Prelim Plans_CA NP KICA PMS(1).pdf

PROJECT MANAGER

PLANS FOR PROPOSED PROJECT

SPECIFICATION:

TYPE OF CONSTRUCTION:

K. GRAY

PLANS PREPARED BY

FOR

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

Resurfacing

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

APPROVED:

A.1

Western Federal Lands Highway Division

Chief of Engineering

CALIFORNIA KEY MAP

OREGON

N E

V A

D A

A R

IZ

O N

A

MEXICO

ALTURAS

REDDING

STOCKTONOAKLAND

FRESNO

EUREKA

UKIAH

SANTA BARBARA

LOS ANGELES

SAN DIEGO

SACRAMENTO

SAN FRANCISCO

SAN JOSE

CRESENT CITY

BAKERSFIELD

BARSTOW

SAN LUIS

OBISPO

SALTON

SEA

GOOSE

LAKE

LAKE

TAHOE

P A

C I F I

C

O C

E A

N

MERCED

REDWOOD NP

LASSEN

VOLCANIC NP

YOSEMITE NP

SEQUOIA NP

KINGS CANYON NP

DEATH VALLEY NP

JOSHUA TREE NPSAN BERNADINO

RIVERSIDE

CHICO

99 80

LENGTH BASE 14.70 MILES & PARKING AREAS

NPS PMIS No. XXXXXX

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

NO SCALE

By Letter

KICA CEDAR GROVE

PAVEMENT PRESERVATION

KINGS CANYON NATIONAL PARK (KICA)

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

NPS PMIS NO. 257475

CA NP KICA PMS(1)

CALIFORNIA

FRESNO COUNTY

Projects, FP-24 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

Kings Canyon National Park

Superintendent, X-X-2026

LENGTH OPTION X: CANYON VIEW CAMPGROUND 0.84 MILES

PROJECT

NUMBER

SHEET

S h e e ts A ti tl e s h e e t.

d g n

A u g

A

M

CA NP KICA PMS(1)

DATE

DATE

PROJECT LOCATION

PRELIM

INARY NOT FOR CONSTRUCTION

TYPICAL SECTIONS

NOTE:

C.1

NO SCALE

Construction Limits Construction Limits

Grade Varies Grade Varies

Var ies

Varies

MICRO SURFACING

TYPICAL SECTION

Existing asphalt surface

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

CL

Existing pavement section

Varies

See Section 409. See Section D for locations.

Section 414 and 418 before applying micro surfacing.

3. Seal or fill cracks and patch surface according to operations.

other appurtenances during all surface treatment manholes, snow pole sleeves, water valves, and all concrete and cobble stone islands, stone wall, stone curbs, concrete curb & gutter, concrete barriers,

2. Protect existing project timber curbs, asphalt curbs, for width and extent of asphalt surface treatment.

1. See Tabulation of Surfacing Quantities Sheets D.1-D.2

Construction Limits onstruction LimitsC

Var ies

Grade varies Grade varies asphalt surface

Existing

1:4

LC

method 2, 2-inch depth

Full depth reclamation, Varies

3-inch compacted depth

Asphalt Concrete Pavement appearance.

as necessary for drainage and pavement. Shape and compact after placement of asphalt

Roadway Aggregate, Method 2

Shoulder up with

Varies aggregate shoulder

Construct

SHOULDER EDGE DETAIL

type 2 or 3

, Micro surfacing

FOOTNOTE:

directed.

grade and width of the slip as edge of pavement to match the taper approximately 6'-0" from the

[1] At campground slips extend the

10'-0"

[1] Method 2, 3-inch depth

Roadway Aggregate, 2" FULL DEPTH RECLAMATION)

(3-INCH OVERLAY AND 3-INCH AGGREGATE AND

CANYON VIEW CAMPGROUND ROADS

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

OPTION X

PROJECT

NUMBER

SHEET

NPS PMIS No. 257475

S h e e ts C C

T y p ic a l S e c ti o n .d g n

A u g

A

M

CA NP KICA PMS(1)

Greater than 1"

CRACK SEALING AND FILLING

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

C.2 with existing surface

Strike off material to flush flush with the existing surface

Ensure all remaining overband is

CRACK SEALING CRACK FILLING

" to 1"4 crack material

Seal crack with hot applied

(22' width).

