Plans - NP BLRI PVT PRES FY23(1).pdf

BEGIN PROJECT, MP 27.2

END PROJECT, MP 97.0

PLANS FOR PROPOSED PROJECT

NP BLRI PVT PRES FY23(1)

VA

ROCKBRIDGE COUNTIES

BEDFORD, BOTETOURT, AND

NATIONAL

PARK

SERVICE

Project Manager

Sheila Foronda

Lead Designer

Rachel Wright (Acting)

Highway Design Manager

Basha Dorose

INDEX TO SHEETS

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

August, 2023

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

See Bridge Summary Sheet

Parallel Pull-offs

Roadways and permanent pavement marking installation.

Work includes asphalt patching, crack cleaning and sealing, along the Blue Ridge Parkway from MP 27.2 to MP 97.0.

Chip seal with fog seal of roadways and parallel pull-offs

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 39.85 Miles

SPECIFICATIONS:

LANE MILES:

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

BRIDGE:

ROAD: WIDTH

20'-22'

Varies

SURFACE BASE

N/A N/A

SUBGRADE

ACP N/A N/A

ACP

(miles)

Cycle #Schedule Description RIP Milepost to RIP Milepost Length

Know what'sbelow.

before you dig.Call

R

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Summaries and Schedules

DESCRIPTION

SHEET

NO

A01

A04-A05

A06

B01-B02

C03-C10

M01 Erosion and Sediment Control Narrative

A02 Mileage Tabulation Summary

80.59 Miles

SCHEDULE:

(miles) Mainline Pull-offs

Schedule Length Lane Miles (miles)

A 8.90 17.80 0.03

B 9.00 18.00 0.00

C 2.01 4.02 0.09

D 8.32 16.64 0.25

E 8.67 17.34 0.37

NP BLRI PVT PRES FY23(1)

NP BLRI PVT PRES FY23(1)

A

B

C

D

E

Mainline and pull-off

Mainline and pull-off

Mainline and pull-off

Mainline and pull-off

Mainline

27.35 TO 36.24

36.24 TO 37.64 and 64.66 TO 72.27

72.27 TO 74.28

74.28 TO 82.60

82.60 TO 86.19 and 89.15 TO 94.23

8.90

9.00

2.01

8.32

8.67

NP BLRI PVT PRES FY23(1)

MP 27.2 - MP 97.0

S01-S08 Standards And Details

N

0 4040

SCALE IN MILES

Richmond

Arlington

Charlottesville

Front

Royal

KEY MAP

STATE OF VIRGINIA

Tabulation of QuantitiesC01-C02

SCALE IN MILES

0 7 14

Bridge SummaryA03

N

F 2.95 5.90 0.15

F Mainline and pull-off 94.23 TO 97.19 2.95 5 https://va811.com/

811 or 800-552-7001

BLUE RIDGE PARKWAY

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

PARKWAY FROM MP 27.2 TO MP 97.0

PARALLEL PULL-OFFS ALONG THE BLUE RIDGE

PAVEMENT PRESERVATION OF ROADWAYS AND

:2

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PROJECT

NUMBER

SHEET

A01

NPS Drwg. No. 601/186921 NPS PMIS No. 326482

NP BLRI PVT PRES FY23(1)

© 2023 Microsoft Corporation © 2023 TomTom

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Schedule A to F

BLUE RIDGE PARKWAY

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MILEAGE TABULATION SUMMARY

PROJECT

A02

Schedule A to F

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BRIDGE SUMMARY

PROJECT

A03

0.00EL.

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.

shldr.

sec.

SC

SADT

S

NMSA

NC

N

OG

OD

o. to o.

ohwm

o. c.

pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot sym.

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SS

SRS

sqyd sqft typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed

W west

1 6

1 6

SEC.

SEC.

E

N 0

RBAR

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CO

CMP

CL

cc or c. to c.

brg.

br.

BP

BM

BK

appr.

