Plans_-_AR_ERFO_FSR_2011-1(1).pdf

PDF 13 MB Posted May 8, 2013

Attached to: Ozark-St. Francis National Forest Federal contract opportunity
Solicitation number: DTFH71-13-B-00030
Issued by: Department of Transportation Federal Highway Administration

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Other files attached to Ozark-St. Francis National Forest, newest first.
File	Type	Posted
Amendment_001_-_AR_ERFO_FSR_2011-1(1).pdf	PDF	Jun 3, 2013
Bidder's_Qualifications_Form.doc	DOC document	May 8, 2013
FP03_Errata.pdf	PDF	May 8, 2013
IFB_Solicitation_-_AR_ERFO_FSR_2011-1(1).pdf	PDF	May 8, 2013
FP03_Eng_.pdf	PDF	May 8, 2013
VETS-100A-Form.pdf	PDF	May 8, 2013
Synopsis_-_AR_ERFO_FSR_2011-1(1).doc	DOC document	Apr 25, 2013

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PLANS FOR PROPOSED

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Project Manager Lead Designer

TEXARKANA

PINE BLUFF

FAYETTEVILLE

FORT SMITH CONWAY

JACKSONVILLE

30 65

JONESBORO

WEST MEMPHIS

0 5025

SCALE IN MILES

SPRINGS

HOT ROCK

LITTLE

STATE OF ARKANSAS

KEY MAP

Disaster No.: AR2011-1-FS

SCALE IN MILES

0 10 20

Nilesh Makwana

Title Sheet

Location Map

Tabulation of Quantities

SHEET

DESCRIPTION

INDEX TO SHEETS

Symbols And Abbreviations

Typical Roadway Sections

DESCRIPTION OF PROJECT

IMPROVEMENT:

SPECIFICATIONS:

PROJECT LENGTH:

ADT (2020)

ADT (2013)

DESIGN DESIGNATION:

<50

D 50/50

Length of Work

Number of Lanes

Road Width

<50

14ft

%Truck

%Buses

V (MPH)

e(max)

Fort Smith

Paris

Clarksville

Russellville

West Fork

FOREST

OZARK NATIONAL

533 lnft

21309

B1-B2

PROJECT AR ERFO FSR 2011-1(1)

Yanina Kirtley

PROJECT AR ERFO FSR 2011-1(1)

AR ERFO FSR 2011-1(1)

PROJECT

NEWTON COUNTY, ARKANSAS

Gobblers Knob Road (FSR 1458)

A1 36

REG STATE PROJECT

AR AR ERFO FSR 2011-1(1)

NO.

SHEET

SHEETS

TOTAL

N/A

0.10 Lane MileLANE MILE:

0.10 Mile

D1-D3 Plan and Profile

S1-S12

M1 Erosion & Sediment Control Narrative

Survey Information

Standards and Details

T1-T6 Roadway Cross Sections

K1 Drainage Profile

C2-C4 Summaries and Schedules

M2 Erosion & Sediment Control Plan

N1 Temporary Traffic Control Plan

A4-A5

OZARK-ST. FRANCIS NATIONAL FORESTS

STRUCTURE AND ROAD RECONSTRUCTION

REPLACEMENT OF LOW WATER CROSSING

Know what’sbelow.

before you dig.Call

2012 for box culvert design.

Use AASHTO LRFD Bridge Design Specifications

FP-03 U.S.Customary Units.

Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of improvements, and other miscellaneous work.

aggregate road reconstruction, grading, drainage with box culverts, concrete pavement construction, Project includes replacement of existing pipe culverts

APRIL, 2013

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D A 1-

A R

F S

(1 tt l.

d g n

-A p r -2

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

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.

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.

Vertical point of intersection VPI

Vehicle per hour vph

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

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=fiber 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.

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

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

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transition)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transition)

Tangent distance Ts

(tangent length)

Tangent distance T

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original ground OG

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve central 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 C L

ROADWAY EXCAVATION

LOW WATER CROSSINGLWC

ORDINARY HIGH WATEROHW

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D A -A

(1 s y m .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

OZARK-ST. FRANCIS NATIONAL FORESTS

LOCATION MAP

NOT TO SCALE

15+33

End Project

10+00

Begin Project

(FSR 1458)

Gobblers Knob Rd Project site

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D A

(1 lo c .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

NAIL

TBAR

PK4008

10527

TBAR

NAIL

TBAR

BIG PINEY CREEK

G O

B B L E R S K

N O

B R

G O

B B

L E

R S K

N O

B R

9.6’

A Z

AZ 289.1°

C H

FENCE

61’

AZ 99.3°

A Z

F E

N C E

F E

N C

A Z

AZ 285.7°

5.7’

A Z 126.8°

5.1’

A Z

TBAR

10527

TBAR

NAIL

A Z

A Z .3

F E

N C E

LWC

10527

A Z

AZ 105°

64.1’

AZ 282.2°

66.5’

F E

N C E

NAIL

DITCH

ITC

A Z

NAIL

SCALE IN FEET

0 40 80

NTS NTS NTS

NTS

FENCE (TYP)

TBAR

TO CP#4013

EDGE

CONC

FEN COR

CMP

2-24"

(TYP)

WATER

EDGE

(TYP)

DIRT RD

EDGE OF

2-24"CMP

GATERGR

GATE

(TYP)

GRAVEL RD

EDGE OF

SURVEY INFORMATION

CONC LWC

GATE

PROJECT DATUM INFORMATION

Geoid03 (CONUS)GEOID:

NAVD 1988VERT. DATUM:

NAD 1983 (CONUS)HOR. DATUM:

ARKANSAS 0301 (NORTHERN)ZONE:

US STATE PLANE 1983COORDINATE SYSTEM:

SURVEY FEETUNIT:

PROJECT CONTROL POINTS

1007.826

1013.122

1013.408

1014.104

1011.983

1012.245

1009.454

1009.112

1008.110

1009.906

1007.195

1008.512

1016.400

1036.834

1025.275

1007.508

ELEV.

