N-sheets.pdf

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

FOOTNOTE:

NOTE:

construction sign colors.

For all the MUTCD numbered construction signs, see MUTCD for personnel and the travelling public.

field as directed by the CO to ensure the safety of all construction plans are approximate, and are subject to adjustments in the

The location of temporary traffic control devices as shown on the

2.

1.

N.1

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(19)

P

M

J a n u a r y

U

S S u r ft

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

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

See Temporary Traffoc Control Plans for mileage.

Pit, Norris Asphalt, Gibbon Meadow Pit, Swan Lake Pit.

Install signs for the following locations: Grebe Lake Pit; Ice Lake

See Section 156 for applicable closure date information.

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

NOTE:

To Bozeman

GARDINER

NORTH

ENTRANCE Gallatin

National

Forest

To Cooke City

NORTHEAST

ENTRANCEMAMMOTH

Shoshone

National

Forest

BRIDGE

FISHING

Gallatin

National

Forest

MADISON

PAINT POT

BASIN

BISCUIT

FAITHFUL

OLD

YELLOWSTONE

WEST

WEST

ENTRANCE

Targhee

National

Forest

SOUTH

ENTRANCE

LAKE

LEWIS

LAKE

HEART

VILLAGE

GRANT

LAKE

SHOSHONE

YELLOWSTONE

LAKE

CANYONNORRIS

EAST

ENTRANCE

CODY

89191

20191

To Jackson

Bridger - Teton National ForestJohn D. Rockefeller Jr.

Memorial Parkway

SCALE IN MILES

5 0 5 10 15

N

LEGEND:

10PM - 7PM

CLOSED

ROAD

MAMMOTH

NORRIS TO

Existing tee sign post

Existing portable variable message sign

Existing Tee-Post sign

TOWER

varies

Message

EXISTING TEE-POST SIGNS

2.

1.

Perimeter signing to be installed or adjusted

INFORMATIONAL SIGNING

supplied by Yellowstone National Park.

All signs (Tee-Post and Portable Variable Message) will be

Section 156. See map for all sign locations.

current construction operations on the project according to

Install or adjust the installation of perimeter signing to match

N.2

STATE PROJECT

D e c e m b e r

U

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

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

1 Place one portable variable message sign near the hotel/pagoda.

306+75

PRA-YELL 10(19)

GRAND LOOP ROAD

BEGIN WORK

Junction

Norris

W20-3

500 FT

CLOSED

ROAD

W20-3

AHEAD

CLOSED

ROAD

T o C a n y o n

T o M a d is o n

To Mammoth or

G20-1

1 FOOTNOTE:

NO SCALE

ROAD WORK

END

G20-2

Campgrounds

Norris

Lake

Nymph

Trail

Solfatara

Basin

Norris Gyser

Overlook

Norris

N

W20-3

AHEAD

CLOSED

ROAD

Ref-4 10 PM - 7 AM

7 MILES

(SHEET 1 OF 3)

CONTROL PLAN

TEMPORARY TRAFFIC

realignment at Grizzly Lake curves large cuts and roadway

Potential closure area, walls at Obsidian Cliff

Potential closure area, LEGEND:

walls north of Obsidian Cliff

Potential closure area, N.3

STATE PROJECT

J a n u a r y

U

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

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

ROAD WORK

NEXT 5 MILES

10 PM - 7 AM

5" C

4'

1'

3 12"

3 12"

4"

4"

4" B1'

Ref-2

Ref-3

Ref-4

2'

5'

2'-6"

4 14"

4 58"

4 18"

5" C

6" C

Ref-1

2'

5'

4 18"

5" C

4 14"

6" C

4 58"

SEP 10 to OCT 6, 2017

FULL CLOSURE - SEP 11 to OCT 7, 2016

NIGHT CLOSURE - 10 pm -7 am

Parking Area

Roaring Mountain

GOVERNMENT FURNISHED GATE

GATE, METAL, 40-FOOT

Ref-1

Ref-3

Location determined by CO.

Install sign at Tower Junction and Canyon Junction.

immediately upon scheduled openings.

