(see project plans)

Depth varies

(See Note 9)

(see tables)

*** See Note 3

TEST LEVEL X (ft) W (ft) grading

Edge of widened

1 to 23 (> 45 mph)

1 (≤ 30 mph)

2 (≤ 45 mph)

"2 125'-9 1 ***

"2 138'-3

"2 150'-9

1 ***

A B

B

A

2.

1.

plans)

(see project

F.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r ff .d g n

OR DOT 224(1)

p r il

C h e c k e d b y

D e s ig n e d b y

(ENERGY ABSORBING)

TERMINAL SECTION

NO SCALE

NOTE:

SECTION A-A

SECTION B-B

face of posts shldr. to match

Edge of paved

(where reqd.)

Drainage curb

VariesE

(where reqd.)

Drainage curb face of posts shldr. to match

Edge of paved

Cross slope

WE

NOTE:

(min.)

2'

Variesguardrail teminals

See grading for

Cross slope paved shldr.

Edge of to match face of posts

Edge of paved shldr.

W

E

Normal edge of paved shldr.

(Shown)

ELEVATION

MSKT END TERMINAL

Terminal pay limit n e e d p o in t

L e n g th o f

50'

(See project plans)

Guardrail type & length

Guardrail pay limit

Ground strut on finish grade

ELEVATION

SOFTSTOP END TERMINAL

Ground strut on finish grade n e e d p o in t

L e n g th o f

(See project plans)

Guardrail type & length

Guardrail pay limit Terminal pay limit

X (TL-3)

X (TL-2)

X (TL-1)

to normal edge of paved shldr.

Extend 10:1 taper

See Note 3

See Note 9

4" (max.)

4" (max.)

Finish grade grade

Finishas shown.

face of posts at terminal ends only, of guardrail. Modify alignment to match

Drainage curb alignment same as face

E=2', where shown on plans.

shop drawings to Engineer.

manufacturer's recommendations (post count varies). Provide

Provide terminal from ODOT's QPL. Install according to

1:4 slope or flatter preferable, 1:3 (max.)

ensuring that the end piece is entirely off normal shldr.

Non-flared terminal shall be installed with a (min.) 1-foot offset is required.

widened shldr. to the face of posts on both ends of guardrail runs shall be provided with a terminal flared or non-flared. Paving of

On two way two lane highways, both ends of guardrail runs shown.

See appropriate guardrail standard drawing(s) for details not

5.

4.

3.

2.

1.

See project plans for details not shown.

If required, maximum grade break at normal edge of shoulder 8%.

If required, maximum shoulder slope 10% for guardrail widening.

Cross slope to match adjacent roadway cross slope (preferred).

See Std. Drg. RD701 for drainage curbs, where required.

exclusive of end piece.

"W" distance is measured to face of guardrail at end post, 4-feet or less.

Install fixed object marker on head of every terminal with "W"

10.

9.

8.

7.

6.

PLAN

MSKT END TERMINAL

Effective Date: June 1, 2017, November 30, 2017 - RD420 thickness

( Where shown on plans )

(For details not shown, see Type 1 Anchor)

Effective Date: June 1, 2017, November 30, 2017 - RD450

(ANCHOR)

TERMINAL SECTION

F.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r fg .d g n

OR DOT 224(1)

A p r il

C h e c k e d b y

D e s ig n e d b y

ELEVATION

PLAN

TYPE 1

6'-3" of run (see plans)

Beginning or end

Type C end piece of bolt on end post only to be used under head

Rectangular washer

Detail ''A''

Steel tubeSoil plate

Detail "B" Detail "B"Soil plate

" dia. hole8 trim to fit steel tube if reqd.

Wood breakaway posts, 6" x 8" S4S

Cable assemblyBracket

Block

Rail element Soil plate

ANCHORS (Steel ) ( Where shown on plans )

ELEVATION

TYPE 1 MODIFIED

PLAN

Soil plate

Cable assembly

Bracket

Block

Rail element

6'-3"

Detail "A"

Detail "B"

Soil plate Steel tube

TOP VIEW

grade

Finish

8"

1" 6"

8"

CABLE ASSEMBLY

6'-6" entire length Threaded

"16 112 "4

"8 3 "8 and studs (Same both ends)

Standard swaged fittings

NOTE:

DETAIL ''A'' DETAIL ''B'' SOIL PLATE

BEARING PLATEEND VIEW END VIEW BACK VIEW

FRONT VIEW SIDE VIEW

BRACKET

Alternate No. 2Alternate No. 1

" Steel plate4

24"

6" 9"9'

"16

"8

"5

4"

8" unless otherwise noted.

