Plans_AR_PFH_159-1(003).pdf

PDF 10 MB Posted Apr 29, 2014

Attached to: Ouachita National Forest 159-1(003)
Solicitation number: DTFH71-14-B-00022
Issued by: Department of Transportation Federal Highway Administration

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Plans_AR PFH 159-1(003)

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R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E C/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve centeral angle

Culvert culv.

Corrugated metal pipe CMP

Continuous cont.

Construction joint Constr. jt.

Connection conn.

Column col.

Clear clr.

Centers ctrs.

Center to center cc, c-c or c. to c.

Centerline

Drop Inlet DI

Drawing(s) dwg(s), or drwg(s)

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

Expansion joint exp. jt.

Excavation exc.

Equation EQ or eq.

End section ES

Embankment emb.

[El. 94.16]

Elevation with number El. 94.161

Elevation elev.

Edge of pavement EP or EOP

East E

Gage(gauge) ga.

Galvanized galv.

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transision)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original groung OG

North N

Normal crown NC or NCR

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Range R.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

Section Sec.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transision)

Tangent distance Ts

(tangent length)

Tangent distance T

Vertical point of intersection VPI

Vehicle per hour vph

PAVEMENT REMOVAL/ROADWAY OBLITERATION

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

AREA PATTERN

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

Top of Triangle Points North

TRAVERSE POINT (Horizontal & Vertical)

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

FO=Fibre optics

T=Telephone, E&T=Joint Electrical and Telephone

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

E=electrical, FO=fibre optics SS=storm sewer, T=telephone, W=water G=gas, O=oil, P=power, SA=sanitary sewer, UNDERGROUND UTILITIES

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

EOP

EOG

embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

Mile[Kilometer] post M.P[K.P.]

Maximum max.

Material matl.

Mainline M.L.

Point on tangent POT

Point on spiral POS

Point on curve POC

Point of tangent to spiral PS or TS

Point of tangent PT

Point of spiral to tangent PST or ST spiral

Point of spiral to reverse SRS

Point of spiral to curve PSC or SC

Point of intersection PI

Point of curve to spiral PCS or CS

Point of curve PC

Point of compound curve PCC

Plate pl.

PHTPhoto monument

Pavement pvmt.

A02

LAKE, POND or RESERVOIR

ESAL

NMSA

SACP

Equivalent Single Axle Load

Nominal Maximum Size Aggregate

Superpave Asphalt Concrete Pavement

OUACHITA NATIONAL FOREST

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

Existing Paved Waterway

OUACHITA NATIONAL FOREST

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D A -P

F H

-1 (0 s y m b o l.

d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003)

BIG FORK ATHENS ROAD

SHADY

LAKE

R D

W E

Y C

O R

POLK ROAD

246246

SCALE IN MILES

0 42

SHADY

LAKE

R D

W E

Y C

O R

POLK ROAD

A03

84+75.00

End Project

ROCKY

POTTER

JUNCTION

POTTER

HATFIELD

MENA

DALLAS

COVE

OLD COVE

VANDERVOORT

WICKES

GRANNIS

SPRINGS

BAKER

HARTLEY

FORD

DUCKETT

GALENA

BURG

UMPIRE

DAVIS FORD

MINEOLA

ATHENS

SHADY

GRANDFIELD

NEW HOPE

LANGLEY

ALBERT

BIG FORK

ALF

OPAL

CHERRY HILL

NUNLEY

CAMP

BOARD

SHADY

LAKE

RECREATION

AREA

CONSTRUCTION SIGNING

LOCATION MAP &

1 2 3

FEET

ROAD

AHEAD

WORK

END

ROAD WORK

ROAD

500 FT

WORK5

ROAD

500 FT

WORK

ROAD

1000 FT

WORK

6 1

No Scale

NOTES:

10+22.00

AR PFH 159-1(003)

Begin Project

POLK COUNTY

HOWARD COUNTY

directed by the CO.

Cover or remove all conflicting signs as spacing of all traffic control devices from the CO.

Obtain approval for the final locations and

2009 Edition" for sign spacing.

See"Manual on Uniform Traffic Control Devices, P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D A -P

F H

-1 (0 lo c .d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003)

BIG FORK ATHENS ROAD

20+00

80+00

100+00

NAIL

TBAR

NAIL

TBAR

NAIL

TBAR

NAIL

40049

TBAR

C o u n ty R

Coun ty R

D 6

Polk RD 607

TBAR

NAIL701

TBAR

MON

TBAR

SURVEY INFORMATION SHEET

SITE MAP

A04

Sheet 1 of 2

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D A -A

F H

-1 (0 s u r .d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003)

BIG FORK ATHENS ROAD

PROJECT CONTROL POINT LISTING

CP# NORTHING EASTING ELEVATION TYPE CP# NORTHING EASTING ELEVATION TYPE

PROJECT CONTROL POINT LISTING

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D A -A

F H

-1 (0 s u r .d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003)