912623.888

912846.392

912435.150

912414.645

912468.331

912983.543

912750.324

912641.921

911964.144

912122.684

912240.372

912325.769

912872.970

912438.849

912669.837

912543.665

EASTING

530852.632

530641.343

530977.939

530923.370

530858.591

530610.163

530717.893

530733.083

530683.528

530666.885

530680.740

530700.547

530553.141

530634.374

530609.447

530730.296

NORTHING

NAME

TBAR

NAIL

TBAR

NAIL

PK;X

TBAR

NAIL

TYPE

Note:

48.4’ = DISTANCE (FT)

AZ 53.8° = AZIMUTH (DEG) TO CP

N N

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D A

S u r in f o .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

TRANSIT NOTE

SURVEY INFORMATION

Course from PT GOBLR RD-2 to PC GOBLR RD-3 S 31°43’ 13.08" E Dist 150.7498

Chord Bear = S 39°36’ 04.03" E

Ahead = S 31°43’ 13.08" E

Back = S 47°28’ 54.98" E

C.C. N 530,748.5889 E 912,424.7954

P.T. Station 12+45.71 N 530,803.7951 E 912,514.1110

P.C. Station 12+16.82 N 530,825.9807 E 912,495.7567

Mid. Ord. = 0.9917

Long Chord = 28.7937

External = 1.0011

Radius = 105.0000

Length = 28.8847

Tangent = 14.5341

Degree = 54°34’ 02.67"

Delta = 15°45’ 41.91" (RT)

P.I. Station 12+31.36 N 530,816.1582 E 912,506.4693

Curve GOBLR RD-2

Curve Data

Course from PT GOBLR RD-1 to PC GOBLR RD-2 S 47°28’ 54.98" E Dist 51.1645

Chord Bear = S 32°51’ 39.17" E

Ahead = S 47°28’ 54.98" E

Back = S 18°14’ 23.36" E

C.C. N 530,937.9506 E 912,529.0066

P.T. Station 11+65.66 N 530,860.5588 E 912,458.0452

P.C. Station 11+12.07 N 530,905.0861 E 912,429.2823

Mid. Ord. = 3.4003

Long Chord = 53.0093

External = 3.5141

Radius = 105.0000

Length = 53.5890

Tangent = 27.3917

Degree = 54°34’ 02.67"

Delta = 29°14’ 31.63" (LT)

P.I. Station 11+39.46 N 530,879.0707 E 912,437.8558

Curve GOBLR RD-1

Course from 1000 to PC GOBLR RD-1 S 18°14’ 23.36" E Dist 112.0699

Point 1000 N 531,011.5250 E 912,394.2050 Sta 10+00.00

Beginning chain GOBLR RD description

1000 CUR GOBLR RD-1 CUR GOBLR RD-2 CUR GOBLR RD-3 1001

Chain GOBLR RD contains:

DESCRIBE CHAIN GOBBLERS KNOB ROAD

Ending chain GOBLR RD description

Point 1001 N 530,616.6297 E 912,710.8810 Sta 15+33.60

Course from PT GOBLR RD-3 to 1001 S 81°46’ 58.09" E Dist 35.7841

Chord Bear = S 56°45’ 05.59" E

Ahead = S 81°46’ 58.09" E

Back = S 31°43’ 13.08" E

C.C. N 530,736.5533 E 912,692.0436

P.T. Station 14+97.81 N 530,621.7442 E 912,675.4642

P.C. Station 13+96.46 N 530,675.5636 E 912,593.3712

Mid. Ord. = 10.8951

Long Chord = 98.1621

External = 12.0244

Radius = 116.0000

Length = 101.3556

Tangent = 54.1687

Degree = 49°23’ 34.49"

Delta = 50°03’ 45.01" (LT)

P.I. Station 14+50.63 N 530,629.4863 E 912,621.8516

Curve GOBLR RD-3

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D A

S u r in f o .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

TYPICAL SECTIONS

NOT TO SCALE

Box Culvert

Travel Way

Aggregate Surface Course, 6-inch depth

Limits of Work

Varies

Embankment Construction (No Pay)

14’

Existing Ground

Proposed Profile Grade

1V:2H 1V:

1V:1.5H

1V:

Varies

Aggregate Surface Course, 6-inch depth

1V:

1V:2H

Travel Way

14’ Varies

Limits of Work

Varies

1V:

3%3%

Proposed Profile Grade

Existing Ground ty p

10+00 to 12+30

Surface Course

13+80 to 15+33

Surface Course

General Notes:

12+69.33 to 13+30.67

Box Culvert Typical

Existing Ground

Proposed Profile Grade

5’ 5’

Limit of Work e m b e d m e n t d e p th

See Detail E609-A

Depth Varies Roadway Excavation (typ.)

14’Travel Way

16’ ty p

Erosion Control Product (typ.)

Type 3B Temporary Rolled

2’

Erosion Control Product (typ.)

Type 3B Temporary Rolled

0.5%

(S ee n ot e 4)

(S ee n ot e 4) between 11+25 to 11+75 and 14+75 to 15+33.

the CO on right side near private property fence line

Adjust ditch back slope in cut to 1V:1H or as directed by4.

work for clearing and grubbing limits.

