Plans - NP BLRI PVT PRES FY25(1).pdf

PLANS FOR PROPOSED PROJECT

NATIONAL

PARK

SERVICE

Project Manager

Sheila Foronda

Lead Designer

Rachel Wright

Highway Design Manager

Carlos Ramos

INDEX TO SHEETS

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

OCTOBER 2025

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

VIRGINIA

FLOYD, FRANKLIN, AND PATRICK COUNTIES

Know what'sbelow.

before you dig.Call

R https://va811.com/

811 or 800-552-3120Sheet

See Mileage Tabulation and Bridge Summary

Mainline miscellaneous work.

sealing, pavement marking, and other and fog seal, patching, crack cleaning and Work consists of placement of chip seal

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:23.24 Miles

SPECIFICATIONS:

LANE MILES:

and Bridges on Federal Highway Projects", FP-24.

"Standard Specifications for Construction of Roads

BRIDGE:

ROAD: WIDTH

20'-22'

SURFACE BASE SUBGRADE

ACP N/A N/A

46.48 Miles

NP BLRI PVT PRES FY25(1)

N

40 800

SCALE IN MILES

Richmond

Arlington

Charlottesville

Front

Royal

KEY MAP

STATE OF VIRGINIA

Standards and DetailsS01-S08

Erosion and Sediment Control NarrativeM01-M02

Summaries and SchedulesC05-C12

Tabulation of QuantitiesC01-C04

Typical SectionsB01-B02

Location MapA05

Symbols and AbbreviationsA03-A04

Mileage Tabulation and Bridge SummaryA02

Title SheetA01

DESCRIPTIONSHEET NO

SCALE IN MILES

0 3 6

63.201.60173.00 to 174.60Blue Ridge Parkway, Route 0001BBD

64.002.00166.00 to 168.00Blue Ridge Parkway, Route 0001BBD

63.501.75163.00 to 164.75Blue Ridge Parkway, Route 0001BBD

612.006.00155.00 to 161.00Blue Ridge Parkway, Route 0001BBC

612.006.00149.00 to 155.00Blue Ridge Parkway, Route 0001BBB

611.785.89143.11 to 149.00Blue Ridge Parkway, Route 0001BA and 0001BBA

Cycle #Lane Miles (Miles)Length (Miles)RIP Milepost to MilepostDescriptionSchedule

NP BLRI PVT PRES FY25(1)

NP BLRI PVT PRES FY25(1)

BLUE RIDGE PARKWAY

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

FROM MP 143.11 TO MP 174.60

BLUE RIDGE PARKWAY MAINLINE,

PAVEMENT PRESERVATION ON

BEGIN PROJECT, MP 143.11

END PROJECT, MP 174.60

N

NP BLRI PVT PRES FY25(1)

:1

A

M

S e p te m b e r

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S h e e t

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PROJECT

NUMBER

SHEET

A01

NPS Drwg No. BLRI-601-197493 NPS PMIS No. 335901

NP BLRI PVT PRES FY25(1)

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

:3

A u g u s t

M il e a g e T a b u la ti o n a n d B r id g e S u m m a r y

S h e e t]

P R

O J E

C T

S \b lr i\

P V

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AND BRIDGE SUMMARY

MILEAGE TABULATION

PROJECT

NUMBER

SHEET

A02

0.00EL.

BH TP

mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line

No.

NMSA

NC

N number nominal maximum size aggregate normal crown north

OG

OD

o. to o.

ohwm

o. c.

original ground outside diameter out to out ordinary high water mark on center pvmt.

PT

PST

PSC

PS

prop.

POT

POS

POE

POC

POB

pl.

PI

PGL

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve 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 spa.

shldr.

sec.

SC

SADT

S spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft typ.

Ts

TS

traf.

thd.

TBM

T.

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

VPI

vph var.

VC

V vertical point of intersection vehicles per hour varies vertical curve design speed

W west sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft

1 6

1 6

SEC.

SEC.

E

N 0

00000

JH

RBAR

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

flg.

fin.

flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

CL

cc or c. to c.

BW

brg.

br.

BP

BM

bldg.

BL

BK

Asph

ASC

appr.

AMD

AH

Agg

ADT

ACP

abut.

spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume directional distribution factor centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt.

exc.

ex. or exist.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

HW

HLSD

hex.

hdwl.

inv.