BIG FORK ATHENS ROAD

NAIL

TBAR

Polk County

Howard County104

NAIL

TBAR

T4S R28W S31

NAIL

SCALE IN FEET

0 250 500

1934221.916

1930843.459

1931091.129

1931386.028

1933471.742

1933760.642

1933818.012

1934057.958

1933702.791

1933375.319

1933239.611

1933342.570

1932564.814

1931652.847

1938489.588

1937686.430

1937717.197

1936941.877

1936095.429

1935995.129

1935704.280

1934982.954

1934439.009

1933820.753

1933153.089

1932991.163

1933775.646

1933926.227

1933462.133

1933439.453

1933381.433

1933088.865

1931926.521

1932239.218

1932038.512

1931755.999

1931346.828

1930884.166

1930843.969

1931041.256

700385.566

695327.296

695501.275

695641.621

698140.786

698324.542

697939.038

697411.023

697193.832

696887.309

696797.542

696515.232

696665.582

696345.572

700108.219

701277.367

699657.078

699729.221

699991.632

700919.164

701731.298

701717.091

700416.765

700502.546

701255.610

698119.346

698223.091

697300.667

697029.086

695649.426

696198.043

696589.311

696564.250

694764.028

695305.084

695896.703

696288.586

695566.056

695179.795

694648.309

1103.656

1149.857

1132.746

1147.115

1194.068

1187.545

1194.288

1214.536

1208.981

1174.528

1157.186

1171.219

1149.510

1168.819

1218.987

1152.130

1162.924

1161.294

1132.593

1163.397

1189.315

1117.857

1123.023

1072.083

1149.171

1157.721

1190.421

1216.245

1194.369

1154.852

1173.044

1163.617

1157.907

1147.676

1159.034

1162.928

1151.992

1141.845

1147.907

1153.384

TBAR

TBAR;target

TBAR;5017

TBAR;5012

TBAR

TBAR;target

TBAR

TBAR;target

TBAR

TBAR;target

TBAR

1935999.055

1935710.417

1935994.067

1935897.677

1935938.934

1935820.000

1935540.026

1935053.195

1934814.568

1934654.061

1934703.313

1933314.591

1933596.824

700304.667

700421.107

700596.477

701362.677

701648.633

701847.655

701963.618

701682.308

701706.749

701054.850

700552.933

701112.593

700551.856

1121.822

1121.468

1145.920

1177.987

1185.359

1191.067

1181.125

1123.525

1113.597

1136.600

1129.222

1129.698

1078.624

TBAR

1934502.250

1936305.148

1946944.484

1946913.976

1936305.148

1935587.435

1934471.804

1931591.207

1931997.573

700443.356

700477.347

696405.810

696449.573

700477.347

700162.110

700413.921

696099.668

695380.529

1125.967

1112.043

1585.136

1609.236

1112.043

1104.647

1123.797

1161.282

1158.718

NAIL

1151 target

TBAR

TBAR;228

MON

Area: 175,000 Acres (Aprox.)

Howard County, Arkansas

Special Warranty Deed (3057)

Weyerhaeuser Company

Area: 1,165 Acres (Aprox.)

Polk County, Arkansas

Record Book 67 Page: 430-433

Record Book Vol. 55 Page 180

Warranty Deed

Forest Service

Area: 23,200Acres (Aprox.)

Polk County, Arkansas

Special Warranty Deed (3051)

Weyerhaeuser Company

HWY 246

Y 246

H W

P o lk

W/E = 1103.9185

Shady Lake

NAIL

TBAR

1934332.015

1934085.693

1933910.664

1933807.256

1934675.920

1934673.597

1933580.188

1933478.537

1933107.622

1933242.975

1933462.340

1933368.123

1933394.084

1933508.437

1933532.067

1933557.650

1933518.744

1933615.028

1933677.420

1933685.493

1933709.006

1933727.161

699385.634

699394.321

699394.384

699361.082

701111.793

700867.005

700451.635

700341.730

700065.126

700172.738

700442.538

700311.965

700077.433

699960.700

699823.627

699652.145

699471.283

699348.637

699202.229

699055.318

698848.935

698656.054

1210.902

1167.302

1117.728

1091.242

1134.156

1134.689

1076.829

1074.482

1059.675

1064.803

1086.511

1077.426

1075.404

1082.892

1099.742

1099.461

1097.594

1112.470

1103.971

1127.609

1155.154

1170.741

40265

PAINT IN ROCK

NAIL W/

T4S R28W S31 PUBLIC LAND CORNER TO STATION 10+29.60 IS

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

VERT. DATUM: NAVD 1988

GEOID MODEL: GEOID 03 (CONUS)

HOR. DATUM: NAD 1983 (CONUS)

ZONE: ARKANSAS SOUTH 0302

COORDINATE SYSTEM: U.S. STATE PLANE 1983 (GRID)

PROJECT COORDINATE SYSTEM DATA

R/W

H W

Y 246

A05

NO SCALE

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D A -A

F H

-1 (0 s u r .d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003)

BIG FORK ATHENS ROAD

N N

N N N

N N

HWY 246

R E S T

R D

SP GATE

H W

GATE

P O

L K R

GATE

P O

L K R

P O

L K R

Forest RD

TRE

T4S R28W S31

C O

U N

T Y R

TBAR

MON

TBAR

MON

TBAR

NAIL

TBAR 406

TBAR

NAIL

TBAR 116

TBAR

NAIL

P O

L K R

Forest RD

577.1'

28.1'

26.3' 62.5'

85.8'

18.3'

201.3'

283.9'

192.8'

261.4'

67.0'

177.9'

4.1'

64.8'

12.8'

46.2'

529.6'

27.4'

264.3'

18.3'

529.6'

12.0'

257.1'

319.6'

TO CP#109

TO CP#202

551.7'

11.1'

319.6'

TO CP#110

TO CP#203

291.7'

166.2'

0.2' 162.7' 9

580.0'

TO CP#208

102.6'

287.2'

TO CP#400

TO CP#207

6.9'

' TO CP#209

147.1'

193.7'

44.