2. Parking area crack sealing converted to units of miles

1. Seal and fill cracks at locations designated by the CO.

NO SCALE

material flush with existing surface

Fill crack with hot-applied asphalt aggregate-filled mastic

PROJECT

NUMBER

SHEET

NPS PMIS No. 257475

C

C r a c k S e a li n g a n d F il li n g .d g n

D e c

A

M

CA NP KICA PMS(1)

to a depth of 10" base and subgrade material Remove damaged pavement, pavement Existing base course Existing

NOTE:

FULL DEPTH PATCH TYPE 2

FULL DEPTH PATCH TYPE 1

to a depth of 4" base and subgrade material Remove damaged pavement, pavement Existing base course Existing

Fog seal

C.3

PATCH TYPE 1 & 2 DETAILS

ASPHALT CONCRETE PAVEMENT

NO SCALE

conditions encountered at time of construction.

1. Extent of patch to be determined by the CO based on

[1]

V a r ie s

V a r ie s

Pay Limits

Pay Limits

Tack coat

Tack coat

Fog seal

Stabilization geogrid(Place in two equal lifts)

4" Asphalt Concrete Pavement

6" Crushed aggregate

[1]

(Place in two equal lifts) 4" Asphalt Concrete Pavement

FOOTNOTE:

aggregate and existing base course.

Place stabilization geogrid between bottom of crushed around the perimeter of the patch

Tack coat the existing asphalt concrete pavement around the perimeter of the patch Tack coat the existing asphalt concrete pavement

PROJECT

NUMBER

SHEET

NPS PMIS No. 257475

C C .3 p a tc h t y p e a n d .d g n

D e c

A

M

CA NP KICA PMS(1)

CA NP KICA PMS(1)

SHEET

NUMBER

PROJECT

D.4

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

0 4 8 Miles

KINGS CANYON

NATIONAL PARK

KEY MAP

AREA

MAP 1 AREA

MAP 2

AREA

MAP 3

AREA

MAP 4

AREA

MAP 5

Fresno County Dept. PWP, Sequoia and Kings Canyon NP, Bureau of Land Management, Esri, HERE, Garmin, NGA, USGS, NPS

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p ro je ct f ol de rs

\A R C

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P R O

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KI

CA

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8/

/2

2:

P

M NPS PMIS No.: 257475

STATE ROUTE 180

ROUTE 0015

GRANT GROVE

ROAD

(NO WORK)

ROUTE 0010

GENERALS HIGHWAY

HISTORIC

(NO WORK)

BIG STUMP

ENTRANCE STATION

HIGHWAY 180

TO FRESNO

60 MILES

ASH MOUNTAIN

ENTRANCE STATION

HIGHWAY 198 TO

VISALIA 36 MILES

LEGEND:

Micro Surfacing Type 2

Micro Surfacing Type 3

No Work Unless Noted Otherwise

National Park Service Boundary

Bridge Structure0#P

2" Full Depth Reclamation and 3" Roadway Aggregate and 3" Asphalt Concrete Pavement (OPTION X)

ROUTE 0427

CEDAR GROVE

WATER TANK ROAD

(NO WORK MP 0.10 TO END)