Install signs and barricades prior to scheduled closures. Remove

W16-3aP

G20-1

END

W20-3

W20-3

Ref-4 10 PM - 7 AM or

FOOTNOTE:

Ref-2

ROAD CLOSED

MAMMOTH to NORRIS

T o T o w e r

To Gardiner

To Norr is

Campground Indian Creek

Mammoth

500 FT

CLOSED

ROAD

W20-3

G20-2

N

AHEAD

CLOSED

ROAD

AHEAD

CLOSED

ROAD

(SHEET 2 OF 3)

CONTROL PLAN

TEMPORARY TRAFFIC

Sheepeater Cliff

Peak Bunsen

511+50

PRA YELL 10(19)

SCHEDULE A

END WORK

12 MILESW16-3aP

Parking Area Moose Exhibit

ROAD WORK

NEXT 4 MILES

N.4

STATE PROJECT

A

J a n u a r y

U

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

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

10 PM - 7 AM Ref-3

GOVERNMENT FURNISHED GATE

GATE, METAL, 40-FOOT

LEGEND:

SEP 10 to OCT 6, 2017

FULL CLOSURE - SEP 11 to OCT 7, 2016

NIGHT CLOSURE - 10 pm -7 am immediately upon scheduled openings.

Install signs and barricades prior to scheduled closures. Remove

Ref-2

ROAD CLOSED

MAMMOTH to NORRIS

10 PM - 7 AM Ref-3

SCHEDULE A

G20-1

END

W20-3

W20-3

Ref-4

10 PM - 7 AM

or

FOOTNOTE:

T o T o w e r

To Gardiner

To Norr is

Campground Indian Creek

Mammoth

500 FT

CLOSED

ROAD

W20-3

G20-2

N

AHEAD

CLOSED

ROAD

11 MILES

AHEAD

CLOSED

ROAD

(SHEET 3 OF 3)

CONTROL PLAN

TEMPORARY TRAFFIC

Sheepeater Cliff

Peak Bunsen

556+50

PRA YELL 10(19)

SCHEDULE B

END WORK

N.5

STATE PROJECT

J a n u a r y

U

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

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Parking Area Willow Park

ROAD WORK

NEXT 5 MILES

immediately upon scheduled openings.

Install signs and barricades prior to scheduled closures. Remove

Ref-2

ROAD CLOSED

MAMMOTH to NORRIS

10 PM - 7 AM Ref-3

Ref-2

ROAD CLOSED

MAMMOTH to NORRIS

10 PM - 7 AM Ref-3

GOVERNMENT FURNISHED GATE

GATE, METAL, 40-FOOT

LEGEND:

SCHEDULE B

SEP 10 to OCT 6, 2017

FULL CLOSURE - SEP 11 to OCT 7, 2016

NIGHT CLOSURE - 10 pm -7 am

W16-3aP

WORK

SHOULDER

AHEAD

WORK

ROAD

AHEAD

ROAD

ONE LANE

AHEAD

WORK

ROAD

LANEONEROAD

WORK

1500 FT

ROAD

1000 FT

LANEONE

ROAD

1000 FT

ROAD

WORK

1500 FT

350'± 350'± 350'± 100' max.

W20-1 W20-4 W20-7

(PART-WIDTH CONSTRUCTION)

WORK ZONE CONTROL

Buffer space (B)

100' max.

350'± 350'± 350 ±

Work zone

W20-7 W20-4 W20-1

Work zone

(TURNOUT WORK)

WORK ZONE CONTROL

W21-1 W21-5 W20-1

BUFFER SPACE

(mph)

POSTED SPEED

LENGTH (B)

155'

200'

250'

305'

360'

Flagger location

Channelizing device

LEGEND:

Portable sign

W20-1 W20-4 W20-7

(PART-WIDTH CONSTRUCTION)

ADVANCED WORK ZONE CONTROL

Use as required.

FOOTNOTE:

NO SCALE

Limit Signing

See Project

Limits Signing

See Project

350'±350'±350'±

350'±350'±350'± along work zone = 90'

Maximum channelizing device spacing, along taper = 20'

Maximum channelizing device spacing, along work zone = 90'

Maximum channelizing device spacing, (SHEET 1 OF 4)

WORK ZONE CONTROL

TEMPORARY TRAFFIC CONTROL

N.6

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll n f.

d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

ENGINE WHILE

Ref-5

TURN OFF

WAITING

250'±

250 ±

ENGINE WHILE

Ref-5

TURN OFF

WAITING

ROAD

ROUGH BUMP

BUMP

ROAD

ROUGH

ENDS

PAVEMENT

ENDS

PAVEMENT

W8-1 W8-3 W8-8

(NON-ASPHALT PAVEMENT SURFACES)

WORK ZONE CONTROL

C C A A

CCAA

W8-8 W8-3 W8-1

C

A

C

A C

A

C

A

(ASPHALT PAVEMENT SURFACES)

