TX_ERFO_plans.pdf

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

VARIOUS ROUTES

TX ERFO LAKE TEXOMA 2015

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts A G e n s h t\

L a k e

T e x o m a S it e

M a p .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

VARIOUS ROUTES

TX ERFO LAKE TEXOMA 2015

LEGEND

SITE MAP

NOTE:

State Highway

U.S. Route

See Legend for more information.

Site maps shown are not to scale.

2.

1.

TE

XASOKLAHOMA

PUA (Site 5)

Preston Bend

(Site 6)

Run PUA

West Burns

(Site 4)

OK Dam PUA

TEXAS

OKLAHOMA

T

E X

A S

O K

L A

H O

M A

TEXAS

OKLAHOMA

Dam

D a m

O K

L A

H O

M A

T E

X A S

Red R iver

Lake Texoma

Lake Texoma

Texoma

Lake

Dennison

Colbert

NO SCALE

LAKE TEXOMA

SITES 4 THRU 6

48A

NO SCALE

W a s h ita R iv e r

W a sh ita R iv e r

Main St

Tishomingo

Fishing Area (Site 2)

Murray Picnic

Trail (Site 1)

Sandy Creek

Refuge

Wildlife

National

Tishomingo

Trail (Site 3)

Craven Nature

TISHOMINGO NATIONAL WILDLIFE REFUGE

SITES 1 THRU 3

Entrance Road

North Refuge

A4

Sheet and Description

C1 C2 C3 C4-C5 C6 C7

Sandy Creek Trail

Murry Public Use Area Craven Trail OK Dam Site

Day Use Area

Preston Bend Public Use

Area

West Burns Run Public Use

Area ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 3,000

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 150

A0160 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 2,034 50 3,841 8,631 744 15,300

A0180 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL ALL

A0200 20304-9000 REMOVAL OF STREAM DEBRIS LPSM ALL ALL

A0220 20403-0000 UNCLASSIFIED BORROW CUYD 6 1 7

A0240 20420-0000 EMBANKMENT CONSTRUCTION CUYD 350 25 375

A0260 20440-0000 ROUNDING CUT SLOPES LNFT 600 25 625

A0280 25125-0000 BOULDER EACH 9 9

A0300 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 118 221 213 479 44 1,075

A0320 30201-2000 ROADWAY AGGREGATE, METHOD

2(SURFACE COURSE AGGREGATE) CUYD 89 7 184 113 27 420

A0340 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 222 5 167 418 940 48 1,800

A0360 61501-0100 SIDEWALK, CONCRETE SQYD 299 26 325

A0380 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A0400 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 10 20 20 50

A0420 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

A0440 62201-2750 MOTOR GRADER HOUR 10 20 30

A0460 62201-3000 HYDRAULIC EXCAVATOR HOUR 20

A0480 62301-0000 GENERAL LABOR HOUR 80

A0500 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20

A0520 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A0540 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 244 1,000 56 1,300

A0560 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 244 1,000 56 1,300

-J un -2

8:

A M

N

TX

\e rf ol ak et ex om a\ R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

TX

_E

R

FO

_E st im at e-

.x ls x] Sh ee t

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B1TX ERFO LAKE TEXOMA

2015TX

SHEET

NUMBER

Sheet and Description

C1 C2 C3 C4-C5 C6 C7

Sandy Creek Trail

Murry Public Use Area Craven Trail OK Dam Site

Day Use Area

Preston Bend Public Use

Area

West Burns Run Public Use

Area ALLOWANCE Bid

Schedule

A0580 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 3,000 2,800 200 6,000

A0600 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0620 63620-0000 POLE EACH 3 3

A0640 63641-0400 RELOCATE POLE EACH 1 1

A0660 64603-2100 FIXTURE, STAIRWAY EACH 3 3

A0680 64604-1000 FIXTURE, HANDRAIL LNFT 566 34 600

A0700 64605-0000 FIXTURE(BOARDWALK) LPSM ALL ALL

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J un -2

8:

A M

N

TX

\e rf ol ak et ex om a\ R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

TX

_E

R

FO

_E st im at e-

.x ls x] Sh ee t

(2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2TX ERFO LAKE TEXOMA

2015TX

SANDY CREEK TRAIL #T400

SITE 1

PLAN VIEW

NOTE:

1:4 1:4

SANDY CREEK TRAIL

TYPICAL SECTION

Match Existing

400'200'0

Scale in Feet

5.0'

Construction Limits

Existing ground

Sandy Creek Trail #T400

Begin Site 1

Do not disturb tree trail as directed by the CO

Remove flood debris from

Sandy Creek Trail #T400

End Site 1

1.0' 1.0'

PHOTO 1

Looking south

3" Roadway aggregate, method 2

C1 field measurements.

location only. Final quantities will be determined from

Features shown in the drawing show approximate 3.

by the CO.

Dimensions shown are approximate and may be varied 2.

existing bench.

with parking lot at two existing posts. Do not disturb matching existing alignment. Tie in beginning of trail

Rebuid trail from parking lot to existing concrete bench 1.

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts C

M L P

P P

L A S a n d y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

Existing Slope

Variable

Existing Slope

Variable

Traveled WayTraveled Way

Match existing Match existing

See Detail A

DETAIL A

for structural section details

See Mainline Typical Section

Construct 30° - 35° pavement edge (safety edge) 1+00 to 8+50

TYPICAL SECTION

Existing base course

Remove existing pavement

10' 10'

PLAN VIEW

Construction Limits

2' Shldr2' Shldr

200'100'0

Scale in Feet

1:4 or f latte r

Sta. 1+00

Begin Site 2

Sta. 8+50

End Site 2

Sawcut existing pavement

Taper to match existing width

Sawcut existing pavement

MURRAY PUBLIC USE AREA

SITE 2

method 2

1" Roadway aggregate, pavement, type 1

2" Asphalt concrete method 2

Roadway aggregate, C2 yellow centerline stripe

Place 4" solid double field measurements.

location only. Final quantities will be determined from

Features shown in the drawing show approximate 2.

by the CO.

Dimensions shown are approximate and may be varied 1.

NOTES:

PHOTO 1

Place 4" solid white edge stripe

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts C

M L P

P P

L A

M u r r y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts C

M L P

P P

L A

C r a v e n .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

VARIOUS ROUTES

TX ERFO LAKE TEXOMA 2015

by the CO or aggregate trail unless directed

Do not disturb remaining asphalt

CRAVEN TRAIL

SITE 3

trail as directed by the CO

Spot repair existing aggregate

400'200'0

Scale in Feet

PLAN VIEW

PHOTO 1

PHOTO 2

PHOTO 3

ADA accessable ramp to boardwalk

Boardwalk

Example spot repair location

C3 field measurements.

location ONLY. Final quantities will be determined from

Features shown in the drawing show approximate 2.

by the CO.

Dimensions shown are approximate and may be varied 1.

NOTE:

as directed by the CO boardwalk and platforms

Remove and replace 210 foot pavement as directed by the CO

Remove existing asphalt and patch

100'50'0

Scale in Feet as directed by the CO

Backfill erosion hole

See special 615-A

Install stairway with handrail

LIGHT POLE BASE DETAIL

SECTION

PLAN

18" dia.

" Chamfer4

PVC Conduit

Anchor bolts

Welded wire fabric

B o lt p a tt e rn

18" dia.

Welded wire fabric

PVC Conduit

DAY USE AREA

OK DAM SITE

SITE 4A

ground

Existing

C4

SLOPE ROUNDING DETAIL

See detail

Round existing slope

1' 1' 2'

Existing slope

See special 615A

Install sidewalk

See special 615A

Install stairway with handrail

CO.

sidewalk as directed by the

Seed and mulch along 4.