AMD

AH

ADT

ACP

abut.

double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point bench mark back approach amendment ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.

fin.

flange finish exp. jt.

exc.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elev.

e

E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.

galv.

ga.

HW

hex.

hdwl.

ID

jt.

footing galvanized gage (gauge) high water hexagon headwall inside diameter joint lat.

lam.

L latitude lamination length of curve

LW

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

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SYMBOLS AND ABBREVIATIONS

PROJECT

A04

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

Road Inventory ProgramRIP

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

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SYMBOLS AND ABBREVIATIONS

PROJECT

A05

SCALE IN MILES

0 3.0 6.0

BEGIN WORK, MP 27.2

BLRI-0954, MP 92.02

BLRI-0952,MP 89.57

BLRI-0944, MP 82.12

BLRI-0943, MP 80.19

BLRI-1235, 76.70

BLRI-0940, MP 75.53

BLRI-0939, MP 75.39

BLRI-0937, MP 72.81

Begin Sch A, MP 27.2

Begin Segment 1, MP 27.2

End Segment 1, MP 37.5

End Segment 2, MP 86.0

Begin Segment 3, MP 89.0

Begin Sch B, MP 36.1

End Sch A, MP 36.1

Begin Sch C, MP 72.1

End Sch B, MP 72.1

Begin Sch D, MP 74.1

End Sch C, MP 74.1

Begin Sch E, MP 82.4

End Sch D, MP 82.4 Begin Sch F, MP 94.1

End Sch E, MP 94.1

BLRI-1239, MP 31.40

END WORK, MP 97.0

Begin Segment 2, MP 64.5

BLRI-0955, MP 92.31

N active construction zones as directed by the CO.

according to Section 635 and Standard 635-6 through

Maintain two-way, one lane of traffic using flaggers

NOTE:

End Segment 3, MP 97.0

End Sch F, 97.0

BLRI-0961, MP 96.42

BLRI-0958, MP 95.38

BLRI-0962, MP 96.59

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LOCATION MAP

PROJECT

A06

© 2023 Microsoft Corporation © 2023 TomTom cross slope Match existing

Limits of disturbance

CHIP SEAL

PAVEMENT PRESRVATION TYPICAL SECTION

See Pavement / Surface Summary Sheets For Roadway or Surface Dimensions

Existing asphalt pavement

Existing aggregate base

Existing asphalt surface cross slope Match existing

Existing ground (typ.)

See Note 3

Emulsified Asphalt the CO.

remain if less than 50% coverage as approved by treatment. Waterborn pavement markings may 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, applying pavement preservation treatment.

Detail E414-01A and Section 414 prior to

Perform crack sealing and filling according to

Pavement Patch Typical Sections.

Patch surface according to Asphalt Concrete the CO. See Detail E157-04A.

Install fiber rolls for inlet protection as directed by

4.

3.

2.

1.

NOTES:

Limit work to the footprint of existing pavement.

stations within project limits.

Do not disturb existing loop detectors or count where present for chip seal.

including adjacent asphalt curb and paved ditch

Fog seal from pavement edge to pavement edge, approval of the CO prior to installation.

locations of all pavement markings for review and plans or directed by the CO. Layout proposed gaps, and breaks unless shown otherwise in the pavement marking to existing pavement markings, Section 634 and Detail E634-03. Match proposed

Place permanent pavement markings according to

8.

7.

6.

5.

NOT TO SCALE

C L

Fog Seal.

Chip Seal,Type 1C

Sheet 1 of 2

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

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TYPICAL SECTIONS

PROJECT

B01 applying pavement preservation treatment.

according to Detail E414-01A and Section 414 prior to patch typical sections. Perform crack sealing and filling

Patch surface according to asphalt concrete pavement with the CO.

encountered at time of construction and verify

Determine patching limits based on conditions by the CO. See Detail E157-04A.

