NP NER PMS BMS FY25(2)_details_adv.pdf

cross slope Match existing

Limits of disturbance

MILL AND OVERLAY

EDIS-0010 (HONEYSUCKLE AVENUE)

PAVEMENT PRESERVATION TYPICAL SECTION

See Road Inventory Reports For Roadway or Surface Dimensions

Asphalt Pavement Milling, 2-inch depth

Existing asphalt pavement

Existing aggregate base

Existing asphalt surface cross slope Match existing

Existing ground (typ.)

See Note 3 seal's color and aggregate selection.

See Subsection 407.03A for the requirements of chip

Limit work to the footprint of existing pavement.

stations within project limits.

Do not disturb existing loop detectors or count treatment.

materials prior to placing pavement preservation

Remove pavement markings or other deleterious preservation treatment operations.

and all other appurtenances during all pavement

Protect all curbs, sidewalks, manholes, water valves, pavement preservation treatment.

according to Detail E414-01 prior to applying

Pavement Patch Typical Section and seal/fill cracks

Patch surface according to Asphalt Concrete

Install inlet protection as approved.

7.

6.

5.

4.

3.

2.

1.

NOTES:

C L

Asphalt Concrete Pavement, 1.5-inch depth

NOT TO SCALE

Chip Seal, Type 1C (See Note 7)

Sheet 1 of 5

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

B01

NPS PMIS NO. 341149, 341529, 341193, 341541, 341542

NP NER PMS BMS FY25(2)

cross slope Match existing

Limits of disturbance

MICRO SURFACING

PAVEMENT PRESERVATION TREATMENT

Existing ground (typ.)

NOTES:

See Road Inventory Reports For Roadway or Surface Dimensions

Micro surfacing, type 2

Existing asphalt pavement

Existing aggregate base

Existing asphalt surface

NO SCALE

Limit work to the footprint of existing pavement.

stations within project limits.

Do not disturb existing loop detectors or count treatment.

materials before placing pavement preservation

Remove pavement markings and other deleterious preservation treatment operations.

features adjacent to the work during pavement

Protect all curbs, sidewalks, utilities, and other applying pavement preservation treatment.

cracks according to Detail E414-01 before

Pavement Patch Typical Section and seal or fill

Patch surface according to Asphalt Concrete

Install inlet protection as approved.

6.

5.

4.

3.

2.

1.

the original wheelstop locations.

reset existing wheelstops or place new wheelstops at

After pavement preservation treatment is complete, Replace previously damaged wheelstops as directed.

operations at no additional cost to the Government.

Replace any wheelstops damaged by the Contractor's

Subsection 401.06. Do not damage wheelstops.

pavement preservation treatment area according to

Remove wheelstops and prepare the surface of the 7.

C L

Sheet 2 of 5

U.S. DEPARTMENT OF TRANSPORTATION

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TYPICAL SECTIONS

PROJECT

B02

Limits of disturbance

THIN LIFT ASPHALT OVERLAY

PAVEMENT PRESERVATION TREATMENT

See Road Inventory Reports For Roadway or Surface Dimensions

(Thin lift asphalt overlay) -inch depth, PG 64-224

<0.3 million ESAL, ACP, Gyratory mix, No. 4 sieve NMSA, Existing asphalt pavement

Existing aggregate base

Existing asphalt surface cross slope Match existing

Existing ground (typ.)

Tack coat

Limit work to the footprint of existing pavement.

stations within project limits.

Do not disturb existing loop detectors or count treatment.

materials before placing pavement preservation

Remove pavement markings and other deleterious preservation treatment operations.

features adjacent to the work during pavement

Protect all curbs, sidewalks, utilities, and other applying pavement preservation treatment.

cracks according to Detail E414-01 before

Pavement Patch Typical Section and seal or fill

Patch surface according to Asphalt Concrete

Install inlet protection as approved.

6.

5.

4.

3.

2.

1.

NOTES:

transitional milling at curbs, sidewalks, and ramps.

See "Typical Sections, Transition Milling Detail" for roadway elevations according to Detail E401-01.

Construct pavemet transitions to match existing the original wheelstop locations.

reset existing wheelstops or place new wheelstops at

After pavement preservation treatment is complete, Replace previously damaged wheelstops as directed.

operations at no additional cost to the Government.

Replace any wheelstops damaged by the Contractor's

Subsection 401.06. Do not damage wheelstops.

pavement preservation treatment area according to

Remove wheelstops and prepare the surface of the

9.

8.

7.

NO SCALE

C L

Sheet 3 of 5

U.S. DEPARTMENT OF TRANSPORTATION

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TYPICAL SECTIONS

PROJECT

B03

(ft) *

Milling width

(in)

Milling depth

3 to 4

2 to 3

1 to 2

0 to 1

VIEW A

See Pavement Preservation Typical Section, Thin lift Asphalt Overlay

(Parking Areas)

TRANSITIONAL MILLING TABLE

(See Transitional Milling Table)

Asphalt Pavement Milling, Width Varies

Mill existing asphalt concrete pavement

(See Transitional Milling Table)

Existing ACP

Existing base

* See Notes 1, 2 and 3.

m in existing in any direction.

finished treatment will have a slope no steeper than slope is steeper than 2.08 percent, extend milling so existing slope is steeper than 2.08 percent. If existing steeper than 2.08 percent in any direction unless ensure the finished treatment will have a slope no

Extend milling at accessible parking spaces and aisle to direction of the ramp approach.

that there is no more than a 5 percent grade at any

Extend milling width at accessibility ramps to ensure

Transitional Milling Table or as directed.

gutter elevations by milling according to View A and

Match existing sidewalk, accessibility ramps, and

NO SCALE

NOTES:

3.

2.

1.

gutter or walkway

Existing concrete

TRANSITION MILLING DETAIL

Sheet 4 of 5

U.S. DEPARTMENT OF TRANSPORTATION

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TYPICAL SECTIONS

PROJECT

B04 at a time to maintain traffic.

Perform asphalt pavement patching one lane asphalt pavement patching activities.

limits along the roadway prior to beginning

Coordinate with the CO to identify patching base and/or subgrade removed.

according to Section 302 for the portion of the

Place and compact crushed aggregate according to Section 418.

Patch asphalt concrete pavement areas with the CO.

encountered at time of construction and verify

Determine patching limits based on conditions

Install inlet protection as approved.

C

12" 12"

V a r ie s

L Road of pavement to distressed area parallel/perpendicular

Patch saw cut Pavement patching limits pavement edge patch limit to the edge, extend the of the pavement is within 24"

If patch limit

ASPHALT CONCRETE PAVEMENT PATCH

PLAN VIEW

m in

NOTES:

Pavement Distress

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

SECTION A-A

full depth (typ.)

