c:::

LU

CQ

:::E z

LU

L, c:::

:::c u

SHEET NO.

AOT

A02

A03

A04

GEOOT thru GE002 lncl.

GE/01

GE/02

GE201 thru GE203 lncl.

INDEX OF SHEETS

DESCRIPTION

Title Sheet OR 7 9 Chip Seal Section Mandatory Stockpile Sites (Base Bid) OR74 Chip Seal Section Mandatory Stockpile Sites (Add-Alternate A) OR206 Chip Seal Section Mandatory Stockpile Sites (Add-Alternate B)

GEOTECHNICAL

CASON CANYON QUARRY

I Prospective Material Source

ROSE & BONE QUARRY

I Development Plan I Cross Sections

HOOGIE DOOGIE MOUNTAIN QUARRY

I Prospective Material Source

PROSPECTIVE MATERIAL SOURCE

& MANDATORY STOCKPILE SITE

-----------------� Cason Canyon Quarry

OR206, MP 75. 75

PROSPECTIVE MATERIAL SOURCE

& PROSPETIVE STOCKPILE SITE __..,-'

Hoogie Doogie Mountain Quarry

OR19, MP 83. 70

1MITCHELL

PROSPECTIVE MATERIAL SOURCE�

& MANDATORY STOCKPILE SITE

Rose & Bone Quarry

OR19, MP 106.01

STATE OF OREGON

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED PROJECT

ROCK PRODUCTION

DISTRICT 12 CHIP SEAL

ROCK PRODUCTION 2025 PROJECT

VARIOUS HIGHWAYS

VARIOUS COUNTIES

NOVEMBER 2O25

Standard Drawings located on the web at:

http://www.oregon.gov/ODOT /Engineering/Pages /Standards.aspx

R_M25050_ts_0l.dgn ::A0l 7/21/2025 8:49:l0AM hwye53h

ATTENTION:

Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility Notification Center.

Those Rules Are Set Forth In OAR 952-001-0001 Through OAR 952-001-0100.

You May Obtain Copies Of The Rules By Calling The Center (Note: The Telephone Number For

The Oregon Utility Notification Center Is

(503) 232-1987).

Standard Dwg. Nos.

TM800

TM821

TM822

TM871

- Tables, Abrupt Edge And PCMS Details

- Temporary Sign Supports

- Temporary Sign Supports

- Blasting Zones

T. 03 S., R. 25 E., W.M.

T. 09 S., R. 23 E., W.M.

T. 09 S., R. 26 E., W.M.

DISTRICT 12 CHIP SEAL

ROCK PRODUCTION 2025 PROJECT

VARIOUS HIGHWAYS

FEDERAL HIGHWAY

ADMINISTRATION

OREGON

DIVISION

FINAL ELECTRONIC DOCUMENT

AVAILABLE UPON REQUEST

VARIOUS COUNTIES

PROJECT NUMBER

STATE

SHEET

NO.

A01

C H

A R

G E

N U

M B

E R

(BASE BID)

MANDATORY STOCKPILE SITES

OR19 CHIP SEAL SECTION

FOSSIL

SPRAY

MONUMENT

KIMBERLY

MANDATORY STOCKPILE SITE

OR19, MP 66.25

MANDATORY STOCKPILE SITE

OR19, MP 75.69

OR19, MP 93.67

SPRAY MAINTENANCE FACILITY

MANDATORY STOCKPILE SITE

& MANDATORY STOCKPILE SITE

PROSPECTIVE MATERIAL SOURCE

OR19, MP 106.01

Rose & Bone Quarry

T. 09 S., R. 26 E., W.M.

T. 09 S., R. 23 E., W.M.

T. 08 S., R. 25 E., W.M.

T. 08 S., R. 22 E., W.M.

T. 07 S., R. 22 E., W.M.

F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

VARIOUS COUNTIES

VARIOUS HIGHWAYS

ROCK PRODUCTION 2025 PROJECT

DISTRICT 12 CHIP SEAL

A02SEE SHEET A01

& PROSPECTIVE STOCKPILE SITE

PROSPECTIVE MATERIAL SOURCE

OR19, MP 83.70

HOOGIE DOOGIE MOUNTAIN QUARRY

R_M25050_ts_01.dgn :: A02 7/21/2025 8:49:14 AM hwye53h

YE

LL

O W

C H

A R

G E

N U

M B

E R

(ADD-ALTERNATE A)