INF

ID

K jt.

high water headlight sight distance hexagon headwall invert infinite inside diameter

K-Value 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 ftg.

gnd or grnd galv.

GAB

ga.

HW

HLSD

hex.

hdwl.

footing ground galvanized graded aggregate base gage (gauge) high water headlight sight distance hexagon headwall

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

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

:0

J u ly

S

H E

E T

P

R O

J E

C T

S \b lr i\ P

V T

P R

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SYMBOLS AND ABBREVIATIONS

PROJECT

NUMBER

SHEET

A03

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

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

:2

A u g u s t

S

H E

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P R

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C T

S \b lr i\

P V

T P

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P B

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(1 s y m .d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

NUMBER

SHEET

A04

MP 143.11 TO MP 174.60

SCALE IN MILES

0 3 6

END SCHEDULE D

MP 174.60

BEGIN SCHEDULE A

MP 143.11

N to Details E635-01, 635-1A, 635-2A and 635-3A.

4. Install and mount TTC signs according

MP 173.00 - 174.60

MP 166.00 - 168.00

MP 163.00 - 164.75

MP 143.11 - 161.00

preservation are the following:

3. The Milepost sections recommended for miles at a time unless otherwise directed.

2. Limit single lane closures to no more than 1.5 temporary traffic control. See Standard 635-6.

1. Use single lane closures with flaggers for

Notes:

END SCHEDULE B

MP 155.00

BEGIN SCHEDULE C

MP 155.00

END SCHEDULE A

MP 149.00

MP 149.00

BEGIN SCHEDULE B

MP 161.00

END SCHEDULE C

BEGIN SCHEDULE D

MP 163.00MP 166.00

MP 164.75

MP 168.00

MP 173.00

:5

S e p te m b e r

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LOCATION MAP

PROJECT

NUMBER

SHEET

A05

NPS Drwg No. BLRI-601-197493 NPS PMIS No. 335901

© 2025 Microsoft Corporation © 2025 TomTom cross slope Match existing

Limits of disturbance

CHIP SEAL

PAVEMENT PRESERVATION TYPICAL SECTION

See Pavement / Surface Summary Sheets For Roadway or Surface Dimensions

Fog seal

Existing asphalt pavement

Existing aggregate base

Existing asphalt surface cross slope Match existing

(typ.)

Existing ground

See Note 3

Chip seal,Type 1C installation.

locations of all pavement markings for review and approval prior to pavement markings, gaps, and breaks unless directed. Layout proposed

Detail E634-03. Match proposed pavement markings to existing

5. Place permanent pavement markings according to Section 634 and markings may remain if less than 50% coverage as approved.

placing pavement preservation treatment. Waterborn pavement

4. Remove pavement markings or other deleterious materials prior to operations.

and all other appurtenances during all pavement preservation treatment

3. Protect all curbs, sidewalks, manholes, water valves, bridge joints, applying pavement preservation treatment.

Section and seal or fill cracks according to Detail E414-01 prior to

2. Patch surface according to asphalt concrete pavement patch Typical

1. Install fiber rolls for inlet protection as directed. See Detail E157-04A.

NOTES:

NO SCALE

:5

S e p te m b e r

T

Y P

IC

A

L S

E C

T

IO

N S fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

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S \b lr i\ P

V T

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(1

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Y

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S \C

A D

D \B

-B

N P

B L

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(1 ty p .d g n

TYPICAL SECTIONS (01)

PROJECT

NUMBER

SHEET

B01

SECTION A-A

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

3. Patch pavement in accordance to Section 418.

construction and verify.

2. Determine patching limits based on conditions encountered at the time of

1. Install fiber rolls for inlet protection as directed. See Detail E157-04A.

NOTES:

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

Pavement distress

6"

3' min.

Varies

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

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

See Pavement Preservation Typical Section for final surface treatment perimeter (typ.)

Apply tack coat to patch

Existing ground (typ.)face full depth (typ.)

Saw cut vertical

Separation geotextile, woven

Limit of undercut crushed aggregate

Backfill with min. 6" pavement (typ.)

Existing asphalt concrete

:0

O c to b e r

T

Y P

IC

A

L S

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T

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N S fh fl fi le s e rv e .f lh d

.f h w a .d o t.