Exclude existing gravel roadway width from limits of 3.

at culvert.

length to runoff 3% normal crown to 0.5% section

25 feet or as directed by the CO. Use 25 feet transition project. Transition to proposed 3% cross slope within

Match existing cross slope at beginning and end of the 2.

travel way in accordance with Sections 624 and 625.

Provide turf establishment on all disturbed areas except 1.

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D B

(1 ty p .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

TYPICAL SECTIONS

1V:2H Slope or Flatter

12"

(See Details ET 501-1 and ET 501-2)

Smoothness/Roughness

Reinforced Rigid Pavement, 8-inch depth, Type C

Travel Way

Depth Varies

Roadway Excavation, 5’

Proposed Profile Grade

Geotextile Type II-B

Aggregate Base Grading C or D, 6-inch depth

1V:2 H o r Fl att er Existing Ground

Key Slope Wall

See Slope Wall Detail (Typ.)

Place #4 rebar 2’ on centers

Aggregate Base Grading C or D, 6-inch depth a minimum of 2.5’ deep.

and key slope wall with the existing ground

Intersect the slope wall

6" x 6" Wire Mesh

3% 3% 1V:2H or Flatter

14’

5’

Varies Varies

Limits of Work

Existing Ground

Slope Wall Detail

Travel Way

Proposed Profile Grade

Geotextile Type II-B

Aggregate Base Grading C or D, 6-inch depth

3% 3%

14’ Varies

Limits of Work

Existing Ground

1V:2H 1V:

1V:1.5H

1V:

13+30.67 to 13+80

12+45 to 12+69.33

Rigid Pavement Slab

1’-0"

Finish Grade

#4 REBAR @ 1’-0" C.C.

Key Wall Detail

12+30 to 12+45

Rigid Pavement Slab

Detail (typ.)

See Key Wall

Smoothness/Roughness (See Details ET 501-1 and ET 501-2)

Reinforced Rigid Pavement, 8-inch depth, Type C

Smoothness/Roughness (See Details ET 501-1 and ET 501-2)

Reinforced Rigid Pavement, 8-inch depth, Type C

Embankment Construction (typ.) (No Pay)

Depth Varies

Roadway Excavation (typ.)

General Notes:

ty p

2’

Erosion Control Product (typ.)

Type 3B Temporary Rolled

(See Details ET 501-1 and ET 501-2)

Smoothness/Roughness

Reinforced Rigid Pavement, 6-inch depth, Type C work for clearing and grubbing limits.

Exclude existing gravel roadway width from limits of 3.

to 0.5% section at culvert.

Use 25 feet transition length to runoff 3% normal crown 2.

travel way in accordance with Sections 624 and 625.

Provide turf establishment on all disturbed areas except 1.

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D B

(1 ty p .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

TABULATION OF QUANTITIES

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D C

S u m m a r ie s .d g n

-A p r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

SUMMARIES AND SCHEDULES

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D C

S u m m a r ie s .d g n

-A p r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D C

S u m m a r ie s .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D C

S u m m a r ie s .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

10527

TBAR

NAIL

6T B

A R

5T B

A R

NAIL

0T B

A R

NAIL

1T B

A R

5T B

A R

TBAR

A R

TBAR

E Y C

R E E

BIG

NEY C

REEK

G O

B B

R S K

N O

B R

N o.

P O

P C

P T

P C

P T

P C

P T

P O T

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D D 1-

P .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

GOBBLERS KNOB ROAD

PLAN

SCALE IN FEET

0 25 50

Project slope stake limit

General Note:

Begin Project

E 912394.21

N 531011.53

10+00

Remove and Reset Fence

125’ –

Curve = GOBLR_RD-3

PI 14+50.63

R = 116.00’

T = 54.17’

L = 101.36’

Curve = GOBLR_RD-2

PI 12+31.36

R = 105.00’

T = 14.53’

L = 28.88’

Curve = GOBLR_RD-1

PI 11+39.46

R = 105.00’

T = 27.39’

L = 53.59’

End Project

E 912710.88

N 530616.63

15+33.60

Roadway Excavation

See note 1 Project slope stake limit

Remove and Reset Fence

59’ –

Remove existing concrete LWC, 130’–

(Removal Of Structure)

(typ.)

(OM3-L) or (OM3-R)

Install Object Marker

Curve Data

Pavement, 8" depth

Construct Reinforced Rigid

12+30 to 12+69.33, Pavement, 8" depth

Construct Reinforced Rigid

13+30.67 to 13+80,

1004.33 Invert In elev.

7@ 8’X4’ RCB, 13+00

with new box culverts two 24" existing pipe culverts Remove & replace the CO for approval prior to removing and replacing culverts.

minimum of 2’ cutoff wall at Upstream and Downstream to

Submit detailed drawings of box culvert installation and2.

ground contours as directed by the CO.

Remove sediment and restore area to the approximate original1.

ground contours as directed by the CO.

Remove sediment and restore area to the approximate original1.

10+00 TO 15+33.60

V P I

E L

-4.346%

-0.296%

41’ VC

K = 10

V P I

E L

-0.296%

-4.579%

51’ VC

K = 12

SSD = 278’

V P I

E L

-4.579%

+0.000%

78’ VC

K = 17

V P I

E L

+0.000%

%61’ VC

K = 4

V P I

E L

-4.145%

63’ VC

K = 3

SSD = 83’

10+00 11+00 12+00 13+00 14+00 15+00

16+00

50 50 50 50 50 50

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EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REG STATE PROJECT SHEET NO.

S AR AR ERFO FSR 2011-1(1)

OZARK-ST. FRANCIS NATIONAL FORESTS

PROFILE

GOBBLERS KNOB ROAD

PLAN

Cutoff wall embedded to bedrock or to a minimum depth of 2’

End Project

Begin Project

10+00 elev. 1015.76

15+33.60 elev. 1022.31

Existing Ground Profile (typ.)