Saw cut vertical face

Remove pavement to expose subbase, or subgrade perimeter (typ.)

Apply tack coat to patch

3' min.

Varies

ACP, type I (match depth of existing asphalt) or 4" min. thickness if the existing pavement is less.

Place in 2 equal lifts, min.

Apply tack coat between asphalt lifts

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

SECTION A-A

See Pavement Preservation Typical Section for final surface treatment

Existing ground (typ.)

NO SCALE

6"

3' min.

Varies

Remove the pavement, base, and subgrade a min. of 10"

See Pavement Preservation

Typical Section for final surface treatment perimeter (typ.)

to patch

Apply tack coat ground (typ.)

Existing full depth (typ.)

vertical face

Saw cut

Limit of undercut crushed aggregate

Backfill with min. 6"

ACP (typ.)

Existing

Existing ACP (typ.)

6.

5.

4.

3.

2.

1.

ACP, type I (match depth of existing asphalt) or 4" min.

thickness if the existing pavement is less.

Place in 2 equal lifts, min.

Apply tack coat between asphalt lifts

Separation geotextile, woven

ASPHALT PAVEMENT PARTIAL DEPTH PATCH, TYPE 3

2-inch depth (min.)

Mill exixting asphalt pavement, Type II, 2-inch depth (min.)

Asphalt concrete pavement, Existing aggregate base

Asphalt tack coat Existing asphalt pavement

Saw cut existing pavement

Sheet 5 of 5

U.S. DEPARTMENT OF TRANSPORTATION

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TYPICAL SECTIONS

PROJECT

B05

CONCRETE REPAIR DETAILS

1 1 of

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RG / BRP NO.DATEBRIDGE PLAN SHEETSCALEPROJECT TEAM LEADCHECKED BYDRAWN BYDESIGNED BY

August 2026Carlos Pena MarshCPMNNNN

REVISIONSBYDATENO.

STRUCTURE NO.

#4810-033P

STRUCTURE NAME

TURNTABLE BRIDGE

FEATURES INTERSECTED LOCATION

N/A STEAMTOWN NATIONAL HISTORIC SITE

CONCRETE REPAIR DETAILS

1 1 of

R01

PROJECT

NUMBER

SHEET

NP NER PMS BMS FY25(2)

NPS PMIS No. 341149, 341529, 341193, 341541, 341542

R01 /1

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C o n c re te R e p a ir

D e ta il -2

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N

'' Min.2 11Existing reinforcing bars all sides '' Under cut 2

2'' Min. clr. '' Saw cut4 concrete

Face of existing

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0" in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4

Depth of concrete repair reinforcing bar

" Min. clr. above4 x x

OVERHEAD DEEP CONCRETE REPAIR

Class HES concrete or class A(AE) concrete

Zinc Anode

2"x2"-W2xW2

Steel welded wire reinforcement

2'' Min. clr.

Depth of concrete repair concrete

Face of existing

'' Saw cut4 top cut

'' Under cut all sides except2

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0'' in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4

'' Min.2 reinforcing bar

" Min. clr. below4

Existing reinforcing bars x x

VERTICAL DEEP CONCRETE REPAIR

Class HES concrete or class A(AE) concrete

Zinc Anode

2"x2"-W2xW2

Steel welded wire reinforcement

2'' Min. clr.

'' Saw cut4

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0" in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4 reinforcing bar

" Min. clr. to4

'' Under cut all sides2 concrete

Face of existing

Existing reinforcing bars '' Min.2

Depth of concrete repair x x

HORIZONTAL DEEP CONCRETE REPAIR

Class HES concrete or class A(AE) concrete

Zinc Anode

2"x2"-W2xW2

Steel welded wire reinforcement

CONCRETE CRACK REPAIR

Note:

Injection and Crack Repair.

Section 561- Structural Concrete

Repair concrete cracks according to surface

Existing concrete

Epoxy resin

(Typ.)

Injection port crack

Existing concrete

Face of existing material

Concrete repair

Existing concrete

Zinc anode

Existing reinforcing bars mortar pocket

Low-resistivity

Notes:

matches the existing concrete in texture, color and appearance.

Provide a surface finish to all concrete repair areas that 8.

reinforcement/concrete with machine bolts.

Fasten steel welded wire reinforcement to existing7.

Match existing reinforcing steel diameter and coating.

Replace reinforcing steel with section loss of 25% or more.6.

to Section 203.

abrasive blasting, or water jetting as required according

Clean existing steel and concrete by wire brush,5.

to existing steel reinforcement.

existing reinforcement, without incurring any damage concrete or to a depth of at least 1-inch clear of

Remove loose and deteriorated concrete to sound4.

perimeter around the designated repair area.

inch deep along a square or rectangular 4

Saw cut 3.

according to Subsection 725.16, as approved by the CO.

Install anodes for corrosion protection on repair areas2.

Removal areas will be determined in the field by the CO.

approximate. Depth of concrete rebars may vary.

Locations of concrete repair areas and cracking are1.

ZINC ANODE INSTALLATION DETAIL

/1

/2

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'' Min.2 11Existing reinforcing bars all sides '' Under cut 2

2'' Min. clr. '' Saw cut4 concrete

Face of existing

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0" in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4

Depth of concrete repair reinforcing bar

" Min. clr. above4 x x

OVERHEAD DEEP CONCRETE REPAIR

Class HES concrete or class A(AE) concrete

Zinc Anode

2"x2"-W2xW2

Steel welded wire reinforcement

2'' Min. clr.

Depth of concrete repair concrete

Face of existing

'' Saw cut4 top cut

'' Under cut all sides except2

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0'' in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4

'' Min.2 reinforcing bar

" Min. clr. below4

Existing reinforcing bars x x

VERTICAL DEEP CONCRETE REPAIR

Class HES concrete or class A(AE) concrete

Zinc Anode

2"x2"-W2xW2

Steel welded wire reinforcement

2'' Min. clr.

'' Saw cut4

= 300 lbs.

direction. Min. pull out tension

@ max. spacing of 1'-0" in each

(length varies) with sleeve anchor

'' Dia. galvanized machine bolt4 reinforcing bar

" Min. clr. to4

'' Under cut all sides2 concrete

Face of existing

Existing reinforcing bars '' Min.2

Depth of concrete repair x x

HORIZONTAL DEEP CONCRETE REPAIR

Class HES concrete or class A(AE) concrete

Zinc Anode

2"x2"-W2xW2

Steel welded wire reinforcement

CONCRETE CRACK REPAIR

Note:

Injection and Crack Repair.

Section 561- Structural Concrete

Repair concrete cracks according to surface

Existing concrete

Epoxy resin

(Typ.)

