Plans - VA NP BLRI 1K1.pdf

PDF 33 MB Posted Nov 20, 2025

Attached to: VA NP BLRI 1K1 - Blue Ridge Parkway
Solicitation number: 693C73-26-B-000004
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Nov 20, 2025

This file is a project plan for Blue Ridge Parkway improvements prepared by the Federal Highway Administration for the U.S. Department of Transportation. The project is located in Bedford County, Virginia, and involves pavement rehabilitation along a 3.04-mile segment from mile post 86 to mile post 89. Specific work includes full depth reclamation, drainage improvements, signage installation, and miscellaneous infrastructure enhancements.

The related federal contract opportunity (Solicitation Number 693C73-26-B-000004) is exclusively set aside for certified Small Business Concerns, with an estimated project cost between $4,000,000 to $7,000,000. The bid documents are expected to be issued on or about November 20, 2025, with bid details to be posted on SAM.gov. Potential bidders must have an active registration in the System for Award Management (SAM) and are advised to check the website for complete solicitation documentation and updates. Questions about the construction project should be directed to eflhd.contracts@dot.gov.

View the file

Other files

File	Type	Posted
Results of Bid Opening - VA NP BLRI 1K1.pdf	PDF	Jan 6, 2026
VA NP BLRI 1K1_PVT_Memo_adv.pdf	PDF	Nov 20, 2025
FP24_Eng.pdf	PDF	Nov 20, 2025
Categorical Exclusion Form (NEPA).pdf	PDF	Nov 20, 2025
ADV_Bidders Qualifications Form.doc	DOC document	Nov 20, 2025
VETS-4212 Form.pdf	PDF	Nov 20, 2025
VA NP BLRI 1K1_Final Culvert Assessment Report.pdf	PDF	Nov 20, 2025
IFB Solicitation - VA NP BLRI 1K1.pdf	PDF	Nov 20, 2025

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VA NP BLRI 1K1

PLANS FOR PROPOSED PROJECT

VIRGINIA

BEDFORD COUNTY,

NATIONAL

PARK

SERVICE

Project Manager

SHEILA FORONDA

Lead Designer

CHRIS BURNELL

Highway Design Manager

BRADLEY PROCTOR

INDEX TO SHEETS

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

OCTOBER, 2025

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

N/A

Blue Ridge Parkway improvements, signage, and other miscellaneous work.

This project consists of full depth reclamation, drainage

1,299 e(max) 8%

C/A None

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 3.04 Miles

ADT (2025)

ADT (2045)

DHV

%Truck

V (MPH)

60/40

<1%

SPECIFICATIONS:

DESIGN DESIGNATION:

LANE MILES:

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

"Standard Specifications for Construction of Roads

BRIDGE:

ROAD: WIDTH

20'

SURFACE BASE SUBGRADE

7"-9" ACP 6"-16.8" N/A

Cycle #(miles)

RIP Milepost/ Schedule Description Station to Station Length Lane Miles

Know what'sbelow.

before you dig.Call

Title Sheet

Symbols And Abbreviations

Location Map

Survey Control Data

Typical Section

Tabulation of Quantities

Construction Plans

Erosion and Seidment Control Plans

DESCRIPTION

SHEET

A01

A02-A03

A04

A05-A06

B01

C01-C02

D01-D15

M01-M04

M05-M19

M20

Erosion and Sediment Control Narrative

C03-C11 Summaries and Schedules

A07-A14 Alignment Chain Description

VA NP BLRI 1K1

PARKWAY PAVEMENT REHABILITATION

SCALE IN FEET

0 15000 30000

6.36 Miles

0 4040

SCALE IN MILES

Richmond

Arlington

Charlottesville

Front

Royal

KEY MAP

STATE OF VIRGINIA

VA NP BLRI 1K1

N http://va811.com

811 or (800)-522-3120

Virginia811 prior to digging:Call

Blue Ridge Parkway, 0001AC

80+91 to 163+00

2+43 to 80+91

1.55

1.49

MP 87.5 to MP 89.05/Cycle 6

MP 86 to MP 87.5/Cycle 6

Temporary Traffic Control Narrative

N03-N09 Temporary Traffic Control Detour Plan

Standards And DetailsS01-S22

3.11

3.25

(miles)

N01-N02

Soil Map

BLUE RIDGE PARKWAY

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

O c to b e r

T it le S h e e t

N P

P R

O J E

C T

S \b lr i\ k \H

W Y

E S

\C A

D D

\A -B

L R

I_ K tt l.

d g n

PROJECT

NUMBER

SHEET

A01

NPS Drwg No. 601/195443 NPS PMIS No. 323862A

0.00EL.

BH TP

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 spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

SSD

SRS

sqyd sqft spa.

shldr.

sec.

SADT

S typ.

traf.

thd.

TBM

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

VPI

vph var.

V vertical point of intersection vehicles per hour varies design speed

W west mon.

min.

max.

MOD

monument minimum maximum mile post modification main line

No.

NMSA

N number nominal maximum size aggregate normal crown north

o. to o.

ohwm

o. c.

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

PST

PSC

prop.

POT

POS

POE

POC

POB

pl.

PGL

PCS

PCC

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 route right required reinforcement rolled erosion control product roadway right-of-way range radius 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 spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

SSD

SRS

sqyd sqft spa.

shldr.

sec.

SADT

1 6

SEC.

N 0

00000

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

hex.

hdwl.

inv.

jt.

high water hexagon headwall invert inside diameter joint ftg.

flg.

fin.

footing flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

cc or c. to c.

brg.

br.

bldg.

Asph

ASC

appr.

AMD

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 diameter 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.

ESAL

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

lt. or LT Ls

LPSM

long.

LOD

lat.

lam.

L low water left length of spiral lump sum longitudinal Limits of Disturbance latitude lamination length of curve gnd or grnd galv.

GAB

ga.

hex.

hdwl.

ground galvanized graded aggregate base gage (gauge) high water 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