207.7'

TO CP#209

TO CP# 403

159.2'

4.2'

175'

TO CP#405

TO CP#402

TO CP#702

175'

TO CP#701

163.4'

139.1'

173.4' 185'

236'

149.7

187.2'

TO CP#407

TO CP#500 TO CP#411

TO CP#503

TO CP#502

TO CP#409

TO CP#411

161'

101.2

229.3'

TO CP#502

TO CP#410

TO CP# 106

TO CP#211

TO CP#108

TO CP#205

8.5'

TO CP#404

TO CP#409

TO CP#40049

= AZIMUTH IN DEGREES

= DISTANCE IN FEET162.7'

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D A -A

F H

-1 (0 s u r .d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003)

BIG FORK ATHENS ROAD

SURVEY INFORMATION SHEET

SKETCHES OF REFERENCES

Sheet 2 of 2

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D A -A

-P

F H

-1 (0

A li g n m e n t

D a ta .d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003) A06

BIG FORK ATHENS ROAD

Sheet 1 of 2

Curve Data Curve BIG_FORK-10 P.I. Station 51+03.23 N 1,933,750.36 E 698,382.76 Delta = 18° 57' 32.52" (LT) Degree = 14° 19' 26.20" Tangent = 66.79 Length = 132.36 Radius = 400.00 External = 5.54 Long Chord = 131.76 Mid. Ord. = 5.46 P.C. Station 50+36.44 N 1,933,774.54 E 698,320.50 P.T. Station 51+68.80 N 1,933,747.72 E 698,449.50 C.C. N 1,934,147.40 E 698,465.33 Back = S 68° 46' 20.46" E Ahead = S 87° 43' 52.98" E Chord Bear = S 78° 15' 06.72" E

Course from PT BIG_FORK-10 to PC BIG_FORK-11 S 87° 43' 52.98" E Dist 508.33

Curve Data Curve BIG_FORK-11 P.I. Station 57+57.58 N 1,933,724.41 E 699,037.82 Delta = 40° 10' 20.57" (RT) Degree = 26° 02' 36.73" Tangent = 80.45 Length = 154.25 Radius = 220.00 External = 14.25 Long Chord = 151.11 Mid. Ord. = 13.38 P.C. Station 56+77.14 N 1,933,727.59 E 698,957.44 P.T. Station 58+31.39 N 1,933,670.12 E 699,097.19 C.C. N 1,933,507.77 E 698,948.73 Back = S 87° 43' 52.98" E Ahead = S 47° 33' 32.41" E Chord Bear = S 67° 38' 42.69" E

Course from PT BIG_FORK-11 to PC BIG_FORK-12 S 47° 33' 32.41" E Dist 60.14

Curve Data Curve BIG_FORK-12 P.I. Station 59+71.06 N 1,933,575.86 E 699,200.26 Delta = 39° 45' 08.88" (LT) Degree = 26° 02' 36.73" Tangent = 79.54 Length = 152.64 Radius = 220.00 External = 13.94 Long Chord = 149.60 Mid. Ord. = 13.11 P.C. Station 58+91.52 N 1,933,629.54 E 699,141.57 P.T. Station 60+44.16 N 1,933,572.13 E 699,279.71 C.C. N 1,933,791.89 E 699,290.03 Back = S 47° 33' 32.41" E Ahead = S 87° 18' 41.29" E Chord Bear = S 67° 26' 06.85" E

Course from PT BIG_FORK-12 to PC BIG_FORK-13 S 87° 18' 41.29" E Dist 503.54

Curve Data Curve BIG_FORK-13 P.I. Station 66+46.61 N 1,933,543.87 E 699,881.50 Delta = 48° 25' 01.36" (RT) Degree = 26° 02' 36.73" Tangent = 98.91 Length = 185.91 Radius = 220.00 External = 21.21 Long Chord = 180.43 Mid. Ord. = 19.35 P.C. Station 65+47.70 N 1,933,548.51 E 699,782.70 P.T. Station 67+33.61 N 1,933,466.89 E 699,943.61 C.C. N 1,933,328.76 E 699,772.38 Back = S 87° 18' 41.29" E Ahead = S 38° 53' 39.93" E Chord Bear = S 63° 06' 10.61" E

Describe Chain BIG_FORK

Chain BIG_FORK contains:

1 CUR BIG_FORK-1 CUR BIG_FORK-2 CUR BIG_FORK-3 CUR BIG_FORK-4 CUR BIG_FORK-5

CUR BIG_FORK-6 CUR BIG_FORK-7 CUR BIG_FORK-8 CUR BIG_FORK-9 CUR BIG_FORK-10

CUR BIG_FORK-11 CUR BIG_FORK-12 CUR BIG_FORK-13 CUR BIG_FORK-14 CUR BIG_FORK-15

CUR BIG_FORK-16 CUR BIG_FORK-17 CUR BIG_FORK-18 CUR BIG_FORK-19 CUR BIG_FORK-20

CUR BIG_FORK-21 CUR BIG_FORK-22 CUR BIG_FORK-23 CUR BIG_FORK-24 CUR BIG_FORK-25

Beginning chain BIG_FORK description

Point 1 N 1,931,347.33 E 696,240.87 Sta 10+00.00

Course from 1 to PC BIG_FORK-1 N 51° 38' 55.05" E Dist 29.60

Curve Data Curve BIG_FORK-1 P.I. Station 10+88.33 N 1,931,402.14 E 696,310.14 Delta = 45° 31' 07.09" (LT) Degree = 40° 55' 32.00" Tangent = 58.73 Length = 111.22 Radius = 140.00 External = 11.82 Long Chord = 108.32 Mid. Ord. = 10.90 P.C. Station 10+29.60 N 1,931,365.70 E 696,264.08 P.T. Station 11+40.82 N 1,931,460.54 E 696,316.41 C.C. N 1,931,475.49 E 696,177.21 Back = N 51° 38' 55.05" E Ahead = N 6° 07' 47.95" E Chord Bear = N 28° 53' 21.50" E