Install fiber rolls for inlet protection as directed

C

12" 12"

V a r ie s

L Road to distress

Patch saw cut parallel/perpendicular

Pavement replacement limits to edge of pavement of pavement, remove

<24" from the edge

If the patch limit is

PLAN VIEW

ASPHALT CONCRETE PAVEMENT PATCH

m in

NOTES:Pavement Distress full depth (typ.)

Saw cut vertical face

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

Apply tack coat to patch

3' min.

Varies

SECTION A-A

Asphalt concrete pavement, 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

See Pavement Preservation Typical Section for final surface treatment

Existing asphalt surface (typ.)

NOT TO SCALE

pavement (typ.)

Existing asphalt concrete

3.

2.

1.

Tack coat type 3, depth varies

Asphalt concrete pavement patch, Varies

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3

pavement

Existing asphalt concrete

Existing aggregate base

See Pavement Preservation

Typical Section for final surface treatment

SECTION A-A

3' min.

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

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TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY23(1) B02

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A u g u s t

Q u a n ti ty

T a b u la ti o n S h e t

P R

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TABULATION OF QUANTITIES

PROJECT

C01

:0

A u g u s t

Q u a n ti ty

T a b u la ti o n S h e

P R

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C T

S \b lr i\

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TABULATION OF QUANTITIES

PROJECT

C02

SOIL EROSION CONTROL SUMMARY

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A u g u s t

E r o s io n C o n tr o l S h e

P R

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SUMMARIES AND SCHEDULES

PROJECT

C03

PAVEMENT/SURFACE SUMMARY

:0

A u g u s t

P a v e m e n

P R

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SUMMARIES AND SCHEDULES

PROJECT

C04

PAVEMENT/SURFACE SUMMARY

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SUMMARIES AND SCHEDULES

PROJECT

C05

Sheet 1 of 3

PAVEMENT MARKING SUMMARY

:0

A u g u s t

P a v e m e n t M a r k in g

P R

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SUMMARIES AND SCHEDULES

PROJECT

C06

Sheet 2 of 3

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SUMMARIES AND SCHEDULES

PROJECT

C07

Sheet 3 of 3

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SUMMARIES AND SCHEDULES

PROJECT

C08

CONSTRUCTION SIGNS SUMMARY

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A u g u s t

C o n s tr u c ti o n S ig s

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SUMMARIES AND SCHEDULES

PROJECT

C09

CONSTRUCTION SIGNS SUMMARY

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SUMMARIES AND SCHEDULES

PROJECT

C10

0.016 type 2 and type 3 patching

MP 27.2 to MP 97.0. W

Chip seal with fog seal of roadway and parallel pull-offs of the Blue Ridge parkway from projec construction will be the same.

t. The Runoff Coefficient prior to construction and afterNo new impervious surface will be created by acres. project is approximately

. The total disturbed area for themarking installation. Soil disturbing activities include ork includes asphalt patching, crack cleaning and sealing, and permanent pavment

This project consists of

Project Description first be approved by the Contracting Officer (CO).

The surrounding off-site area will not be affected by any land-disturbing activities. Any foreign fill to be brought in must

Off-site and Critical Areas parking areas.

The critical areas are the wetlands surrounding the access road and

8802.

40 CFR 112. Report spills large enough to discharge to surface waters to the National Response Center at 1-800-424-

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the requirements under on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

clearly marked containers away from other nonwasted materials. Do not dispose of hazardous waste materials into the activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in appropriate and generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, conduct these

Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance could store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty containers. Collect and contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain on a regular basis all mechanized equipment used in or near surface water to prevent garbage, and sanitary waste.

materials; fuels, oils, and equipment-related compounds; soaps and solvents used for vehicle washing; and, waste, The following discharges are prohibited: wash-water from concrete, paint, curing compounds, and other construction

Prohibited Discharges control measures. Direct storm runoff to vegetated buffer areas and do not discharge directly into surface waters.

sediment outside the project limits. Do not allow construction equipment to operate down-slope of the perimeter construction access will be permitted through a wetland or waterway. Do not allow construction vehicles to track

Do not modify the type, size, or location of any measure or practice without prior approval from the CO. No

Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

Erosion and Sediment Control measures are defined and outlined in the Standard Specifications for Construction of

The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment. The

General Guidelines variance.