O c to b e r

H E

E T

R O

J E

C T

S \b lr i\ k

\H W

D E

S \C

A D

D \A

X X

-A X

X -B

L R

R D

F L

H D s y m

.d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A02

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

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

Barricade

N.T.S. Not to scale

Sheet 2 of 2

N o v e m b e r

S H

E E

P R

O J E

C T

S \b lr i\ k \H

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

R D

F L

H D s y m

.d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A03

4.3 miles

Buchanan

.6 m il e s

M u n fo rd

.7 m ile s

B e d fo rd

.9 mi lesSn owde n

2+43

MP 86,

End Schedule B, 80+91

Begin Schedule B, End Schedule A, 163+00

MP 89.05,

Begin Schedule A, .6 m ile s

M o n tv a le

NO SCALE

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

LOCATION MAP

BLUE RIDGE PARKWAY

k e e r

C s g ni n n eJ ke er

C yn ot S elt tiL

:5 c to b e r

L o c a ti o n

M a p

P R

O J E

C T

S \b lr i\ k \H

W Y

E S

\C A

D D

\A -B

L R

I_ K lo c .d g n

PROJECT

A04

PROJECT CONTROL POINTS

NAME NORTHING EASTING ELEV. TYPE

100 3691789.14 11155161.20 2375.01 RBAR#CAP

101 3691426.06 11155503.64 2407.03 RBAR#CAP

102 3691297.73 11155847.43 2424.32 RBAR#CAP

103 3691272.73 11156223.58 2438.75 RBAR#CAP

104 3691074.42 11156511.84 2444.25 RBAR#CAP

105 3690896.11 11156732.98 2448.09 PK

106 3690625.83 11156958.73 2452.05 RBAR#CAP

107 3690282.19 11157004.40 2453.17 RBAR#CAP

108 3689900.97 11157063.86 2456.20 RBAR#CAP

109 3689463.72 11157173.44 2459.11 RBAR#CAP

110 3689069.58 11157160.26 2463.60 RBAR#CAP

111 3688939.96 11157476.40 2461.33 RBAR#CAP

112 3688813.50 11157865.98 2467.55 RBAR#CAP

113 3688454.53 11158162.44 2473.71 RBAR#CAP

114 3688147.37 11158382.23 2474.17 RBAR#CAP

115 3687759.02 11158455.54 2474.01 RBAR#CAP

116 3687460.52 11158556.44 2482.35 RBAR#CAP

117 3687497.88 11159047.43 2477.57 RBAR#CAP

118 3687263.40 11159594.87 2469.92 RBAR#CAP

119 3687300.73 11160034.35 2450.20 RBAR#CAP

120 3687385.55 11160457.66 2429.96 RBAR#CAP

121 3692105.61 11155087.12 2349.24 RBAR#CAP

122 3692464.71 11155087.88 2323.57 RBAR#CAP

123 3692894.04 11154908.85 2288.09 RBAR#CAP

124 3693178.08 11154641.48 2259.72 RBAR#CAP

125 3693496.38 11154110.41 2211.27 RBAR#CAP

126 3693827.00 11153818.78 2186.74 RBAR#CAP

127 3694016.79 11153386.02 2158.16 RBAR#CAP

128 3694273.26 11153461.96 2143.55 RBAR#CAP

129 3694530.47 11153806.29 2114.75 RBAR#CAP

PROJECT COORDINATE SYSTEM

Coordinate System : US State Plane 1983

Zone : Virginia South 4502

Hor. Datum : NAD 1988 (Conus)

Vert. Datum : NAVD 1988 (Conus)

Geoid Model : GEIOD18

Units : International Foot

130 3694737.45 11153806.80 2103.61 RBAR#CAP

131 3694866.09 11153576.21 2085.92 RBAR#CAP

132 3694922.42 11153227.53 2062.82 RBAR#CAP

133 3695245.28 11153077.02 2039.48 RBAR#CAP

134 3695441.38 11152812.47 2015.60 RBAR#CAP

135 3695574.54 11152569.52 1998.89 RBAR#CAP

136 3695872.18 11152559.95 1975.99 RBAR#CAP

137 3696399.37 11152683.07 1935.84 RBAR#CAP

138 3696870.38 11152722.46 1909.49 RBAR#CAP

139 3697134.74 11152329.15 1871.34 RBAR#CAP

140 3697378.20 11152014.69 1846.38 RBAR#CAP

141 3697467.19 11151488.50 1815.17 RBAR#CAP

PROJECT CONTROL POINTS

NAME NORTHING EASTING ELEV. TYPE

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

D e c e m b e r

S u r v e y

C o n tr o l

D ta

P R

O J E

C T

S \b lr i\ k \H

W Y

E S

\C A

D D

\A -B

L R

I_ K s u r.

d g n

SURVEY CONTROL DATA

PROJECT

A05

RBAR W/CAP

STOP

RBAR W/CAP

124.3 1'

Az. 2 60°

.42

Az.

1°

RBAR W/CAP

8 S I L T

E D x .9

R C

RBAR W/CAP

51.52'Az. 107°

.8 6'

Az . 5

9°

R B A R

M A

R C P

RBAR W/CAP

115.17' Az.116°

A z.1

R B

A R W /C

A P

RBAR W/CAP

475.43'

Az.304° TO

REBAR 139

A z .1

O R

E B

A R

R B

A R W

A P

3Wx2.5Rx226.75' BOX

A z .5

O R

E B

A R

120.6'

A z.128°

.5 8'

Az .5 7°

RBAR W/CAP

R B

A R W

A P

18"x59.94' RCP

RBAR W/CAP

A z .1

R B

A R W /C

A P

.5 ' R

C P

RBAR W/CAP

A z .5

RBAR W

/CAP

x .5

R C P

E L E

V .2

RBAR W/CAP

95.

01'

Az.

73°

R B

A R W /C

A P

M A

"x1

.95 ' R

RBAR W/CAP

A z .3

RBAR W

/CAP

NAIL

x .4

R C P

Blue Ridge Pkwy Rte. 43

RBAR W/CAP

120.03' Az.298°

RBAR W/CAP

x .2

R C

RBAR W/CAP

45.24' Az.283°

A z.3

R B

A R W /C

A P

RBAR W/CAP

A z.3

A z .1

O R

E B

A R

9 1

R B

A R W C

A P

RBAR W/CAP

A z T

O R

E B

A R

A z.

A R

R B A R W /C

A P

M A G

RBAR W/CAP

A z.

3° T

O R

A R

R B

A R W /C

A P

4'R x3 'W x1 .94 ' B

RBAR W/CAP

30.21'Az. 112°

z. 3

RBAR W

/CAP

25M P H

RBAR W/CAP

A z

z. 3

RBAR W

/CAP

M A G

'x 'x .9

O X

RBAR W/CAP

89.18' Az. 282°

z. 3

R B A R W /C

A P

RBAR W/CAP

621.04'

Az. 301° TO REBAR 125

z. 1

° T

O R

E B A R

R B

A R W /C

A P

RBAR W/CAP

35.71'

Az. 89°

A z

R B

A R W C

A P

OUTLE

T N

OT FND30"

x??'

RCP

RBAR W/CAP

63.32'

Az. 127°

35.09'

Az. 91°

R B

A R

M A

RBAR W/CAP

R B

A R W /C

A P

RBAR W/CAP

A z . 1

A z

R B A R W /C

A P

MAG

x .3

R C P

RBAR W/CAP

A z

RBAR W/CAP

110.88'

Az. 123° 145.47' Az. 97°

RBAR W/CAP

x .6

R C

RBAR W/CAP

73.28' Az. 102°

25.3 4'

Az.

349.93'

Az. 125°

R B A R W /C

A P

RBAR W/CAP

349.93'

Az. 125° TO

REBAR 103

284.10'

z. 129° TO

A R

P K

.1 R C P

284.10'

z. 129°

.5 5'

Az . 5

9°

A z . 1

R B

A R W /C

A P

N A

' R

RBAR W/CAP

A z . 3

R B

A R

W /C

A P

4'Wx3'Rx142.41' BOX

RBAR W/CAP

43.

35'

Az.