Injection port crack

Existing concrete

Face of existing material

Concrete repair

Existing concrete

Zinc anode

Existing reinforcing bars mortar pocket

Low-resistivity

Notes:

matches the existing concrete in texture, color and appearance.

Provide a surface finish to all concrete repair areas that 8.

reinforcement/concrete with machine bolts.

Fasten steel welded wire reinforcement to existing7.

Match existing reinforcing steel diameter and coating.

Replace reinforcing steel with section loss of 25% or more.6.

to Section 203.

abrasive blasting, or water jetting as required according

Clean existing steel and concrete by wire brush,5.

to existing steel reinforcement.

existing reinforcement, without incurring any damage concrete or to a depth of at least 1-inch clear of

Remove loose and deteriorated concrete to sound4.

perimeter around the designated repair area.

inch deep along a square or rectangular 4

Saw cut 3.

according to Subsection 725.16, as approved by the CO.

Install anodes for corrosion protection on repair areas2.

Removal areas will be determined in the field by the CO.

approximate. Depth of concrete rebars may vary.

Locations of concrete repair areas and cracking are1.

ZINC ANODE INSTALLATION DETAIL

below ground line

Extend mesh

NO SCALE

SILT FENCE DROP INLET PROTECTION (TYPE A)

Bury geotextile to a

Geotextile

Frame

Drop inlet with grate

Gather excess at corners

DROP INLET PROTECTION (TYPE B)

GRAVEL AND WIRE MESH

water

Filtered

Wire mesh

Gravel filter

Sediment laden runoff

Accumulated sediment to subsection 713.16(a).

Provide silt fence drop inlet protection geotextile conforming cause inconvenience or damage.

Do not use where ponding around the structure might heavy concentrated flows are not expected.

Use type B inlet protection only in sump locations where

Use type A inlet protection in sump locations only.

5.

4.

3.

2.

1.

NOTE:

BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C)

SECTION A-A

Overflow water

Filtered

A A

Wire mesh Concrete block

Wire mesh

Drop inlet with grate

Accumulated sediment

Sediment laden runoff

Filtered water

Gravel filter

BLOCK AND GRAVEL (TYPE D)

CURB INLET PROTECTION,

SECTION B-B

Overflow

B

B

Wire mesh

Wire mesh

Curb inlet

Concrete block

Gravel filter

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inletto retain concrete blocks

WOODEN WEIR (TYPE E)

CURB INLET PROTECTION,

SECTION C-C

C alternate weight

Sand bag or

Curb inlet

Sandbag (typ.)

Wire mesh entire opening length)

Gravel (extends across

Wire mesh

Gravel filter

Emergency overflow

C

2" x 4" wood frame m a x depth of 8" (min.)

For gravel filters use 2" to 3" diameter coarse aggregate.

" openings.2

" x 2

Use wire mesh with

12" (typ.)

min.

18" m in

2'-0"

2" x 4" anchor (typ.)

2" x 4" spacer (typ.)2"

12" min.

2" x 4" wood stud, used

2" x 2" wood frame

12" 18"

6'-0"

2" x 4" weir

INLET PROTECTION

TEMPORARY

157-2

FP-24, FP-14

1/2024

FLH STANDARD

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

S01

9.

8.

7.

6.

5.

4.

3.

2.

1.

into trench.

Extend reinforcement mesh and geotextile diameter wood posts.

Use 70-inch minimum height by 3-inch of the self-fastener angle steel type.

Use 60-inch minimum height steel posts to the reinforcement mesh as directed.

inches in width and fasten adequately

Use geotextile that is a minimum of 45 of 6 line wires with 12-inch stay spacing.

of 32 inches in width and has a minimum

Use reinforcement mesh that is a minimum approval.

detail for attaching to steel posts for so they do not slide down posts. Provide

Attach geotextile and reinforcement mesh water from running around the ends.

Curve ends of silt fence upgrade to prevent

Install silt fence along ground contours.

to the manufacturer's recommendations.

Install pre-assembled silt fence according on the Erosion and Sediment Control Plan.

low-flow drainage ditches where shown

Install silt fence with Class 1 riprap only in

6"

8" trench

6"

24"

A A

JOINING TWO ADJACENT SILT FENCE SECTIONS

Flow

Staple

Posts Staple

Section A

A A

T o e o f s lo p e

Flow

Varies

Fi ll slo pe

SECTION A-A

PLAN

Varies

Flow

ELEVATION

F lo w m in

Flow

Backfilled and compacted soil

Limits of clearing vertical wires

" dia. middle and32 3Min.

6' long post (max.)

m a x im u m

S p a c in g

Geotextile

(See Note 4) reinforcement mesh

Spacing 4' (max.) with Reinforcement mesh

Spacing 10' max. with reinforcement mesh g r o u n d m in

P o s t a b o v e

Section B

Section B

PLAN

ELEVATION

of the silt fence.

flowing around the end to prevent water from

Provide sufficient length

(undisturbed)

Existing ground of the silt fence water from flowing around the end

Provide sufficient length to prevent bottom strand

" dia. top and8 1Min.

Section A

(typ.)

Geotextile

Geotextile (typ.)

6" (max.)

Staple spacing

Installation Detail (this sheet)

See Post and Geotextile into ground (min.)

Steel post driven 24"

Wood post driven 35"

Geotextile (typ.)

Geotextile (typ.)

Staple (typ.)

F lo w

WIRE-BACKED SILT FENCE WITH CHECK DAM

INSTALLATION

POST AND GEOTEXTILE

INSTALLATION AT TOE OF FILL

WIRE-BACKED SILT FENCE

vertical wires

" dia. middle and32 3Min.

bottom strand

" dia. top and8 1Min.

See Note 1 of silt fence check dam) (Use only with installation Riprap, Class 1

APPROVED FOR USE

E157-02

WIRE-BACKED SILT FENCE

FP-24, FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

05/2024

PROJECT

S02

2%

3%

4%

5%

33'

22'

16'

13'

INLET PROTECTION

set under drain inlet.

Non-woven filter fabricFl ow

FlowFlow

Fl ow

F lo w

F lo w

PLAN VIEW

Area

Undisturbed

Flow

Flow

** Adjust spacing as approved based on site conditions

* Do not install check dams on grades below 2%

50'

33'

25'

20'

PLAN VIEW

FIBER ROLL CHECK DAM

20 ft

15 ft

10 ft1V:2H or Steeper

1V:4H - 1V:2H downslope stakes equidistant between

Upslope stake, place

Flow

8' max

Flow

4' max

Contour line (typ.)

height of roll2 1to

Wood mulch or compost

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

See Note 11 ends and 36" o.c. (typ.)