Proposed Profile Grade (typ.)

Install 7 box culverts (8’ span x 4’ rise)

@ 13+00, Length =16’–

Invert elev. =1004.29

No skew

10+00 TO 15+33.60

Embedment material, min. 2’ depth

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

SECTION A-A

SECTION B-B

B B

Concrete wingwall (typ.)

PLAN VIEW

Slope wall

Reinforced rigid pavement, 8-inch depth, Type C

Aggregate base grading C or D, 6-inch depth

12"

12" 12"

G O

B B

R S K

N O

B R

N o.

Reinforced Rigid Pavement and concrete slope wall (typ.)

(See Typical Section and Slope Wall Detail)

Concrete wingwall

Embankment Construction (typ.) (No Pay)

Key slope wall

(See typical section)

Match slope to match Slope Wall Detail

NOT TO SCALE

EOP

Seven-8’ span x 4’ rise box culverts

Concrete wingwall

GOBBLERS KNOB ROAD

PLAN

Existing ground (typ.)

2’ on centers

Place #4 rebar n e a r w in g w a ll lo p e w a ll h e ig h t

Note:

near wingwall

Match slope wall width

Subsection 601.04.

See Special Contract Requirement *

10+00 to 15+33.60

0 1010 2020 3030 40405060

8 AR K1

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DRAINAGE PROFILE

REG STATE PROJECT

NO.

SHEET

OZARK-ST. FRANCIS NATIONAL FORESTS

2011-1(1)

AR ERFO FSR

GOBBLERS KNOB ROAD

13+00.00

L RoadC

Elevation view at Outlet of culvert

CL Culvert and wrap it on each side along entire length of the barrel

Install Geotextile, Type II-B underneath a layer of #57 Stone

Existing Ground

13+00

Remove and replace existing two pipe culverts with

Seven - 8’ span x 4’ rise box culverts, Length= 16’–

Skew angle = 0°

Invert elev.= 1004.29’

Cut -off wall

OHW=1007’

Note:

seven - 8’ span x 4’ rise box culverts

Place 12" thick layer of #57 stone, underneath

Invert In elev.= 1004.33’

Offset= 8.0’ Rt.Offset= 8.0’ Lt.

elev.= 1004.25’

Invert Out

Grade to drain (typ.)

OHW=1007’

0.5%

Construct concrete Cut -off wall

2’ min. below bottom of culvert or embedded to bedrock (typ.)

min. of 2’ depth (typ.)

Embedment material (Select Topping) material (Select Topping) or as directed by the CO.

Use excavated river bed material as embedment

Embedment material (Select Topping) min. of 2’ depth

CONTROL NARRATIVE

EROSION & SEDIMENT

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

it becomes 0.5 ft deep at the fence.

becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when

Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric end of the day.

0.25 inches or more, and daily during wet weather. Repair and replace any damaged measures by the

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

Remove silt fence only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.

where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas

Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.

After completion of roadway construction, do the following as directed by the CO:

Phase III Final Construction / Stabilization stagingareas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits and stockpiles remaining in place longer than 14 days within 7 days of stockpiling.

Provide silt fence around all stockpiled excavated roadway material. Apply temporary turf establishment to are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed culverts.

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

At the end of each day�s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 624 and 625.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days downstream to the CO for approval prior to removing and replacing culverts.

Submit detailed drawings of box culvert installation and minimum of 2’ cutoff wall at upstream and removing and replacing culverts.

Submit detailed drawings, layout and limits of temporary diversion channels to the CO for approval prior to as called out in the Erosion and Sediment Control plans. Install filter berms in ditches along the roadway.

Apply intermediate controls during rough grading operations. Install silt fence in areas surrounding the culverts

Phase II Intermediate Controls construction limits.

does not leave the project site. Perimeter controls include silt fence and other approved measures outside the

Prior to any clearing, grubbing, and excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting

Requirements.

for Construction of Roads and Bridges on Federal Highway Projects, FP-03, (English) and the Special Contract measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

The work consists of applying measures throughout the life of the project to control erosion and to minimize the

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

General Guidelines

Response Center at 1-800-424-8802.

requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.

waste materials. Do not dispose of hazardous water materials into the on-site dumpsters. Dispose of

Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and

Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and 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 contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Regularly inspect and maintain all mechanized equipment used in or near surface water to prevent

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

Wash-water from concrete, paint, curing compounds, and other construction materials

The following discharges are prohibited:

Prohibited Discharges

The additional storm water will be treated as sheet flow.

The Runoff Coefficient prior to construction and after construction will remain the same.

No new significant impervious surface will be created by the reconstructed roadway.

area for the project is approximately 0.11 acres. The receiving body of water is Big Piney Creek.

Soil disturbing activities will include clearing and grubbing and roadway grading. The total disturbed drainage improvements, and other miscellaneous work.

the removal and replacement of an existing low water crossing structure, grading, aggregate surface course, This project consists of the reconstruction of a 0.10 mile segment of the roadway. This work includes

Project Description

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

10527

TBAR

NAIL

6T B

A R

5T B

A R

NAIL

0T B

A R

NAIL

1T B

A R

5T B

A R

TBAR

A R

TBAR

E Y C

R E E

BIG

NEY C

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G O

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

10+00 TO 15+70

SCALE IN FEET

0 25 50

Check dam (typ.)

CONTROL PLAN

EROSION & SEDIMENT

Notes:

End Project 15+33.60

Begin Project 10+00

OHW elevation is 1007’.3.

by the CO.

Adjust locations of check dam as directed all cut/fill slopes and drainage ditches.