Course from PT BIG_FORK-1 to PC BIG_FORK-2 N 6° 07' 47.95" E Dist 108.96

Curve Data Curve BIG_FORK-2 P.I. Station 13+18.44 N 1,931,637.14 E 696,335.38 Delta = 34° 39' 52.76" (RT) Degree = 26° 02' 36.73" Tangent = 68.66 Length = 133.10 Radius = 220.00 External = 10.46 Long Chord = 131.08 Mid. Ord. = 9.99 P.C. Station 12+49.78 N 1,931,568.87 E 696,328.05 P.T. Station 13+82.88 N 1,931,689.11 E 696,380.24 C.C. N 1,931,545.38 E 696,546.79 Back = N 6° 07' 47.95" E Ahead = N 40° 47' 40.71" E Chord Bear = N 23° 27' 44.33" E

Course from PT BIG_FORK-2 to PC BIG_FORK-3 N 40° 47' 40.71" E Dist 126.05

Curve Data Curve BIG_FORK-3 P.I. Station 16+59.32 N 1,931,898.39 E 696,560.85 Delta = 33° 28' 47.00" (LT) Degree = 11° 27' 32.96" Tangent = 150.39 Length = 292.17 Radius = 500.00 External = 22.13 Long Chord = 288.03 Mid. Ord. = 21.19 P.C. Station 15+08.93 N 1,931,784.54 E 696,462.59 P.T. Station 18+01.09 N 1,932,047.55 E 696,579.99 C.C. N 1,932,111.21 E 696,084.06 Back = N 40° 47' 40.71" E Ahead = N 7° 18' 53.72" E Chord Bear = N 24° 03' 17.22" E

Course from PT BIG_FORK-3 to PC BIG_FORK-4 N 7° 18' 53.72" E Dist 556.34

Curve Data Curve BIG_FORK-4 P.I. Station 25+11.39 N 1,932,752.07 E 696,670.43 Delta = 28° 46' 54.16" (LT) Degree = 9° 32' 57.47" Tangent = 153.95 Length = 301.40 Radius = 600.00 External = 19.44 Long Chord = 298.24 Mid. Ord. = 18.83 P.C. Station 23+57.44 N 1,932,599.37 E 696,650.83 P.T. Station 26+58.84 N 1,932,895.34 E 696,614.09 C.C. N 1,932,675.76 E 696,055.71 Back = N 7° 18' 53.72" E Ahead = N 21° 28' 00.44" W Chord Bear = N 7° 04' 33.36" W

Curve Data Curve BIG_FORK-5 P.I. Station 28+13.24 N 1,933,039.03 E 696,557.59 Delta = 70° 07' 25.81" (RT) Degree = 26° 02' 36.73" Tangent = 154.40 Length = 269.26 Radius = 220.00 External = 48.77 Long Chord = 252.76 Mid. Ord. = 39.92 P.C. Station 26+58.84 N 1,932,895.34 E 696,614.09 P.T. Station 29+28.10 N 1,933,141.02 E 696,673.51 C.C. N 1,932,975.85 E 696,818.83 Back = N 21° 28' 00.44" W Ahead = N 48° 39' 25.37" E Chord Bear = N 13° 35' 42.46" E

Course from PT BIG_FORK-5 to PC BIG_FORK-6 N 48° 39' 25.37" E Dist 409.10

Curve Data Curve BIG_FORK-6 P.I. Station 34+64.60 N 1,933,495.42 E 697,076.30 Delta = 22° 10' 47.71" (LT) Degree = 8° 48' 53.05" Tangent = 127.41 Length = 251.62 Radius = 650.00 External = 12.37 Long Chord = 250.06 Mid. Ord. = 12.14 P.C. Station 33+37.19 N 1,933,411.26 E 696,980.64 P.T. Station 35+88.82 N 1,933,609.46 E 697,133.10 C.C. N 1,933,899.25 E 696,551.28 Back = N 48° 39' 25.37" E Ahead = N 26° 28' 37.66" E Chord Bear = N 37° 34' 01.51" E

Course from PT BIG_FORK-6 to PC BIG_FORK-7 N 26° 28' 37.66" E Dist 310.51

Curve Data Curve BIG_FORK-7 P.I. Station 41+14.11 N 1,934,079.65 E 697,367.29 Delta = 88° 37' 25.83" (RT) Degree = 26° 02' 36.73" Tangent = 214.78 Length = 340.29 Radius = 220.00 External = 87.46 Long Chord = 307.37 Mid. Ord. = 62.58 P.C. Station 38+99.33 N 1,933,887.40 E 697,271.54 P.T. Station 42+39.62 N 1,933,988.54 E 697,561.79 C.C. N 1,933,789.32 E 697,468.46 Back = N 26° 28' 37.66" E Ahead = S 64° 53' 56.51" E Chord Bear = N 70° 47' 20.57" E

Course from PT BIG_FORK-7 to PC BIG_FORK-8 S 64° 53' 56.51" E Dist 216.37

Curve Data Curve BIG_FORK-8 P.I. Station 45+37.80 N 1,933,862.05 E 697,831.81 Delta = 20° 36' 26.36" (LT) Degree = 12° 43' 56.62" Tangent = 81.81 Length = 161.85 Radius = 450.00 External = 7.38 Long Chord = 160.98 Mid. Ord. = 7.26 P.C. Station 44+55.99 N 1,933,896.75 E 697,757.73 P.T. Station 46+17.84 N 1,933,855.64 E 697,913.37 C.C. N 1,934,304.26 E 697,948.62 Back = S 64° 53' 56.51" E Ahead = S 85° 30' 22.87" E Chord Bear = S 75° 12' 09.69" E