Gravel bag weights at

See Note 6

Wood stake (typ.)

FIBER ROLL CHECK DAM CROSS SECTIONS

V-DITCH TRAPEZOIDAL DITCH

ENTRENCHED INSTALLATION

FIBER ROLL ISOMETRIC VIEW

requirements of Subsection 713.13.

Provide gravel bag weights meeting the inlet protection view.

use gravel bags to support them as shown on the

When fiber rolls are required on paved surfaces, months after installation.

installation and photodegradable fiber rolls 12

Replace biodegradable fiber rolls 6 months after one-half the height of the exposed fiber roll.

Remove sediment deposits when accumulation is ends 12 inches minimum and stake.

When more than one fiber roll is needed, overlap

Subsection 713.08(a).

wood stakes meeting the requirements of and 3 inches protruding above the roll. Furnish to attain a minimum of 12 inches into the ground section of 2- by 2-inch and of sufficient length

Use wood stakes with a minimum nominal cross alignment.

least 8 feet upslope at 45 degrees to the main contours. Extend both ends of the fiber roll at

Place fiber rolls on level grade and parallel to along the fiber roll.

mulch or compost on uphill side of the slope

For untrenched installation, blow or hand place of the fiber roll.

1-inch that may interfere with proper function including rocks, clods, and debris greater than

Prior to installation, clear all obstructions a minimum 12-inch diameter.

For drain inlet protection, use fiber rolls with

Use fiber rolls with a minimum 8-inch diameter.

Subsection 713.12.

Provide fiber rolls meeting the requirements of

NOTES:

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

UNTRENCHED INSTALLATION

SLOPE MAX INTERVAL

1V:4H or Flatter

LENGTH ABOVE FIBER ROLLS

MAXIMUM ALLOWABLE SLOPE

SPACING TABLE

FIBER ROLL CHECK DAM

*GRADE

DITCH SPACING (S)

CHECK DAM

8" HIGH 12" HIGH

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, the diameter of the roll (max.)

1Trench into ground

1' (min.)

12" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 2' (max.)

(typ.)

Fiber roll

FIBER ROLL OVERLAP

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NO SCALE

APPROVED FOR USEFIBER ROLL

E157-04

FP-24, FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

S03

K VALUE TABLE (ft/in)

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

NOTE:

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length =

Effective overlay thickness = 2 inches

If the posted speed is 55 MPH

Example :

(Minimum transition length=30 feet) applies), to obtain the transition length.

Use K*[e -e ]=T, or K*[d -d ]=T (whichever the posted speed of the roadway.

elevations) by the K value from the Table for

(difference between the existing and overlaid the effective overlay thickness in inches less than the value obtained by multiplying

Provide a transition length in feet that is not

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill)

NEW PAVEMENT

(Final course)

Asphalt overlay

(Depth equals overlay thickness)

Saw cut

Existing elevation (e )

Overlaid elevation (e )

(Full depth of existing asphalt pavement) Saw cut

K Transition length variable (See Table)

(For Table e - e = effective overlay thickness)

OVERLAY

d

Existing asphalt pavement

Existing base course d

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length (Variable, see Table)

(For Table, d - d = effective overlay thickness) 1 2

1 2

1 2 1 2

NO SCALE

APPROVED FOR USE

FP-24, FP-14

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

PAVEMENT TRANSITIONS

E401-01

05/2024

PROJECT

S04

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

NOTES:

from the existing surface

Squeegee excess material

4.

3.

2.

1.

crack width.

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

Force crack repair material into cracks sealing and filling cracks.

manufacturer's recommendations for according to Section 414. Follow

Prepare cracks for sealing and filling

Do not overband cracks.

filling material left above the surface.

Squeegee excess crack sealing and

Greater than 1"

See Note 3

1" or less

" below existing surface 4 " to8

Fill crack with hot applied crack filler to

Seal crack with hot-applied crack sealant below existing surface " 4

" to8

Screed material to

NO SCALE

APPROVED FOR USE

CRACK SEALING AND FILLING

ASPHALT PAVEMENT FP-24, FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E414-01

SHEET 1 of 2

PROJECT

S05

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

NOTES:

flush with the existing surface

Ensure all remaining overband is

2.

1.

crack width.

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

Force crack repair material into cracks sealing and filling cracks.

manufacturer's recommendations for according to Section 414. Follow

Prepare cracks for sealing and filling

Greater than 1"

See Note 3

1" or less flush with existing surface

Fill crack with hot-applied crack filler

Seal crack with hot-applied crack sealant with existing surface

Strike off material flush

NO SCALE

APPROVED FOR USE

FP-24, FP-14

EFLHD DETAIL

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.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

E414-01

SHEET 2 of 2

PROJECT

S06

8" 8"

8" 8"

2'-6" o r l a r g e r

D

D

#5 bars-12'' O.C.

#5 bars-6'' O.C.

#5 bars

#4 bar (typ.)

2'' (typ.)

#5 bars-12'' O.C.

#5 bars-6'' O.C.

2'' (typ.)

D

#5 bars-12'' O.C.

#5 bars-6'' O.C.

drain

Shape to

2'' (typ.)

8" 8"

D m in

D m in

(See Note 4) at 15'' centers

Ladder rungs

12"

"8

1'-11

D + 14"(min.)

2'-6" by by D + 6" " 8

1'-11

D drain Shape to

Limited Headroom

SECTION A-A

INLET, TYPE 6A-6

D m in m

D drain Shape to

SECTION A-A

LADDER RUNG

3" 3"

#5 bars

#4 bar (typ.)

A A

(For 24'' or larger pipes) (For up to 24'' pipes)

INLET, TYPE 6A-6

See Note 8

PLAN

Ample Headroom

SECTION A-A

NOTES:

grate (Curved Vane Grate) details.

See Sheet 2 of 2 for metal frame and directed.

grating for 6-inch reveal, unless otherwise

Construct Type 6A-6 metal frame and towards stormwater flow.

Ensure all grates are correctly oriented orient curved vanes in either direction.

stormwater flow. In a sump condition, Orient curved vanes toward direction of all grates are bicycle safe.

allow manufacturer's standards. Ensure for frames and grating are permitted to

Minor variations in design and dimensions where depth exceeds 4 feet.

inch square steel or wrought iron -4 or

-inch round 4 Construct ladder rungs of adjust inlets as directed.

centerline and grade. For pipes on skew, Construct inlets parallel to the roadway unless otherwise directed.

pipes and larger for "Limited Headroom", Construct Type 6A-6 inlets for 24-inch concrete block or concrete as shown.

than 4 feet in depth may be of either

At the option of the Contractor, walls less

3.

