PLANS.pdf

Dayville

Mt. Vernon

JOHNNY

SPRINGS

SAFETY

REST AREA

MILE

Throop

Ditch

C re ek

Ferris

31363635

F R

A N

K S

C R E E K

R D

JOHN

C re ek

2 1 61

D A Y V

IL

L E

D U

M P

R D

NHS

JOHN

DAY

RIVER

JOHN

DAY

R D

R D

CANYON CITY

AD

AM

CINNABAR

A S L

IN

A V E

IN

G

LE

C R E E K

R D

R D

(P V T

PHILBOYD

MEMORIAL

PARK

FLETCHER

CEMETERY

DIVERSION

DAM

MT. VERNON

MIDDLE SCHOOL

AIRPORT

REGIONAL

GRANT COUNTY

MILE

MILE

MILE

JOHN DAY

HWY. NO. 5

PE

N D

LE

TO

N

JO

H

N

DAY

HWY.

DR.

D R

LN

S C

H O

O L

HOLLAND

H

IG

H L A N

AVE.

H

IG

H L A N

T E R R

RIM ROCK LN.

M O

U N

TA

IN

B

LV

D

W. E.MAIN MAINST.

ST.

M.P. 154.29 M.P. 153.79

M.P. 119.78

NO.

B ee ch

C re ek

DitchPanamaPan ama

Ditch

Ingle

GREEN ACRES

LN.

MOORE ST.

V

IO

L E T

S T

C O T T O

N W

O O

D S T

D R

C O

U N

C

IL

P A R K

A V E

CL

AR

K

SP

RI

NG

R D

H O L M

B E R

G

W E L L

R D

W

RIVERSIDE

RIVERSIDE

ST.

ST.

E.

C R E E K

H A R P E R

H ar p e r

C re ek

C reek

FLETCHER

S T

IN

G L E

DIVERSION

DAM

Reservoir

JOHN

RIVER

DAY

Enterprise

RD.

Sewage Lagoons

(PVT.)

F A R R A

LA

N E

MILE

MILE

MILE

MILE

MILE

ERVIN

ST.

OLD

HWY.

H W

Y.

NO. 5

PARK

DAYVILLE

SCHOOL

FR

A N K

LIN

A

VE

O W

E N S

S T

DR.

M.P. 130.43

SOUTH

F O

R K

JOHN

D A Y

R

IV

E R

M.P. 131.80

F ra nk s

Spring

Bracket Spring

Cummings

D itch

Water Tank

C on ne r

C re ek

Cottonwood Spring

Conner Spring

S O

U

TH

FORK

RD.

C um m ings

Ditch

RD.

FO

RK

S O

U

TH

DAY

RIVER

PARK LN.

SC

HOOL

HOUS

E

JOHN DAY

N O

HWY.

NO. 5

HWY.

NO.

B U R

N S

H W

Y

JOHN DAY

JOHN DAY

JO

HN

DAY

H

IG

H

LIN

E INLAND

ST.

S T

D R

B R E N T

LN.

H U

M B O L T

NUGGET ST.

WEBBER

LN.

S C E N

IC

D R

A D A

M

LN

L N

S

H U

M B O L T

R D

HILL

R E B E L

AD

AM

DR.

DR.

CHURCH

ST.

E.

ST.

W A S H

IN

G T O

N S T

S T

C L A R

K

PARK

ST.

BRIDGE

ST.

S T

MAIN

ST.

GARDNER

LN.

LN.

PORTAL

N

IZ

EE

HILLCREST

2NDAVE.

R D

5TH

AVE.

4TH

3RD

AVE.

TROWBRIDGE

AVE.

1ST

AVE.

2ND

2NDAVE.

D A Y T O

N S T

C A N

Y O

N B L V D

B O

Y C E

B R

ID

G E

S T

7TH AVE.

CHAR

OL

AIS

DR.

S T

LY

O

N S

S T

FORD

RD.EXT. ST.

OGILVIEDR.

ALLEY

ST.

GOV.RD.

RD.

B R E N T

D R

BRIDGE

B O

U

LD

E R

LN

4TH

ST.

S K Y

LI

N E

D R

2ND

3RD

4TH

5TH

AV

E.

AV

E.

AVE.

AVE.

AVE.

DR.

C A N

Y O

N

BLVD.