Course from PT BIG_FORK-8 to PC BIG_FORK-9 S 85° 30' 22.87" E Dist 190.60

Curve Data Curve BIG_FORK-9 P.I. Station 48+67.27 N 1,933,836.10 E 698,162.03 Delta = 16° 44' 02.42" (RT) Degree = 14° 19' 26.20" Tangent = 58.83 Length = 116.83 Radius = 400.00 External = 4.30 Long Chord = 116.41 Mid. Ord. = 4.26 P.C. Station 48+08.44 N 1,933,840.71 E 698,103.38 P.T. Station 49+25.27 N 1,933,814.80 E 698,216.87 C.C. N 1,933,441.94 E 698,072.04 Back = S 85° 30' 22.87" E Ahead = S 68° 46' 20.46" E Chord Bear = S 77° 08' 21.66" E

Course from PT BIG_FORK-9 to PC BIG_FORK-10 S 68° 46' 20.46" E Dist 111.18

CHAIN DESCRIPTION

CENTERLINE

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D A -A

-P

F H

-1 (0

A li g n m e n t

D a ta .d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003) A07

BIG FORK ATHENS ROAD

Sheet 2 of 2

Course from PT BIG_FORK-10 to PC BIG_FORK-11 S 87° 43' 52.98" E Dist 508.33

Course from PT BIG_FORK-11 to PC BIG_FORK-12 S 47° 33' 32.41" E Dist 60.14

Course from PT BIG_FORK-12 to PC BIG_FORK-13 S 87° 18' 41.29" E Dist 503.54

Curve Data Curve BIG_FORK-14 P.I. Station 68+23.51 N 1,933,396.93 E 700,000.05 Delta = 44° 27' 04.57" (LT) Degree = 26° 02' 36.73" Tangent = 89.90 Length = 170.68 Radius = 220.00 External = 17.66 Long Chord = 166.43 Mid. Ord. = 16.35 P.C. Station 67+33.61 N 1,933,466.89 E 699,943.61 P.T. Station 69+04.29 N 1,933,386.51 E 700,089.34 C.C. N 1,933,605.03 E 700,114.83 Back = S 38° 53' 39.93" E Ahead = S 83° 20' 44.50" E Chord Bear = S 61° 07' 12.21" E

Course from PT BIG_FORK-14 to PC BIG_FORK-15 S 83° 20' 44.50" E Dist 173.08

Curve Data Curve BIG_FORK-15 P.I. Station 75+57.81 N 1,933,310.78 E 700,738.46 Delta = 119° 31' 59.27" (LT) Degree = 20° 27' 46.00" Tangent = 480.44 Length = 584.15 Radius = 280.00 External = 276.08 Long Chord = 483.83 Mid. Ord. = 139.01 P.C. Station 70+77.37 N 1,933,366.45 E 700,261.25 P.T. Station 76+61.52 N 1,933,753.43 E 700,551.67 C.C. N 1,933,644.57 E 700,293.70 Back = S 83° 20' 44.50" E Ahead = N 22° 52' 43.76" W Chord Bear = N 36° 53' 15.87" E

Course from PT BIG_FORK-15 to PC BIG_FORK-16 N 22° 52' 43.76" W Dist 370.31

Curve Data Curve BIG_FORK-16 P.I. Station 81+16.72 N 1,934,172.82 E 700,374.69 Delta = 31° 36' 06.20" (RT) Degree = 19° 05' 54.94" Tangent = 84.90 Length = 165.47 Radius = 300.00 External = 11.78 Long Chord = 163.38 Mid. Ord. = 11.34 P.C. Station 80+31.83 N 1,934,094.60 E 700,407.70 P.T. Station 81+97.29 N 1,934,256.74 E 700,387.57 C.C. N 1,934,211.24 E 700,684.10 Back = N 22° 52' 43.76" W Ahead = N 8° 43' 22.43" E Chord Bear = N 7° 04' 40.66" W

Course from PT BIG_FORK-16 to PC BIG_FORK-17 N 8° 43' 22.43" E Dist 29.07

Curve Data Curve BIG_FORK-17 P.I. Station 82+97.84 N 1,934,356.12 E 700,402.82 Delta = 10° 53' 18.51" (RT) Degree = 7° 38' 21.97" Tangent = 71.48 Length = 142.53 Radius = 750.00 External = 3.40 Long Chord = 142.32 Mid. Ord. = 3.38 P.C. Station 82+26.36 N 1,934,285.47 E 700,391.98 P.T. Station 83+68.89 N 1,934,423.46 E 700,426.81 C.C. N 1,934,171.73 E 701,133.30 Back = N 8° 43' 22.43" E Ahead = N 19° 36' 40.94" E Chord Bear = N 14° 10' 01.69" E

Course from PT BIG_FORK-17 to PC BIG_FORK-18 N 19° 36' 40.94" E Dist 96.54

Curve Data Curve BIG_FORK-18 P.I. Station 86+75.53 N 1,934,712.30 E 700,529.73 Delta = 80° 05' 14.24" (RT) Degree = 22° 55' 05.92" Tangent = 210.10 Length = 349.45 Radius = 250.00 External = 76.56 Long Chord = 321.69 Mid. Ord. = 58.61 P.C. Station 84+65.43 N 1,934,514.39 E 700,459.21 P.T. Station 88+14.88 N 1,934,676.91 E 700,736.82 C.C. N 1,934,430.48 E 700,694.71 Back = N 19° 36' 40.94" E Ahead = S 80° 18' 04.82" E Chord Bear = N 59° 39' 18.06" E