5°

39.49' Az. 100°

R B

A R W C

A P

RBAR W/CAP

20.31'Az. 116°

.5 9'

Az . 2

R B

A R

W /C

A P

N A I L

24"x129.84' RCP

RBAR W/CAP

A z . 3

R B

A R W /C

A P

18" x80 .03

' RCP

RBAR W/CAP

z. 1

A z

RBAR W/CAP

NAIL

RBAR W/CAP

z. 1

A z.

RBAR W

/CAP

N A

x x .4

O X

S P E E D

LIM

IT4

RBAR W/CAP

36.87'

Az. 269°

65.32' Az. 125°

R B

A R W /C

A P

.4 9' C

RBAR W/CAP

52.15'Az. 284°

A z . 3

R B

A R W /C

A P

RBAR W/CAP

A z . 1

O R

E B

A R

R B

A R W

A P

INFO

RBAR W/CAP

A z

RBAR W

/CAP

RBAR W/CAP

A z . 1

O R

E B

A R

492.43'

Az. 266° TO REBAR 117

RBAR W/CAP

INFO.

x .0

R C P

RBAR W/CAP

A z

4°

RBAR W/CAP

JCT

RBAR W/CAP

A z . 1

87.96'

Az. 268°

RBAR W/C

KEEP

RIGHT

RBAR W/CAP

45.36' Az. 124°

A z . 3

RBAR W

/CAP

30"

TREE

STOP

RBAR W/CAP

A z . 1

.5 9'

Az . 6

1°

N N N N N N N N N

N N N N N N

N N N N N N N N N

N N N N NN

Lat. 37.4705197748

Long. -79.6378899137

Lat. 37.4641296643

Long. -79.6340586657 Lat. 37.4634119402

Long. -79.6352343147

Lat. 37.4604432053

Long. -79.6311253889

Lat. 37.4547274258

Long. -79.6245954837

Lat. 37.4552625974

Long. -79.6255966367

Lat. 37.4467500496

Long. -79.6180328755

Lat. 37.4448694547

Long. -79.6174048099

Az. 102°

4.83'

4°5.

A z

Az . 6

1°15 .2 6'

A z

A z . 3

Az. 113°

5.88'

A z

Az.

4° 40.

57'

A z

Az. 266°

5.21'

Az . 5

6°4.

A z.

Az. 90°

3.49'

A z

1. Azimuth angle shown is based on north axis at clockwise rotation.

2. Existing utilites shown on map are mapped to Quality Level C.

NOTES:

N.T.S.

N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.

N.T.S.

N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.

N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.N.T.S.

N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.

N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

NO SCALE

D e c e m b e r

S u r v e y

C o n tr o l

D ta

P R

O J E

C T

S \b lr i\ k \H

W Y

E S

\C A

D D

\A -B

L R

I_ K s u r.

d g n

SURVEY CONTROL DATA

PROJECT

A06

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 8

BLUE RIDGE PARKWAY

N o v e m b e r

A li g n m e n t

D a ta

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

K a li

.d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A07

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 8

BLUE RIDGE PARKWAY

N o v e m b e r

A li g n m e n t

D a ta

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

K a li

.d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A08

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 3 of 8

BLUE RIDGE PARKWAY

N o v e m b e r

A li g n m e n t

D a ta

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

K a li

.d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A09

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 4 of 8

BLUE RIDGE PARKWAY

N o v e m b e r

A li g n m e n t

D a ta

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

K a li

.d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A10

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 5 of 8

BLUE RIDGE PARKWAY

D e c e m b e r

A li g n m e n t

D a ta

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

K a li

.d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A11

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 6 of 8

BLUE RIDGE PARKWAY

N o v e m b e r

A li g n m e n t

D a ta

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

K a li

.d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A12

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 7 of 8

BLUE RIDGE PARKWAY

D e c e m b e r

A li g n m e n t

D a ta

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

K a li

.d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A13

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 8 of 8

BLUE RIDGE PARKWAY

O c to b e r

A li g n m e n t

D a ta

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\A X

X -A

X X

-B L

R I_

K a li

.d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A14 turf establishment (typ.)

Aggregate-topsoil course, " NMSA, 0.3 to <3 Million ESAL4

2½" depth, ACP, Gyratory Mix, TANGENT SECTION

FULL DEPTH RECLAMATION WITH CEMENT (FDR)

BLUE RIDGE PARKWAY

Type III-B pavement roughness

1½" depth, ACP, Gyratory Mix, ⅜” NMSA, 0.3 to <3 Million ESAL, Lane- +10.5' Lane-

+10.5'

Existing Match

Existing asphalt concrete pavement

Tack coat

Existing aggregate base

EXISTING PROPOSED

of full depth reclamation with cement.

Remove and haul any additional material in order to achieve 8-inches5.

curb sections after final paving.

Reestablish a minimum 5.5-inch curb reveal along all existing and proposed4.

by the CO.

Shoulder width varies. Grade to ensure proper drainage as directed3.

Maintain roadway grades to existing field conditions as directed by the CO.2.

Match the existing pavement cross slopes as directed by the CO.1.

NOTES:

See Note 5 8" depth, Full Depth Reclamation With Cement, 5'± Shoulder turf establishment (typ.)

Aggregate-topsoil course, " NMSA, 0.3 to <3 Million ESAL4 32½" depth, ACP, Gyratory Mix, SUPERELEVATED SECTION

FULL DEPTH RECLAMATION WITH CEMENT (FDR)

BLUE RIDGE PARKWAY

Type III-B pavement roughness 1½" depth, ACP, Gyratory Mix, ⅜” NMSA, 0.3 to <3 Million ESAL, Lane- +10.5' Lane-

+10.5'

Existing Match

Exisitng asphalt pavement Tack coat

Exisitng aggregate base

EXISTING PROPOSED

8" depth, Full Depth Reclamation With Cement

5'± Shoulder

Existing ground (typ.)

NO SCALE

5'± Shoulder

Asphalt curb (typ.)

Varies

Detail E609-01A for curb installation.

See plans for curb location. See

DETAIL A

See Detail A Curb section, Profile grade

Profile grade

<½" elevation difference (typ.)

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

J u n e

S h e e t

P R

O J E

C T

S \b lr i\ k

\H W

D E

S \C

A D

D \B

L R

S h e e ts .d g n

TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

B01

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

BLUE RIDGE PARKWAY

O c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

TABULATION OF QUANTITIES

PROJECT

C01

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE B

BLUE RIDGE PARKWAY

:3 c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

TABULATION OF QUANTITIES

PROJECT

C02

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

BLUE RIDGE PARKWAY

:3 c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C03

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

BLUE RIDGE PARKWAY

:3 c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C04

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

BLUE RIDGE PARKWAY

O c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C05

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

BLUE RIDGE PARKWAY

NOTES

& E633-02.

Install sign post supports according to Details E633-012.

latest edition.

"Manual on Uniform Traffic Control Devices" (MUTCD), Construct and erect all signs in accordance with the 1.

:3 c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C06

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE B

BLUE RIDGE PARKWAY

:3 c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C07

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE B

BLUE RIDGE PARKWAY

:3 c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C08

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE B

BLUE RIDGE PARKWAY

:3 c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C09

NOTES

& E633-02.

Install sign post supports according to Details E633-012.

latest edition.