MANDATORY STOCKPILE SITES

OR74 CHIP SEAL SECTION

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

IONE

LEXINGTON

HEPPNER

PILOT ROCK

CECIL

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

VARIOUS COUNTIES

VARIOUS HIGHWAYS

ROCK PRODUCTION 2025 PROJECT

DISTRICT 12 CHIP SEAL

A03SEE SHEET A01

MANDATORY STOCKPILE SITE

OR74, MP 13.13

MANDATORY STOCKPILE SITE

OR74, MP 19.73

MANDATORY STOCKPILE SITE

OR74, MP 26.43

MANDATORY STOCKPILE SITE

OR74, MP 34.25

MANDATORY STOCKPILE SITE

OR206, MP 80.35

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

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

T. 01 N., R. 23 E., W.M.

T. 02 N., R. 23 E., W.M.

T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

R_M25050_ts_01.dgn :: A03 7/21/2025 8:49:17 AM hwye53h

LN.

M E A D

O W

B R

O O

K

LN.

R D

C

AN

YO

N

D E E

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X R

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LL

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LL

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AR

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AN

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EM

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YLAN

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(HARDM

AN

R

ID

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RD.)

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M N E R

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CANYON

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IN

G R

D

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ID

G E

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LE

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O

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R D

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RD.

CREEK

R D

RD.

R H E A

CREEK

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SP

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N G

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LL

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U

PPER

RH

EA

CREEK

LU

N C E F O

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C A N

YO

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C A N

YO

N

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LA

R K S

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RD.

ST

OCK

DRIVE

LN.

SAN

FORD

BASEY

C

A N

R D

LN

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C K

D R

IV

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R D

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R K

RD.

SHOBE

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AN

YO

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BER

GST

ROM

R D

H

EPPN

ER

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Y.

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ER

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Y.

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LB

Y

CARLSON

LU

N

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LL

RD.

LN.

B E N

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LL

OW

CREEK

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CO-

HEPPNER

NO. 300HWY.

IO

N

E-

G O

O

SE

B E

R R

Y

HW

Y.

NO. 52

HEPPNE

R

HWY.

NO.

W A S C

O

H

EP

PN

ER

H W

Y.

N O

MORGAN

ST.

ST. SP

ER

RY

RIVERSIDE

W E S T

S T

W

ILLO

W

VI

EW D

R

. WATER ST.

JO

N E S

S T

CHURCH ST.

ST.

ST.

ST.

AIKEN ST.

EL

D

ER

S T . G

A R R

IG

U E S

S T

QUAID

ST.

STANSBURY

ST.

R O

C K

S T

G

ILM

O R E

CANNON ST.

ST.

ST.

C O

U R

T

HAGER

ST.

ST

ST

C A N

Y O

N D R.

SUMMIT

DR.

SAGE

H

ILL

D R

FU

LL

E R

C A N

YO

N

LN

WY.

BALTIMORE

CENTER

C H

A S E

ST

LINDEN

W

AY

M

AI

N

ST

WI

LLO

W

C O

U R T

S T

SCHOOL

A V E

T H

O M P S

N

PA

UL

ES

LINDEN

ALLEY

G A

LE

ST

M A

IN

S T.

H

IL

TO

N

ST

MORGAN ST.

PIONEER

AVE.

ST

JE

N

KI

N S

B A

LM

F O

R K

R D

S T

FRANK

DE

E

HILLST.

ST.

M O R R O

W

TERRACE

DR.

LI

B E R

TY

S C

H O

O L

YOUNG

LOGAN

B E C

K E T

(PVT.)(PVT.)

WILLOW

ST.

O F

E N

G

IN

E E R S

R D

LN

S A N

D

B U N K E R

HILL

FULLER

CANYON

LN.

TH

O

RN

ST

SKYLINEDR.

GILLIAM

DR.

G R E E N

S T

AL

FA

LF

A

ST

CO

W

INS

ST.

LA

K E V

IE

W C

T.

C E

M E T E R

Y R

D

ST

UNION

AVE.

CORPS

WASCO -

LN

LN.

HALE LN.RIDGE

LN.

R O

A D

C A N

YO

N

LN

UPPER RHEA

P E R

LB

E R

G R

D

S O

U T H

LN.

