TX_FLAP_FM709(1)_Plans_Final.pdf

S. DICCICCOS. HAILE

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

APPROVED:

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

PROJECTS, FP-14"

OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

"STANDARD SPECIFICATIONS FOR CONSTRUCTION

SPECIFICATIONS:

LEAD DESIGNER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

TX FLAP FM709(1)

NAVARRO MILLS LAKE

ACCESS TO

LENGTH 3.70 miles

NAVARRO COUNTY

US ARMY CORPS OF ENGINEERS

6%

55 mph

4.6%

57% unknown e(max) ----------------

V ----------------------

T ----------------------

D ----------------------

DHV -------------------

ADT (2044) -----------

ADT (2024) -----------

DESIGN DESIGNATIONS:

imported aggregate base and asphalt installation, grading, drainage, recycled asphalt & base with cement, Road rehabilitation, shoulder widening, superelevation correction, guardrail

TYPE OF CONSTRUCTION:

S. DICCICCOS. HAILE

DATE:

TEXAS DEPARTMENT OF TRANSPORTATION

AREA ENGINEER, ELLIS/NAVARRO COUNTIES

Station 10+00.00

Begin Project

Station 206+48.00

End Project

NO SCALE

A1

AMARILLO

MEXICO

MEXICO

OF

GULF

LUBBOCK

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

WORTH

FT.

DALLAS

HOUSTON

SAN ANTONIO

EL PASO

AUSTIN

DEL RIO

LAREDO

CORPUS CHRISTI

SAN ANGELO

OKLAHOMA

N

W

M

X I

C O

PARK

NATIONAL

BIG BEND

KEY MAP OF TEXAS

ARKANSAS

LOUISIANA

Project Area

M A

R C

H

:2

A

N

T

X \F

M

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

X

F M

T it le S h e e t.

d g n

AGENCY APPROVED BY LETTER 3/7/2024

STATE PROJECT

T

IM

E

D

A T

E

NUMBER

SHEET

TX

ACCESS NAVARRO MILLS

FLAP FM 709(1)

A2

S E

P T

E M

B E

R

:1

T

X \F

M

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

X

F M

S y m b o ls

-1 .d g n

Sheet 1 of 2

ABBREVIATIONS

SYMBOLS AND

CONVENTIONAL PLAN

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)

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)

SPRING

STATE PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

TX

A3

Pavement overlay

Area of 2-inch Milling and 2-inch Asphalt

Area of Barn-roof Fill Slope

D E

C E

M B

E R

:2

T X

\F M

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

X

F M

S y m b o ls

-2 .d g n

36 31

36 31

6 1

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

Sheet 2 of 2

ABBREVIATIONS

SYMBOLS AND

CONVENTIONAL PLAN

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

TX

ACCESS NAVARRO MILLS

TCE TCE TCE TCE

A4

SURVEY CONTROL

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

TX

ACCESS NAVARRO MILLS

FLAP FM 709(1)

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS12/20/21

D E

C E

M B

E R

:3

P

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A D

D S h e e ts

\A -G e n sh t\ T

X F

M S

U R

V E

Y .d g n

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

TX

ACCESS NAVARRO MILLS

FLAP FM 709(1)

NO SCALE

SITE MAP

to C o rs ic a n a m il e s to H ub ba rd

TX

m ile s

A5

F

E B

R U

A R

Y

:3

T

X \F

M (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

T X

F

M S it e M a p .d g n

Station 206+48

End Project

Station 10+00.00

Begin Project

FM709 road

State Highway 31W

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

65+00

70+00

75+00

80+00

+00

+00

+00

0+00

5+00

0+00

5+00

0+00

5+00

0+00

5+00

0+00

5+00

0+00

5+00

0+00

5+00

5+00

0+00

5+00

170+00

175+00

180+00

185+00

190+00

195+00

200+00

205+00

See plan and profile sheets for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

NO SCALE

NOTE:

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for

STA. 159+26 to 205+20

STA. 10+30 to 157+96

EXISTING TYPICAL SECTION

MAINLINE

TYPICAL SECTIONS

No curve widening at curves.

See Surfacing Summary and Plan and Profile sheets for more information.

159+26 to 161+00 (bridge approach), and 205+20 to 206+48 (end of project).