Use Rolled Erosion Control Product for 2.

as directed by the CO.

Adjust locations and limits of silt fence 1.

OHW =1007’

Install 75– lnft of Turbidity Barrier

(See Detail E157-5A)

Channel as directed by the CO

Install 75– lnft of Temporary Diversion

Install silt fence (typ.)

(FSR 1458)

Gobblers Knob Rd Project site

Notes:

Cover all signs in conflict with this signing plan.4.

Place Type 3 barricades as directed by the CO.3.

barricades.

Place "Road Closed" (R11-2) signs on Type 3 2.

by the CO.

changed to fit field conditions as approved

Final location and spacing of signs may be 1.

W20-3

AHEAD

CLOSED

ROAD

R11-2CLOSED

ROAD

CONTROL PLAN

TEMPORARY TRAFFIC

MILE5.5

CLOSED

ROAD

W20-3 (Modified)

6.5 MILE

CLOSED

ROAD

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

m in m in m in

6" min. trench

4" min.

SILT FENCE

157-1

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

NOTE:

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

(undisturbed)

Existing ground

Limits of clearing

Geotextile, type V-A

Support mesh

Steel or wood post

See Note 4 for spacing

Backfilled and compacted soil around the end of the silt fence prevent water from flowing

Provide sufficient length to fo r s p a c in g

S e e n o te

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

around the ends.

of silt fence upgrade to prevent water from running

Install silt fence along ground contours. Curve ends does not slide down, supporting posts.

types must ensure silt fence remains attached to, and recommendations for installation procedures. All dimensions are satisfied. Follow manufacturer’s type V-B) will be allowed as long as specified

Alternate preassembled silt fence options (geotextile, only when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions

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AR AR ERFO FSR 2011-1(1)8

NO SCALE

DIVERSION CHANNELS

TEMPORARY

2’2’2’2’ and secure with sandbags (typ.)

Bury plastic liner 6" deep

DETAIL

E157-5A

U.S. CUSTOMARY DETAIL

B B

Flow

SECTION A-A SECTION B-B

SECTION A-A

SECTION B-B

Flow

Flow embankment

Roadway embankment

Roadway

NOTES:

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

DSS SS

Flow

SSSS D

Riprap lining

Geotextile, type IV-E

Sandbags

SECTION B-B

TEMPORARY CULVERT

PLAN

DIVERSION CHANNEL

when scheduled)

Silt fence (typ.

Plastic linerSandbagsPlastic liner temporary barrier

Use sandbags to construct

Permanent culvert

Roadway centerline when scheduled)

Silt fence (typ.

Permanent natural channel backflow into natural channel

Use sandbags to prevent

Earthwork limits

Subgrade

Temporary culvert backfill

Bedding

Natural ground

Geotextile, type IV-E Riprap lining with plastic liner or riprap

Temporary diversion channel when scheduled)

Silt fence (typ.

See Note 5

204.11(a).

one of the methods listed in Subsection

Compact temporary culvert backfill using embankment with temporary culvert.

the diversion channel through the roadway

5. When specified replace the portion of and secure with riprap or sandbags.

edge of the liner a minimum of 6" deep if using a plastic liner. Bury the upstream

4. Do not construct with longitudinal joints of 0.5 percent.

3. Construct channel at a minimum grade diversion channel.

entire length and width of the temporary

2. Use plastic liner or riprap along the to the CO for approval.

diameter, riprap class, channel dimensions

1. Submit detail for temporary culvert

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

E157-6A

U.S. CUSTOMARY DETAIL

NO SCALE

DETAIL

SPACING(S)

CHECK DAM

75 ft

50 ft

40 ft

30 ft

25 ft

GRADE (G)

DITCH

WITH EROSION CONTROL MAT

CHECK DAM

V DITCH

CROSS SECTION

TRAPEZOIDAL DITCH

CROSS SECTION

(S)

Ditch Gra de (G)

PROFILE VIEW

DITCH

24’’

(t yp

Ponded Water

Class I riprap

Check Dam Spacing

Class I riprap

Erosion Control Product Type 3B Temporary Rolled

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL

DIVERSION METHODS

TEMPORARY IN-STREAM

E157-08

OPTION B

24"

OPTION C

OPTION D

12" 12"

OPTION A

Existing Abutment or Pier min.

NOTES:

Limit of work zone

2-year water surface elev

Min. Top Berm Elev

NO SCALE

6" min.

min.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

(anchoring method to be approved by CO)

Waterproof membrane

Existing ground

Concrete barrier

Sandbag (Typ.)

min.

4’- 6"

Concrete barrier

Sandbag (Typ.)

Waterproof membrane

Existing ground

Concrete barrier

Sandbag (Typ.)

Waterproof membrane

Existing ground

Waterproof membrane

Sandbag (Typ.)

Existing ground a t ti m e o f c o n ts r u c ti o n

D iv e r te d w a te r l e v e l a t ti m e o f c o n s tr u c ti o n

D iv e r te d w a te r l e v e l

(Rt#)

Site (cfs)

TABLE 1

of Diversion Berm

Approx. Height w.s.e

2 yr.

DETAIL APPROVED FOR USE

Place a maximum of one diversion in the stream at any given time.

as needed after rainfall events or as directed by the CO.