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\B

-B

N

P B

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I P

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P R

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(1 ty p

.d g n

TYPICAL SECTIONS (02)

PROJECT

NUMBER

SHEET

B02

SCHEDULE A

:0 c to b e r

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

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D

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\C A

D D

\C

-C

N

P B

L R

I P

V T

P R

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F Y

(1 d g n

TABULATION OF QUANTITIES (01)

PROJECT

C01

SCHEDULE B

:0 c to b e r

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

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D

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\C A

D D

\C

-C

N

P B

L R

I P

V T

P R

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(1 d g n

TABULATION OF QUANTITIES (02)

PROJECT

C02

SCHEDULE C

:0 c to b e r

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

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\C A

D D

\C

-C

N

P B

L R

I P

V T

P R

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F Y

(1 d g n

TABULATION OF QUANTITIES (03)

PROJECT

C03

SCHEDULE D

:0 c to b e r

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

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D

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\C A

D D

\C

-C

N

P B

L R

I P

V T

P R

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F Y

(1 d g n

TABULATION OF QUANTITIES (04)

PROJECT

C04

:2

S e p te m b e r

S

U M

M A

R

IE

S A

N D

S C

H E

D U

L E

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C

-C

N

P B

L R

I P

V T

P R

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F Y

(1 d g n

SUMMARIES AND SCHEDULES (01)

PROJECT

C05

:2

S e p te m b e r

S

U M

M A

R

IE

S A

N D

S C

H E

D U

L E

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C

-C

N

P B

L R

I P

V T

P R

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F Y

(1 d g n

SUMMARIES AND SCHEDULES (02)

PROJECT

C06

:2

S e p te m b e r

S

U M

M A

R

IE

S A

N D

S C

H E

D U

L E

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

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D

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\C A

D D

\C

-C

N

P B

L R

I P

V T

P R

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F Y

(1 d g n

SUMMARIES AND SCHEDULES (03)

PROJECT

C07

:2

S e p te m b e r

S

U M

M A

R

IE

S A

N D

S C

H E

D U

L E

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

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\C A

D D

\C

-C

N

P B

L R

I P

V T

P R

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F Y

(1 d g n

SUMMARIES AND SCHEDULES (04)

PROJECT

C08

:4 c to b e r

S

U M

M A

R

IE

S A

N D

S C

H E

D U

L E

S fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

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C T

S \b lr i\

P V

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Y (1

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D

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\C A

D D

\C -C

N

P B

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I P

V T

P R

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F Y

(1 d g n

SUMMARIES AND SCHEDULES (05)

PROJECT

C09

:4 c to b e r

S

U M

M A

R

IE

S A

N D

S C

H E

D U

L E

S fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

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P V

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\C A

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\C -C

N

P B

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I P

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P R

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F Y

(1 d g n

SUMMARIES AND SCHEDULES (06)

PROJECT

C10

:4 c to b e r

S

U M

M A

R

IE

S A

N D

S C

H E

D U

L E

S fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

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C T

S \b lr i\

P V

T P

R E

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Y (1

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W Y

D

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\C A

D D

\C -C

N

P B

L R

I P

V T

P R

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F Y

(1 d g n

SUMMARIES AND SCHEDULES (07)

PROJECT

C11

:5 c to b e r

S

U M

M A

R

IE

S A

N D

S C

H E

D U

L E

S

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

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D

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\C A

D D

\C

-C

N

P B

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F Y

(1 d g n

SUMMARIES AND SCHEDULES (08)

PROJECT

C12

Sheet 1 of 2 first be approved by the 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

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-24, 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

Fiber Roll is a EFLHD FP-24 Detail included in the plans by variance.variance.

Edition (VESCH) and FP-24 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, 3rd 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 fiber roll (inlet protection),Erosion and Sediment Control measures, including

Erosion and Sediment Control

Fiber Roll - Fiber roll is placed as shown in EFLHD FP-24 Detail drawings to provide inlet protection.

Structural Practices when directed.

measures when they are no longer needed orClean and remove the temporary erosion and sediment control3.

Install and maintain all erosion and sediment control practices as directed.2.

Clearly mark areas which are not to be disturbed with flags, signs, etc..1

Management Strategies

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.2.

reaches half the height of the device. Replace damaged fiber roll within 24 hours of inspection.