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G S T R

O M

R D

B

IL

L

LN

R A N S O

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R D

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ST.

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ILLO

W

TOLL ROCK RD.

M A

IN

S T . S

T

S T

N

D

R

D

ST.

CHURCH

HALE

RIDGE RD.

HEPPNER

S P R A Y

H W

Y.

N O . 321

TOLL

R O

C K

SPERRY

HEPPNER

RD.

COX

S P R U C E

M

IN

O R

CAMP

BE

LL

AL

LE

Y

WY.

WILLOW

BARRATT

BLVD.

FAIRVIEW

WILLOW

ST.

AUGUST

AUGUST

ST.

MATLOCK

C R E E K

RD

S H

O B

E AVE.

W

AY

RD

H

IG

H

S T

ST. MAY

W

ILLOW

H

EA

LY

RD.)

(C O T T O

N W

O O

D

WASCO- HEPPNER

HWY.NO. 300

NO. 300

HW

Y.

RI

CH

M O

ND

RD

D A Y

(SIXMILE-

CANYONRD.)

JO

H

N

F E R R

Y

CANYON

RD.

IG

O

LN.

LAMBERSON RD.

COTTONWOOD LN.

C

IT

Y

FA

RM

R D

POTTER LN.

BROWN RD.

JA

EG

ER

R D

BEEKS RD

M O

N A

H A

N R

D

SNIPTION

C A N

Y O

N

LN.

SN

IP

TI

O N

CA

NY

O

N LN.

BARKER LN.

M O

N A

H A

N R

D

P O

W E R

R

D

R D

JA

EG

A R

1ST ST.

2ND ST.

3RD

WELL

ST.

ST.

NO. 300

FRAZIER

5TH

6TH

AVE.

AVE.

ST.

S T

'B

JE

W

TRIMBLE

PENNOYER ST.

ST.

COURT

SUMMIT

GILLIAM

WALNUT

C H

U R C

H

O R E G

O N

LI

N

C O

LN

S T

S T

M A

IN

M

AI

N

S T

W A S H

IN

G

TO

N

S T.

B R

Y A N

S T

JE

FF

E R

SO

N

E A S T

W A R

D

O R E G

O N

C H

U R C

H

LI

N

C O

LN

P O T T E R

S T

S T

S T

S T

S T

D

AY

N O

ST

.HEPPNER

JO

H

N D A Y

H W

Y

N O

BAYARD ST.

S T

S T

'A

S T

ST.

ST.

ST.

ST.

ST.

W A S H

IN

G T O

N

FALL

S T

HWY.

POTTER

LN.

COTTONWOOD LN.

JO

H N

H W

Y

S T

S T

S T

M cK

IN

LE

Y

SNI

PTIO

N

CANYON

LN.

BAYARD ST.

COTTONWOOD

LN.

HEPPNER HWY. NO. 300

SPRING

WASCO-

SIXMILE CANYON RD.

WASCO-

ST.

'C' ST.

B R O

W N

LN

W

ASCO

HEPPNER

H W

Y

(SIXM

ILE-

CANYON

R D

N O

HALE

RIDGE

LN.

M A T N E Y

LP

COTTONWOOD

LN.

E D

W A R D S

LN

CAYUSE

CANYON

RD.

DRY FORK RD.

R D

DALZELL RD.

C H

A R

G E

N U

M B

E R

(ADD-ALTERNATE B)

MANDATORY STOCKPILE SITES

OR206 CHIP SEAL SECTION

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

VARIOUS COUNTIES

VARIOUS HIGHWAYS

ROCK PRODUCTION 2025 PROJECT

DISTRICT 12 CHIP SEAL

A04SEE SHEET A01

MANDATORY STOCKPILE SITE

OR206, MP 57.63

CONDON

HAPPNER

HARDMAN

MANDATORY STOCKPILE SITE

OR206, MP 66.52

& MANDATORY STOCKPILE SITE

PROSPECTIVE MATERIAL SOURCE

OR206, MP 75.75

Cason Canyon Quarry

MANDATORY STOCKPILE SITE

OR206, MP 80.35

T. 03 S., R. 26 E., W.M.

T. 03 S., R. 25 E., W.M.

T. 03 S., R. 24 E., W.M.

T. 03 S., R. 23 E., W.M.

T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

R_M25050_ts_01.dgn :: A04 7/21/2025 8:49:19 AM hwye53h

2025.07.17 16:43:54 -07'00'

16:45:06 -07'00'

16:46:01 -07'00'

16:47:02 -07'00'

16:47:54 -07'00'

16:48:41 -07'00'

16:49:34 -07'00'

TM800

PCMS DETAILS

TABLES, ABRUPT EDGE AND

T M

.d g n

12-JUL-2024N/A

J U

L

Freeway

Use aggregate wedge when abrupt edge is 2 inches or greater.

four feet wide protect longitudinal abrupt edge as shown.