While in use, inspect and maintain the temporary diversion berm daily. Repair

Construct temporary diversion according to Subsection 157.09.

temporary stream diversion to the CO for approval prior to installation.

minimum height equivalent to the 2-year flow elevation. Submit plans for berms, dams, etc.). As a minimum, provide a temporary diversion berm with a diverting the stream (including any approved prefabricated or portable diversion construction operations. The Contractor may choose an alternate means of

The options shown are suggested configurations for diverting the stream during

APPROVED : FEBRUARY 2013

1458 3580 1012.44 5.5’ to 6.5’

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2" clear typical

2" clear centers transverse.

centers long and 12" bars space at 9" wire mesh or No. 2

W5.5/W5.5- 6" x 12"

Slab reinforcement

(or approved two-piece connectors)

#5 tie bars x 3’-0" at 2’-6" centers

CONCRETE PAVEMENT

PORTLAND CEMENT

Lap transverse reinforcement not less than 9-inches.

Lap longitudinal reinforcement not less than 13-inches.

ET 501-1

sealing details.

See Detail ET 501-2 for joint details and joint than 20 foot intervals.

and for plain concrete pavement or base at not more concrete pavement at not more than 40 foot intervals

Space transverse contraction joints for reinforced feet.

Space transverse expansion joints at a minimum of 280

APPROVED: MAY 2011

DETAIL APPROVED FOR USE DETAIL

Longitudinal construction joint

Transverse contraction jointTransverse expansion joint

PLAN

NOTE:

as shown for joints in reinforced pavement.

for joints in plain portland cement concrete pavement

Provide the same type of dowel assemblies and tie bars concrete pavement or base is required.

steel, wire, or bars where plain portland cement

Eliminate all longitudinal and transverse reinforcing

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

(max.)

(min.)

Fixed end

9" c le a r c le a r c le a r

"4 long at 12" centers

1" plain dowels 18" long at 12" centers

1" plain dowels 18"

Free end

(or approved two-piece connectors)

#5 tie bars x 3’-0" at 2’-6" centers

CONCRETE PAVEMENT JOINTS

PORTLAND CEMENT

require larger openings.

transverse expansion and contraction joints field conditions

" for 4 3" for longitudinal contraction joints and 8

3W=

Space expansion joints a minimum of 280 feet.

" keyway (if in existing)2 1 x 13

T wire mesh or #6 bars

6" x 12" W5.5 X W5.5 joints only)

(new 3 T" x 4

Initial saw cut t o

ET 501-2

wire mesh or #6 bars

6" x 12" W5.5 x W5.5 wire mesh or #6 bars

6" x 12" W5.5 x W5.5

Fixed end

TRANSVERSE EXPANSION JOINT

TRANSVERSE CONTRACTION JOINT

Joint Sealing Details)

Contraction joint, (See Concrete

Joint Sealing Details)

Contraction joint (See Concrete

JOINT DETAILS

REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT

LONGITUDINAL CONSTRUCTION JOINT

JOINT

EXPANSION

JOINT SEALING DETAILS

REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT

sealer

Joint ty p

W W

Joint sealer

Backer rod

Pavement surface

Backer rod

T material expansion

Premolded

(Method A - Saw cut)

JOINT

CONTRACTION

(Method B - Formed Joint)

JOINT

CONTRACTION

NOTES:

with epoxy resin adhesive.

Anchor tie bars and dowels into existing concrete pavement factor is 1:2.

silicone sealant is used, the width to depth (W:D) shape

Maintain joint sealant shape factor of 1:1 except that when 4.

T Sleeve

Grease free end

Construction joint

Concrete Joint Sealing Details)

Expansion joint (See

Joint filler

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

E609-A

CURBING DETAIL

DETAIL

CURBING ELEVATION DETAIL PARALLEL TO CENTERLINE

ELEVATION DETAIL PERPENDICULAR TO CENTERLINE

Face of curb

(typ.)" Chamfer4

C u r b

" U Bar @ 2’-0" C.C.2

1" PVC Sleeve (Grouted)

"2 -17

" U Bar @ 2’-0" C.C.2

Culvert

Top of Box

#4 Rebar (typ.)

6" X 20" Scupper @ 8’-0" C.C

#4 Rebar(typ.)

" Expansion Board2

Top of Box Culvert

12"

22" 24" (typ.)

ty p

20"

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

E621-A

Pipe

" Continuous weld4

SECTION A-A

DEPTH MARKER DETAIL

Fill pipes with concrete or grout

A A

TYPICAL DEPTH MARKER

2’ Wide x 2’ Wide

1’-0"

" Preformed joint filler2

" Steel plate8 34" x

4" Steel plate

Aggregate base

2" Dia. holes

Concrete pavement

2" Chamfer (typ.)

DETAIL

Concrete or grout

3" Dia. Steel Pipe (Typ.)

safety yellow epoxy enamel or equal.

blast the markers, prime, and paint with

3. After fabrication of depth marker, sand

CO.

the concrete slope wall as directed by the and adjacent to edge of rigid pavement in

2. Install depth marker next to box culvert by the CO.

pre-fabricated depth markers as approved opposite sides and facing to traffic. Use at the low point. Number marker at

1�-0� increments above the top of the slab

3-inch reflectorized numerals painted in

1. Construct depth marker as shown, with

Notes:

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D S td -D e t\

S -s t6

1a d e ta il .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

E629-01

DETAILDETAIL APPROVED FOR USE

with Ground Fasteners (See Detail A)

Stake at 36" to 60" intervals into triangular shape

1" X 3" stock cut

Wood Stakes

12" to 18"

Each fastener on 12" center

Double row of fasteners at erosion stop

Overlap edges by 3" at 50 ft intervals (up slope face)

6’’ deep x 6’’ wide transverse trench over lower blanket and anchor

Overlap matting ends 6", upper blanket

APPROVED : MAY 2011

WITH MATTING

SLOPE STABILIZATION

Matting

Erosion Stop (Check Slot) Detail

SECTION A-A

Typical Ground Fasteners

DETAIL A

DETAIL FOR STABILIZING SLOPES WITH MATTING

Erosion stop (check slot)