"Manual on Uniform Traffic Control Devices" (MUTCD), Construct and erect all signs in accordance with the 1.

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE B

BLUE RIDGE PARKWAY

:2 c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C10

NOTES:

Highway Signs", Revision 1.

Uniform Traffic Control Devices", Revision 1, and "Virginia Standard

Protection Manual", Revision 2.1, Virginia's supplement of the "Manual on

Transportation's right-of-way in accordance with the "Virginia Work Area

Fabricate and install signs within the Virginia Department of4.

Work Area Protection Manual", Revision 2.1.

MUTCD Numbers with a "V" designation reference signs in the "Virginia3.

Work Area Protection Manual", Revision 2.1.

Refer to Figure TTC-53.0 (Signing for Project Limits) in the "Virgina2.

Traffic Control Devices" (MUTCD), latest edition.

Construct and erect signs in accordance with the "Manual on Uniform1.

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

O c to b e r

P R

O J E

C T

S \b lr i\ k

W Y

E S

\C A

D D

\B L

R I_

C S h e e ts

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C11

20"

TREE

36"

TREE 28"

TREE

30" TREEE

L E

V .0

ELEV. 2428.42'

RBAR W/CAP

STOP

INFO.

x .4

R C

43Bedford

NEXT RIGHT

36" TREE

6" TREE

30" TREE

RBAR W/CAP

STONE HEADWALL

M A

T C

H L I

N E

Construction centerline

E 11160496.3262

N 3687438.3005

2+43 (MP 86)

FULL DEPTH RECLAMATION 8" CEMENT

END SCHEDULE B

END PROJECT

R=14' R=13'

2+43 to 2+68

4" solid yellow, Type C, Place pavement markings, 25 lnft, 2+43 to 2+57

4" solid white, Type C, Place pavement markings, 13 lnft, 2+43 to 2+69

4" solid yellow, Type C, Place pavement markings, 26 lnft, 2+43 to 7+20

4" solid white, Type C, Place pavement markings, 477 lnft, 3+20 to 7+20

4" solid yellow, Type C, Place pavement markings, 400 lnft, 3+24 to 7+20

4" solid yellow, Type C, Place pavement markings, 396 lnft, 3+59 to 7+20

4" solid white, Type C, Place pavement markings, 361 lnft, R=50'

R=27'

ONE

WAY

R6-2, 3+16

Remove and replace sign, 2+43 to 7+20

4" dashed white, Type C, Place pavement markings, 477 lnft

2+43 to 7+20

4" dashed white, Type C, Place pavement markings, 477 lnft

Proposed edge of pavement

MP 86

GENERAL NOTE

Install riprap, Class 2 at the end of waterways as directed by the CO.

S75°04'13"W

PI 5+65.74

Δ = 06°14'48" (RT)

R = 3,800.00' T = 207.35' L = 414.30' e = ___

P C

P O

0 1 2 3 4 5 6

BORE

Blu e R idg e P kw y R te.

ASPHALT DITCH

E L E

V . 2

R C

E L E

V . 2

RBAR W/CAP KEEP

RIGHT

JCT

RBAR W/CAP

STONE HEADWALL

SPEED LIM

35 N

M A

T C

H L I N

M A

T C

H L

Construction centerline

R4-7, 7+56 Remove and replace sign, R=3'

10+73 M2-1, M1-V1a, Remove and replace signs, JCT

7+20 to 7+54 4" dashed white, Type C, Place pavement markings, 34 lnft, 4" dashed white, Type C, 7+20 to 7+56 Place pavement markings, 36 lnft, 7+20 to 7+68 4" solid white, Type C, Place pavement markings, 48 lnft, 4" solid white, Type C, 7+20 to 7+54 Place pavement markings, 34 lnft, 4" solid yellow, Type B, 7+20 to 9+01 Place pavement markings, 181 lnft, 4" solid yellow, Type C, 7+20 to 9+01 Place pavement markings, 181 lnft, Proposed edge of pavement

9+01 to 80+91 4" double solid yellow, Type C, Place centerline striping, 14,380 lnft, R2-1, 13+88 Remove and replace sign, SPEED

LIMIT

24" RCP and inlet, 7+30 Clean culvert in place, See Detail E629-02 7+33 left, and RECP, Type 2.C, 14 sqyd, Ditch reconditioning, 25 lnft, See Detail E608-05 9+00 to 10+00 right, Type 5, 33 sqyd, Remove and replace paved waterway, to 14+60 right 460 lnft, 10+00

,in place (paved waterway) Clean drainage structure

12+20 to 16+88 left Shoulder reconditioning, 260 sqyd, U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

2+43 TO 14+60SCALE IN FEET

0 25 50

S81° 19'01

S88°00'13 "W

PI 9+86.82

Δ = 06°41'12" (RT)

R = 1,100.00' T = 64.26' L = 128.37' e = ___

PI 12+78.77

Δ = 33°05'38" (RT)

R = 576.00' T = 171.13' L = 332.70' e = ___

P T

P C

P T

P C

P T

O c to b e r

B L R

I_ K

P la n

S h e t]

P R

O J E

C T

S \b lr i\ k

\H W

D E

S \C

A D

D \B

L R

S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D01

REDUCE

SPEED

AHEAD

Blu e R idg e P kwy R te.

E L E

V . 2

.6 x .1 ' R

C P

E L E

V .8

E L E

V . 2

STONE HEADWALL

x .0

E L E

V .5

RBAR W/CAP

INFO.

T C

H L I N

M A

T C

H L I

N E

0Construction centerline

Proposed edge of pavement

W3-5, 20+04

Remove and replace sign, LIMIT

SPEED

416 lnft, 17+67 to 21+80 right

, in place (paved waterway)

Clean drainage structure

57 sqyd, See Detail E629-02 and RECP, Type 2.C,16+74 to 17+67, Ditch reconditioning, 103 lnft right, right214 lnft, 14+60 to 16+74

,in place (paved waterway)

Clean drainage structure

18" RCP and inlet, 17+16

Clean culvert in place,1

N58°54'09"W

S7 8°4

4'1 9"W

PI 17+59.62

Δ = 42°21'32" (LT)

R = 326.29' T = 126.42' L = 241.23' e = ___

P C

P T

P C

7 1

ASPHALT DITCH

BAR

W /C

RBAR W/CAP N

Construction centerline

Proposed edge of pavement

21+80 to 24+40 right in place (paved waterway), 243 lnft, Clean drainage structure

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

14+60 TO 24+40SCALE IN FEET

0 25 50

N08°22'43"W

PI 23+05.58

Δ = 92°52'58" (RT)

R = 218.59' T = 229.87' L = 354.36' e = ___

P T

O c to b e r

B L R

I_ K

P la n

S h e

P R

O J E

C T

S \b lr i\ k

\H W

D E

S \C

A D

D \B

L R

S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D02

VA NP BLRI 1K1

M A T

C H L

M A T

C H L

D I R . O

N L Y

E L E

V . 2

'R x

W ' C

O N

C . B

O X

STONE H

EADWALL

RBAR

CAP

RBAR W/CAP

NAIL

C P O

U T F A

L L U

N K

N O

W N

M A

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement

24+61 right

21 lnft, 24+40 to

,in place (paved waterway)

Clean drainage structure

25+17 to 29+00 left

Shoulder reconditioning, 212 sqyd, 2'x2' box culvert and inlet, 27+39

Clean culvert in place, N08°22'43"W

N02°03'38"E

PI 24+82.17

Δ = 10°26'21" (RT)

R = 224.00' T = 20.46' L = 40.81' e = ___

PI 28+10.96

Δ = 36°47'17" (LT)

R = 420.00' T = 139.67' L = 269.67' e = ___

P C

P T

E L E

V . 2

.5 ' C

STONE HEADWALL

+E L E

V . 2

RBAR W/CAP

INFO.