Station 10+00 to 10+30 (begining of project), 156+20 to 157+96 (bridge approach), 2-inch depth asphalt pavement:

At the following locations, mill the existing pavement to a 2-inch depth and overlay with limits. Clearing reports with station and offsets will be provided.

been reduced due to private property. See plan-profile sheets for clearing and grubbing

Clearing and grubbing area includes 5' beyond cut and fill limits. Some locations have

The 8" Aggregate Base layer is imported material according to Section 301.

according to Section 307 to the width and depth shown in the Typical Section on this sheet.

After widening and correcting superelevation, spread recycled material or imported aggregate pavement and base according to Section 203, for the full existing roadway width (22' wide).

Recycle 9" of existing pavement and base according to Section 307 or remove 9" existing reduce the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, Typical Section.

See the cross sections for cut and fill slope ratios. Refer to sheet 2 of 2 for Barn-roof

Graded Ditch Typical Section and locations.

adequate drainage and stability, within the limits of Right-of-Way. Refer to sheet 2 of 2 for

The excavation and embankment slope ratios may be adjusted by the CO to assure

The gradient and width of roadway ditches varies. See cross sections for more information.

8.

7.

6.

5.

4.

3.

2.

1.

7" to 10"

Existing aggregate base depth varies from from 2.0" to 2.5"

Existing asphalt pavement depth varies

A6

Sheet 1 of 2

B=5'F=5'

Hinge point flat ter

1:3 or

2%

Cut slope

(variable) 2% pavement)

(top of

Profile grade1.

3.

2.

See Detail A

STA. 161+00 to 205+20

STA. 10+30 to 156+20

TYPICAL SECTION

ground

Existing flatter

1:3 or

5' limit

Slope stake cut slope

Rounded ditch

Placed in one lift Concrete Pavement 2" Asphalt limit stake

Slope

1:8

15.5'

Subgrade

15.5'

Subgrade

Course 4.

Aggregate

Treated 6" Cement

Base

8" Aggregate asphalt lift)

(applied prior to

Prime coat

1:8

Place Conserved Topsoil Limit Place Conserved Topsoil Limit

7.

1:3 or flatter

DETAIL A

Pavement

Asphalt Concrete sides of roadway)

(Detail applies to both right and left

Shoulder up with embankment material

Construct 30° pavement edge (safety edge)

Aggregate Base

1:8

Aggregate Course 6" Cement Treated

Embankment

:1

2'

6.

6.

7.

5.

NUMBER

SHEET

TX

ACCESS NAVARRO MILLS

FLAP FM 709(1)

22 ft

5'

Traveled way

11'

Traveled way

11' shldr

3' shldr

3'2'

5' Clear Zone 5' Clear Zone

2' Graded

Varies

Seeding & Mulching Limit Seeding & Mulching Limit

Clearing & Construction Limit

30°

0.29'

F E

B R

U A

R Y

:0

A M

N

T X

\F M

(1

R o a d w a y \C

A D

D S h e e ts

\A -G e n sh t\ T

X F

M T y p S e c .d

MAINLINE

TYPICAL SECTIONS

Sheet 2 of 2 support

Lateral

Variable fill slope grade

Finished tr a v e le d w a y

E d g e o f

TYPICAL SECTION

GUARDRAIL

TL3 MASH COMPLIANT

Hinge point

8" block locations.

Guardrail Summary for Mow Strip details. Refer to additional Guardrail and Refer to Special 617-A for

1.

flat ter

1:3 or

1:8

Cut slope (variable)

(variable)2.

2.

NOTE:

Protection at Barn-roof Fill Slope Summary and Special 251-A for more information.

at a 1:1.5 slope will be protected with Class 3 riprap and filter fabric. See Riprap

All Barn-Roof fill slopes are located behind guardrail. The section of fill constructed

Refer to the cross sections and staking reports for cut and fill slope ratios.

adequate drainage and stability, within the limits of Right-of-Way.

The excavation and embankment slope ratios may be adjusted by the CO to assure

The gradient and width of roadway ditches varies. See cross sections for more information.

3.

2.

1.

TYPICAL SECTION

GRADED DITCH

for structural section

Refer to sheet 1 of 2

1:

1.

1:3

TYPICAL SECTION

BARN-ROOF FILL SLOPE

Special 617-A

Mow Strip, refer to

3.