3rd Edition (VESCH) and FP-14 detail drawings. Adhere to the Minimum Standards of VESCH unless waived or approved by practices according to Minimum Standards and Specifications of the Virginia Erosion and Sediment Control Handbook, regulations. Unless otherwise indicated, construct and maintain all vegetative and structural erosion and sediment control maintain all erosion and sediment control measures required for compliance with Department of Environmental Quality are proposed for this project. Install and Erosion and Sediment Control measures including

Erosion and Sediment Control

Fiber Roll is a EFLHD FP-14 detail included in the plans by variance.

fiber roll (inlet protection)

Maintenance and Inspection

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

Clean clogged inlet protection or replace clogged or damaged inlet protection as necessary.

Inlet protection - Inpsect inlet protection to ensure it remains firmly in place and is not damaged or clogged.

when it reaches half the height of the device. Replace damaged fiber roll within 24 hours of inspections.

Fiber roll - Inspect weekly and after each runoff event. Remove sediment deposits from the fiber roll weather. Repair or replace any damaged measures by the end of the day.

measures once every 7 days and within 24 hours after a rain of 0.25 inches or more, and daily during wet according to Section 157 and the individual permitting requirements. Check and maintain erosion control

Unless stated otherwise, construct and maintain all vegetation and structural erosion control practices permanent turf establishment to disturbed areas where vegetation has not established;

permanent turf establishment to any remaining disturbed areas; where necessary, replace eroded topsoil and re-apply

After completion of roadway construction, do the following as directed by the CO: finish grading, place riprap, and apply

Phase III: Final Construction/Stabilization limits, on active haul roads, and in pits and staging areas.

remaining n place longer than 14 days within 7 days of stockpiling. Provide watering for dust control within the construction around all stockpiled excavated roadway material. Apply temporary seeding to stockpiles end of each day’s rough grading operations, shape earthwork to minimize and control erosion from storm runoff. Provide Prior to any heavy machinery or truck vehicles entering the site, construct a stabilized construction entrance. At the

Phase II: Intermediate Controls leave the project site. Perimeter controls include Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment does not

Phase I: Establish Perimeter Controls

Sequence of Construction fiber roll only after all upslope areas are stabilized and vegetation is well established.

culvert outlet protection, riprap basins, and stabilized channels; remove all devices used for dewatering; and remove inspect, clean, and repair all

(inlet protection)fiber roll construction limits.

fiber roll (inlet protection) and other specified measures outside the

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CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01

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.)

E157-04A

NO SCALE

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 detail.

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).

Furnish wood stakes meeting the requirements of ground and 3 inches protruding above the roll.

length to attain a minimum of 12 inches into the section of 2-inch x 2-inch and of sufficient

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 the fiber roll.

1-inch that may interfere with proper function of 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.

FIBER ROLL

PLAN VIEW

TYPE 4A AND 6A CURB OPENING INLETS

INLET PROTECTION FOR

Fl ow opening

Face of vertical at edge of ditch sock material to stake

Draw and tie off excess opening as directed by the CO.

the fiber roll and the inlet

Place concrete block between

8" dia. min.

Fiber roll, DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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EFLHD DETAIL

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY23(1) S01

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

from the existing surface

Squeegee excess material

1" and greater

See Note 3

Less than 1"

Seal crack with hot applied crack sealant

" below existing surface 4 " to8

Fill crack with hot applied crack filler to below existing surface " 4

" to8

Screed material to

ASPHALT PAVEMENT

CRACK SEALING AND FILLING

E414-01A

NO SCALE

NOTES:

4.

3.

2.

1.

Do not overband cracks.

filling material left above the surface.

Squeegee excess crack sealing and 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

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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EFLHD DETAIL

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY23(1) S02

Single Solid White Striping (edge striping) Single Solid White Striping (edge striping) broken white striping 4" wide

Raised Pavement Markers (typ.)