M A

T C

H L I N

M A

T C

H L I N

Construction centerline

Proposed edge of pavement29+00 to 29+42 left Shoulder reconditioning, 23 sqyd, 18" RCP and inlet, 32+89 Clean culvert in place, See Detail E629-02 RECP, Type 2.C, 31 sqyd,and

32+33 to 32+88 right, Ditch reconditioning, 55 lnft, U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

24+40 TO 36+20SCALE IN FEET

0 25 50

0 3

N34°43'39"W N37°31'32"W

PI 31+50.41

Δ = 02°47'53" (LT)

R = 2,010.50' T = 49.10' L = 98.18' e = ___

P T

P C

P T

P C

9 3 0 3

S e p te m b e r

L R

I_ K

P la n

S h e

P R

O J E

C T

S \b lr i\ k

\H W

D E

S \C

A D

D \B

L R

S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D03

EED LIM

ASPHALT DITCH

E L E

V . 2

.8 x .0

' R

C P

ELEV. 2402.93'

CONCRETE

HEADWALL

E L E

V . 2

CONCRETE

HEADWALL

E L E

V . 2

STONE HEADWALL

'R x 'W x .5 ' C

O N

C . B

O X x ' R

C P

E L E

V . 2

E L E

V . 2

STONE HEADWALL

NAIL

RBAR W/CAP

NAIL

RBAR W/

CAP

C O

N F

M L

O C

A T

E N

O T O

N P

L A

N S

M A

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement

See Detail E629-02

RECP, Type 2.C, 32 sqyd,and

58 lnft, 37+55 to 37+90 right, Ditch reconditioning, R2-1, 37+32

Remove and replace sign, SPEED

LIMIT

3'x3' box culvert, 37+58

Clean culvert in place, 79 lnft, 42+61 to 43+40 right

,in place (paved waterway)

Clean drainage structure

N75°5 6'19

N73°46 '28"W

PI 42+57.04

Δ = 02°09'51" (RT)

R = 2,989.50' T = 56.47' L = 112.92' e = ___

PI 38+25.57

Δ = 38°24'47" (LT)

R = 910.50' T = 317.19' L = 610.43' e = ___

P T

P C

P T

8 3

ASPHALT DITCH

E L E V . 2

.0 ' R

C P

E L E V . 2

RBAR W/CAP

M A T C

H L

M A

T C

H L

Construction centerline

Proposed edge of pavement

43+40 to 46+60 right , 320 lnft,in place (paved waterway)

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

36+20 TO 46+60SCALE IN FEET

0 25 50

N73 °4

6' "W

PI 45+44.94

Δ = 72°28'05" (RT)

R = 234.50' T = 171.84' L = 296.60' e = ___

S e p te m b e r

L R

I_ K

P la n

S h e

P R

O J E

C T

S \b lr i\ k

\H W

D E

S \C

A D

D \B

L R

S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D04

ASPHALT DITCH

E L E

V . 2

STONE HEADWALL

x .8 ' R

C P

E L E

V . 2

STONE HEADWALL

NAIL

RBAR W/CAP

M A

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement

139 lnft, 46+60 to 47+99 right

,in place (paved waterway)

Clean drainage structure right48+91 to 50+80

, 189 lnft,in place (paved waterway)

Clean drainage structure

N01°18'24"W N03°53'56"E

PI 47+23.57

Δ = 05°12'20" (RT)

R = 339.50' T = 15.43' L = 30.84' e = ___

P C

P T

P C

P T

7 4 8 4

9 5

ASPHALT DITCH

E L E

V . 2

E L E

V . 2

STONE HEADWALL

'R x 'W x .4 ' C

O N

C . B

O X

E L E

V . 2

.9 ' C

E L E

V . 2

E L E

V . 2

.9 ' R

C P

RBAR W/C

+E L E

V . 2

RBAR W/CAP

E L E

V . 2

CONC. DROP INLETCONC. DROP INLET

M A

T C

H L I N

M A

T C

H L I N

Construction centerline

Proposed edge of pavement

18" RCP, 51+18

Clean culvert in place, 18" RCP, 51+90

Clean culvert in place, 663 lnft, 50+80 to 57+43 right ,in place (paved waterway)

Clean drainage structure

MP 87

3'x4' box culvert, 57+54 Clean culvert in place, U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

46+60 TO 58+00SCALE IN FEET

0 25 50

N18°02'31 "W

N02°19'56"W

PI 55+32.69

Δ = 15°42'35" (RT)

R = 839.50' T = 115.82' L = 230.18' e = ___

PI 50+75.60

Δ = 21°56'27" (LT)

R = 910.50' T = 176.50' L = 348.67' e = ___

P T

P C

P T

5 5

O c to b e r

B L

R I_

P la n

S h e

P R

O J E

C T

S \b lr i\ k

\H W

D E

S \C

A D

D \B

L R

S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D05

Blue Ridge Pkwy Rte. 43

E L E

V . 2

STONE HEADWALL

STONE H

EADWALL

STONE H

EADWALL

E L E

V . 2

C P

D I R . O

N L Y

E L E

V . 2

.5 x .5

' R

C P

STONE HEADWALL

x .8 ' R

C P

E L E

V . 2

.8 x .1 ' R

C P

E L E

V . 2

E L E

V . 2

CONC. DROP INLET

NAIL

E L E

V . 2

NAIL

RBAR W/CAP

M A

T C

H L I N

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement

See Detail E629-02

RECP, Type 2.C, 13 sqyd,and

24 lnft, 60+10 to 60+32 right, Ditch reconditioning, See Detail E629-02

RECP, Type 2.C, 14 sqyd,and

25 lnft, 60+37 to 60+61 right, Ditch reconditioning, 18" RCP, 59+92

Clean culvert in place, 18" RCP, 60+36

Clean culvert in place, 18" RCP, 64+58

Clean culvert in place, 30" RCP, 61+41

Clean culvert in place, 61+84 to 65+20 right

, 335 lnft,in place (paved waterway)

Clean drainage structure

See Detail E251-01

11 tons, 61+37 left, Install riprap, Class 2, N41°0 6'18

PI 60+30.15

Δ = 38°46'21" (LT)

R = 537.94' T = 189.29' L = 364.03' e = ___

PI 63+70.06

Δ = 02°09'59" (LT)