2.

1.

See Note 4

4.

8.

7.

6.

5.

R B M

NO SCALE

APPROVED FOR USE

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E604-06

Sheet 1 of 2

INLET, TYPE 6A-6

PROJECT

S07

1"

"8

(CURVED VANE GRATINGS)

FRONT ELEVATION GRATE TYPE 6A-6 MOUNTED

3" (typ.)

"8

"4

"4

"4

3'

" R8

2 (typ.)

" R8

" R (typ.)16

B B

(CURVED VANE GRATINGS)

TOP VIEW FRAME GRATE TYPE 6A-6 MODIFIED

(4) Position notches

"4

"8

"8

"2

3'-1

"4

3'-

3'- 0"

1'-4" 1'-4"

"8

"8

"8

"8 m a x

3" 3""2

2'-7

SECTION B-B

METAL FRAMES AND GRATING TYPE 6A-6 MODIFIED

V a r ie s

8" 8""8

1'-11

3""8

1'-11

"4

3"

"8

"8

"4

"2

8% "8

Single course of brick

MODIFIED (CURVED VANE GRATINGS)

SIDE ELEVATION GRATE TYPE 6A-6 VIEW A

3"

1 2"

" R4

Type 6A-6

2" R r e v e a l m a x f o r

F o r r e v e a l)

"2 at third points " diaphragm4

3 10

See View A

NOTES:

towards stormwater flow.

Ensure all grates are correctly oriented orient curved vanes in either direction.

stormwater flow. In a sump condition, Orient curved vanes toward direction of all grates are bicycle safe.

allow manufacturer's standards. Ensure for frames and grating are permitted to

Minor variations in design and dimensions

2.

1.

Type 6A-3

NO SCALE

APPROVED FOR USE

FP-24, FP-14

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.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E604-06

Sheet 2 of 2

(CURVED VANE GRATE)

METAL FRAME AND GRATE

INLET, TYPE 6A-6

PROJECT

S08

WIDTH (W)

MINIMUM

2"

1'

Ditch Shoulder Traveled Lane

W

SHOULDER

L C

FLAT BOTTOM DITCH

CURB AND GUTTER

VEE DITCH

VIEW A VIEW B

DIAMETER (D)

4"

6"

12"

15"

LP

L C

L C

Utility Area

Traveled LaneCurb

L C

LP

Traveled LaneDitch Shoulder

V a r ie s

2"

W

W/2 m in lap

12" lap

12" conditions as approved.

* Adjust depth to meet field

W/2

W

See View A

See View B

W

W

W

See View B

ShoulderDitch Traveled Lane

NOTES:

3.

2.

1.

Subsection 714.01(c).

Provide geotextile filter conforming to of at least 0.5%.

Construct underdrain with a grade adjusted as approved.

Location of pipe underdrain may be

1'

Surface

Base

Surface

Base

Selected topping (where required)

See View A

Surface

BaseSurface

Base

Selected topping (where required)

Impervious material

Underdrain pipe diameter (D)

See Note 3 geotextile filter, class 2

Underdrain backfill encapsulated with

NO SCALE

APPROVED FOR USE

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E605-01

PAVEMENT AND DITCHES

UNDERDRAIN FOR

PROJECT

S09

"R2

" R8

PLAN VIEW

SECTION B-B SECTION A-A

1" R

"4 surface

Pavement "

See Note 4

#4 reinforcing steel (typ.)

1' (typ.)

" (typ.)16

72 A

A

BB

6' - 7'

1' 1'-6"1'1'-6"

1' 1'

" (typ.)2

" (typ.)2

PLAN VIEW

C

C

SECTION C-C

Formed hole for pin (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

1" R

1 surface

Pavement

"R2

2" "8

"4

"4

2"

"8

4"

"8

6' - 7'

' - 7

Wheelstop

W h e e lsto p

Varies obstructions as directed.

* Increase distance for wall or other

"2

HEAD-ON PARKING

ANGULAR PARKING

Edge of pavement

WHEELSTOP LAYOUT

CONCRETE WHEELSTOP WITH DRAIN

CONCRETE WHEELSTOP WITHOUT DRAIN

Stall lines

Stall lines

6" min.*

1' 1'1'-6" (typ.)

Edge of pavement

5.

4.

3.

2.

1.

701.04(a)(2) as shown.

Place grout conforming to Subsection

1 inch of ends of wheelstop.

Extend the reinforcing steel to within to Subsection 609.09.

Pin the wheelstops in place according approved.

to meet manufacturer's standards as

Variations in wheelstops will be allowed perpendicular to stall lines.

Center wheelstops between and

6' - 7'

6' - 7'

"4

" elastomeric joint sealant2

See Note 5

1" grout

See Note 3

" elastomeric joint sealant2

See Note 5

1" grout

" R8

See Note 3

See Note 4

#4 reinforcing steel (typ.)

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

CONCRETE WHEELSTOP

E609-03

S10

2.

1.

712.01(b)(1).

joint filler conforming to Subsection

Install 1/2-inch preformed expansion the plans.

to the width of the sidewalk as shown in

Place contraction joints at intervals equal match adjacent curb expansion joints.

at intervals of no more than 20 feet to -inch transverse expansion joints 4

Place

8%

Variable slope

2%

SIDEWALK WITH CURB

e (var.)

8' or as directed 2' (min.)

WITHOUT CURBSIDEWALK

expansion joint filler

-inch preformed 2

Curb

Pavement structure

Precast concrete pavers

4" bedding material

Precast concrete pavers

4" bedding material

NO SCALE

CONCRETE PAVER SIDEWALK

FP-24

DETAIL

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C o n c re te S id e w a lk

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

E610-A

PROJECT

S11

H

W

3W

H

W 4

W 4 W 4

W

W 6

W

W

W m in

6' (min.)

m in

W

W of curb

Front face

** See Note 3

* See Note 2 pavement

Edge of

6' (min.)

m in shoulder

Edge of

6' (min.)

m in pavement

Edge of

POST TYPE

POST

SINGLE

POST

DOUBLE

POST

TRIPLE

POST

QUADRUPLE

POST SIZE TABLE

MAXIMUM SIGN AREA (SQFT)

4" x 4"

SIZE

POST

4" x 6"

6" x 6"

2" 12 ga.

2" 12 ga.

Class B

10 ga.

2" x 2"

10*

10*

10*

10*

24**

H /5 o r m a x

H /5 o r m a x m a x

H /5 o r

SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST

(min.)

2'

W

ROADSIDE SIGN IN RURAL DISTRICT

WITHOUT SHOULDER WITH SHOULDER

WITH ADVISORY SPEED PLAQUE

OR RESIDENTIAL DISTRICT

ROADSIDE SIGN IN BUSINESS

Wood

U-Channel Steel

Steel

Square Tubular

Resistant Steel

Corrosion m a x

W

W

W

(typ.)2" max.