ROUTE 0427

CEDAR GROVE

WATER TANK ROAD

ROUTE 0206CZ

SHEEP CREEK CAMPGROUND ROAD C

ROUTE 0206DZ

SHEEP CREEK CAMPGROUND ROAD D

ROUTE 0206GZ

SHEEP CREEK CAMPGROUND ROAD G

ROUTE 0206EZ

SHEEP CREEK CAMPGROUND ROAD E

ROUTE 0206FZ

SHEEP CREEK

CAMPGROUND

ROAD FROUTE 0206BZ

SHEEP CREEK

CAMPGROUND

ROAD B

ROUTE 0206AZ

SHEEP CREEK CAMPGROUND ROAD A

ROUTE 0205

NORTH SIDE ROAD

ROUTE 0011

CEDAR GROVE ROAD

MP

001P

004P

LEWIS CREEK BRIDGE

MILEPOST 0.211 - 0.217

(EPOXY OVERLAY)

LOWER SOUTH FORK KINGS

RIVER BRIDGE

MILEPOST 0.708- 0.744

(EPOXY OVERLAY)

CA NP KICA PMS(1)

SHEET

NUMBER

PROJECT

D.5

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

0 1,000 2,000 Feet

KINGS CANYON

NATIONAL PARK

AREA MAP 1

Fresno County Dept. PWP, Sequoia and Kings Canyon NP, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, NGA, USGS

C:

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p ro je ct f ol de rs

\A R C

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CA

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2:

P

M NPS PMIS No.: 257475

SEQUOIA

NATIONAL

FOREST

KINGS CANYON

NATIONAL

PARK

STATE ROUTE 180

LEGEND:LEGEND:

Micro Surfacing Type 2

Micro Surfacing Type 3

No Work Unless Noted Otherwise

National Park Service Boundary

Bridge Structure0#P

ROUTE 0402AZ

PICNIC ESTATES HOUSING ROAD A

(NO WORK MP 0.29 TO END)

ROUTE 0914

CEDAR GROVE

MAINTENANCE AREA

ROUTE 0918AZ

CEDAR GROVE

VISITOR CENTER

PARKING

ROUTE 0918BZ

SENTINEL CAMPGROUND

GROUP PARKING

ROUTE 0919Z

WOLVERTON CORRAL

FACILITY

ROUTE 0922

CANYON VIEW

PARKING

ROUTE 0917Z

CEDAR GROVE VILLAGE

PICNIC PARKING

(NO WORK)

ROUTE 0916Z

CEDAR GROVE

VILLAGE PARKING

ROUTE 0209BZ

MORAINE CAMPGROUND

ROAD B

ROUTE 0209EZ

MORAINE CAMPGROUND

ROAD E

ROUTE 0207CZ

SENTINEL

CAMPGROUND

ROAD C

ROUTE 0209FZ

MORAINE CAMPGROUND ROAD F

ROUTE 0209CZ

MORAINE CAMPGROUND ROAD C

ROUTE 0208BZ

CANYON VIEW

CAMPGROUND

ROAD B

(OPTION X)

ROUTE 0208AZ

CANYON VIEW

CAMPGROUND ROAD A

(OPTION X)

ROUTE 0402BZ

PICNIC ESTATES

HOUSING ROAD B

ROUTE 0207EZ

SENTINEL

CAMPGROUND

ROAD E

ROUTE 0207DZ

SENTINEL

CAMPGROUND

ROAD D

ROUTE 0207BZ

SENTINEL

CAMPGROUND

ROAD B

ROUTE 0401Z

DEATH VALLEY DRIVE

ROUTE 0208CZ

CANYON VIEW

CAMPGROUND ROAD C

(OPTION X)

ROUTE 0209DZ

MORAINE

CAMPGROUND

ROAD D

ROUTE 0402AZ

PICNIC ESTATES

HOUSING ROAD A

ROUTE 0207AZ

SENTINEL CAMPGROUND

ROAD A

ROUTE 0209AZ

MORAINE

CAMPGROUND ROAD A

ROUTE 0400Z

CEDAR LANE

ROUTE 0205

NORTH SIDE

ROAD

ROUTE 0011

CEDAR GROVE

ROAD

Staging area (gravel)

006P

CEDAR GROVE BRIDGE

(NO WORK)

MP

MP 3

CA NP KICA PMS(1)