When paved shoulders adjacent to excavations are less than

NOTES:

shoulder, as far as practical.

Place cart / generator / power supply off of the on 10' spacing.

Use six tubular markers in shoulder taper outside shoulder, where practical.

Install Flagger Station Lighting beyond the

2" or GreaterExtg. pavement aggregate base rock

Shoulder or message sign (PCMS)

Portable changeable

20'

100'

4' B(III)R

Temp. Plastic Drums

Lighting

Flagger Station

50'

10'

Markers

28" Tubular

Place roll-up signs in advance of barricades.

plaques to the sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct (CW21-9) throughout excavation area at spacings shown.

Continue signing and other traffic control devices

"RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders.

8' B(III)R barricades with 8' B(III)L barricades and replace the

If the excavation is located on left side of traffic, replace the abrupt edges of 1 inch or greater.

or other roadway work. Use abrupt edge signing for longitudinal

Abrupt edges may be created by paving, operations, excavations

GENERAL NOTES FOR ALL TCP DRAWINGS:

for max. spacing.

See TCD Spacing Table

Temp. Plastic Drums for max. spacing.

See TCD Spacing Table

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION

PORTABLE CHANGEABLE MESSAGE

LIGHTING DELINEATION

FLAGGER STATION

Sl. 1:3

TAPER TYPES & FORMULAS

TEMPORARY BARRIER FLARE RATE TABLE

TAPER FORMULA

Merging (Lane Closure)

Shifting

Shoulder Closure

Flagging (See Drg. TM850)

Downstream (Termination)

"L"

"L"3 1"L"/3 or

50' - 100'

Varies (See Drawings)

"L"2 1"L"/2 or the Speed from the Tables below:

Use Pre-Construction Posted Speed to select

For Lane closures where W < 10', use "L" value for W = 10'.

Limit spacing adjustments to 30% of the "A" dimension for all speeds.

When necessary, sign spacing may be adjusted to fit site conditions.

Place traffic control devices on 10 ft. spacing for intersection and access radii.

NOTES:

SPEED (mph) MINIMUM FLARE RATE

M I N I M U M L E N G T H S T A B L E

"L" VALUE FOR TAPERS (ft) BUFFER "B" (ft)W = Lane or Shoulder Width being closed or shifted

20:1

19:1

18:1

16:1

14:1

12:1

10:1

9:1

8:1

FREEWAYS

SPEED (mph) W = 12 W = 14 W = 16

TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE

20 - 30

35 - 40

45 - 55

60 - 70 700

100 100

15001000 2640

100 20

Device Spacing (ft)

Max. Channelizing Sign Spacing (ft) SPEED (mph)

A B C

CW21-8A

(As noted)

36x18

C W

(Mount on TSS)

(As needed)

42x18

CW21-8C

OR

C

W

Plaques

CW21-9

Abrupt edge

8' B(III)R 8' B(III)R

mi.4 1 mi.4

1 mi.4

EDGE

ABRUPT

RIGHT

LEFT

(Roll-up sign)

(As needed)

EDGE

ABRUPT 32x11

32x11

32x11

CENTER

RIGHT

LEFT

10≤ W

30≤

W/60, S = Speed, W=WidthS 45: L = WS, Speeds < 45: L = ≥ formula, for Speeds For Shoulder closures where W < 10', use "L" value for W = 10' or calculate "L" using

TYPICAL ABRUPT EDGE DELINEATION

Smart Work Zone Systems Portable Traffic Signals

Detail as shown is used for trailered and non-crashworthy components of:

barricade may be omitted when PCMS is placed behind a roadside barrier.

Use six drums in shoulder taper on 20' spacing. The drums and

Left shoulder, use Type B(III)L Right shoulder, use Type B(III)R Use the appropriate type of barricade panels for PCMS location.