R D

A

IR

P O

R T

1STB

R E N T

S T

D E

LO

R E

S T . C

A N T O

N

S T

D R

S T

E

LM

G U

N T H E R

S T

P L

H

IG

H L A N

D

H U

N T S T

S T

IC

A

F R

A N

K E

L N

AVE.

SCREECH

W E S T

RD.

B E N C H

S T

S C E N

IC

D R

N

W A S H

IN

G T O

N S T

AVE.

MAIN

6TH

B R E N T

AVE.LA

M

FO

R D

B R

ID

G E

R D

VIEW

DR.VALLEY

3RD

ST.

HILL

CRE

STDR.

P A T T E R S O

N

FE

G

U S O

N

EDGEWOOD

PINEVIEW

PATTERSON

DR.

LN

BOOT

H

IL

L

FORD

E

LLIO

TT

C A N

TO

N

1ST

AVE.

AVE.

MAIN

ST.

MAIN

ST.

E L M

S T

MILE

MILE

MILE

C re e k

C an yo n

RIVER

DAY

JOHN

Patterson Pond

Ditch

C reek

Trowbridge

Ditch

SEWAGE

PLANT

DISPOSAL

D avis

C reek

Springs

Long Gulch

DREDGE

TAILINGS

MILE

DAY

RIVER

Well

Tank Water

Spring

Well

Trowbridge

Pond

CarpenterMILE

M.P. 0.95

M.P. 161.51

M.P. 0.57

M.P. 2.53

UNION

GRANT

MAINT.

STA.

HUMBOLT

ELEM.

SCHOOL

GRANT

COUNTY

SHOPS

CANYON

CITY

CEMETERY BOOT HILL

CEMETERYST. ANDREWS

CEMETERY

CITY

PARK

JR. HIGH

SCHOOL

KAM WAH CHUNG

STATE

FORESTRY

REST LAWN

CEMETERY

SERVICE

BLUE

MTN.

HOSPITAL

FIRE

STA.

U.S.

FOREST

SERVICE

SUBSTATION

WEIGH STA.

GRANT

COUNTY

FAIRGROUNDS

GOLF

COURSE

BLUE MTN.

COUNTY

REGIONAL

GRANT

AIRPORT

Fork

Luce C reek

S

HIGH SCHOOL

U.S.

FOREST

U.S.

FOREST SERVICE

P L

O.D.F. & W.

LA

C

O S T A

R D

GIBSON

LN.

LN.

TRAFTON

W E S T

VISTA

DR.

Water Tank

M

AR

YS

VI

LL

E

Res.

Water Tank

BENCH

R D

STATE HERITAGE SITE

LN.

A D

A M

L P.

EAST

SIDE

LN.

PIT

WOODARD

R O P E R

ADAM

JOHN DAY

Keeton Spring

FIRE

HALL

O.D.O.T.

O.D.O.T.

LU

C E

R D

CHIMNEY

G U

LC

H

V A

LL

E Y

VIEW

D R

BREMMER

PASS

LN

LN.

LN

S T.

DE

ER

EL

K

V

IE

W D R

N

QUAIL

LN

DR.

K

IN

G S

LA

N

D ELK

VIEW

L N

MILLIE

WAY

DREDGE TAILINGS

A V E

T H

O M P S O

N

W Y.

IN

G -H

A Y

RD.

HANSON

KIRK

JOHN DAY

LO

W

E R

Y A R

D

R

D

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

GEOTECHNICAL

SHEET NO. DESCRIPTION

GE04 incl.

GE01 thru.

Prospective Material Source

- Tables, Abrupt Edge And PCMS DetailsTM800

- Temporary Sign SupportsTM821

JOHN DAY HIGHWAY

F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

NO.

SHEET

A01

STATE OF OREGON

CHARGE NUMBER

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED PROJECT

C o v e r S h e e t.

d g n

D e fa u lt

:5

:2

P

M h w y e h

1"=100' Scale: Rotation: 0°

ROCK PRODUCTION

DISTRICT 14, JOHN DAY HIGHWAY

GRANT COUNTY

APRIL 2022

ROCK PRODUCTION

MP 138.56, LT. US26, (Hwy. 5)

(0.5 MILE NORTH, LOWER YARD RD.)