" thick steel,4 1All plate for bracket to be

NOTE:

slots (Optional) 8 reqd.

x 1"16 11 Holes or 16

16"

2" 4" 4" 4' 2"

" Plate2 nut (Type 1) 1" Hex.

rail member

Corrugated weld full penetration

Bend to fit or

"2

"4

"2

1"

1" "8

"8

Ground line

6"

" Tube thkn.16

Steel tube post(s) breakaway

Bottom of wood

Soil plate

Steel tube head nail each corner galvanized flat

Toenail with 1 - 16dT

Bearing plate

Steel tube

Finish grade

STEEL TUBE

SIDE VIEW

1" Ø 7" Stud to be swage connected

" Ø (6 x 19) Cable4

"Ø bolts (3)8

" Ø Hole16

Bolts (2)

" Ø8

Bolt

" Ø8 on rail side (8 reqd.)

nut with washer machine bolt and

" hex headed8

" plate8 5welded to

Plate tack

" x 1" x 8"16

" O.D.)8 3only (2 pipe, end post

2" Std. steel tube and post

Hole through

" Ø4

Washer

"8 12" x

3. See Std. Drg. RD451 for wood breakaway posts.

not shown.

2. See appropriate guardrail standard drawing(s) for details as required to be done 30 days following initial installation.

(b.) Final tension check and tightening of cable assembly initial installation.

1. (a.) Cable assembly to be tightened to a taut condition on

" Ø hole8 1with 1

" Plate8 58" x 8" x

" Ø bolts (3)8

" Ø bolts (3)8

" bolts8

Holes for

" Ø4

" Ø Holes4

" Ø16 hole (Type 1)

" Ø16

ELEVATION

ANCHOR (Steel)

31" GUARDRAIL

"2 13'- 1 "2

13'- 1 6'-3"

" Tube16 on plans)

(Where shown

Type B end piece if required trim to fit steel tube, Wood breakaway post, 6" x 8" S4S

DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

POST EMBEDMENT DIMENSIONS

NO SCALE

IN ROCK

GUARDRAIL INSTALLATION

24'' TO 42''

30'' TO 42''

42'' >30'' 42'' - A

12''

24''

>18'' TO 30''

0 TO 18''

F.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d fh .d g n

OR DOT 224(1)

A p r il

C h e c k e d b y

D e s ig n e d b y

Overlying material Overlying material backfill

Crushed coarse aggregate backfill

Crushed coarse aggregate

PLAN VIEW

ELEVATION

Case 1: Overlying material

ELEVATION

Case 2: Overlying material

PLAN VIEW

Rock material aggregate backfill

Crushed coarse

Rock material aggregate backfill

Crushed coarse

Finished grade

B A

E m b e d m e n t

D e p th

Finished grade

B A

E m b e d m e n t

D e p th

Wood Post Wood Post the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post underdrain pipe with geotextile" in Section 703.

Crushed coarse aggregate backfill conforms to "granular backfill for oblong hole configuration for Case 1 conditions.

Unless otherwise specified use either the circular or the

4.

3.

2.

1.

NOTE:

between drilled holes

Excavate area

TRAFFIC CONTROL

TEMPORARY

G.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r n a .d g n

OR DOT 224(1)

a r c h

C h e c k e d b y

D e s ig n e d b

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

Expressway / Freeway

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOT 224(1)OR

U S

C c m y fi le s p w p r o d u c ti o n d o r g b .d g n

O c to b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

Maintain two-way traffic during all non-work hours except as approved by the CO.

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

State standards may be used as an alternative if approved by the CO.

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

635-3

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

STATE PROJECT

NUMBER

SHEET

G.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOT 224(1)OR

U S

C c m y fi le s p w p r o d u c ti o n d m s S td

.d g n

S e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

On curves with radius less than 500', reduce cycle length to 20'.

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

500'

500'

500'

500'

500' cycle length

40'

500' cycle length

40' cycle length

40'

NOTE:

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12

Use permanent markings plan to determine no passing zones for each direction of travel.

W14-3

(optional)

W14-3

(optional)

W14-3

(optional) See Note 2

See Note 2

See Note 2

R4-1

R4-1

R4-1R4-2

See Note 6

R4-2

See Note 6

R4-2

See Note 6

1.

2.

3.

4.

5.

6. Use the "PASS WITH CARE" (R4-2) sign at the downstream end of a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been installed at the upstream end of the zone.