Inspect fiber roll weekly and after each runoff event. Remove sediment deposits from the fiber roll when it1.

duration). In particular, check the following:

In general, check all erosion and sediment control measures daily, after every significant rainfall (0.5�” in a 24-hour

Maintenance and Inspection are stabilized.

After completion of pavement preservation treatment, remove fiber roll only after all upslope areas

Phase III: Final Construction/Stabilization diverting water through inlets.

Install inlet protection prior to Provide watering for dust control within the construction limits and staging areas.

Phase II: Intermediate Controls construction limits.

leave the project site. Perimeter controls include fiber roll (inlet protection) and other specified measures outside the Prior to any pavement work, construct perimeter controls to ensure that disturbed sediment does not

Phase I: Establish Perimeter Controls

Sequence of Construction in must 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 construction will be the same.

No new impervious surface will be created by project. The Runoff Coefficient prior to construction and after and other miscellaneous work.

Work consists of placement of chip seal and fog seal, patching, crack cleaning and sealing, pavement marking

Project Description :5

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CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01

Regulations, MS-1MS-19 must be addressed.

minimum standards (from the Virginia Erosion & Sediment Control

6 of the Virginia Erosion & Sediment Control Handbook. All applicable

This section presents the guidelines & requirements identified in Chapter

VESCH Minimum Standards (MS-19) dormant for more than one year.

stabilization shall be applied to areas to be left dormant for longer than 13 days. Permanent may not be at final grade but will remain applied within seven days to denuded areas that of the site. Temporary soil stabilization shall be days after final grade is reached on any portion shall be applied to denuded areas within seven

1. Permanent or temporary soil stabilization transferred offsite.

onsite and borrow areas or soil intentionally stabilization shall be applied to all soil stockpiles

Temporary protection and permanent or protected with sediment trapping measures.

stockpiles and borrow areas shall be stabilized

2. During construction of the project, soil enough to survive and will inhibit erosion.

ground cover is achieved that is uniform, mature shall not be considered established until a permanently stabilized. Permanent vegetation established on denuded areas not otherwise

3. Permanent vegetative cover shall be takes place.

made functional before upslope land disturbance step in any land-disturbing activity and shall be to trap sediment shall be constructed as a first sediment barriers and other measures intended

4. Sediment basins and traps, perimeter dikes, other diversions immediately after installation.

earthen structures such as dams, dikes and

5. Stabilization measures shall be applied to

24 hours.

integrity of the basin during a 25 year storm of shall at a minimum maintain the structural yards/acre of drainage area. The outfall system minimum storage capacity of 134 cubic drainage areas less than three acres with

Sediment traps shall be constructed to control drainage area to be served by the trap or basin.

designed and constructed based upon the total

6. Sediment traps and sediment basins shall be corrected.

slope stabilization measures until the problem is stabilization shall be provided with additional excessively within on year of permanent erosion. Slopes that are found to be eroding constructed in a manner that will minimize

7. Cut and fill slopes shall be designed and flume or slope drain structures.

adequate temporary or permanent channel, or fill slopes unless contained within an

8. Concentrated runoff shall not flow down cut

14 days.

remain dormant for longer than denuded areas which will temporary stabilization to all temporary seeding or other

1. Contractor must apply seven (7) days.

which will remain longer than stabilization to soil stockpiles temporary or permanent

2. Contractor must apply project site without approval.

soil can be brought into the all denuded areas. No foreign mix, approved by the CO, to topsoil and permanent seed

3. Contractor must apply any land disturbing activity.

perimeter controls prior to

4. Contractor must establish

5. Not Applicable and wetlands.

adjacent natural features footprint and impact on would have too great of a

Installation of these features requested from DEQ.

6. A written exception will be with these plans.

cut/fill slopes in accordance

7. Contractor must grade remain sheet flow.

8. Not Applicable. All flow must provided adequate drainage or other protection shall be

9. Whenever water seeps from a slope face, otherwise treated to remove sediment.

conveyance system without first being filtered or so that sediment-laden water cannot enter the operable during construction shall be protected

10. All storm sewer inlets that are made channel and receiving channel.

shall be installed in both the conveyance required temporary or permanent channel lining operational, adequate outlet protection and any conveyance channels or pipes are made

11. Before newly constructed stormwater armored by non-erodible cover materials.

Earthen fill may be used for these structures if construction of causeways and cofferdams.