MP 159.70, LT. US26, (Hwy. 5)

Z

Z

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOOD

RIVER

DALLES

THE

MADRAS

PRINEVILLE

BEND

COQUILLE

GRANTS

PASS

Ashland

BURNS

KLAMATH

FALLS

CONDON

MORO

PENDLETON

LA GRANDE

ENTERPRISE

VALE Ontario

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

Athena

N. Powder

Unity Dayville

Sisters

Juntura

Frenchglen

Burns Jct.

McDermitt

Paisley

La Pine

Crescent

Biggs

Lexington

Hermiston Boardman

Ukiah

Arlington

Malin

Brookings

Coos Bay

Drain

Canyonvil le

Reedsport

Oakridge

Goshen Florence

Lincoln City

Waldport

Home Sweet

Detroit Antelope

Maupin

Forest Grove

Hebo

Cannon Beach

Seaside Rainier

Milton-Freewater

W

26 35 197

39519

3953197

Bonanza

Junction City

BAKER CITY

HEPPNER

Copperfield

Lake Silver

Junction CaveBEACH

GOLD

Orford Port

LAKEVIEW

CANYON

CITY

Day John

CITY

OREGON

HILLSBORO

DALLAS

Redmond

Val ley Jordan

STOCKPILE SITE

STOCKPILE SITE

STOCKPILE SITE

MP 138.20, RT. US26, (Hwy. 5)

SPROUL QUARRY

PROSPECTIVE MATERIAL SOURCE

STOCKPILE SITE

MP 151.55, RT. US26, (Hwy. 5)

MP 138.56 US26 (Hwy. 5)

PROSPECTIVE MATERIAL SOURCE

SPROUL QUARRY

OF TRANSPORTATION

OREGON DEPARTMENT

Scott D. Billings

Michelle F. WrightChecker:Drafter:Bobbi Jean Cummiskey

Bobbi Jean CummiskeyDesigner:

MATERIAL SOURCE

PROSPECTIVE

SHEET NO.

GRANT COUNTY

Reviewer:

SW‚Sec. 7, T.13 S., R.28 E. W.M.

US 26 (HWY. 005), M.P. 138.56

SOURCE # OR-12-004-5 DOGAMI # 12-0038

C RTIIE

G

NG EOL

O

IS

E F D

E N

EERI G

G T

OREGON

MICHELLE F. WRIGHT

E2656

NI

EXPIRES: 06-01-2022

ROCK PRODUCTION

DISTRICT 14, JOHN DAY HIGHWAY

JOHN DAY HIGHWAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

2500 ft

2600 ft f t

2700 ft f t f t d s e c c A e c n a rt n E l ev e L r e p p U d e c c A

CH-07-4

CH-07-5

CH-07-3

CH-07-2

CH-07-1

J o h n

D a y

River

.y w

H y a D n h o J

.o

N

(A p p ro x . 7 m ile s

T o

D a y ville

Existing access road

Existing fence

Existing gate

Core drill hole

Power pole

LEGEND

(Approx. 15 miles)

To Mount Vernon

VICINITY MAP

Sproul_Development Plan.dgn :: 1_72 3/30/2022 4:55:06 PM hwyr40f 1"=600' Scale: Rotation: 0°

300 150 0 300

SCALE

FEET

Steel gate area

Excavation cliff

Top of

R/W stockpiles

Existing riprap

Over head power

Under ground fiber optic telephone line

Abandoned under ground

Under ground fiber optic

Under ground copper

GE01

Project boundary

Property boundary area

Stockpile areas

Stockpile at all times gate access

Maintain

OF TRANSPORTATION

OREGON DEPARTMENT

Scott D. Billings

Michelle F. WrightChecker:Drafter:Bobbi Jean Cummiskey

Bobbi Jean CummiskeyDesigner:

MATERIAL SOURCE

PROSPECTIVE

SHEET NO.

GRANT COUNTY

Reviewer:

SW‚Sec. 7, T.13 S., R.28 E. W.M.