A7 ground

Existing

66+50 - 67+55, LT (105 lnft)

47+00 - 48+50, LT (150 lnft)

45+95 - 46+05, LT (10 lnft)

135+00 - 137+75, RT (275 lnft)44+45 - 44+75, LT (30 lnft)

34+50 - 36+50, RT (200 lnft)35+95 - 36+05, LT (10 lnft)

24+80 - 27+20, RT (240 lnft)24+00 - 25+75, LT (175 lnft)

Right SideLeft Side for structural section

Refer to sheet 1 of 2

TX

ACCESS NAVARRO MILLS

FLAP FM 709(1)

3'

2'

Graded Ditch Width Varies

2'

3' Min.

H e ig h t

V a r ie s

2'

M A

R C

H

:3

A

M N

T

X \F

M (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n sh t\ T

X F

M T y p S e c .d

Subgrade edge edge

Aggregate

Roadway pavement edge

Asphalt concrete

M a in li n e

Road

Approach

A B

BA

b y t h e C o n tr a c ti n g

O f f ic e r

R ig h t-o f w a y o r a s s ta k e d edge

Aggregate

Roadway

End Section A-A

V a ria b le

(1:6 des irabl e)1:4 o r flat ter

(1:6 desirable)

1:4 or flatter

V a ria b le

Type stationing

Mainline additional information.

Plan and Profile sheets and mainline cross sections for

Do not reduce existing approach road widths. See Mainline 8.

grade. Under special conditions, use 6% maximum.

within ±2%. In snowy regions restrict this to a 0% to -2%

Construct approach roads with landing areas having grades 7.

values.

Refer to Approach Road Summary for W and total length 6.

as directed by the CO.

Match existing crown or cross slope of all approach roads, or 5.

Standard).

treatments (see Special 602-A, adopted from TxDOT

When a culvert must be installed or extended, use safety end 4.

the CO.

Match the approach road angle and width, or as directed by 3.

mainline roadway construction.

Construct cut and fill slopes for approach roads to match with 2.

be field verified.

Stations shown are approximate locations. Actual locations to 1.

NOTE:

road connection on plan and profile sheet

Example of symbol showing standard approach

NO SCALE

90°

SECTION A-A

SECTION B-B

TYPICAL SYMBOL

TYPICAL SECTION

TYPE 3

APPROACH ROAD

APPROACH ROADS

TYPICAL SECTION

2" Asphalt Concrete Pavement existing

Match existing

Match

8" Aggregate Base

1:4 1:4

8" Aggregate Base

1:4 1:4 (1:6 desirable)

1:4 or flatter2

2.67' Varies 2.67'

(1:6 des irabl e)1:4 o r flat ter

(1:6 des irabl e)1:4 o r flat ter

A8

U

S E

R

NUMBER

SHEET

TX

ACCESS NAVARRO MILLS

FLAP FM 709(1)

Total length

4' (typ.)

Paved length

4' (typ.)

4' (typ.)

3.33'W3.33'3' min.

w id th e x is ti n g

M a tc h

J A

N U

A R

Y

:1

A M

N

T X

\F M

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n sh t\ ty p a p

O

R D

.d

REPRESENTATIONS

EARTHWORK

GRADING AND

Sheet 1 of 1

U.S. CUSTOMARY

NOTE:

embankment quantity.

Grading Summary as an excavation or as Subexcavation and not included in the unsuitable subgrade material will be paid included, removal and backfill of

1. If a Pay Item for Subexcavation is

ROADWAY EXCAVATION

Roadway Excavation

ADJUSTMENTS TO ROADWAY EXCAVATION

Conserved Topsoil in Cuts

Conserved Pavement Structure in Cuts

Conserved Topsoil in Cuts

(See Note 1)

Unsuitable Subgrade Material

ROADWAY EMBANKMENT

(Embankment)

Roadway Prism

Under Fill

Conserved Topsoil

Backfill for

Structure Under Fill

Backfill for Conserved Pavement

Backfill for Conserved Topsoil Under Fill

(See Note 1)

Backfill for Unsuitable Material

A9

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

TX

ACCESS NAVARRO MILLS

FLAP FM 709(1)

D E

C E

M B

E R

:4

A

M N

T

X \F

M

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n sh t\ E

W R te m p la te s.

d

Sheet and Description

B3 B4 B5-B7 B8 B9 B10

Grading Summary

Surfacing & Guardrail

Summaries

Drainage Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summaries

Miscellaneous Summaries Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 60 60

A0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 3.600 3.600

A0080 15236-2000 SURVEY CONTROL, GRADE FINISHING Includes red, yellow

MILE 10.800 10.800 and blue tops

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 25.3 0.7 26.0

A0240 20301-0300 REMOVAL OF BOX CULVERT (PARTIAL) EACH 1 1

A0260 20301-0700 REMOVAL OF DELINEATOR (OBJECT MARKER) EACH 12 2 14

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 58 58

A0300 20301-2400 REMOVAL OF SIGN EACH 41 4 45

A0320 20302-0200 REMOVAL OF CURB LNFT 36 4 40

A0340 20402-0000 SUBEXCAVATION Locations as directed by the CO. Use Class 2, CUYD 500 Type C Geotextile.