CO.

debris as directed by the

Remove exposed metal 3.

measurements.

be determined from field only. Final quantities will drawing show approximate

Features shown in the 2.

varied by the CO.

approximate and may be

Dimensions shown are 1.

NOTES:

See special 615A pad as directed by the CO

Install sidewalk and concrete

See base detail as directed by the CO and run electrical line and conduit

Install 5" dia. light pole and base directed by the CO electrical line and conduit as light pole and base and run

Remove and reset existing

See base detail as directed by the CO and run electrical line and conduit

Install 5" dia. light pole and base

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts C

M L P

P P

L A

O K

D a y

U s e

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

200'100'0

Scale in Feet

Turnaround = 80.0' max.

Access Road =14.0'

2%

1:4

1:4

1:4 1:4

BOAT RAMP ACCESS ROAD

SITE 4B

TYPICAL SECTION

DAY USE AREA

OKLAHOMA DAM SITE

SITES 4B & 4C

200'100'0

Scale in Feet

Turnaround = 37.5' max.

Road = 10.0'

Turnaround = 37.5' max.

Road = 10.0'

1:4 1:4

1:4

1:4

2% 2%

SANDY BEACH PARKING AREA

SITE 4C

TYPICAL SECTION

Tie into existing pavement

Boat Ramp Access Road

Begin Site 4B

Varies

Construction Limits

Tie into existing pavement

Sandy Beach Parking Area

Begin Site 4C

VariesVaries3.0' 3.0'3.0' 3.0'

Constrution Limits

Boat Ramp Access Road

End Site 4B

R 56'

R 25'

R 15'

R 70'

R 125'

R 50'

R 25'

DETAIL A

method 2

Roadway aggregate, See detail A

1:4sidees of roadway)

(Detail applies to both right and left

Shoulder up with roadway aggregate

Construct 30° - 35° pavement edge (safety edge)

Asphalt concrete pavement

C5 measurements.

determined from field only. Final quantities will be show approximate location

Features shown in the drawing 2.

varied by the CO.

approximate and may be

Dimensions shown are 1.

NOTE:

Parking Area

Sandy Beach

End Site 4C aggregte)

Method 2 (Surface course

6" Roadway aggregate, 3" Asphalt concrete pavement method 2

6" Roadway aggregate, See special 251A

Place boulders

R 29'

R 100'

R 25'

R 55'

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts C

M L P

P P

L A

O K

D a y

U s e

B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts C

M L P

P P

L A P r e s to n .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

VARIOUS ROUTES

TX ERFO LAKE TEXOMA 2015

PUBLIC USE AREA

PRESTON BEND

SITE 5

400'200'0

Scale in Feet

Traveled WayTraveled Way

Match existing Match existing

See Detail A

DETAIL A

Existing base course

Remove existing pavement

11' 11'

Construction Limits

1:4 or f latte r

1+00 to 14+50

Road E

TYPICAL SECTION

pavement edge (safety edge)

Construct 30° - 35° section details for structural

Typical Section

See Mainline

Slope

Existing

VariableSlope

Existing

Variable method 2

Roadway aggregate, C6 centerline stripe

Place 4" solid double yellow from field measurements.

Final quantities will be determined show approximate location only.

Features shown in the drawing 2.

the CO.

approximate and may be varied by

Dimensions shown are 1.

NOTE:

method 2

2" Roadway aggregate, pavement

2" Asphalt concrete aggregate, method 2

Picnic Roads: Place 4" Roadway

Sta. 14+50

Preston Bend Public Use Area

Begin Parking Area

End Road E hot asphalt pavment replace aggregate and

Remove asphalt and

Sta. 10+50

Public Use Area

Preston Bend

Road E

Begin Site 5 conditions or as directed by the CO

Stripe parking lot to match existing hot asphalt pavment replace aggregate and

Remove asphalt and

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts C

M L P

P P

L A

W e s t_

B u r n s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

VARIOUS ROUTES

TX ERFO LAKE TEXOMA 2015

Existing Slope

Variable

Existing Slope

Variable

Traveled Way

Match existing

See Detail A

DETAIL A

for structural section details

See Mainline Typical Section

Construct 30° - 35° pavement edge (safety edge)