Double Solid Yellow Striping (centerline)

N

2N or less

N

Double Solid Yellow Striping (centerline) broken white striping

4" wide

Solid Yellow Striping

Single Solid White Striping (edge striping)

Single Solid Yellow Striping

N

See View A

(See Notes 2 and 3)

Raised Pavement Marker

10' 30' 10' 30'

Edge of pavement (typ.)

broken yellow striping

4" wide

3'

10' 30'

N

Edge of pavement (typ.)

broken yellow striping 4" wide

4" wide dotted white striping

10' 30'

N

3'

M

M

N

9'

9'

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

VIEW A

WITH RAISED PAVEMENT MARKERS

SINGLE SOLID YELLOW STRIPING

NOTES:

required, see Detail E634-02.

When raised pavement markers are

Detail or as directed by the CO.

with the MUTCD and as shown in this required, space and install in accordance

When raised pavement markers are

Devices" (MUTCD), latest edition.

"Manual on Uniform Traffic Control

Install striping in accordance with the

3.

2.

1.

Raised Pavement Markers (typ.)

Markers (typ.)

Raised Pavement

4" wide dotted white striping

RAISED PAVEMENT MARKERS

WITH AND WITHOUT

PAVEMENT MARKINGS

E634-03

NO SCALE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

DETAIL APPROVED FOR USE DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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EFLHD DETAIL

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY23(1) S03

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA URBAN AREA

BREAKAWAY SIGN SUPPORT

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

1.5''

3''

2''

None Required

D

4'

4'

5'

5'

10 20

1 Post 2 Post 3 Post 4 Post

165125

Sign panel

Traffic

Wood post (Fixed)

Holes (See Table) m in m in

Roadway m in m

D m

Sidewalk m

6' to 12' m

(See Notes 3 and 4)

POST SIZE

DIAMETER

HOLE (SQFT)

MAXIMUM SIGN AREA

POST SIZE TABLE

(min.)

6'-0''

(min.)

2'-0''

(min.)

2'-0''

NOTES:

7.

6.

5.

4.

3.

2.

1.

apart.

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

Signs requiring 6- by 6-inch and greater non-breakaway signs.

Do not place holes in posts of the clearzone or shield with a barrier.

to post spacing, place the sign outside breakaway design cannot be used due the Breakaway Sign Support View. If

For 4- by 6-inch and greater posts, see sign mounting.

Company, utility poles may be used for

When approved by the CO and the Utility

7 feet above the pavement surface.

of the sign, mount the sign a minimum of

When parking is permitted within 200 feet

NCHRP Report 350 for crashworthiness.

sign supports meet the requirements of the approved by the CO. Ensure all portable mounted lower than fixed signs when vertical plane. Portable signs may be

Ensure sign mounts hold the sign face in a

Submit alternate details for portable signs.

All lumber dimensions are nominal.

larger than 10 square feet on double posts.

Mount signs that are wider than 3 feet or

(See Notes 6 and 7)

FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(

E635-01

NO SCALE

SIGN MOUNTING

TEMPORARY TRAFFIC CONTROL

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR

M PH.. .

CLOSED

AHEAD

LANE

RIGHT

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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EFLHD DETAIL

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY23(1) S04

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

13.

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 d

C

B 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 the distance to the work area in feet or in miles. Install an additional W20-1 The message on the W20-1 signs may be ROAD WORK AHEAD or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name 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.

the CO.

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

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to

Vary messages as required.

signs, locate the warning signs to fit field conditions as approved by the CO.

Where advance warning signs, placed as shown, interfere with permanent this traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used, place the two W20-1

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY23(1) S05

5.5

NOTES:

1.

2.

3.

4.

Unless otherwise noted, dimensions are inches.

Refer to Detail E635-01 for post and sign mounting requirements.

All incorporated pictographs are subject to approval by the CO. Ensure all pictographs are vector-based, vinyl-ready.