(typ.)

2" max.

(typ.)

2" max.

NOTES:

additional information.

Refer to Section 2A.18 of the MUTCD, latest edition, for

U-channel steel and square tubular steel posts.

Refer to Detail E633-04 for bracing details for wood, for wood, U-channel steel and square tubular steel posts.

Refer to Detail E633-03 for breakaway support details for corrosion resistant steel posts.

Refer to Detail E633-02 for breakaway support details according to manufacturer's recommendations.

panel area is equal to 24 square feet, use slip base

For square tabular steel double posts for which the sign feet or less but W is over 4 feet, use double posts.

steel posts for which the sign panel area is 10 square

For U-channel, square tubular, and corrosion resistant

Uniform Traffic Control Devices" (MUTCD), latest edition.

Locate and set sign height according to the "Manual on

7.

6.

5.

4.

3.

2.

1.

STOP

SPEED

LIMIT

M PH

NO SCALE

APPROVED FOR USESIGN STRUCTURES

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

E633-01

06/2024

PROJECT

S13

2" X 2" dia.

Bolt Torque ft-lbs

(G) (H) (J) (K) (L) (M) (N)

POST SIZE

POST SIZE

t plates, 20 ga.

Bond breaking plates, 20 ga.

Bond breaking

POST SIZE

CONCRETE FOOTING

DIA. MINIMUM DEPTH

2" X 2" 12" 3'

1t(A) (B) (C) (D) (E) (F)

BOLT SPECIFICATIONS

d 3t 1 c

" weep hole4 1Drill

" weep hole4 1Drill

(See Notes 4 and 5)

SINGLE POST BREAKAWAY

4" 5"

FUSE PLATE DATA TABLE

4" "4 12 "8

11 2" "8 7 "16

9 "8 5 "16

7 "4 1 "4

1 "8

FOOTING DATA TABLE

BOND BREAKING PLATE DATA

w(R)

LEGEND:

in r o c k m a x

BASE CONNECTION DATA TABLE

Breakaway plate (typ.)

(See Notes 4 and 5) w

E

Weld triangle

High Strength HS

"2 16 "4

31 "4 3 "8

11 "8 5 "16

3 "16 3"16

Dia. Length in-lbs Torque

"8 52" X 2" "2

12 450

(See Base Connection Data Table) washers and nuts (typ.)

HS structural bolts with

A

CE

F

BD

A

C

F

S ig n p a n e l

G

Sign post

K

L M

L

L t2

2t

Sign post

1t t1 w

2t

2t w

1t 1t

SIDE ELEVATION

SIDE ELEVATION

BOND BREAKING PLATE

SECTION A-A

BREAKAWAY PLATE

A

A

A A

Concrete footing

N

CONCRETE FOOTING

SINGLE POST BREAKAWAYMULTIPLE POST BREAKAWAY

for wrench access

Bevel to allow Sign post

FRONT ELEVATION

SIDE ELEVATION

J

Finished grade

(See Note 6)

(See Note 6)

1c , no cut bolt hole d

Dia. of

R (typ.)

R (typ.)

S e e F o o ti n g D a ta

T a b le

M in im u m f o o ti n g d e p th web cut through

One flange and at C of plate

C Post cut through

Sign post notches down

Fuse plate, FUSE PLATE

Fuse plate for wrench access

Bevel to allow

Concrete footing

Traffic flow

Traffic flow

Traffic flow and nuts (typ.)

with washers

Structural bolts

NOTES:

7.

6.

5.

4.

3.

2.

1.

details.

Refer to Detail E633-01 for sign mounting installations only.

Use fuse plates on multiple post lanes of traffic.

single posts where exposed to opposing

Use the Multiple Post Breakaway detail on the corrosion resistant steel posts.

Paint brown to match the appearance of structural bolts with nuts and washers.

bond breaking plates, and fastening

Use galvanized steel in breakaway plates, naturally change color to brown.

corrosion resistant steel posts that do not square steel posts. Paint brown any

Use 10 gage Class B corrosion resistant of major traffic.

Install breakaway assembly in the direction signs placed behind protective barriers.

Breakaway sign support is not required for

3t

NO SCALE

APPROVED FOR USE

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.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

CORROSION RESISTANT STEEL

BREAKAWAY SIGN SUPPORT

06/2024

E633-02

PROJECT

S13

Sign panel

4''Existing ground

Existing ground m in m in m a x

S e e N o te

Traffic flow

Tr af fic fl ow

Tr af fic fl ow

U-CHANNEL STEEL POST SQUARE TUBULAR STEEL POST WOOD POST

POST SIZE HOLE DIAMETER

6'' x 6''

1.5''

2''

3'

4'

4'

BREAKAWAY SIGN SUPPORT

t o s p li c e o v e r la p

Existing ground

(MIN.)

(D) m in

(See Table)

Holes (See Table) m a x th is fa ce o f p os t)

(M ou nt si gn p an el on th is fa ce o f p os t)

(M ou nt si gn p an el on

(See Notes 5 and 6)

Galvanized steel corner bolt

(See Notes 5 and 6)

Anchor 12 ga. min.

U-channel sign post

Square tubular sign post

Wood sign post

Stub bolts, nuts and washers

" dia. galvanized 16

Four

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

latest edition, for additional information.

Refer to Section 2A.18 of the MUTCD, details.

Refer to Detail E633-04 for sign bracing details.

Refer to Detail E633-01 for sign mounting latest edition of the MUTCD.

Signs and Markings" as specified in the standards in the "Standard Highway

For sign punching details, see the blank position.

Maintain the post assembly in a plumb accept the post size specified.

manufacturer's recommendations to

Size the anchor according to the to the manufacturer's recommendations.

the anchor with a corner bolt according

Attach the square tubular steel post to per post.

line. Do not place more than one splice line and 18 inches above the ground steel posts entirely between the ground

Position splice overlap on U-channel non-breakaway signs.

barrier. Do not place holes in posts of the clear zone or shield with approved

Place non-breakaway signs outside apart.

cannot be spaced a minimum of 7 feet if multiple posts are required and posts posts are considered to be non-breakaway

Signs requiring 6- by 6-inch wood signs placed behind protective barriers.

Breakaway sign support is not required for m a x

STATE PROJECT

WOOD POST DATA TABLE

4'' x 6''

4'' x 4'' Not Required

NOTES:

NO SCALE

APPROVED FOR USE

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.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

WOOD AND STEEL POSTS

BREAKAWAY SIGN SUPPORT

06/2024

E633-03

PROJECT

S14

WITH BATTEN WITHOUT BATTEN

1 (typ.)