12.0'

1:4

Construction Limits

400'200'0

Scale in Feet

TYPICAL SECTION

PUBLIC USE AREA

WEST BURNS RUN

SITE 6

AREAS D & E

PLAN VIEW

AREA G

PLAN VIEW

C7

See typical section

Asphalt concrete pavement

Place Roadway aggregate and

Area E

See typical section

Asphalt concrete pavement

Place Roadway aggregate and

Area D

See typical section

Asphalt concrete pavement

Place Roadway aggregate and

Area G measurements.

quantities will be determined from field approximate location only. Final

Features shown in the drawing show 2.

may be varied by the CO.

Dimensions shown are approximate and 1.

NOTE:

method 2

2" Roadway aggregate, pavement

2" Asphalt concrete

SILT FENCE

6" min. trench

6" min.

18" min.

30" min.

24" min.

C157-50

NOTE:

4.

3.

2.

1.

6 ft. (max.)

fence support mesh = withoutPost spacing

10 ft. (max.)

fence support mesh =withPost spacing running around the ends.

fence up the slope to prevent water from

As the slope is constructed, curve the silt contours as closely as possible.

Install silt fence to follow the ground manufacturer's recommendations.

machine-sliced silt fence according to the slicing as approved by the CO. Install

Silt fence may be installed using machine

DETAIL APPROVED FOR USE

REVISED: 08/2014

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts E C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

U s e r A n g e la .J o h n s o n

STATE PROJECT

NUMBER

SHEET

E1

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

END POSTS DETAIL

PLAN

PLAN

END DETAIL

ELEVATION

Fi ll sl op e

Steel or wood post

Backfilled and compacted soil

Limits of clearing

Steel or wood post

Varies

Varies

See Note 3 for spacing

See Note 4

Fasten fabric to posts.

around each post one full turn.

Fold geotextile fabric

NO SCALE

PLAN

T o e o f s lo p e

Note 3See

Staple or tie

Top of posts tied together.

Posts driven tightly together.

Steel or wood posts

POSTS AT JOINTS

See End Posts Detail

End posts

Geotextile fabric

Staple or tie

SILT FENCE AS PERIMETER CONTROL

Fill

Existing ground

Sheet flow Silt fence

PLAN

SECTION A-A

A

A

Roadway

Edge of shoulder

Edge of shoulder

Toe of slope

Toe of slope

Posts Detail

See End

End posts

Silt fence

Fence support mesh (optional)

Section A fabric

Geotextile

Section B

Geotextile fabric

Geotextile

See Typical Section Sheet

TX

REVISED:

NOTE:

12" min.

12" max.

Trench 2" min.

12" min.

See Note 3

Stake Spacing

DETAIL APPROVED FOR USE 01/2011

C157-55

6.

5.

4.

3.

2.

1.

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Spacing Table

See Fiber Roll manufacturer's recommendations.

Fiber rolls may be overlapped according to the fiber roll rather than under it.

roll to ensure storm water is forced to flow through

Tamp soil backfill against upstream side of fiber continuous contact with trench bottom and sides.

parallel to the contour. Place fiber rolls in

For fiber rolls on bare soil, construct trenches of fiber roll.

12" deep. Expose stakes 2" above top

Drive stakes into undisturbed soil at least

Stake fiber rolls at each end.

1" Ø wood stakes. Space stakes 4' o.c. max.

Stake fiber rolls in place with 1" x 1" or roll to vary more than 5% from level.

20' section of fiber roll, do not allow the fiber

Install fiber rolls along slope contours. For any prior to installation.

Repair all rills or gullies and properly compact flared end section

Culvert inlet with

2" min.

Trench

AT CULVERT INLET

FIBER ROLL

inlets fiber rolls around culvert

Install 3 - 9" Ø min. x 10'

See Note 3

See Note 3

Flow

12" min.