Install signs where shown in the plans. Final location of signs may be changed to fit field conditions as approved by the CO.

Dimensions: 2.3" Radius, 1.0" Border

Colors: Legend, Border - White (retroreflective)

Background - Green (retroreflective)

Area: 40 Sq. Ft.

Colors: Legend - White (retroreflective)

Background - Blue (retroreflective)

Area: 0.92 Sq. Ft.

NO SCALE

E635-15

See USDOT Pictograph spaced 0.5-inch apart (typ.)

.5-inch stripesThree 0

See NPS Pictograph and Note 3

13.56 68.88 13.56

5.78 84.44 5.78

3.38 89.24 3.38

21.5 53 21.5

30 36 30

Colors: Legend - PMS 1615, Brown (retroreflective)

Border - White (retroreflective)

Background - White (retroreflective)

NPS PICTOGRAPH

BIL PROJECT FUNDING SOURCE SIGN

USDOT PICTOGRAPH

DETAIL APPROVED FOR USE

APPROVED: APRIL 2023

BIPARTISAN INFRASTRUCTURE

LAW SIGN LAYOUT, 8-FOOT

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EFLHD DETAIL

PROJECT

NUMBER

NP BLRI PVT PRES FY23(1) S06

.1

D

.7

D

E

M

E

M

.5

.6

13.5613.56

5.2 13.15 0.65

5.2 13.3 0.5

1.5

1.5

0.6C

0.6C0.6C

0.6C

1.1

1.1

1.1

1.1

13.3 0.5

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

NO

CENTER

LINE

NO

CENTER

LINE

PASS

WITH

CARE

DO

NOT

PASS

NO

CENTER

LINE

NO

CENTER

LINE

NO

PASSING

ZONE

NO

PASSING

ZONE

PASS

WITH

CARE

DO

NOT

PASS

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

PASS

WITH

CARE

NO

PASSING

ZONE

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow cycle length

40' 500'

500' cycle length

40' 500'

500' cycle length

40' 500'

500' temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

On curves with radius less than 500', reduce cycle length to 20'.

NOTE:

6.

5.

4.

3.

2.

1.

PROJECT LIMITS

Two-way traffic

Passing zone both directions

DETAIL A

PROJECT LIMITS

Two-way traffic

No Passing zone one direction

DETAIL B

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

Two-way traffic

No Passing zone both directions

DETAIL C

delineation.

Optionally use the vehicle positioning guides to provide additional up to 14 days when providing signs according to this standard.

The pavement on two- or three-lane roads may remain unmarked for each direction of travel.

Use permanent markings plan to determine no passing zones installed at the upstream end of the zone.

a no-passing zone only if a DO NOT PASS (R4-1) sign has been

Use the PASS WITH CARE (R4-2) sign at the downstream end of

W8-12

W8-12

R4-1

See Note 6

R4-2 W8-12

(optional)

W14-3

(optional)

W14-3

R4-1See Note 6

R4-2 W8-12

W8-12 R4-1

See Note 6

R4-2 (optional)

W14-3

W8-12

See Note 2

See Note 2

See Note 2

7/2022 REVISED:

635-3

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY23(1) S07

Traffic flow

Traffic flow not the advisory speed.

Approach speed based on the regulatory posted speed, *

Device spacing

Spacing Table)

(See Length and Channelizing devices

(optional)

BUFFER SPACE

Flagger location

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

(optional)

W16-2P

Flagger location

WORK SPACE

TERMINATION AREA

ROAD WORK

END

See Note 4

G20-2 the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD name of the Contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at as approved by the CO.

Final location and spacing of devices may be changed to fit field conditions those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar to

7.

6.

5.

4.

3.

2.

1.

(optional)(optional)

NOTE:SIGN SPACING TABLELENGTH AND SPACING TABLE

50' - 100' 50' - 100'

See Note 6

10' min.

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

100MPH FEET SPACING IN FEET

7/2022 REVISED:

635-6

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY23(1) S08