R = 4,110.50' T = 77.72' L = 155.42' e = ___

P C

P T

P C

P T

0 6

ASPHALT

DIT

E L E

V . 2

.6 ' R

C P

E L E

V . 2

STONE HEADWALL

RBAR W/CAP

RBAR W/C

M A

T C

H L I N

0 M

A T

C H

L I N

Construction centerline

Proposed edge of pavement

65+20 to 69+38 , 425 lnft,in place (paved waterway)

Clean drainage structure

71+69 to 72+60 left , 87 lnft,in place (paved waterway)

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

58+00 TO 72+60SCALE IN FEET

0 25 50

0N43°25'42"W

PI 69+56.08

Δ = 40°13'19" (LT)

R = 848.08' T = 310.54' L = 595.36' e = ___P

P T

8 6

O c to b e r

B L R

I_ K

P la n

S h e

P R

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S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D06

BORES

ASPHALT DITCH

E L E

V . 2

.3 x .3 ' R

C P

E L E

V . 2

STONE HEADWALL

RBAR W

/CAP

MAG

RBAR W/CAP

M A

T C

H L I

N E

M A

T C

H L I N

Construction centerline

Proposed edge of pavement

78+47 to 79+80 in place (paved waterway), 133 lnft, Clean drainage structure right125 lnft, 78+51 to 79+80

,in place (paved waterway)

Clean drainage structure

See Detail E608-05

13 sqyd, 77+93 to 78+32 right, paved waterway, Type 5, Remove and replace

72+60 to 75+97 left

, 345 lnft,in place (paved waterway)

Clean drainage structure

See Detail E629-02

RECP, Type 2.C, 11 sqyd,and

20 lnft right, 77+02 to 77+06, Ditch reconditioning, See Detail E629-02

RECP, Type 2.C, 27 sqyd, 49 lnft, 76+90 to 77+35 right, Ditch reconditioning, See Detail E609-01A

160 lnft, 76+30 to 77+93 right, Remove and replace curb, asphalt, 6 tons right, 78+35

Install riprap, Class 2, N83° 39'0

1"W

PI 77+11.50

Δ = 38°47'05" (RT)

R = 705.33' T = 248.28' L = 477.45' e = ___

P C

2 P T

BORES

ASPHALT DITCH

E L E

V . 2

STONE H

EADWALL

STONE H

EADWALL

'R x 'W x .5 ' C

O N

C . B

O X

E L E

V . 2

RBARMAG

MAG

RBAR W/CAP

BLR102

BASE

M A

T C

H L I N

M A

T C

H L I N

Construction centerline

Proposed edge of pavement

E 11155315.1431 N 3691621.9289

80+91 (MP 87.5)

FULL DEPTH RECLAMATION 8" CEMENT

END SCHEDULE A

BEGIN SCHEDULE B

80+91 to 163+00 4" double solid yellow, Type C, Place centerline striping, 16,418 lnft, 4 tons, 83+64 right Install riprap, Class 2, See Detail E251-01 29 tons, 85+62 right, Install riprap, Class 2, See Detail E608-05 , rightType 5, 38 sqyd, 82+48 to 83+62

Remove and replace paved waterway, 309 lnft, 80+91 to 84+00 left ,in place (paved waterway)

Clean drainage structure 111 lnft, 79+80 to 80+91 left

,in place (paved waterway) Clean drainage structure

79+80 to 80+91 right , 111 lnft,in place (paved waterway)

Clean drainage structure

156 lnft, 80+91 to 82+48 right ,in place (paved waterway)

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

72+60 TO 87+00SCALE IN FEET

0 25 50

N44° 51'

56" W

N03°11'56"W

PI 83+67.90

Δ = 41°40'01" (RT)

R = 625.12' T = 237.88' L = 454.60' e = ___

P C

P T

O c to b e r

B L R

I_ K

P la n

S h e

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CONSTRUCTION PLAN

PROJECT

D07

D I R . O

N L Y

C P

ASPHALT DITCH

ASPHALT D

ITCH

O U

T L E

T N

O T F

N D

E L E

V . 2

BORE

STONE HEADWALL

RBAR W/CAP

M A

T C

H L I

N E

0 M

A T

C H

L I

N E

Construction centerline

Proposed edge of pavement

See Detail E629-02 and RECP, Type 2.C, 11 sqyd, 20 lnft, 90+35 right, Ditch reconditioning, 91+45 to 93+20 left

, 175 lnft,in place (paved waterway)

Clean drainage structure

90+35

Clean culvert in place, N03°11'56"W

P C

0 9

ASPAHLT DITCH

E L E

V . 2

'R x 'W C

O N

C . B

O X

O U

T L E

T N

O T F

N D

STONE HEADWALL

RBAR W/CAP

E L E

V . 2

C P

. O

N L Y

STONE H

EADWALL

RBAR W

/CAP

BORES

M A

T C

H L I N

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement left94+02

(headwall), 7 lnft, Repoint stone masonry

535 lnft, 94+73 to 100+13 left

,in place (paved waterway)

Clean drainage structure

93+20 to 93+50 left

, 33 lnft,in place (paved waterway)

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

87+00 TO 100+20SCALE IN FEET

0 25 50

N56°10 '42"W

PI 94+06.16

Δ = 52°58'47" (LT)

R = 1,149.61' T = 572.92' L = 1,063.01' e = ___

P T

6 9

O c to b e r

B L R

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P la n

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S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D08

CONC. DROP INLET

E L E

V . 2

.6 x .2 ' R

C P

E L E

V . 2

E L E

V . 2

'R x 'W x .0 ' C

O N

C . B

O X

MAG

E L E

V . 2

MAG

RBAR W/CAP

ASPAHLT DITCH

E L E

V . 2

'R x 'W C

O N

C . B

O X

O U

T L E

T N

O T F

N D

STONE HEADWALL

D I R . O

N L Y

NAIL

M A

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement

See Detail E629-02 and RECP, Type 2.C, 42 sqyd, left,75 lnft, 105+87 to 106+38

Ditch reconditioning, See Detail E629-02

RECP, Type 2.C, 42 sqyd,and left,75 lnft, 100+12 to 100+82

Ditch reconditioning, See Detail E629-02

RECP, Type 2.C, 37 sqydand left,67 lnft, 100+82 to 101+43

Ditch reconditioning, 119 lnft, 106+38

Lining 18-inch pipe culvert, 104+02 to 107+27 right, See Detail E609-01A

Remove and replace curb, asphalt, 323 lnft, See Detail E608-05

Type 5, 71 sqyd, 101+63 to 103+73 right, Remove and replace paved waterway, 101+43 to 104+24 left

, 281 lnft,in place (paved waterway)

Clean drainage structure

10 lnft, 104+57 left

Repoint stone masonry (headwall), N55°41'55" W

N45°11'22"W

PI 101+76.80

Δ = 00°28'47" (RT)

R = 24,489.50' T = 102.55' L = 205.09' e = ___

PI 105+41.05

Δ = 10°30'33" (RT)