SHEET

NUMBER

PROJECT

D.6

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

0 1,000 2,000 Feet

KINGS CANYON

NATIONAL PARK

AREA MAP 2

Fresno County Dept. PWP, Sequoia and Kings Canyon NP, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, NGA, USGS

C:

\M

IS

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p ro je ct f ol de rs

\A R C

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P R O

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CA

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7/

/2

9:

A

M NPS PMIS No.: 257475

LEGEND:

Micro Surfacing Type 2

Micro Surfacing Type 3

No Work Unless Noted Otherwise

National Park Service Boundary

Bridge Structure0#P

2" Full Depth Reclamation and 3" Roadway Aggregate and 3" Asphalt Concrete Pavement (OPTION X)

ROUTE 0923

KNAPP’S CABIN PARKING

ROUTE 0404

CANYON VIEW SERVICE ROAD

(NO WORK)

ROUTE 0011

CEDAR GROVE ROAD

Staging area (gravel)

Park Boneyard Remove 100 CUYD of waste (Various asphalt, gravel, and concrete piles) As directed

MP 4

CA NP KICA PMS(1)

SHEET

NUMBER

PROJECT

D.7

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

0 1,000 2,000 Feet

KINGS CANYON

NATIONAL PARK

AREA MAP 3

Fresno County Dept. PWP, Sequoia and Kings Canyon NP, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS

C:

\M

IS

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G

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p ro je ct f ol de rs

\A R C

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CA

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/2

9:

A

M NPS PMIS No.: 257475

LEGEND:

Micro Surfacing Type 2

Micro Surfacing Type 3

No Work Unless Noted Otherwise

National Park Service Boundary

Bridge Structure0#P

2" Full Depth Reclamation and 3" Roadway Aggregate and 3" Asphalt Concrete Pavement (OPTION X)

ROUTE 0924

ROARING RIVER

FALLS PARKING

ROUTE 0011

CEDAR GROVE ROAD

003P

ROARING RIVER BRIDGE

MILEPOST 4.735 - 4.756

(EPOXY OVERLAY)

005P

UPPER SOUTH FORK

KINGS RIVER BRIDGE

MILEPOST 5.179 - 5.208

(EPOXY OVERLAY)

002P

GRANITE CREEK BRIDGE

MILEPOST 6.029 - 6.034

(EPOXY OVERLAY)

MP 5

MP

CA NP KICA PMS(1)

SHEET

NUMBER

PROJECT

D.8

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

0 1,000 2,000 Feet

KINGS CANYON

NATIONAL PARK

AREA MAP 4

Fresno County Dept. PWP, Sequoia and Kings Canyon NP, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS

C:

\M

IS

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G

IS

C

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p ro je ct f ol de rs

\A R C

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P R O

P R O

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CA

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CA

.a pr x

7/

/2

:2

AM

NPS PMIS No.: 257475

LEGEND:

Micro Surfacing Type 2

Micro Surfacing Type 3

No Work Unless Noted Otherwise

National Park Service Boundary

Bridge Structure0#P

2" Full Depth Reclamation and 3" Roadway Aggregate and 3" Asphalt Concrete Pavement (OPTION X)

Width Length

FT FT

8580-001P Lewis Creek Bridge 24 34 91

8580-002P Granite Creek Bridge 24 34 91

8580-003P Roaring River Bridge 24 110 293

8580-004P Lower South Fork Kings River Bridge 24 184 491

8580-005P Upper South Fork Kings River Bridge 24 144 384

THIN EPOXY POLYMER OVERLAY

57902-0000

RemarksBridge Number

Route 0011 Cedar Grove Road MP 0.708

Route 0011 Cedar Grove Road MP 5.179

1,350

Route 0011 Cedar Grove Road MP 0.211

SQYD

Route 0011 Cedar Grove Road MP 6.028

Bridge Name

Route 0011 Cedar Grove Road MP 4.735

ROUTE 0927

ZUMWALT

MEADOW PARKING

ROUTE 0928Z

ROAD’S END

INFORMATION PARKING

ROUTE 0929Z

ROAD’S END

RESTROOM PARKING

ROUTE 0930Z

COPPER CREEK

TRAIL PARKING

ROUTE 0931Z

ROAD’S END LONG

TERM PARKING

ROUTE 0011

CEDAR GROVE ROAD

MP 7

CA NP KICA PMS(1)