A0360 20420-0000 EMBANKMENT CONSTRUCTION CUYD 7,450 350 7,800

A0380 20820-0000 DEWATERING LPSM All ALL

A0400 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 363 275 12 650

A0420 30101-0000 AGGREGATE BASE TON 27,378 1,122 28,500

A0460 30302-1000 DITCH RECONDITIONING LNFT 2,000 2,000

A0480 30703-0000 CEMENT TREATED AGGREGATE COURSE CUYD 11,339 561 11,900

A0500 30715-0000 CEMENT TON 445 25 470

A0520 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 6,777 223 7,000

A0540 41102-1000 PRIME COAT, METHOD 1 SQYD 62,747 3,253 66,000

A0560 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 1,969 31 2,000

A0580 60103-0000 CONCRETE, HEADWALL (WINGWALL) EACH 6 6

A0600 60201-0600 18-INCH PIPE CULVERT (CONCRETE) LNFT 722 38 760

A0620 60201-0800 24-INCH PIPE CULVERT (CONCRETE) LNFT 632 28 660

A0640 60201-0900 30-INCH PIPE CULVERT (CONCRETE) LNFT 376 14 390

A0660 60201-1000 36-INCH PIPE CULVERT (CONCRETE) LNFT 120 5 125

A0680 60201-1100 42-INCH PIPE CULVERT (CONCRETE) LNFT 42 3 45

A0700 60201-1200 48-INCH PIPE CULVERT (CONCRETE) LNFT 40 5 45

A0720 60201-1300 54-INCH PIPE CULVERT (CONCRETE) LNFT 204 6 210

A0740 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 42 42

A0760 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 36 36

MileStone: Final Date Completed: 08/21/24 Report Date: 08/21/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

9:

A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

TX

\F

M

9( 1)

\R oa dw ay

\C A D

D _S he et s\ B -S um m

TX

_F

LA

P_

FM

9(

1) _S

O Q

-F in al .x ls m

]S he et

STATE PROJECT

B1FLAP FM709(1)

ACCESS NAVARRO MILLSTX

Sheet and Description

B3 B4 B5-B7 B8 B9 B10

Grading Summary

Surfacing & Guardrail

Summaries

Drainage Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summaries

Miscellaneous Summaries Allowance Bid Schedule

A0780 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 21 21

A0800 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (SAFETY) EACH 6 6

A0820 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (SAFETY) EACH 2 2

A0840 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (SAFETY) EACH 2 2

A0860 60213-0900 BRANCH CONNECTION, 30-INCH EACH 1 1

A0880 60220-0350 4 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT LNFT 54 6 60

A0900 60223-0550 5 FEET SPAN, 3 FEET RISE REINFORCED CONCRETE BOX

CULVERT, TRIPLE BARREL (EXTENSION ONLY) LNFT 12 8 20

A0920 60704-0000 CLEANING CULVERT IN PLACE EACH 4 4

A0940 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (TXDOT

GF31-19) LNFT 962.5 12.5 975.0

A0960 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 7 7

A0980 61703-0000 TERMINAL END (TXDOT NARROW SMART CRASH CUSHION) EACH 1 1

A1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

A1020 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

A1040 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

A1060 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A1080 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

A1100 62301-0000 GENERAL LABOR HOUR 40

A1120 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

A1140 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A1160 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 10.0 0.5 10.5

A1180 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 12.6 0.6 13.2

A1200 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 12.6 0.6 13.2

A1220 63301-0000 SIGN SYSTEM EACH 53 7 60

A1240 63308-2000 OBJECT MARKER, TYPE 2 EACH 14 14

A1260 63309-0200 DELINEATOR, TYPE 2 EACH 116 4 120

A1280 63314-0000 RUMBLE STRIP MILE 9.6 0.4 10.0

A1300 63402-1500 PAVEMENT MARKINGS, TYPE H, SOLID MILE 11.5 11.5

A1320 63402-1600 PAVEMENT MARKINGS, TYPE H, BROKEN MILE 2.4 0.1 2.5

A1340 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL

REFLECTIVE EACH 431 19 450

A1360 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1380 63701-0000 FIELD OFFICE EACH 1