Fill slope

L im it

C le a r in g

S ta k e

S lo p e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

Trench 2" min.

uphill side of fiber roll

Place excavated material on

REVISED: 08/2014

NUMBER

SHEET

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts E C .d g n

U s e r A n g e la .J o h n s o n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

E2

Flow

NO SCALE

1V:4H or flatter

1V:4H to 1V:3H

1V:3H to 1V:2H

Slope Gradient

1V:2H or steeper

Stagger joints (typ.)

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fiber roll

Install fiber rolls along contour

SLOPE LAYOUT

FIBER ROLL

uphill side of fiber roll

Place excavated material on gaps. See Note 6.

Tie ends if necessary to eliminate

Abut fiber roll ends tightly together.

FIBER ROLL JOINT DETAIL

Tightly abut joints (typ.)

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

TX

Distance measured from where minimum height is reached boulder2 1 to 3

1Bury

1.5' min.

NOTES

Finished grade

4' min. boulder 4' min. boulder

4' min. boulder

10' 10'

PLACED BOULDER DETAIL

PLACED BOULDERS

251-A

1. See section 251 of the SCRs for boulder requirements.

G1

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts G S

P

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

Broomed finish

CONCRETE SIDEWALK

PLAN SECTION

Broomed finish

PLAN SECTION

CONCRETE PAD

615-A

PAD & STAIRWAY

CONCRETE SIDEWALK,

V a r ie s

4.0' sidewalk

Existing ground base

4" Aggregate

4"

Existing ground base

4" Aggregate

4"

10.0'

.0

10.0' pad

Edge of dam wall

Sidewalk

6 x 6 W1.4 x W1.4

Welded wire fabric

6 x 6 W1.4 x W1.4

Welded wire fabric

SECTION

PLAN

ground existing Edge of

NO SCALE

Sidewalk Landing Landing

4'-0"

4'-0"

Varies Varies

CONCRETE STAIRWAY WITH LANDINGS

Stairs - Varies

4.0' sidewalk base

4" Aggregate

4"

6 x 6 W1.4 x W1.4

Welded wire fabric

1'-5"

(typ.)

Varies - landing

Existing ground ground existing Edge of ty p

See detail Handrail

Varies - landing

"1 with welded joints galvanized steel pipe

" schedule 402

6'-0" (typ.)

See detail Base plate

HANDRAIL DETAIL

1" dia. vent hole in base plate

"2

Base PL 8" x 6" x ground Existing

8"

"4

1 "4

1 "4

2 "4

BASE PLATE DETAIL

T1

STATE PROJECT

A

M N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts T S

P

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r A n g e la .J o h n s o n

NUMBER

SHEET

TX

NO SCALE

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

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

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

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

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

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

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B

A as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

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

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

TX

VARIOUS ROUTES

TX ERFO LAKE TEXOMA 2015

T2

STATE PROJECT

U S

C

N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts T S td

.d g n

P

M

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

NO SCALE

Traffic flow

Traffic flow

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the Contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

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

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

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

(See Length and

Spacing Table)

LENGTH AND SPACING TABLE

APPROACH

SPEED* 1.

2.

3.

4.

5.

6.

(See Length and

Spacing Table)

WORK SPACE

G20-2

See Note 4

W20-1

See Note 4

W3-4

W16-2P

(optional)

W20-7

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

* Approach speed based on the regulatory posted speed, not the advisory speed.

BUFFER SPACE

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

BE

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

A

Flagger location

Flagger location

635-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

TX

VARIOUS ROUTES

TX ERFO LAKE TEXOMA 2015

T3

STATE PROJECT

S

C

N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts T S td

.d g n

P

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

STATE PROJECT

S

C

N T

X e r fo la k e te x o m a R o a d w a y C

A D

D S h e e ts T S td

.d g n

J u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

3.

4.

5.

6.

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

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

TX

VARIOUS ROUTES

T4