Non-erodible material shall be used for the greatest extent possible during construction.

transport and stabilize the work area to the minimize encroachment, control sediment performed, precautions shall be taken to

12. When work in a live watercourse is shall be provided.

crossing constructed of non-erodible material month period, a temporary vehicular stream construction vehicles more than twice in any six-

13. When a live watercourse must be crossed by live watercourses shall be met.

regulations pertaining to working in or crossing

14. All applicable federal, state, and local watercourse is completed.

stabilized immediately after work in the

15. The bed and banks of a watercourse shall be addition to other applicable criteria:

accordance with the following standards in

16. Underground utility lines shall be installed in above the groundwater table.

roadway is in a fill section

9. Not anticipated. Proposed

10. Not Applicable.

11. Not Applicable.

existing impoundments.

when working adjacent to watercourses, particularly

Contractor must protect live watercourse. However,

12. No work anticipated in

13. Not Applicable.

adjacent to them.

watercourses when working

Contractor must protect live

14. Not Applicable.

them.

when working adjacent to must protect live watercourses

15. Not Applicable. Contractor and promote stabilization.

properly compacted in order to minimize erosion

D. Material used for backfilling trenches shall be accordance with these regulations.

E. Re-stabilization shall be accomplished in complied with.

F. Applicable safety regulations shall be sedimentation.

stabilized to prevent further erosion and temporary measures shall be permanently soil areas resulting from the deposition of authority. Trapped sediment and the disturbed otherwise authorized by the local program measures are no longer needed, unless final site stabilization or after the temporary measures shall be removed within 30 days after

18. All temporary erosion and sediment control performed.

outfall of the pipe or pipe system shall be sites, downstream stability analyses at the channel, pipe, or storm sewer system. For those into adequate natural or man-made receiving development site shall be discharged directely

Concentrated stormwater runoff leaving a the following standards and criteria.

storm of 24-hour duration in accordance with of stormwater runoff for the stated frequency increases in volume, velocity and peak flow rate sediment deposition, erosion and damage due to development sites shall be protected from the

19. Properties and waterways downstream from plans and specifications.

trenches in accordance with the

D. Contractor to compact achieved.

permanent stabilization is any disturbed area until

E. Contractor must re-stabilize applicable safety regulations.

F. Contractor to adhere to all within the project area.

streets and allay dust daily

17. Contractor to sweep out.

and prior to project close following final stabilization temporary filter barriers

18. Contractor must remove unless otherwise directed.

directly to the open space treated or filtered runoff

19. Contractor must discharge be opened at one time.

A. No more than 500 linear feet of trench may uphill side of trenches.

B. Excavated material shall be placed on the streams on off-site property.

manner that does not adversely affect flowing trapping device, or both, and discharged in a filtered or passed through an approved sediment

C. Effluent from dewatering operations shall be

500 linear feet.

utility trenches greater than

A. Contractor must backfill utility trenches.

excavated material uphill from

B. Contractor must place device prior to discharge.

maintain sediment trapping

Contractor shall install and runoff or groundwater.

discharge sediment-laden

C. Contractor must not land disturbing activities.

individual development lots as well as to larger in this manner. This provision shall apply to shall be allowed only after sediment is removed sediment control disposal area. Street washing shoveling or sweeping and transported to a

Sediment shall be removed from the roads by cleaned thoroughly at the end of the day.

public road surface, the road surface shall be

Where sediment is transported onto a paved or by vehicular tracking onto the paved surface.

be made to minimize the transport of sediment intersect paved or public roads, provisions shall

17. Where construction vehicles access routes

Sheet 2 of 2

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CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M02

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.

PROTECTION)

(TEMPORARY INLET

FIBER ROLL

E157-04A

FP-24

DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

PROJECT

S01

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

05/2024

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.

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

NO SCALE

APPROVED FOR USE

FP-24, FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E634-03

06/2024RAISED PAVEMENT MARKERS

WITH AND WITHOUT

PAVEMENT MARKINGS

PROJECT

NUMBER

SHEET

NP BLRI PVT PRES FY25(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 in

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 surface.

minimum of 7 feet above the pavement feet of the sign, mount the sign a

When parking is permitted within 200 supports are crashworthy.

when approved. Ensure all portable sign may be mounted lower than fixed signs face in a vertical plane. Portable signs signs. Ensure sign mounts hold the sign

Submit alternate details for portable

All lumber dimensions are nominal.

posts.

or larger than 10 square feet on double

Mount signs that are wider than 3 feet

See Notes 6 and 7

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

M PH.. .