A1400 64620-0400 REMOVE AND RESET MAILBOX EACH 30 30

-A ug -2

9:

A M

MileStone: Final Date Completed: 08/21/24 Report Date: 08/21/24

N

TX

\F

M

9( 1)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

TX

_F

LA

P_

FM

9(

1) _S

O Q

-F in al .x ls m

]S he et

2)

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

B2FLAP FM709(1)

ACCESS NAVARRO MILLSTX

GRADING SUMMARY1

:4

P a r c h

D

D e s ig n S u r v F t

T X

\F M

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \G r a d in g

S u r f a c e

S u m m a r y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

TX

FLAP FM709(1)

B3

SUMMARIES

AND GUARDRAIL

SURFACING

Note: No separate measurement will be made for mow strip installation. See Special 617-A for mow strip details.

:4 a r c h

D

D e s ig n S u r v

T X

\F M

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \G r a d in g

S u r f a c e

S u m m a r y

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B4

DRAINAGE SUMMARY

SHEET 1 OF 3

:5

J a n u a r y

D D e s ig n S u r v

T X

\F M

\R o a d w a y \C

A D

D S h e e ts

\B S u m m \D r a in a g e S u m m a r y .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B5

SHEET 2 OF 3

:5

J a n u a r y

D

D e s ig n S u r v

T X

\F M

\R o a d w a y \C

A D

D S h e e ts

\B S u m m \D r a in a g e S u m m a r y .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B6

SHEET 3 OF 3

:5

J a n u a r y

D

D e s ig n S u r v

T X

\F M

\R o a d w a y \C

A D

D S h e e ts

\B S u m m \D r a in a g e S u m m a r y .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

B7

SHEET

SUMMARY

PERMANENT SIGN

:2

D e c e m b e r

D

D e s ig n S u r v

T X

\F M

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \P e r m

S ig n S u m

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B8

PAVEMENT MARKING

PERMANENT

Note: No adjustment to measured length is made for 6" wide pavement markings, as per SCR Section 634.12.

:0

D e c e m b e r

D D e s ig n S u r v

T X

\F M

(1

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \P e rm

P a v e M a rk

S u m .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B9

MISCELLANEOUS

pavement.

Note: Install mailboxes approximately 2' from edge of

:5

M a r c h

D

D e s ig n S u r v

T X

\F M

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \M is c e ll a n e o u s

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

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B10

IR

ECTI

O

NS

W V

W V

F P

G P S

NAIL

S T O P

R C P

SP

EED

LI

M

IT

IN

T P

W

Y T I L I T

U D E I R

U B G

N I N R

A W

FIBER OPTIC

Y T I L I T

U D E I R

U B G

N I N R

A W

FIBER OPTIC

Y T I L I T

U D E I R

U B G

N I N R

A W

FIBER OPTIC

GRAVEL

F P

F P

C A T V

W

EI

GHT

LI

MI

T

Y T I L I T

U D E I R

U B G

N I N R

A W

FIBER OPTIC

F P

T P

TX

FA

RM

RD

W

ATER

STEEL PYLON

F P

STEEL PYLON

T R

STOP

S S

ETW

H

W Y

W V

IN

R C P

7" above existing

Profile Grade

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

100'50'0

Scale in Feet

Existing Ground

E 2521715.58

N 6651888.00

STATION 10+00.00

TX FLAP FM709(1)

BEGIN PROJECT

401-A for more information.

existing to proposed. See Special

Transition pavement profile from

Remove concrete curb

Sta 10+30-10+48, Lt & Rt

Mailbox, Lt

Remove and reset

(11+15-205+20)

40' Lt & Rt

Existing ROW approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

transition of profile.

Sections do not reflect vertical

401-A for more information. Cross existing to proposed. See Special

Transition pavement profile from and SCRs for more information.