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

DETAIL B

No Passing zone one direction

Two-way traffic

DETAIL C

No Passing zone both directions

Two-way traffic

DETAIL A

Passing zone both directions

Two-way traffic

The pavement on two- or three-lane roads may remain unmarked up to 14 days when providing signs according to this standard.

Optionally use the vehicle positioning guides to provide additional delineation.

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

STATE PROJECT

NUMBER

SHEET

G.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOT 224(1)OR

B o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

NOTE:

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

50' - 100' 50' - 100' (optional)

See Note 6

10' min.

limit or 85 percentile speed prior

Shoulder taper formula:

Where:

L =

L =

Minimum length of taper

* Approach speed based on the regulatory posted speed, not the advisory speed.

**Lengthen taper as needed to provide minimum of three channelizing devices in taper at required spacing.

L =

W =

S =

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

WS

WS²

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

MINIMUM TAPER LENGTH**

BUFFER SPACE

LENGTH

Expressway / Freeway

SHOULDER

WORK

xx

MPH

635-10

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

for S ≤ 40 MPH for S ≥ 45 MPH

Width of offset in feet

Numerical value of posted speed to work in miles per hour

FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

SHOULDER CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

G.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOT 224(1)OR

U S

C c m y fi le s p w p r o d u c ti o n d o r n e .d g n e c e m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

NOTE:

See Note 2

10' min.

W21-5W20-1

See Note 3

G20-2

See Note 3

W20-1

See Note 3

G20-2

See Note 3

(See Length and

Spacing Table)

(optional) TERMINATION AREA

W13-1P

(optional)

1.

2.

3.

4.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For project specific minimum width, refer to Special

Contract Requirements, Section 156.

If shoulder closure is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END

ROAD WORK" (G20-2) signs.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

Channelizing devices

W

A Device spacing

AVARIABLE WORK SPACEBUFFER SPACETAPER AREAAB

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

NO SCALE

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

G.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DOT 224(1)OR

U S

C c m y fi le s p w p r o d u c ti o n d o r n f.

d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 200' m in m in

6' - 12'

" dia. bolts 4 1Attach sign panels with a minimum of 2 - 1.

2.

3.

4.

5.

6.

7. State standards may be used as an alternative if approved by the CO.

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

TRAFFIC CONTROL

PERMANENT

H.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r p a .d g n

OR DOT 224(1)

p r il

C h e c k e d b y

D e s ig n e d b

E=560236

N=5007004

434+09

HIGHWAY 224 MP 31.74

BEGIN PAVEMENT MARKINGS

N

NOTE:

1.

N

Adjust as necessary to fit field conditions.

and proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing

NO SCALE

H.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r p b .d g n

OR OR DOT 224(1)

p r il

K

H A

R R I S

O N

K

S M I T

H

C h e c k e d b y

D e s ig n e d b y

2.

Boat Ramp

SITE 1 - MP 31.74 TO MP 32.45

PAVEMENT MARKINGS

4'' width (typ.)

Broken yellow and solid yellow, Pavement Markings, type B, Station 434+09 to 439+37

Solid white, 4" width (typ.)

Pavement Markings, type B, Station 434+09 to 500+62

Double solid yellow, 4'' width (typ.)

Pavement Markings, type B, Station 448+87 to 462+08

Solid white, 4" width (typ.)

Pavement Markings, type B, Station 434+09 to 500+62

Broken yellow and solid yellow, 4'' width (typ.)

Pavement Markings, type B, Station 462+08 to 469+47

Broken yellow, 4'' width (typ.)

Pavement Markings, type B, Station 469+47 to 471+58

Solid yellow, 4'' width (typ.)

Broken yellow and

Pavement Markings, type B, Station 471+58 to 479+50

Rumble strip (typ.)

Rumble strip (typ.)

Clackamas River

Clackamas River

32.00

M.P.

Solid yellow, 4'' width (typ.)

Broken yellow and

Pavement Markings, type B, Station 441+48 to 448+87

Broken yellow, 4'' width (typ.)

Pavement Markings, type B, Station 439+37 to 441+48

Paved turnout

444+12 to 451+52

Stationing is in reference to ODOT road log and is approximate.

NO SCALE

2.

H.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r p c .d g n

OR OR DOT 224(1)

p r il

C h e c k e d b y

D e s ig n e d b y

SITE 1 - MP 32.45 TO MP 33.00

PAVEMENT MARKINGS

4'' width (typ.)

Broken yellow and solid yellow, Pavement Markings, type B, Station 471+58 to 479+50

Solid double yellow, 4''…