US 26 (HWY. 005), M.P. 138.56

SOURCE # OR-12-004-5 DOGAMI # 12-0038

C RTIIE

G

NG EOL

O

IS

E F D

E N

EERI G

G T

OREGON

MICHELLE F. WRIGHT

E2656

NI

EXPIRES: 06-01-2022

ROCK PRODUCTION

DISTRICT 14, JOHN DAY HIGHWAY

JOHN DAY HIGHWAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T f t f t f t f t f t f t

2700 ft

2700 ft f t

2750 ft

2800 ft f t

CH-07-4

CH-07-5

CH-07-3

CH-07-2

CH-07-1

A

B

A

B

Safety berm

Existing access road

LEGEND

Core drill hole

SITE PLAN

Sproul_Development Plan.dgn :: 1_24 3/30/2022 4:53:22 PM hwyr40f 1"=200' Scale: Rotation: 0°

100 50 0 100

SCALE

FEET

En te ra nc e

Ac ce ss R oa d

Upp er

Lev el

Ac ce ss R d.

J O

H N

D A

Y

H W

Y

Property boundary

Top of cliff stockpile Existing riprap area Excavation berm Construct safety area processing Equipment

See GE04 for section B-B

Note: See GE03 for section A-A

GE02

Stockpile Area Proposed Overburden

Project Boundary

Proposed Stockpile

Fines

Scalpings

Proposed Access Road

Project boundary

No Work Area

No Work Area

OF TRANSPORTATION

OREGON DEPARTMENT

Scott D. Billings

Michelle F. WrightChecker:Drafter:Bobbi Jean Cummiskey

Bobbi Jean CummiskeyDesigner:

MATERIAL SOURCE

PROSPECTIVE

SHEET NO.

GRANT COUNTY

Reviewer:

SW‚Sec. 7, T.13 S., R.28 E. W.M.

US 26 (HWY. 005), M.P. 138.56

SOURCE # OR-12-004-5 DOGAMI # 12-0038

C RTIIE

G

NG EOL

O

IS

E F D

E N

EERI G

G T

OREGON

MICHELLE F. WRIGHT

E2656

NI

EXPIRES: 06-01-2022

ROCK PRODUCTION

DISTRICT 14, JOHN DAY HIGHWAY

JOHN DAY HIGHWAY

100 200 300

SECTION A-A

Sproul_Development Plan.dgn :: 1_6 3/30/2022 4:56:02 PM hwyr40f 1"=50' Scale: Rotation: 0°

Note: See GE02 for section locations GE03 berm

Const. safety sheet GEO5

See INSERT "A"

S

l. 1

H :4

V

Excavation area

Original Ground

C H

Sl. 1%

E le v a ti o n

(f t)

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

T

OF TRANSPORTATION

OREGON DEPARTMENT

Scott D. Billings

Michelle F. WrightChecker:Drafter:Bobbi Jean Cummiskey

Bobbi Jean CummiskeyDesigner:

MATERIAL SOURCE

PROSPECTIVE

SHEET NO.

GRANT COUNTY

Reviewer:

SW‚Sec. 7, T.13 S., R.28 E. W.M.

US 26 (HWY. 005), M.P. 138.56

SOURCE # OR-12-004-5 DOGAMI # 12-0038

C RTIIE

G

NG EOL

O

IS

E F D

E N

EERI G

G T

OREGON

MICHELLE F. WRIGHT

E2656

NI

EXPIRES: 06-01-2022

ROCK PRODUCTION

DISTRICT 14, JOHN DAY HIGHWAY

JOHN DAY HIGHWAY

SECTION B-B

Sproul_Development Plan.dgn :: 1_6 3/30/2022 4:56:58 PM hwyr40f 1"=50' Scale: Rotation: 0°

Note: See GE02 for section locations GE04 berm

Const. safety

S l.

H :4

V

Excavation area

Original ground

Safety Berm

Sl.

2H:

1V

3'

S l.

H :4

V

INSERT "A"

10'

See INSERT "A"

E le v a ti o n

(f t)

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

T panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

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

TM09-01 01-JUL-2021

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

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

PCMS DETAILS

TABLES, ABRUPT EDGE AND

TM800

T M tm .d g

JU

L

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

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

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 flourescent 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)

SDR DATE

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.

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, 2021 – May 31, 2022

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

N/A 01-JUL-2020

TM821

T M 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.

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

tm .d g

JU

L

TEMPORARY SIGN SUPPORTS

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.

when signing is not needed for more than 3 days.

sign 90 degrees away from approaching traffic. Remove TSS from roadway

When sign is inconsistent with current work zone conditions, cover sign: or 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.

SDR DATE

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

B

B

" - 12 ga. PSST 4

" - 12 ga. PSST2

A A

(No scale)

SECTION A-A

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, 2021 – May 31, 2022