No. 11 gauge wire

Typical staples

Backfill with soil and tamp

Matting Fastener top of slope. Do not stretch matting face (in direction of flow). Anchor at

2. Unroll and lay matting out down slope flush with the ground. Do not track slope face which will prevent the matting from laying

Remove rocks, trash, and other material

1. Grade, smooth, and compact slope.

(See Detail A)

3. Secure matting with wood or metal fasteners manufacturers recommendations

4. Apply seed and fertilizer per

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D S td -D e t\

S s t6

1_ d e ta il .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

DETAILDETAIL APPROVED FOR USE

E629-02 along length of ditch trench at 50 ft intervals

6" deep X 6" wide traverse

Place each fastener on 12-inch centers

Double row of fasteners at erosion stop

4" Overlap (typ.)

Step 1:

trench 6" or more in depth.

Bury the top end of the mat strip in a

WITH MATTING

DITCH STABILIZATION

placing matting.

contract requirements, before directed in the plans and special

Apply seed, fertilizer, and mulch, as

NOTE:

d=24" from the trench.

row of fasteners: 6" spacing, 4" down

Tamp the trench full of soil. Secure withStep 2:

Step 3:

and (2). Overlap end of top strip 4" and fasten.

Overlap- bury upper end of lower strip as in (1)

See Section A-A fasten with double row of fasteners.

bury fold of mat in slit trench and tamp;

Erosion stop (check slot): Every 50 ft, Step 4:

APPROVED : MAY 2011

S10

Staple

CROSS SECTION THROUGH V AND FLAT BOTTOM DITCHES

DETAIL FOR PERMANENTLY STABILIZING DITCHES WITH MATTING

Typical Ground Fasteners

DETAIL A

Erosion Stop (Check Slot) Detail

SECTION A-A

A and up the side slopes as follows:

Install matting along the bottom of all ditches

Equal depth of matting on both sides and fertilizer.

Before matting is installed, apply seed

Matting

Side slope

Fastener

Erosion stop (check slot)

Backfill with soil and tamp

Fastener Matting

Wood Stakes

No. 11 gauge wire

Typical staples

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D S td -D e t\

S s t6 d e ta il .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

NOTES:

E633-01

SIGN

STRUCTURES

D (min.)

CHART A

(Inch)

Post Size

6 x 6 (Wood)

4 x 6 (Wood)

4 x 4 (Wood)

3’

4’

Single Post Double Post

Triple Post

Quadruple Post

(sq. ft.)

Maximum Sign Area

NO SCALE

DOUBLE POST

TRIPLE POST

CHART B

Post Size

4’’ x 4’’

4’’ x 6’’

6’’ x 6’’

6’’ x 8’’

Hole Diameter

None Required

1.5’’

3’’

2’’

WITH BATTEN

FASTENER DETAIL

WITHOUT BATTEN

NO SHOULDER

ROADSIDE SIGN RURAL DISTRICT

pavement

Edge of t le s s t h a n f t than less

Not

2’-0" t le s s t h a n f t

6 ft

Not less than

6 ft

Not less than pavement

Edge of t le s s t h a n f t

SPEED PLAQUE RURAL DISTRICT

WARNING SIGN WITH ADVISORY

WITH SHOULDER

ROADSIDE SIGN RURAL DISTRICT

Shoulder

6 ft

Not less than t le s s t h a n f t

1 (typ.)

1’’ x 3’’ Wood batten Sign panel

* See note 6

QUADRUPLE POST

W 5

W 5 3W

H m a m a

Sign panel

Wood post (fixed)

Traffic and CHART A

BREAKAWAY SUPPORT DETAIL

to exceed 30-inches.

Use wood battens bolted to post at vertical spacings not

(MUTCD), latest edition.

on uniform Traffic Control Devices for Streets and Highways’

Locations and height to be in accordance with the ’Manual latest edition.

’’Standard Highway Signs’’ as specified in the MUTCD, For sign punching details, see the blank standards in the

W 4

W 4 W 4

W 6

W of non-breakaway signs.

or shield with approved barrier. Do not place holes in posts apart. Place non-breakaway signs outside the clearzone required and posts cannot be spaced a minimum of 7 feet are considered to be non-breakaway if multiple posts are

For signs requiring posts sizes 6’’ x 6’’ and greater, signs

APPROVED : MAY 2011

as approved by the CO.

aluminum or galvanized steel or equal

M10 bolt, hexnut and washer, 2024-T4

RESIDENTIAL DISTRICT

ROADSIDE SIGN BUSINESS OR

by the CO. D(min.) is given in CHART A.

Luminaires, and Traffic Signals’, latest edition or as directed

’Specifications for Structural Supports for Highway Signs, latest edition, Section 2A.21 and the AASHTO manual

Traffic Control Devices for Streets and Highways’ (MUTCD), Depth, D, is to be in accordance with the ’Manual on Uniform

Holes (See Chart B) than 10 square feet.

Use double posts if W is over 3 feet or the sign is larger

See note 6

S11

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D S td -D e t\

S s t6

1_ d e ta il .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

U.S. CUSTOMARY DETAIL

SPEED

LIMIT

STOP

M PH

E635-01

CONSTRUCTION TRAFFIC

CONTROL SIGN MOUNTING

NO SCALE

NOTES:

All lumber dimensions are nominal.

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA

URBAN AREA BREAKAWAY SUPPORT DETAIL

Post Size

4’’ x 4’’

4’’ x 6’’

6’’ x 6’’

6’’ x 8’’

1.5’’

3’’

2’’

None Required

4’

5’

Diameter

Hole

10 20

1 Post 2 Post 3 Post 4 Post

Maximum Sign Area (Sq. ft.)