Install PCMS beyond the outside shoulder, when possible.

To be accompanied by Dwg. Nos. TM820 & TM821.

divided highways or freeways when positive protection is not available, or as directed.

Provide a truck mounted attentuator (TMA) to protect the active work area on high speed

Flaggers, Traffic Control Measures, or as directed.

Coordinate and control pedestrian movements through a Temporary Accessible Route using

Combine drawing details to complete temporary traffic control for each work activity.

Do not locate sign supports in locations designated for bicycle or pedestrian traffic.

High speed highways have a pre-construction posted speed of 45 mph or higher.

Low speed highways have a pre-construction posted speed of 40 mph or less.

All other signs mounted on barrier sign supports shall not exceed 12 sq. ft. in total sign area.

All diamond shaped warning signs mounted on barrier sign supports shall be 36" by 36".

background of all temporary warning signs.

Use fluorescent orange sheeting for the All signs are 48" x 48" unless otherwise shown.

to indicate traffic movements.

Arrows shown in roadway are directional arrows sequential arrow boards.

Place a barricade approx. 20' ahead of all shown are the minimum required.

Signs and other Traffic Control Devices (TCD)

07-2022 Added a note for TPARs

07-2024 Added a note for TMAs 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

TM821

TEMPORARY SIGN SUPPORTS

T M

.d g n

14-JUL-2023N/A

J U

L

4"x 4"x 12'

2 - 2"x 4" @ 45° angle

2"x 6"x 37"

36"

Sandbags per side (typ.)

lag screw

"x 3"8 31 -per side (typ.)

" dia. bolts8 32 -screw per side (typ.)

"x 3" lag 8 31 -per support (typ.)

"x 3" lag screws8 32 -

"x 37"2 1"x 54 sign (typ.)

48"x 48" sign area of 20 sq. ft. or less.

Use Double Post TSS for a total

NOTES:

per support (typ.)

2 - 3/8" dia. bolts per support (typ.)

2 - 3/8" dia. bolts

4 - 2"x 6"

40"

"2 12 - 4"x 4"x 5

NOTES:

2' - 8" Sandbags

2' - 6"

A

"4

" - 12 ga. PSST2

" - 12 ga. x 4" PSST Stub2

PSST Stub

" - 12 ga. x 4" 2 12 A

See DETAIL A

" - 12 ga. PSST4

" - 12 ga. PSST4 sign (typ.)

48"x 48" per support (typ.)

" dia. bolts8 3Two, support (typ.)

joining brace and

" dia. bolt 8

NOTES:

1 - 2"x 4"

1 - 4"x 4"x 4"

2 - 2"x 4"

1 - 4"x 4"x 4"

1- 2"x 4" 40"

Sandbags lag screws

"x 4"8 34 -

4"x 4"x 10'

"x 3" lag screws8 32 -

2"x 4"x35" @ 45° angle

2"x 4"x 6"

"x 3" lag screws8 32 -

"x 4" lag screws8 34 -

" dia. bolts8 31 -

" dia. bolts8 31 -

" dia. bolts8 32 -

" dia. bolts8 31 -sign (typ.)

36"x 36"

" dia. bolts8 32 -

TEMPORARY SIGN SUPPORT GENERAL NOTES:

Sheeting

Retroreflective

Sheeting

Retroreflective

" Sheeting

Retroreflective m in and Right sides)

Sheeting (Left

Retroreflective

NOTES:

SIGN POST REFLECTIVE SHEETING PLACEMENT

Sheeting

Retroreflective Sheeting

Retroreflective signs. Do not mount signs on Type II or III Barricades.

Use Single Post TSS for mounting "Business Access" (CG20-11)

Use Single Post TSS for a total sign area of 12 sq. ft. or less.

Sheeting may be applied directly to post material; or applied to a rigid, lightweight substrate, then securely attached to the posts.

for wood post TSS's. Use 2" wide sheeting for PSST TSS's.

Apply sign post retroreflectivity to each TSS post facing front; and to the left and right sides of the TSS, as shown. Use 3" wide sheeting and "DO NOT ENTER". For "STOP" and "DO NOT ENTER" signs, used red ANSI Type III or IV retroreflective sheeting on the TSS posts.