Course from PT BIG_FORK-18 to PC BIG_FORK-19 S 80° 18' 04.82" E Dist 95.11

Curve BIG_FORK-19 P.I. Station 91+30.62 N 1,934,623.72 E 701,048.05 Delta = 30° 50' 12.98" (LT) Degree = 7° 09' 43.10" Tangent = 220.63 Length = 430.56 Radius = 800.00 External = 29.87 Long Chord = 425.39 Mid. Ord. = 28.79 P.C. Station 89+09.98 N 1,934,660.89 E 700,830.57 P.T. Station 93+40.55 N 1,934,703.28 E 701,253.84 C.C. N 1,935,449.45 E 700,965.35 Back = S 80° 18' 04.82" E Ahead = N 68° 51' 42.20" E Chord Bear = N 84° 16' 48.69" E

Curve BIG_FORK-20 P.I. Station 94+09.06 N 1,934,727.99 E 701,317.74 Delta = 13° 01' 41.63" (RT) Degree = 9° 32' 57.47" Tangent = 68.51 Length = 136.43 Radius = 600.00 External = 3.90 Long Chord = 136.14 Mid. Ord. = 3.87 P.C. Station 93+40.55 N 1,934,703.28 E 701,253.84 P.T. Station 94+76.98 N 1,934,737.65 E 701,385.57 C.C. N 1,934,143.65 E 701,470.21 Back = N 68° 51' 42.20" E Ahead = N 81° 53' 23.83" E Chord Bear = N 75° 22' 33.01" E

Course from PT BIG_FORK-20 to PC BIG_FORK-21 N 81° 53' 23.83" E Dist 261.02

Curve Data Curve BIG_FORK-21 P.I. Station 98+11.75 N 1,934,784.88 E 701,716.99 Delta = 85° 20' 37.66" (LT) Degree = 71° 37' 11.01" Tangent = 73.75 Length = 119.16 Radius = 80.00 External = 28.81 Long Chord = 108.45 Mid. Ord. = 21.18 P.C. Station 97+38.00 N 1,934,774.48 E 701,643.98 P.T. Station 98+57.16 N 1,934,858.50 E 701,712.55 C.C. N 1,934,853.68 E 701,632.70 Back = N 81° 53' 23.83" E Ahead = N 3° 27' 13.83" W Chord Bear = N 39° 13' 05.00" E

Course from PT BIG_FORK-21 to PC BIG_FORK-22 N 3° 27' 13.83" W Dist 189.92

Curve Data Curve BIG_FORK-22 P.I. Station 100+95.48 N 1,935,096.38 E 701,698.19 Delta = 38° 08' 22.05" (RT) Degree = 40° 55' 32.00" Tangent = 48.40 Length = 93.19 Radius = 140.00 External = 8.13 Long Chord = 91.48 Mid. Ord. = 7.68 P.C. Station 100+47.08 N 1,935,048.07 E 701,701.11 P.T. Station 101+40.28 N 1,935,136.17 E 701,725.73 C.C. N 1,935,056.50 E 701,840.85 Back = N 3° 27' 13.83" W Ahead = N 34° 41' 08.22" E Chord Bear = N 15° 36' 57.19" E

Course from PT BIG_FORK-22 to PC BIG_FORK-23 N 34° 41' 08.22" E Dist 239.24

Curve Data Curve BIG_FORK-23 P.I. Station 113+08.56 N 1,936,096.84 E 702,390.58 Delta = 135° 30' 32.57" (LT) Degree = 15° 04' 40.21" Tangent = 929.05 Length = 898.73 Radius = 380.00 External = 623.76 Long Chord = 703.43 Mid. Ord. = 236.14 P.C. Station 103+79.51 N 1,935,332.89 E 701,861.88 P.T. Station 112+78.24 N 1,935,922.38 E 701,478.05 C.C. N 1,935,549.14 E 701,549.41 Back = N 34° 41' 08.22" E Ahead = S 79° 10' 35.65" W Chord Bear = N 33° 04' 08.07" W

Curve BIG_FORK-24 P.I. Station 113+84.71 N 1,935,902.39 E 701,373.48 Delta = 21° 54' 39.99" (RT) Degree = 10° 25' 02.69" Tangent = 106.47 Length = 210.33 Radius = 550.00 External = 10.21 Long Chord = 209.05 Mid. Ord. = 10.02 P.C. Station 112+78.24 N 1,935,922.38 E 701,478.05 P.T. Station 114+88.57 N 1,935,922.86 E 701,269.00 C.C. N 1,936,462.60 E 701,374.77 Back = S 79° 10' 35.65" W Ahead = N 78° 54' 44.37" W Chord Bear = N 89° 52' 04.36" W

Course from PT BIG_FORK-24 to PC BIG_FORK-25 N 78° 54' 44.37" W Dist 122.01

Curve Data Curve BIG_FORK-25 P.I. Station 117+94.07 N 1,935,981.61 E 700,969.20 Delta = 79° 39' 31.70" (RT) Degree = 26° 02' 36.73" Tangent = 183.49 Length = 305.87 Radius = 220.00 External = 66.48 Long Chord = 281.82 Mid. Ord. = 51.05 P.C. Station 116+10.58 N 1,935,946.33 E 701,149.27 P.T. Station 119+16.45 N 1,936,165.09 E 700,971.59 C.C. N 1,936,162.22 E 701,191.58 Back = N 78° 54' 44.37" W Ahead = N 0° 44' 47.34" E Chord Bear = N 39° 04' 58.52" W

Course from PT BIG_FORK-25 to 2 N 0° 44' 47.34" E Dist 77.31

Point 2 N 1,936,242.39 E 700,972.60 Sta 119+93.76

Ending chain BIG_FORK description

CHAIN DESCRIPTION

CENTERLINE

D e c

T I

M E

M P

R O J E

C T S F

H A

R P r o j_

D e v C

A D

D C P e r m

S ig n S c h e d u le .d g n

STERLING, VIRGINIA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

No.