1'' x 3'' Wood batten

Sign panel

Sign panel

NOTES:

Sign panel sign bracing " Galvanized steel 8

WOOD POST

Sign panel

Sign post

Sign bracing

" to 2"2 t o

6.

5.

4.

3.

2.

1.

SQUARE TUBULAR STEEL POST

U-CHANNEL STEEL POST

TOLERANCES

BRACING INSTALLATION

Square tubular sign post

Wood sign post (typ.)

U-channel sign post

" x 0.012" (±) Shim plate2

" x 32

Sign bracing (Stringer) hex nut, and washer

" dia. galvanized round head bolt, 16 head bolt, nut, and washers (typ.)

" dia. x 1" long galvanized hex 4 head bolt, nut, and washers (typ.)

" long galvanized hex 2

" dia. x 38 nut and washer " dia. galvanized bolt, 16 with nylon insert lock nut " dia. galvanized steel bolt 16 in sign panel (typ.)

" dia. hole 16

Field drill latest edition, for additional information.

Refer to Section 2A.18 of the MUTCD, details.

Refer to Detail E633-01 for sign mounting and the steel washer.

the sign panel's retroreflective sheeting

Use neoprene or nylon washers between vertical spacings not to exceed 30 inches.

Use wood battens bolted to post at latest edition of the MUTCD.

Signs and Markings" as specified in the standards in the "Standard Highway

For sign punching details, see the blank when specified or as directed.

braces on signs with widths of 36 inches of 48 inches or greater. Install sign

Install sign braces on signs with widths

NO SCALE

APPROVED FOR USE

E633-04

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

06/2024

SIGN BRACING

PROJECT

S15

14"12"14"

12"30"30"

33"

27"

R

12"30"30"

33"

R

R

27"

8"

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

4" (typ.)

4" min.

7'

5.9'

(t y p

8'

(t y p

4" (min.)

4" (typ.)

m in

24" min.

TURN ARROW SYMBOLSTRAIGHT ARROW SYMBOL

COMBINATION SYMBOL

STRAIGHT/TURN ARROW

TRIANGLE SYMBOL

YIELD AHEAD

(typ.

TYPE

PAVEMENT MARKING AREAS

SQFT

"STOP" WORD MESSAGE "YIELD" WORD MESSAGE "ONLY" WORD MESSAGE

"AHEAD" WORD MESSAGE "SCHOOL" WORD MESSAGE

6'-9"

9'-9"

3'-9" (typ.)

"YIELD" Word Message Marking

"STOP" Word Message Marking

"SCHOOL" Word Message Marking

"ONLY" Word Message Marking

"AHEAD" Word Message Marking

Yield Ahead Triangle Symbol (V≥45 mph)

Yield Ahead Triangle Symbol (V<45 mph)

Turn Arrow Symbol

Straight/Turn Arrow Combination Symbol

Straight Arrow Symbol w/ Symbol, blue background, and white border w/ Symbol only

Accessibility Symbol:

NOTES:

3.

2.

1.

and white border

(b) w/ Symbol, blue background,

(a) w/ Symbol only; or following configurations:

otherwise by the CO in one of the as indicated in the plans or directed Provide Accessibility Symbol marking edition.

"Standard Highway Signs", latest symbols in accordance with the Place all letters, numerals, and

Devices'' (MUTCD), latest edition.

''Manual on Uniform Traffic Control markings in accordance with the Place pavement word and symbol

3" min.

(typ.)

"21

See Note 3 Blue background

See Note 3 White border

See Note 3 Accessibility symbol

9" R

6" R

3" R

3" R (typ.)

3" R (typ.)

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E634-01

06/2024SYMBOLS AND WORDS

PAVEMENT MARKINGS

PROJECT

S16

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

PARKING

RESERVED

ACCESSIBLE

VAN

RESERVED

PARKING

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

RESERVED

RESERVED

PARKING

45 60 75 90 o o o o

25' 22' 20' 18.5'

9.3' 9.0'

CHART B

A A

SINGLE PARKING SPACE

HEAD-ON PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACE

ANGULAR PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACESINGLE PARKING SPACE

See Note 3

Install perpendicular curb ramp

" (typ

" (typ

(t yp

(t yp

See Note 3

Install perpendicular curb ramp

See Note 3

Install perpendicular curb ramp

Van accessible aisle

HEAD-ON PARKING

5' min.

See Note 2

Wheelstop (typ.)

See Note 2

Wheelstop (typ.)

See Note 2

Wheelstop

S e e N o te

W h e e lsto p

' m in

B

5' min.

11' min. 9' min.

2' (typ.)

6'' min.

See Note 2

Wheelstop

(See Note 6) space symbol (typ.)

Accessibility parking

.5

NOTES:

Top of existing ground striping (typ.)

4" solid white

4" solid white striping (typ.)

striping (typ.)

4" solid white

Sign post (typ.)

SIGN MOUNTING

H e ig h t*

* See Notes 4 and 5

6.

5.

4.

3.

2.

1.

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

CHART A

Spaces

Van-Accessible

Minimum Number of

1 to 25

26 to 50

51 to 75

76 to 100

101 to 150

151 to 200

201 to 300

301 to 400

401 to 500

501 to 1,000 Spaces

2% of Total Parking

Over 1,000 100 over 1,000

20 Plus 1 for each

Accessible Spaces

One out of every 6

Accessible Spaces

One out of every 6 of Accessible Spaces

Minimum Number

Angle (A)

Minimum Length of Stall (B)

Stall Width (C), Parallel to Aisle 12.7' 10.4'

11' min.

in Parking Facility

Total Parking Spaces

MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES*

Special Report 125 (Figure 6.2)".

* Chart B based on dimensions recommended in "Parking Principles, and "2015 ABA Standards (Table F208.2)".

Accessible Design Standard (Table 208.02)"

* Chart A based on "2010 ADA Standards for

5' min. walkway5' min. walkway

PARKING LAYOUT DIMENSIONS FOR 9-FOOT STALLS*

S e e N o te s p a c e s y m b o l

A c c e s s ib il it y p a r k

(See Note 6) space symbol

Accessibility parking

' m in

Van accessible aisle

See Note 3

Install perpendicular curb ramp

4" solid white striping (typ.)

See Note 6 space symbol (typ.)

Accessibility parking parking space symbol details.