Apply fluorescent orange, ANSI Type VIII or IX retroreflective sheeting to TSS posts, as shown, for all temporary signs, except "STOP"

Use A325 Bolts or equivalent.

welding. Repair Galvanizing according to ASTM A780.

designation G90. Remove Galvanizing from steel before

Galvanize steel according to ASTM A653 with coating

All members shall have a minimum yield stress of 50 ksi.

Use PSST TSS's for a total sign area of 16 sq. ft. or less.

Society (AWS) D.1.1.

Weld steel according to American Welding

" - 12 ga. x 4" PSST Stub.2 1inside of the 2

" PSST4

1Do not use bolt to secure 2

" - 12 ga. x 4" PSST Stub.2 1inside of the 2

" - 12 ga. PSST to extend entire length 4

See Dwg. No. TM204 for flag board mounting detail.

(25 lb. max per bag) (min. 100 lbs per side of each TSS).

Place a minimum of 50 lbs of sandbags on each of the four TSS supports legs.

TSS posts.

away from traffic, or cover the sign. Do not cover reflective sheeting on the

When not in use, locate TSS as far from Public Traffic as practicable and turn

Do not place or stack ballast more than 24" above the ground.

See "Temporary Sign Placement" detail on TM822 for sign installation heights.

four sides (S4S) and free of heart center (FOHC).

For wooden TSS's, use either Douglas Fir or Hem Fir, which is surfaced

Do not locate TSS's in locations that block pedestrian or bicycle traffic.

Do not tip over TSS at any time.

Double Post Perforated Steel Square Tube (PSST) Single Post

DOUBLE POST DETAIL PERFORATED STEEL SQUARE TUBE (PSST) DETAIL SINGLE POST DETAIL

Front Right Left Front FrontRight Left Side

(No Scale)

DETAIL A

" - 12 ga. PSST 4

" - 12 ga. PSST2

A A

(No scale)

SECTION A-A

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

TM822

TEMPORARY SIGN SUPPORTS

T M

.d g n

01-JUL-2020N/A

J U

L

¼ ¼ as shown.

pedestrian pathway, maximum of 4" into it may extend a

7' above the sidewalk is installed less than

If bottom of plaque

B a c k o f c u rb m in m in

3' (min.)

4" max. *

2' (min.)

width is less than 6'

2' min. when the shoulder

6' - 12'

E d g e o f tr a ff ic l a n e m in m in . R

/W

1' min.

Urban Areas With Curb/Sidewalk surface, as shown.

minimum of 7'0" above pavement

(plaque) so bottom of sign is a bicycle traffic, install secondary sign shoulder or other surface used by adjacent to or intrude into a paved

Where temporary signs are located

E d g e o f tr a ff ic l a n e

Shoulder

Paved m in

R /W

1' min.

6' - 12'

E d g e o f tr a ff ic l a n e m in m in

TEMPORARY SIGN PLACEMENT

L 2-1/2"x 2-1/2"x 5/16"

"8 d eg head and clip

" dia. pin wth4

"16 5"x 2

1"x 22 1L 2

"2

"16 5"x 2

1"x 22 1L 2

" Sch. 40 pipe2 1210"

"2

"2

6" max.

of total sign area) (or, max. 12 sq. ft.

36" x 36" sign

2" Sch. 40 pipe

" Sch. 40 pipe2

Conc. Barrier

NOTES:

CONCRETE BARRIER SIGN SUPPORT

other than concrete.

Follow manufacturer recommendation when installing signs on barrier

Do not use clipped signs.

Weld steel according to American Welding Society (AWS) D.1.1.

Place support at connection between two concrete barrier sections.

Use for supporting a maximum 12 sq. ft. of total sign area.

Support fits both 32" and 42" tall "F" barrier.

All structural steel shall conform to ASTM A36.

and pinned when not in use.

Drill additional holes so sign can be rotated 90 degrees

To be accompanied by Dwg. Nos. TM670, TM671, TM687, TM688 & TM689.

according TCP Design Manual, MUTCD, ADA, or as directed.

Do not block bicycle lanes, sidewalks, or TPAR's with sign supports. Maintain minimum widths for these facilities

Rural Areas

Bicycles On Shoulder Rural or Urban Areas - Curb or No Curb

No Curb/Sidewalk Divided Highway/Freeway Medians 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

TM871

BLASTING ZONES

T M

.d g n

01-JUL-2022N/A

J U

L

07-2022 Added AFADs to the drawing.