Sign

No.

Text Sign Text Remarks

Station Side Series Combination

Color Quantity

LOCATION PANEL SIZE TEXT SIZE

(in.)

Width

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

(sq ft)

Total Area

(ft)

Support (in.)

Height (No Pay)

REG STATE PROJECT

SHEET

NO.

8 AR

1 See Note 2

OUACHITA NATIONAL FOREST

30 30 6.25

C02

Yellow on

Black

See Note 2 1

Yellow on

Black

PFH 159-1(003)

Note 3

See

ROAD

NARROWS

PAVEMENT

ENDS

W5-1

W8-3 30 30 6.25

6.25

Rounded Total 2

Total

SIGN SCHEDULE

PERMANENTand "Standard Highway Signs" for dimensions.

See "Manual on Uniform Traffic Control Devices, 2009 Edition"

1. Install supports in accordance with Detail E633-01.

NOTES:

3. See Plan sheets for more information.

Note 3

See

12.5

See Note 1

D e c

T I

M E

M P

R O J E

C T S F

H A

R P r o j_

D e v C

A D

D C

C o n s t_

S ig n S c h e d u le s .d g n

STERLING, VIRGINIA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

No.

Sign

No.

Text Sign Text Remarks

Station Side Series Combination

Color Quantity

LOCATION PANEL SIZE TEXT SIZE

(in.)

Width

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

(sq ft)

Total Area

(ft)

Support (in.)

Height (No Pay)

REG STATE PROJECT

SHEET

NO.

8 AR

Subtotal

1 See Note 2

4 Note 3

See See Note 2

OUACHITA NATIONAL FOREST

See Note 2

SIGN SCHEDULE

CONSTRUCTION

ROAD WORK

END

MPH

FEET

G20-2

W13-1P

W16-2P 24 18 3 6

24 2

36 18 4.5 18

C03

Orange on

Black

Orange on

Black

Orange on

Black

See Note 2W11-10 3636 9 2 18

Orange on

Black

See Note 2 2

FEET

W16-2P 24 18 3 6

Orange on

Black

PFH 159-1(003)

Notes 3, 4

See

Note 4

See

Note 3

See

Note 4

See

4. See Location Map & Construction Signing sheet for more information.

3. See Details ET 635-6 and ET 635-10 for more information.

and "Standard Highway Signs" for dimensions.

See "Manual on Uniform Traffic Control Devices, 2009 Edition"

1. Install supports in accordance with Detail E635-01.

NOTES:

4 8

See Note 1

Sheet 1 of 3

3636 See Note 29

D e c

T I

M E

M P

R O J E

C T S F

H A

R P r o j_

D e v C

A D

D C

C o n s t_

S ig n S c h e d u le s .d g n

STERLING, VIRGINIA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

No.

Sign

No.

Text Sign Text Remarks

Station Side Series Combination

Color Quantity

LOCATION PANEL SIZE TEXT SIZE

(in.)

Width

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

(sq ft)

Total Area

(ft)

Support (in.)

Height (No Pay)

REG STATE PROJECT

SHEET

NO.

8 AR

Subtotal

OUACHITA NATIONAL FOREST

SIGN SCHEDULE

CONSTRUCTION

WORK

AHEAD

ROAD

W20-1 4 366

C04

Orange on

Black

See Note 2Note 3

See

AHEAD

ONE LANE

ROAD

W20-7

W20-4 Note 3

See 36 36 9 See Note 2 2 18

36 36 9 18

Orange on

Black

Orange on

Black

3636 See Note 29W20-1 2 18

Orange on

Black

WORK

1000 FT

ROAD

3636 See Note 29W20-1 2 18

Orange on

Black

WORK

500 FT

ROAD

PFH 159-1(003)

4. See Location Map & Construction Signing sheet for more information.

3. See Details ET 635-6 and ET 635-10 for more information.

and "Standard Highway Signs" for dimensions.

See "Manual on Uniform Traffic Control Devices, 2009 Edition"

1. Install supports in accordance with Detail E635-01.

NOTES:

Notes 3, 4

See

Note 4

See

Note 4

See

See Note 1

Sheet 2 of 3

D e c

T I

M E

M P

R O J E

C T S F

H A

R P r o j_

D e v C

A D

D C

C o n s t_

S ig n S c h e d u le s .d g n

STERLING, VIRGINIA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

No.

Sign

No.

Text Sign Text Remarks

Station Side Series Combination

Color Quantity

LOCATION PANEL SIZE TEXT SIZE

(in.)

Width

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

(sq ft)

Total Area

(ft)

Support (in.)

Height (No Pay)

REG STATE PROJECT

SHEET

NO.

8 AR

Subtotal

OUACHITA NATIONAL FOREST

Rounded Total

Total

SIGN SCHEDULE

CONSTRUCTION

C05

SHOULDER

WORK

11 W21-5 Note 3

See 36 36 9 9See Note 2

Orange on

Black

PFH 159-1(003)

3. See Details ET 635-6 and ET 635-10 for more information.

and "Standard Highway Signs" for dimensions.