R = 864.50' T = 79.51' L = 158.56' e = ___

P C

P T

P C

P T

6 1

E L E V . 2

CONC. DROP INLET

ILT

E D

.4 ' R

C P

E L E V . 2

25MPH

RBAR W/CAP

BORE

M A

T C

H L I N

M A

T C

H L I N

Construction centerline

Proposed edge of pavement

108+83 to 110+00 W1-3 and W13-1P, W13-1P and replace Remove signs W1-2 and

MPH

See Detail E629-02 RECP, Type 2.C, 12 sqyd,and right,21 lnft, 111+42 Ditch reconditioning, right4 tons, 107+88 Install riprap, Class 2, 18" RCP, 111+39

Clean culvert in place, 107+64 to 111+38 left , 374 lnft,in place (paved waterway)

Clean drainage structure

107+63 to 108+78 right Shoulder reconditioning, 64 sqyd, See Detail E608-05 23 sqyd, 107+27 to 107+87 right, Remove and replace paved waterway, Type 5, MP 88

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

100+20 TO 113+40SCALE IN FEET

0 25 50

N45°11'22"W

N68°4 0'19

PI 109+46.75

Δ = 23°28'57" (LT)

R = 540.00' T = 112.23' L = 221.32' e = ___

P C

P T

P C

8 1

O c to b e r

B L R

I_ K

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CONSTRUCTION PLAN

PROJECT

D09

L E

V . 2

'R x 'W x .9 ' B

O X

E L E

V . 2

STO

N E H

EAD

ALL

7 R

B A R W /C

A P

M A T C

H L

M A

T C

H L I N

Construction centerline

Proposed edge of pavement

114+30 to 116+00 left in place (paved waterway), 170 lnft, Clean drainage structure

PI 115+32.82

Δ = 121°17'38" (RT)

R = 169.00' T = 300.50' L = 357.77' e = ___

PT 115+

90.08

E L E

V . 2

RBAR W/CAP

.2 ' R

C P

E L E

V . 2

MAG

RBAR W/CAP

CONC. DROP INLET

M A

T C

H L I N

M A

T C

H L

Construction centerline

Proposed edge of pavement

205 lnft, 116+00 to 118+04 left ,in place (paved waterway)

Clean drainage structure left196 lnft, 118+56 to 120+60

,in place (paved waterway)

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

113+40 TO 120+60SCALE IN FEET

0 25 50

N52°37'19"E

N26 °5

1'5 9"E

PI 119+71.57

Δ = 25°45'20" (LT)

R = 320.00' T = 73.16' L = 143.85' e = ___

P C

P T

P C

O c to b e r

B L

R I_

P la n

S h e

P R

O J E

C T

S \b lr i\ k

\H W

D E

S \C

A D

D \B

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S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D10

RBAR W/CAP

S T

O N

E H

E A

D W

A L L

M A T C

H L

M A

T C

H L I N

Construction centerline

Proposed edge of pavement

120+60 to 123+20 left place (paved waterway), 240 lnft, Clean drainage structure in and Detail E617-67 to 122+48. See Standards 617-60 and 617-61

Install 30' structure transition railing, 122+22 timber guardrail, 122+13 to 122+22.

121+90 to 122+13. Install 10' steel-backed

Type SBT-FAT, Install 30' TL-2 guardrail terminal section, N °5

'5 "E

N47 °2

25°45'20"

PI 121+94.44

Δ = 74°21'44" (LT)

R = 190.58' T = 144.56' L = 247.35' e = ___

120+

49.88 P

P C

1 1

Blue Ridg e Pkw y Rte

. 43

E L E

V . 2

.4 ' R

C P

E L E

V . 2

NAIL

E L E

V . 2

.3 ' R

C P

E L E

V . 2

RBAR W/CAP

STONE HEADWALL

STONE W

ALL

M A

T C

H L

M A

T C

H L I N

Construction centerline

Proposed edge of pavement left420 lnft, 123+20 to 127+45 ,in place (paved waterway)

Clean drainage structure

18" RCP, 127+29

Clean culvert in place, See Detail 629-02 RECP, Type 2.C, 6 sqyd,and

10 lnft right, 127+32 Ditch reconditioning, 127+20 and W13-1P,W1-3

Place signs,35

MPH

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

120+60 TO 127+60SCALE IN FEET

0 25 50

N47°29'45"W

N80°28'03" W

PI 123+82.34

Δ = 32°58'18" (LT)

R = 242.62' T = 71.80' L = 139.62' e = ___

P T

P C

O c to b e r

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CONSTRUCTION PLAN

PROJECT

D11

.0 ' R

C P

RBAR W/CAP N

M A

T C

H L I N

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement

PI 128+56.59

Δ = 54°22'44" (RT)

R = 300.00' T = 154.11' L = 284.73' e = ___

P T

STONE HEADWALL

E L E V . 1

E L E

V . 1

.6 ' R

C P

E L E

V . 2

RBAR W/CAP

RBAR W

/CAP

"x1

.0 ' R

C P

MAG

E L E V . 2

M A

T C

H L I N

M A

T C

H L I N

Construction centerline

Proposed edge of pavement

See Detail E608-05 ,left9 sqyd, 135+67 to 135+93

Install paved waterway, type 5, left463 lnft, 131+02 to 135+67 ,in place (paved waterway)

Clean drainage structure

131+04 to 132+32 right Shoulder reonditioning, 110 sqyd, U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

127+60 TO 136+20SCALE IN FEET

0 25 50

N26°05'18"W

N64° 39'4

6"W

PI 133+02.87

Δ = 38°34'27" (LT)

R = 417.09' T = 145.96' L = 280.81' e = ___

P C

P T

P C

2 1

O c to b e r

B L

R I_

P la n

S h e

P R

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C T

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CONSTRUCTION PLAN

PROJECT

D12

STONE HEADWALL

E L E

V . 1

.1 x .6 ' R

C P

E L E

V . 1

RBAR W/CAP

M A

T C

H L I N

0 M

A T

C H

L I

N E

Construction centerline

Proposed edge of pavement

30" RCP, 137+60

Clean culvert in place, .5

ASPHALT DI

TCH

ASPHALT DI

TCH

18" T

REE

E L E

V . 1

STONE HEADWALL

x .0 ' R

C P

E L E

V . 1

RBAR W/C

BORE

M A

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement

145+26 to 145+60 right

34 lnft,in place (paved waterway), Clean drainage structure

647 lnft, 139+13 to 145+60 left

,in place (paved waterway)

Clean drainage structure

See Detail E251-01

5 tons, 141+91 right, Install riprap, Class 2, U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

136+20 TO 145+60SCALE IN FEET

0 25 50

N08°43'33"E

N13°05'06"E

PI 138+58.34

Δ = 73°23'19" (RT)

R = 324.50' T = 241.82' L = 415.64' e = ___

PI 141+16.99

Δ = 04°21'32" (RT)

R = 989.50' T = 37.66' L = 75.28' e = ___

P T

P C

P T

0 1 1 1

3 1

O c to b e r

B L

R I_

P la n

S h e

P R

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S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D13