"L"

ZONE

END

BLASTING

AHEAD

ZONE

WORK

C B A A 500' 1000' Min. 1000' Min.

1000' Min. 1000' Min. 500' A A B C

W

W

42x36 W22-2 (As needed) (As needed)

W

42x36 W22-3 (As needed) (As needed)

W

42x36 W22-2

W

W

42x36 W22-3

AHEAD

ZONE

BLASTING TURN OFF

CELL PHONE

AND

2-WAY RADIO

STOP

PREPARED

BE

TO

BLASTING

ZONE

END

Blasting Zone

ZONE

END

BLASTING

STOP

PREPARED

BE

TO

TURN OFF

CELL PHONE

AND

2-WAY RADIO

AHEAD

ZONE

BLASTING

AHEAD

ZONE

WORK

C B A A A B A 500' 1000' Min. 1000' Min.

1000' Min. Blasting Zone 1000' Min. 500' A B A A A B C

8' B(III)R

Sequential Arrow

8' B(III)R8' B(III)L

Sequential Arrow

8' B(III)L

(typ.)

30'±

(typ.)

30'±

(2 Reqd.)

W

(2 Reqd.)

W

(2 Reqd.)

42x36

W22-2

(2 Reqd.)

W

(2 Reqd.)

W

(As needed)

W

(As needed) 42x36

W22-3

W

(2 Reqd.)(2 Reqd.)

W

W22-2

(2 Reqd.)

W

(2 Reqd.)

W

W

(As needed)(As needed) 42x36

W22-3

AHEAD

ZONE

WORK

AHEAD

ZONE

BLASTING

TURN OFF

CELL PHONE

AND

2-WAY RADIO

AHEAD

CLOSED

LEFT LANE

STOP

PREPARED

BE

TO ZONE

END

BLASTING

AHEAD

ZONE

WORK

AHEAD

ZONE

BLASTING

TURN OFF

CELL PHONE

AND

2-WAY RADIO

AHEAD

CLOSED

RIGHT LANE

STOP

PREPARED

BE

TO

"L"

Taper

"L"

Taper

"L"

(Non-Freeway)

BLASTING ZONE

4-Lane, 2-Way Roadway

BLASTING ZONE

4-Lane, 2-Way Roadway

HERE ON

RED

STOP

HERE ON

RED

STOP

(As needed)

24x36

R10-6

(As needed)

24x36

R10-6

HERE ON

RED

STOP

(As needed)

24x36

R10-6

HERE ON

RED

STOP

(As needed)

24x36

R10-6

AHEAD

SIGNAL

W a

AHEAD

SIGNAL

W a

AHEAD

SIGNAL

W a

AHEAD

SIGNAL

W a

GENERAL NOTES FOR ALL DETAILS:

UNDER CONSTRUCTION

TM800 for max. spacing.

See TCD Spacing Table on

TM800 for max. spacing.

See TCD Spacing Table on

28" Tubular Markers blasting zone during blasting operations.

there is danger, highway traffic shall not be permitted to pass through the traffic in the blasting zone will be endangered by the blasting operation. If

Before blasting, the "Explosives Specialist" shall determine whether highway mainline, shall be erected on the side road.

or a side road is within 1000' of any blasting cap, similar signing, as on the

ZONE AHEAD" (W22-1) sign and the "END BLASTING ZONE" (W22-3)sign, Whenever a side road intersects the roadway between the "BLASTING in the area or when the area is otherwise secure.

The signs shall be covered or removed when there are no explosives shown in the plans or directed.

closure or rolling slowdown should be used for blasting operations, as

Configurations are NOT to be used on freeways. For freeways, a total

UNDER TRAFFIC

Temp. Plastic Drums

Assistance Device (AFAD)

Automated Flagging

To be accompanied by Dwg. No. TM820, TM821 & TM854.

CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. No. TM800.

To determine sign spacing A, B, and C, use "TRAFFIC use the "MINIMUM LENGTHS TABLE" on Dwg. No. TM800.

To determine Taper Length "L" and Buffer Length "B" median signs closest to approaching traffic.

All offsets between sign pairs in multi-lane sections are 30' with rock and debris clean up.

Do not stop or hold traffic in excess of 20 minutes including the Signal Ahead (W3-3) symbol sign.

The "SIGNAL AHEAD" (W3-3a) sign may be subsituted 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