WORK ZONE CONTROL

BUMP

BUMP

(ASPHALT PAVEMENT JOINTS)

WORK ZONE CONTROL

W8-1

W8-1

LEGEND:

Portable sign

Channelizing device

Type 1 barricade

Type A warning light

Type C warning light

A

C permitted between shifts

No longitudinal joint

NO SCALE

LOW

SHOULDER

LOW

SHOULDER

W8-9

W8-9

200'±

200'± Work zone 100' 400'± 500' to 1500'

100'400'±500' to 1500'

500'±

Work zone 500'±

500'±

500'±

(SHEET 2 OF 4)

WORK ZONE CONTROL

TEMPORARY TRAFFIC CONTROL

N.7

STATE PROJECT

D e c e m b e r

U

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

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 86308

NO SCALE

LEGEND:

Point slanted stripes in the direction shown.

Temporary traffic control, type 3 barricade.

ROAD

CLOSED

R11-2

Work Zone

DO NOT

BLOCK

INTERSECTION

R10-7

(WORK ZONE ACCESS LOCATIONS)

WORK ZONE CONTROL

travelled way

Edge of

Traffic flow

Traffic flow

(REALIGNMENT LOCATIONS)

WORK ZONE CONTROL

Realigned roadway

WORK ZONE

control, pavement markings

Temporary traffic

(WITHIN EXISTING ROADWAY)

Temporary traffic control, barricade, type 1, typ.

FOOTNOTE:

ROAD

CLOSED

R11-2

W1-6

ROAD

CLOSED

R11-2

W1-6

Temporary traffic control, barricade, type 1, typ.

(SHEET 3 OF 4)

WORK ZONE CONTROL

TEMPORARY TRAFFIC CONTROL

the traffic flow needs to follow.

with the slanted stripes pointed downward in the direction that

Place at 20-foot spacing to delineate new alignment. Install

N.8

STATE PROJECT

D e c e m b e r

U

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

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

(SHEET 4 OF 4)

WORK ZONE CONTROL

TEMPORARY TRAFFIC CONTROL

N.9

STATE PROJECT

A

F e b r u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll n i.

d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

RATE

FLARE

BARRIER

CONCRETE

1:16

1:16

1:16

1:16

1:14

1:12

1:10

1:9

1:8

1:8

1:8

LENGTH

BUFFER SPACE

WIDTH

CLEAR ZONE

WORK ZONE

FEETSPACING IN FEETFEETMPH

NO SCALE

(USING CONCRETE BARRIER WITHIN DETOUR AREA)

WORK ZONE CONTROL

FOOTNOTE:

1 Install reflectors on concrete barriers at 25-foot intervals.

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

Traffic flow

Traffic flow

NOTE:

spacing

Device pavement markings

Remove conflicting

Channelizing devices

See Note 2

Temporary concrete barrier.

See Note 4

TAPER AREA (

(optional)

BUFFER SPACE

VARIABLE WORK SPACE

(See Length and Spacing Table)

(optional)

BUFFER SPACE

TAPER AREA

50' - 100')

(50' - 100') with a crash cushion. Include reflectors on barrier at 25' intervals.

See Note 3

10' min.

may be changed to fit field conditions as approved by the CO.

Final location and spacing of temporary traffic control devices to provide access to work space.

Reduce or eliminate drums and barrier in downstream taper if necessary the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in when access is not needed.

Place channelizing devices at downstream taper during non-work hours or

Section 156.

For project specific minimum width, refer to Special Contract Requirements, barrier ends outside the work zone clear zone or protect the barrier ends

Place barrier according to the AASHTO Roadside Design Guide. Terminate

6.

5.

4.

3.

2.

1.

See Note 2

See Note 2

E d g e o f p a v e m e n t

Single

Double ty p

SIGN POST INSTALLATION

45°45°

PLAN

Single

Double

SIGN INSTALLATION ANGLE

Ø=90°

Ø=93°

200' ±

On tangent alignment Ø=93°

PROFILE

NOTE:

NO SCALE SIGN INSTALLATION DETAILS

TRAFFIC CONTROL

TEMPORARY

6' m in lag bolts with washers

" diameter galvanized 8

2.

1.

3.Paint the back of sign panels.

per post.

-inch diameter bolts8 3Attach sign panels with a minimum of 2-stained round posts.

Install signs in accordance with part VI of the MUTCD, using estimated length 13' post, treated timber

6" round

Local tangent

N.10

STATE PROJECT

D e c e m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll n j.

d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y for details

See Table on Sheet P.16

Drilled breakaway holes