V . 1

R x3

W x2

.8 ' C

O N C B

O X

V . 1

RBAR W

/CAP

N E H

W A

N E H

W A

D A

M A G E

M A

T C

H L I N

M A

T C

H L I N

Construction centerline

Proposed edge of pavement

See Detail E629-02

RECP, Type 2.C, 65 sqyd,and

117 lnft, 145+92 left, Ditch reconditioning, left33 lnft, 145+60 to 145+93

,in place (paved waterway)

Clean drainage structure

145+60 to 146+24 right

, 65 lnft,in place (paved waterway)

Clean drainage structure

147+57

Repair drainage structure, See Detail E629-02 and RECP, Type 2.C, 14 sqyd, 147+57 right, Ditch reconditioning, 25 lnft, PI 146+90.69

Δ = 00°49'42" (LT)

R = 6,010.50' T = 43.45' L = 86.89' e = ___

P C

P T

ASPHAL

T D

ITC

RBAR W/CAP

BORE

T C

H L

M A

LIN

Construction centerline

Proposed edge of pavement

See Detail E608-05A 164 sqyd, 148+52 to 152+20 left, Recondition paved waterway, U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

145+60 TO 152+20SCALE IN FEET

0 25 50

N12°15'24"E

PI 150+95.60

Δ = 72°31'39" (LT)

R = 254.78' T = 186.90' L = 322.51' e = ___

P C

PT 152+

31.20

O c to b e r

B L R

I_ K

P la n

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P R

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CONSTRUCTION PLAN

PROJECT

D14

ASPHALT DIT

RBAR W/CAP

BORE

x .5 ' R

C P

E L E

V . 1

MAG

RBAR

X .6 ' R

C P

E L E

V . 1

D I R . O

N L Y

D I R . O

N L Y

Blue Ridge Pkwy Rte. 43

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

See Detail E608-05

,right156+98 to 157+10

5 sqyd, waterway, Type 5, Remove and replace paved right11 tons, 157+11

Install riprap, Class 2, 156+99 to 158+95 right

Shoulder reconditioning, 110 sqyd, See Detail E609-01

215 lnft, 154+81 to 156+98 right, Remove and replace curb, asphalt, See Detail E608-05A

, left329 sqyd, 152+20 to 159+60

Recondition paved waterway, asphalt, N60°16'1 6"W

N45°49'23"W

PI 155+07.61

Δ = 14°26'53" (RT)

R = 814.72' T = 103.27' L = 205.44' e = ___

PI 159+10.02

Δ = 34°34'44" (LT)

R = 429.09' T = 133.56' L = 258.96' e = ___

P T

P C

P T

6 1

7 1

STOP

ASPHALT DITCH

RBAR W/

CAP

INFO

ILT

E D

.0 ' R

C P

E L E

V . 1

RBAR W/C

M A

T C

H L I N

E 11151678.4224 N 3697428.3481

163+00 (MP 89.05)

FULL DEPTH RECLAMATION 8" CEMENT

BEGIN SCHEDULE A

Construction centerline

Proposed edge of pavement

159+95, See Detail E620-01 Install stone masonry headwall, 18 lnft, 159+92 to 159+95 Remove and replace 18" RCP, See Detail E608-05A 14 sqyd, 159+60 to 159+92 left, Recondition paved waterway, asphalt, , See Detail E251-01right18 tons, 159+96 Install riprap, Class 2, MP 89

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

ROUTE 0001AC

152+20 TO 163+00SCALE IN FEET

0 25 50

N79°56'52"W

159+10.02

P T

P O

O c to b e r

B L R

I_ K

P la n

S h e

P R

O J E

C T

S \b lr i\ k

\H W

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S \C

A D

D \B

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S h e e ts .d g n

CONSTRUCTION PLAN

PROJECT

D15

KEVIN S ROSE Digitally signed by KEVIN S ROSE Date: 2025.08.15 08:34:01 -04'00'

37.444792

-79.610967

Sheet 2 of 4 value as the existing condition.

60 sqft. The addition of this impervious area has a negligible effect to the coefficient value of 0.94, rendering the same

The new impervious area consists of installing new paved waterway. The impervious area will increase approximately by

0.31 acres. The receiving water is McFalls Creek.

riprap, ditch reconditioning, and shoulder reconditioning. The total disturbed area for the project is approximately

Soil disturbing activities include replacement of pipe culverts, removal and installation of paved waterways, placing

This project consists of full depth reclamation, drainage improvements, signage, and other miscellaneous work.

Project Description

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 the Minimum Standards of VESCH unless waived or approved by variance.

of the Virginia Erosion and Sediment Control Handbook, 3rd Edition (VESCH) and FP-24 Detail drawings. Adhere to vegetative and structural erosion and sediment control practices according to Minimum Standards and Specifications with Department of Environmental Quality regulations. Unless otherwise indicated, construct and maintain all proposed for this project. Install and maintain all erosion and sediment control measures required for compliance areErosion and Sediment Control measures including

Erosion and Sediment Control

Details included in the plans by variance.

Silt Fence and Fiber Roll are EFLHD FP-24 silt fence, fiber roll, inlet protection, and check dams

Structural Practices inlets.

Inlet protection (E157-04): Inlet protection is placed as shown in the plans to trap sediment prior to entering exceeding 2% until vegetation is provided for long-term stabilization.

Check dam (E157-04): Check dam is placed as shown in the plans to trap sediment within ditches with slopes vegetation is provided for long-term stabilization.

Fiber roll (E157-04): Fiber roll is placed as shown in the plans to trap sediment and moisture on slopes until is provided for long-term stabilization.

Silt fence (E157-02): Silt fence is placed as shown in the plans to trap sediement on slopes until vegetation removed.

After achieving adequate stabilization, the temporary erosion and sediment controls must be cleaned up and5.

sediment control practices.

The responsible land disturber must be responsible for the installation and maintenance of all erosion and4.

Clearly mark areas which are not to be disturbed with flags, signs, etc.3.

Temporary seeding or other stabilization must follow immediately after grading.2.

Sequence construction so that grading operations can begin and end as quickly as possible.1.

Management Strategies

CO.

sheets in the site plan drawings. In all seeding operations, seed must be applied prior to mulching as approved by the immediately following grading. Seeding will be done in accordance with the planting schedule provided on the notes

All disturbed areas that will remain dormant for more than one year must be stabilized with permanent seeding

Permanent Stabilization

The hydrologic group is classified as A

Peaks-Rock outcrop complex, Pigeonroost gravelly loam, Tate loam, and Thunder very cobbly loam.

dneytown loam, Peaks very gravelly loam, The following soil types were identified within the project site: E

Soils 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 active haul roads, and in pits and staging areas.

longer than 14 days within 7 days of stockpiling. Provide watering for dust control within the construction limits, on around all stockpiled excavated roadway material. Apply temporary seeding to stockpiles remaining in place 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 end

Phase II: Intermediate Controls

.leave the project site. Perimeter controls include silt fence and 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

(with vegetation, riprap, or pavement) before routing drainage through completed culverts.

completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade and are stabilized

Install inlet protection prior to diverting water through inlets. Upon fiber roll fiber roll duration), and in accordance with the Stormwater Pollution Prevention Plan (SWPPP). 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…

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File details come from the government source that posted it. Updated Nov 20, 2025.