M PH.. .

WORK

ROAD

AHEAD AHEAD

DETOUR

ROAD

CLOSED

MPH

CLOSED

AHEAD

LANE

RIGHT

DETOUR

NO SCALE

APPROVED FOR USE

FP-24, FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

SIGN MOUNTING

TEMPORARY TRAFFIC CONTROL

E635-01

06/2024

PROJECT

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 a 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 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, locate the warning signs to fit field conditions as approved. Vary Where advance warning signs, placed as shown, interfere with permanent operations.

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

Erect all project advance warning signs before starting construction work.

Refer to Section 635 for allowable retroreflective sheeting types.

State standards may be used as an alternative if approved.

verify that an encroachment permit has been obtained.

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

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

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs

Sign Spacing Table.

When used, place the two W20-1 signs "B" feet apart according to the additional W20-1 sign when approach speeds exceed 50 mph.

Expressway / Freeway

NO SCALE

SIGNS IN FEET

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

A635-1

FP-24

DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

S05

2.

1.

Traffic flow yellow centerline yellow centerline solid yellow centerline and solid yellow centerline

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

4" Broken yellow centerline

4" Broken yellow centerline

NOTE:

Two-way traffic

No passing zone one direction

DETAIL A2

Two-way traffic

No Passing zone one direction

DETAIL B2

Two-way traffic

No passing zone both directions

DETAIL A3

Two-way traffic

No Passing zone both directions

DETAIL B3

Shoulder

Shoulder

Shoulder Shoulder

Shoulder

Shoulder

On two- or three-lane roads, signs may be used instead of following patterns:

To substitute raised pavement markers for lines, use the

Double solid line: two pavement markers, side by side, allowed by the gap shown based on curvature.apart

Two-way traffic

Passing zone both directions

DETAIL B1

Two-way traffic

Passing zone both directions

DETAIL A1

DETAIL A DETAIL B

2' 18'

20'

40'

2' 38'

2' 18'

20'

2' 38'

40'

4" Broken yellow and

4" Broken yellow

4" Solid double

4" Solid double

2 ft broken line: two pavement markers spaced 2 ft

Single solid line: pavement markers spaced on 10 ft centers.

spaced on 10 ft centers.

temporary pavement markings as shown on Detail 635-3A.

Curves < 500' Radius Tangents or Curves ≥ 500' Radius A635-2

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OFFICE OF FEDERAL LANDS HIGHWAY

PAVEMENT MARKINGS

TEMPORARY

PROJECT

S06

Traffic flow

Traffic flow

NO

CENTER

LINE

DO

NOT

PASS

LOOSE

GRAVEL

SPEED

LIMIT

NO

CENTER

LINE

DO

NOT

PASS

LOOSE

GRAVEL

SPEED

LIMIT

NOTES:

3.

2.

1.

Two-way traffic

No Passing zone both directions

DETAIL

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 and W8-7 after each intersection and every 2 miles for

Repeat R2-1 and R4-1 after each intersection and at 1 mile intervals.

up to 14 days when providing signs according to this Detail.

The pavement on two- or three-lane roads may remain unmarked

W8-12 R4-1

W8-7

R2-1

W8-12 R4-1

W8-7

R2-1

A635-3

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

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OFFICE OF FEDERAL LANDS HIGHWAY

PROJECT

NUMBER

SHEET

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

W16-2P

Flagger location

WORK SPACE

TERMINATION AREA

ROAD WORK

END

See Note 4

G20-2 stored in the buffer space.

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

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

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

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

sign at a conspicuous location on the rear of vehicle. Prominently

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) conditions as approved.

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

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

6.

5.

4.

3.

2.

1.

(optional)(optional)

G20-5aP

WORK

ZONE

NOTE:

SIGN SPACING TABLE

LENGTH AND SPACING TABLE

50' - 100' 50' - 100'

See Note 5

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

FEET

SPACING IN FEET

MPH

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

A635-6

FP-24

DETAIL

:4 c to b e r

S td

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\S td

-D e t\

S td

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OFFICE OF FEDERAL LANDS HIGHWAY

S08