SHEET

NUMBER

PROJECT

D.9

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

0 1,000 2,000 Feet

KINGS CANYON

NATIONAL PARK

AREA MAP 5

Fresno County Dept. PWP, Sequoia and Kings Canyon NP, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, NGA, USGS

C:

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p ro je ct f ol de rs

\A R C

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9:

A

M NPS PMIS No.: 257475

LEGEND:

Micro Surfacing Type 2

Micro Surfacing Type 3

No Work Unless Noted Otherwise

National Park Service Boundary

Bridge Structure0#P

2" Full Depth Reclamation and 3" Roadway Aggregate and 3" Asphalt Concrete Pavement (OPTION X)

22' - 26' 20' min.

8'

STRIPING

PARALLEL PARKING DETAIL A

9'

20'

STRIPING

DIAGONAL PARKING

white edge line

4" solid single

Existing curb or parking edge line

STRIPING

HEAD-ON PARKING

white edge line

4" solid single

Existing curb or parking edge line

18'

9'

5' 5' (min.)

18"

18"

9' (min.)

(min.)

9'

I I

9'

(min.) or(min.)

line border single blue

4" solid edge line

(or blue) single white

4" solid line border single blue

4" solid stop

Wheel parking edge line

Existing curb or parking edge line

Existing curb or

12"x9"

R99B (CA)

VAN

ACCESSIBLE

MINIMUM

FINE $250

MINIMUM

FINE $250 12"x9"

R99B (CA)

MINIMUM

FINE $250

MINIMUM

FINE $25012"x9"

R99B (CA)

(min.)

18'

20' (min.)

20' (min.)

12"x9"

R99B (CA)

12"

28" Detail A pavement

Edge of

18"

Varies

V a r ie s

NO SCALE

IN PARKING AREAS

PAVEMENT MARKINGS

[1]

12"x18"

R99 (CA)

or

R7-8

12"x18"

R99 (CA)

or

R7-8

12"x18"

R99 (CA)

or

R7-8

12"x18"

R99 (CA)

or

R7-8

12"x6"

R7-8P or

12"x9"

R7-8B (CA)

[2]

[4]

PARKING

ONLY

PARKING

ONLY

PARKING

ONLY

PARKING

ONLY

[1]

12"x6"

R7-8P or

12"x9"

R7-8B (CA)

[1]

VAN

ACCESSIBLE

diagonal line

(or blue) single white

4" solid edge line

(or blue) single white

4" solid parking stalls van accessible

12' (min.) for or

9' (min.)

[4] diagonal line

(or blue) single white

4" solid

[2]

36"x36" (min.) (typ.)

on blue background

White symbol and border

[1]

[5]

[5] edge line.

4" solid white

[5]

ACCESS AISLE)

(NON ADA/ABA

NO PARKING HATCH

stop

Wheel parking stalls van accessible

12' (min.) for

WITH HATCHED ACCESS AISLE

HEAD-ON PARKING

CAR AND VAN ACCESSIBLE SPACE

[3]

(typ.)

Sign post Wheel stop

[2]

WITH HATCHED ACCESS AISLE

DIAGONAL PARKING

CAR AND VAN ACCESSIBLE SPACE

20' min.

8'

5'

CAR PARKING STRIPING

PARALLEL ACCESSIBLE

spaces required, at least one shall be a van accessible space.

Van Parking Spaces. For every six or fraction of six parking*

* Chart based on "2010 ADA/ABA Accessibility Guidelines".