Refer to Detail E634-01 for accessibility information.

latest edition, for additional sign mounting

Refer to Section 2A.15 of the MUTCD, height of 7 feet.

residential areas, provide a minimum sings installed in business, commercial, or provide a minimum height of 5 feet. For details. For signs installed in rural areas, Refer to Detail E633-01 for sign mounting for curb ramps details.

and the walkway. Refer to Standard 610-1 is located between the van accessible aisle

Install perpendicular curb ramp when curb recommendations.

according to the manufacturer's plastic and other types of wheelstops

Section 609 and Detail E609-03. Install

Install concrete wheelstops according to

(MUTCD), latest edition.

on Uniform Traffic Control Devices" markings in accordance with the "Manual

Install pavement striping and symbol

Van accessible aisle

Van accessible aisle

B '-7

'-7

6'-7' 6'-7' 6'-7'

6'-7'

9'

.5

'-7

.5

See Chart B See Chart B See Chart B m in w a lk w a y

5' min. walkway

B

(typ.)

6" min.

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

A

90 90

'-7

S e e N o te

W h e e lsto p striping (typ.)

4" solid white

B

A

C

ANGULAR PARKING

R7-8

R7-8

R7-8aP

R7-8

R7-8aP

R7-8

R7-8

R7-8aP

R7-8

R7-8aP

R7-8

R7-8aP

R7-8

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E634-05

06/2024

SIGNING IN PARKING AREAS

PAVEMENT MARKINGS AND

PROJECT

S17

W1 (typ.)

W2 (typ.)

W2 (typ.)

EOP (typ.)

striping (typ.)

Solid white

TYPICAL CROSSWALK LAYOUTS

T m in

LADDER

LONGITUDINAL BAR

TRANSVERSE

Solid white striping m in

See Note 5 striping (typ.)

Solid white

BAR PAIR

W1 (typ.)

T T

W1 (typ.) d (typ.)

W2 (typ.)

6" (typ.)

6" (typ.)

striping (typ.)

Solid white

TYPE

CROSSWALK W1 W2* T d

Transverse

Longitudinal Bar

Ladder

Longitudinal Bar Pair

CROSSWALK STRIPING DIMENSIONS TABLE

Min. Max. Min. Max. Min. Max. Min. Max.

6" 24"

6" 24"

12" 24"

8" 12"

12" 24"

12" 60"

24"

12"

60"

60"

8" 12"

S e e N o te

S e e N o te

T

S e e N o te m in

T T

See Note 3

TRANSVERSE DIAGONAL

m a x

EOP (typ.)

striping (typ.)

Solid white

Transverse Diagonal 6" 24"12" 24" 12" 60"

W2 (typ.) W1 (typ.)

EOP (typ.)

EOP (typ.)

2.5 times the width of longitudinal bars.

* Ensure lateral spacing W2 does not exceed

EOP (typ.)

NOTES:

4.

3.

2.

1.

plans.

8 feet unless otherwise specified in the provide a minimum crosswalk width of posted speed limit is 40 MPH or greater, At non-intersection crosswalk where the parallel to approaching traffic.

longitudinal bars are needed to remain geometry where rotated interior only at locations with complex roadway

Use transverse diagonal crosswalk layout or as approved.

avoid wheel path as shown in the plans crosswalk layouts, space line bars to

For longitudinal bar, bar pair, and ladder

Control Devices" (MUTCD), latest edition.

with the "Manual on Uniform Traffic

Install striping and signing in accordance m in

S e e N o te m in

S e e N o te

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E634-06

06/2024SHEET 1 of 2

PEDESTRIAN CROSSWALK

PAVEMENT MARKINGS

PROJECT

S18

6.

5.

4.

3.

2.

1.

extension of the crosswalk markings.

that the curb ramps are within the that crosswalk markings are located so

When curb ramps are present, ensure

MUTCD as approved.

according to the latest edition of the at an unsignalized pedestrian crosswalk road users of laws regulating right-of-way or R1-6a) sign may be used to remind

The In-Street Pedestrian Crossing (R1-6 stop lines instead of yield lines.

to Pedestrians signs (R1-5 or R1-5a), use or R1-5c) are used instead of Yield Here

If Stop Here for Pedestrians signs (R1-5b slow-speed facilities as approved.

used when installed on narrower, Smaller than shown yield lines may be

Sheet 1 of 2 for typical crosswalk layouts.

and actual striping dimensions. See to the plans for project crosswalk layout used for illustration purposes only. Refer

Longitudinal bar crosswalk layout is

Control Devices" (MUTCD), latest edition.

with the "Manual on Uniform Traffic

Install striping and signing in accordance

See Notes 4 and 5

R1-5L

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

EOP (typ.)

VIEW A - YIELD LINE LAYOUTS

MAXIMUM DIMENSIONS

MINIMUM DIMENSIONS

UNSIGNALIZED MIDBLOCK

HIGH-VISIBILITY CROSSWALK AT

ONE-WAY ROADWAY

TWO-WAY ROADWAY

See Note 2

Crosswalk striping (typ.)

Edge line

Centerline striping

See View A

Yield line (Optional)

See Note 2

Crosswalk striping

Edge line

H E

R

ET

O

See Notes 4 and 5 R1-5L

See Notes 4 and 5 R1-5R

H E

R E T

O

Traffic flow

3 to 12" (typ.)

3 to 12" (typ.) 12" (typ.)

(typ.)

24"

(typ.)

36" *

(typ.)

18" *

See View A

Yield line (Optional)

T ra ff ic f lo w

LaneLane

SidewalkSidewalk

See Note 2

Crosswalk

EOP (typ.)

4' min.

AT INTERSECTION

STANDARD CROSSWALK

m a x

Centerline striping stop sign

R1-1

Stop line striping (typ.)

Edge line

12'

EOP (typ.)

to 1.5 times the base dimension.

* Ensure triangle height for yield lines is equal

See Note 6

Curb ramp (typ.)

See Note 6

Curb ramp (typ.)

H E

R

ET

O

See Notes 4 and 5 R1-5L

H E

R E

T O

20' to 50'

20' to 50'

20' to 50'

20' to 50'

W11-2

W16-7PL

W11-2W16-7PL

W11-2

W16-7PL

W11-2

W16-7PR

See Note 3

Yield line

See Note 3

Yield line

See View A

Yield line (Optional)

NO SCALE

APPROVED FOR USE

Y

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Y

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L D

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L D

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E634-06

06/2024SHEET 2 of 2

PEDESTRIAN CROSSWALK

PAVEMENT MARKINGS

PROJECT

S19

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a d

C as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 specify the distance to the work area in feet or in miles. Install an The message on the W20-1 signs may be ROAD WORK AHEAD or may roads only).

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

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

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

Ensure all sign supports exposed to traffic are crashworthy.

construction area.

needed to indicate a maximum recommended speed through the Install advisory speed plaques under the W20 series warning signs as messages as required.

signs,…