165125

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

Sign panel

Traffic

Wood post (fixed)

Holes (See table)

M in

Note:

Roadway

M in

Roadway

2’-0’’

M in

2’-0’’

Roadway

Sidewalk

6’ to 12’

6’-0’’

APPROVED : MAY 2011

utility poles may be used for sign mounting.

When approved by the CO and the Utility Company, non-breakaway sign.

or be shielded by barrier. Do not place holes in posts of spacing, the sign should be placed outside the clearzone

Detail. If breakaway design cannot be used due to post

For posts 6’’ x 6’’ and greater, see the Breakaway Support a minimum of 7 feet apart.

required and the posts cannot be spaced non-breakaway if multiple posts are greater, signs are considered to be

For signs requiring 6’’ x 6’’ posts and surface.

mount the sign a minimum of 7 feet above the pavement

When parking is permitted within 200 feet of the sign, of NCHRP-350 for crashworthiness.

all portable sign supports meet the requirements lower than fixed signs when approved by the CO. Ensure face in a vertical plane. Portable signs may be mounted portable signs, however, sign mounts shall hold the sign

The Contractor may submit alternate details for than 10 square feet on double posts.

Mount signs that are wider than 3-feet or larger

(See notes 3 and 4)

S12

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

ROAD

CLOSED

DETOUR 35

M PH.. .

CLOSED

RIGHT LANE

AHEAD

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D S td -D e t\

S s t6

1_ d e ta il .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

AR AR ERFO FSR 2011-1(1)

00 1010 2020 3030

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

00 1010 2020 3030

1005 1005

1010 1010

1015 1015

1020 1020

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

8 AR T1

OZARK-ST. FRANCIS NATIONAL FORESTS

GOBBLERS KNOB ROAD

10+00.00 TO 10+75.00

2011-1(1)

AR ERFO FSR

M a r -2

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D T

(1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT

NO.

SHEET

CL_SG

Sta. 10+00.00 R 1

Des. Grade = 1,015.8

Subgrade = 1,015.3

Orig. Grnd. = 1,015.8

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG 1:1.5

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1 .5

CL_SG

Sta. 10+25.00 R 1

Des. Grade = 1,014.7

Subgrade = 1,014.2

Orig. Grnd. = 1,014.6

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1.5

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1 .5

CL_SG

Sta. 10+50.00 R 1

Des. Grade = 1,013.8

Subgrade = 1,013.3

Orig. Grnd. = 1,013.8

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG1:1.5

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1 .5

CL_SG

Sta. 10+75.00 R 1

Des. Grade = 1,013.5

Subgrade = 1,013.0

Orig. Grnd. = 1,014.4

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG 1:1.5

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1 .5

M a r -2

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D T

(1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT

NO.

SHEET

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

00 1010 2020 3030

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

8 AR T2

OZARK-ST. FRANCIS NATIONAL FORESTS

GOBBLERS KNOB ROAD

11+00.00 TO 11+75.00

2011-1(1)

AR ERFO FSR

CL_SG

Sta. 11+00.00 R 1

Des. Grade = 1,013.4

Subgrade = 1,012.9

Orig. Grnd. = 1,013.8

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG 1:1.5

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1 .5

CL_SG

Sta. 11+25.00 R 1

Des. Grade = 1,013.2

Subgrade = 1,012.7

Orig. Grnd. = 1,013.3

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

11:1.5

CL_SG

Sta. 11+50.00 R 1

Des. Grade = 1,012.4

Subgrade = 1,011.9

Orig. Grnd. = 1,012.8

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

11:1.5

CL_SG

Sta. 11+75.00 R 1

Des. Grade = 1,011.3

Subgrade = 1,010.8

Orig. Grnd. = 1,012.3

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

11:1.5

M a r -2

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D T

(1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT

NO.

SHEET

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

00 1010 2020 3030

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1000 1000

1005 1005

1010 1010

1015 1015

8 AR T3

OZARK-ST. FRANCIS NATIONAL FORESTS

GOBBLERS KNOB ROAD

12+00.00 TO 12+75.00

2011-1(1)

AR ERFO FSR

Finished grade

CL_SG

Sta. 12+00.00 R 1

Des. Grade = 1,010.2

Subgrade = 1,009.7

Orig. Grnd. = 1,011.4

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1.5

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1 .5

CL_SG

Sta. 12+25.00 R 1

Des. Grade = 1,009.4

Subgrade = 1,008.9

Orig. Grnd. = 1,010.1

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1.5

SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

1:1 .5

CL_SG

Sta. 12+50.00 R 1

Des. Grade = 1,009.1

Subgrade = 1,008.6

Orig. Grnd. = 1,008.7

20SG_HG

-3.0%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

SG_HG

-3.0%

1:2

CP_SGSSF

Sta. 12+75.00 R 1

Des. Grade = 1,009.0

Orig. Grnd. = 1,008.2

M a r -2

P R

O J E

C T

S F

S A

R -1 (1

P r o j

D e v C

A D

D T

(1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT

NO.

SHEET

1000 1000

1005 1005

1010 1010

1015 1015

1000 1000

1005 1005

1010 1010

1015 1015

1000 1000

1005 1005

1010 1010

1015 1015

00 1010 2020 3030

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

8 AR T4

OZARK-ST. FRANCIS NATIONAL FORESTS

GOBBLERS KNOB ROAD

13+00.00 TO 14+00.00

2011-1(1)

AR ERFO FSR

Finished grade

Sta. 13+00.00 R 1

Des. Grade = 1,009.0

Orig. Grnd. = 1,008.2

Sta.…

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