4"

1,001 and over

501 to 1,000

401 to 500

301 to 400

201 to 300

151 to 200

101 to 150

76 to 100

51 to 75

26 to 50

1 to 25

Accessible Spaces

Number of Required

Minimum

Parking Facility

Provided in

Parking Spaces

Total Number of or fraction there of over 1000

20 plus 1 for each 100, 2 percent of total

SPACES IN PARKING FACILITY

REQUIRED ACCESSIBLE

18"

F.3 as yellow in the Quantity Tabulations or otherwise noted.

Use only 4" Type B solid white edge lines unless specified[5]

No. 63401-0000.

Subsidiary to Hatched Area Pavement Marking Item

"NO PARKING" white letters a minimum of 12" high. [4] specified in the Quantity Tabulations.

Install 4"X4" wood posts conforming to 718.04(a) when[3] vehicles over the required width of walkway.

Wheel stop if required to prevent encroachment of[2] the ground surface measured to the bottom of the sign.

Mount signs with a 5'-0" minimum vertical clearance above the Quantity Tabulation.

Place signs matching parking details when specified in[1]

FOOTNOTE:

5. Dimensions are to center-line of stripe.

spaces.

4. Use blue edge lines on concrete surfaces for Accessible and words, or as directed by the CO.

Match existing pavement marking configurations, symbols

3. Dimensions shown are for informational purposes only.

the "Standard Highway Signs", latest edition.

2. Place letters, numerals, and symbols that conform with on Uniform Traffic Control Devices" (MUTCD), current edition.

1. Provide pavement markings in accordance with the "Manual

PROJECT

NUMBER

SHEET

NPS PMIS No. 257475 p a v e m e n t m a r k in g s i n p a r k in g a r e a s .d g n

A u g

A

M

CA NP KICA PMS(1)

SYMBOLS AND WORDS

PAVEMENT MARKINGS

I 1

"2

4" TypicalWORD MARKING

"NO PARKING"

6.75'

13.5" 6" 45"

I 1

"2

WORD MARKING

"RV PARKING"

13.5" 6" 45"

1'

(W

HI

TE

M

ARKI

NGS)

9.5'

10'

CHEVRON SYMBOL

SPEED BUMP

of Lane Center

WORD MARKING

"VAN"

29.1"

20.5" 6" 27"

"2

WORD MARKING

"BUS ONLY"

NOTE:

SQFTTYPE

PAVEMENT MARKING AREAS

F.4

[1]STOP LINE

"STOP" WORD MARKING

STOP LINE INCLUDING

RV PARKING Word Marking

VAN Word Marking

Chevron Symbol

Stop Line Including STOP Word Marking

NO PARKING Word Marking

BUS ONLY Word Marking

NO SCALE

purposes only.

A 12' lane width was assumed for estimating

Extend stop line across the width of the lane.[1]

FOOTNOTE:

symbols and words, or as directed by the CO.

3. Match existing pavement marking configurations, current edition.

conform with the "Standard Highway Signs",

2. Place letters, numerals, and symbols that

Devices" (MUTCD), current edition.

with the "Manual on Uniform Traffic Control

1. Provide pavement markings in accordance

PROJECT

NUMBER

SHEET

NPS PMIS No. 257475 p a v e m e n t m a r k in g s s y m b o ls a n d w o r d s .d g n

D e c

P

M

CA NP KICA PMS(1)

NO SCALE

shown in the Striping Plans

Blue background when border in the Striping Plans

White border when shown

NOTE:

LANE-USE ARROW

THROUGH

TURN LANE-USE ARROW

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

"STOP" WORD MARKING "YIELD" WORD MARKING "ONLY" WORD MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

PARKING SPACE MARKING

ACCESSIBILITY

PAVEMENT MARKING AREAS

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only)

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

TYPE

Striping Plans.

accessibility symbol unless a border is shown in the

The Accessibility Parking Space marking only includes the to size all letters, numerals and symbols.

Use the current edition of the "Standard Highway Signs"

(MUTCD), current edition.

with the ''Manual on Uniform Traffic Control Devices''

Place pavement word and symbol markings in accordance

3.