See "Manual on Uniform Traffic Control Devices, 2009 Edition"

1. Install supports in accordance with Detail E635-01.

NOTES:

Sheet 3 of 3

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D D -P

F H

-1 (0 d g n

-D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003)

BIG FORK ATHENS ROAD

PLAN

CURVE INFORMATION

Curve = BIG_FORK-1

PI 10+88.33

R = 140.00'

T = 58.73'

L = 111.22'

PT 11+40.82

P C

P O

220 SQYD

Remove existing pavement apron

R = 52'

B ig F o r k A th e n s R o a d

C u r v e B

O R

11+00

Existing sign to remain

Construction CL

STOP

H W

A Y

SCALE IN FEET

0 10 20

E 696258.122

N 1931360.980

10+22.00

AR PFH 159-1(003)

Begin Project

10+28 LT

Place 24" stop bar

10+56 Edge of existing pavement apron shoulder construction, 10+22

Begin superpave pavement and

D02

Sheet 1 of 3

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D D -P

F H

-1 (0 d g n

-D e c -2

:1 P

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

8 PFH 159-1(003)

PC 84+65.43

PT 83+68.89

84+00

85+00

C u rv e T

-1

CURVE INFORMATION

PI 86+75.53

R = 250.00'

PI 82+97.84

R = 750.00'

L = 142.53'

Curve = TIE_IN-17 Curve = TIE_IN-18

T = 71.48' T = 210.10'

L = 349.45'

PAVEMENT

ENDS

PLAN

BIG FORK ATHENS ROAD

B ig F o rk A th e n s R o a d

W8-3

Future project CL

ROAD

NARROWS

W5-1

Existing paved waterway

Construction CL

SCALE IN FEET

0 10 2082+75 RT

83+75 RT

E 700462.594

N 1934523.343

84+75.00

AR PFH 159-1(003)

End Project shoulder construction, 84+75

End superpave pavement and centerline striping, 84+75

End double solid yellow

D04

Sheet 3 of 3

SAFETY EDGE DETAIL

NO SCALE

E401-A

SAFETY EDGE DETAIL

Travel way Shoulder

Proposed edge of pavement

Top of existing base

Existing aggregate base

S01

Proposed superpave asphalt pavement

Proposed aggregate base grading C or D

1:4 & varies

P R

O J E

C T

S F

H A

-1 (3

P r o j

D e v C

A D

D S td -D e t\

S 1-s t4

1A d e ta il .d g n

-D e c -2

REG STATE PROJECT SHEET NO.

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

AR8 PFH 159-1(003)

"16

S e e N o te m in

V a r ie s

See Note 3

2'-0" (typ.)

18"

"8 t o e d g e

"16 33 "16

STEEL POSTS

G4 W-BEAM GUARDRAIL

"4 11 "

2" "4 14"4

"8 35" x

TS 7" x

W 6 x 9

" R16

"16

" R16

"32

" GUARDRAIL BOLT8

25"

18"

10"

4" minimum

" minimum4

" minimum8

" RECESS NUT8

See Special Contract Requirements when 7'-0" or longer ground shall be 33 inches tall.

" deep4 1" high and 2

" dia. (typ.) Upper 2 holes16

" splice bolt slot.8 1" x 116

" post bolt slot at 6'-3"2 1" x 24 or 18" square anchor. Reduced

Use 20" diameter round anchor

" deep16 11" dia. x

" x 10" guardrail8

" guardrail splice bolts and nuts8 3" x 18

Post spacing 6'-3"

2""8

"16

"32

ET 617-11

D e c

T I

M E

M P

R O J E

C T S F

H A

R P r o j_

D e v C

A D

D S td D e t\

S s t6

E F L

T E

M P .d g n

DETAIL

SHEET NO.

REG STATE PROJECT

NO SCALE

U.S. CUSTOMARY DETAIL

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD APPROVED FOR USE 1/1994

REVISED: 4/1994 6/2005

" x 10" guardrail post bolt8

" dia.16

8 AR PFH 159-1(003) S02

NOTE:

TYPICAL GUARDRAIL CROSS SECTION (See Note 4)

REFLECTOR TAB

1:10 or flatter slope

Ground line

TOP

SIDE FRONT

FRONT TOPSIDE

STRUCTURAL SHAPE POST

WOOD BLOCK

POST AND BLOCK DETAIL

ALTERNATE HOLE ARRANGEMENT

symmetry of

S e e S p e c ia l

C o n tr a c t

R e q u ir e m e n ts

L e n g th

S e e S p e c ia l

C o n tr a c t

R e q u ir e m e n ts

L e n g th fill slope

Variable

steeper than fill slope

Variable slope but not sections departure terminal for approach and

Widening required

Subgrade shoulder.

groundline at face of rail

Edge of pavement or on typical section sheet

Aggregate base or as shown

(See Note 1 and 2)

SHORT GUARDRAIL POST

CONCRETE ANCHOR FOR

RAIL ELEMENT ELEVATION SECTION A-A

W BEAM RAIL MEMBERS

Thickness

Sheet

LCabout

Symmetrical

Thread Length

Splice bolt slots slots

Splice bolt

Neutral axis

STANDARD POST SECTION

POST SPACING

rail as applicable ground line at face of

Edge of pavement or

Lap in direction of traffic

Traffic placed front and rear

Reflective sheeting Hinge line of foreslope

GUARDRAIL BOLT AND RECESS NUT

o r g r o u n d l in e o f p a v e m e n t recess both sides

8 required, each end rail element spacing, center to center size acceptable in solid rock.

If directed to use alternate hole arrangement, post above

Use no more than 3 short guardrail posts in a row.

bolt and recess nut

(8 per splice and 4 per terminal section) accommodate future overlays for raising guardrail to

V a r ia b le

Post length stamp practices.

part, including its appearance, and accepted manufacturing to be those consistent with the proper functioning of the

Dimensional tolerances not shown or implied are intended post. Alternate reflector tab shapes are acceptable.

Install reflector tab between post bolt and rail, every fourth posts are specified.

A01

A02

A03

A04

A05

A06

A07

B01

C01

C02

C03

C04

C05

D01

D02

D03

D04

S01

S02

S03

S04

S05

S06

S07

S08

File details come from the government source that posted it. Updated Nov 14, 2017.