2.

1.

SQFT

14"12"14"

.5

.5

30" 30" 12"

"8

30" 30" 12"

"8

33"

27"

27"

33"

14"

6'

R

R

R

R

.7

.7

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

8"

4" typical

6.75' 7' 6'

4" minimum ty p ty p

4" minimum 4" typical

8' 9.75'

45"

24" minimum

3"R

3"R m in im u m

3"R

6" R

9" R

3" minimum

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

SYMBOLS AND WORDS

PAVEMENT MARKINGS

634-1W

FP-24, FP-14

9/2024

WFLHD DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

P

M

D e c e m b e r

D e t

W

J

T r a n s p o r ta ti o n

W X

X Z

W F L I D I Q

W X

X Z F

N

C A

K I C

A P a v e P r e s F

H W

A

N C

A D

D S h e e ts F

W .d g n

PROJECT

NUMBER

SHEET

NPS PMIS No. 257475

CA NP KICA PMS(1) F.5

4" broken yellow centerline

NOTE:

required by the maintaining agency.

pavement markings when shown on the plans or when

Typical pavement marking widths are shown. Use wider details for curve widening transition locations.

throughout the curve widening area. See staking the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

Minor approach

Major approach road

Turnout break shown in plans extension when edge line when shown in plans line when shown in plans

Edge line when shown in plans

Centerline as required

Design centerline and location of top lift pavement joint

Offset centerline for pavement markings

Edge line when shown in plans markings when shown

Approach road pavement allow sufficient sight distance yellow centerline line extension

Edge of pavement required by the maintaining agency when shown in the plans or when

Increase spacing between parallel lines

CENTERLINE DETAIL

s L

L s

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s Curve widening

Transition

Transition

S h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e l

S h o u ld e r

L a n e

L a n e w

L w

L s

L w s w w

10'30'10'30'10'

2' to 6'

2'

4" dotted white line

4" solid white edge line

4" solid white edge

4" solid double

4" dotted white

Locate 12" wide stop line to m a x m in

PAVEMENT MARKINGS

LINEAR

634-2W

FP-24, FP-14

9/2024

WFLHD DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

P

M

D e c e m b e r

D e t

W

J

T r a n s p o r ta ti o n

W X

X Z

W F L I D I Q

W X

X Z F

N

C A

K I C

A P a v e P r e s F

H W

A

N C

A D

D S h e e ts F

W .d g n

PROJECT

NUMBER

SHEET

NPS PMIS No. 257475

CA NP MULTI PMS(1) F.6

STRIPING

MISCELLANEOUS ROADWAY

PAVEMENT MARKINGS

6' - 12' ty p pavement

Edge of

[1]CROSSWALK STRIPING

F.7 as directed by CO controlled locations only lines at stop sign

12" solid white transverse traffic flow as directed by CO.

Apply longitudinal lines parallel to the line between adjacent lines.

strip and center travel lane center on centerlane and edge

24" solid white longitudinal lines, pavement

Edge of

[2]YEILD LINE STRIPING

[3][4]24"

[3][[4]36" ty p o f tr a v e l

D ir e c ti o n locations only as directed by CO.

teeth) at yield sign controlled

Solid white yield line (shark direction.

Dimensions may be reduced at CO [4] base dimension.

Triangle height is equal to 1.5 times the[3] assumed for estimating purposed only.

full width of lane. A 12' lane width was

Extend yield line (shark teeth) across[2] of the roadway.

Extend crosswalk across the full width[1]

FOOTNOTE:

or as directed by the CO.

configurations, symbols and words,

2. Match existing pavement marking

Devices" (MUTCD), current edition.

with the "Manual on Uniform Traffic Control

1. Provide pavement markings in accordance

PROJECT

NUMBER

SHEET

NPS PMIS No. 257475

F p a v e m e n t m a r k in g m is c r o a d w a y s tr ip in g s p e c ia l.

d g n

A u g

A

M

CA NP KICA PMS(1)