Do not disturb curb, Lt & Rt. See Surfacing Summary

Mill 2-inch depth, overlay with 2" asphalt pavement

Sta 10+00 - 10+30

FM709 Centerline

N28°31'39"W N28°46'54"W

'119.15L =

'59.58T =

'10,000.00R =

(RT)00°40'58"Δ =

17+00.26PI

'88.70L = '44.35T =

'20,000.00R =

(LT)00°15'15"Δ =

12+37.77PI

.4

PC

.1

PT

.6

.8

T

.0

P

O B

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

500 500

510 510

0.00%

(LT)

10+00.00

17+25.00

0.00%

(RT)

-2.00%

(LT)

10+48.00

-2.00%

(RT)

:1

J u n e

M

A

IN

P la n

S h e e t]

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C1

JC

T T

X H

WY 3

G

P S

NAIL

W V

F P

TRNSFMR

F P

T P

W

IR

E

HT

F

T

S T O P

IN

C

M P

R C P

T P

F P

T P

TRNSFMR

STOP

AHEAD

GRAVEL

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N28°05'56"W N30°14'52"W

'356.30L =

'178.17T =

'9,500.00R =

(LT)02°08'56"Δ =

19+76.72PI

'99.31L = '49.65T =

'10,000.00R =

(LT)00°34'08"Δ =

22+52.75PI

.5

C

18+00 19+00 20+00 21+00 22+00 23+00 24+00

490 490

500 500

-2.00%

(LT&RT)

17+25.00 24+50.00

N th

S t

:4

D e c e m b e r

M

A

IN

P la n

S h e

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C2

I

N R

C P

I

N R

C P

I

N R

C P

I

N R

C P

.8

.5

.8

.5

.9

.2

.2

.0

F P

8 IN

T P

Y T I L I T

U D

E I R

U B G

N I N

R A W

DAW

SON

CI

TY

LI

MI

T

E R

O S

IO

N

E R

O S

IO

N

.6 ' W C

L T

O P O

F W

A L L

SP

EED

LI

MI

T

E R

O S

IO

N

.6 ' W C

L T

O P O

F W

A L L

SP

EED

LI

MI

T

E R

O S

IO

N

Y T I L I T

U D

E I R

U B G

N I N

R A W

FIBER OPTIC

W A L

B R

O K E

N A

C

B R

O K E

N A

C

T P

S T E P P E

D

S T E P P E

D

IN

R

C P

Y T I L I T

U D

E I R

U B G

N I N

R A W

FIBER OPTIC

FT+

IN

C

M P

F P

W

G P S

NAIL

W V

S T E E L P

O L E S

DIRT

.5

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset r ip r a p a t o u tl e t.

w in g w a ll s a n d

C la s s h e a d w a ll s w it h p a r a ll e l c o n c r e te p ip e c u lv e r ts

I n s ta ll x h e a d w a ll s w in g w a ll s

R e m o v e

R

C P

FM709 Centerline information

See S sheets for more

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

3 3

N30°49'00"W

25+00 26+00 27+00 28+00 29+00 30+00 31+00

480 480

490 490

500 500

-2.00%

(LT&RT)

24+50.00 31+75.00

Crash cushion, Rt

Guardrail & Mow Strip, Rt

& Mow Strip, Lt Terminal Section

Guardrail & Mow Strip, Lt

:1

J a n u a r y

M

A I N

P la n

S h e

T X

\F M

(1

R o a d w a y

\C A

D D

S h e e ts

\C -M

L

P

P \T

X

F M

P n

P .d g n

STATE PROJECT

NUMBER

SHEET

TX

C3

Y T I L I T

U D

E I R

U B G

N I N

R A W

FIBER OPTIC

14 IN

IN

R

C P

GRASS

C M

P

IN

10 9 M

PH

Y T I L I T

U D

E I R

U B G

N I N

R A W

FIBER OPTIC

Y T I L I T

U D

E I R

U B G

N I N

R A W

FIBER OPTIC

IN

C

M P

T P

T P

W W

GRAVEL

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

3 3 3

'50.31L =

'25.15T =

'50,000.00R =

(LT)00°03'28"Δ =

36+03.83PI

.9

32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00

480 480

490 490

500 500

-2.00%

(LT&RT)

31+75.00 39+00.00

& Mow Strip, Lt Guardrail

& Mow Strip, Lt Terminal Section

& Mow Strip, Rt Terminal Section

& Mow Strip, Rt Guardrail

:2

D e c e m b e r

M

A

IN

P la n

S h e

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C4

IN

C

M P

F P

F P

F P

F P

F P

17933

T P

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N30°45'33"W N30°38'05"W

'108.46L =

'54.23T =

'50,000.00R =

(RT)00°07'27"Δ =

44+63.49PI 4

.2

.7

39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00

490 490

500 500

510 510

-2.00%

(LT&RT)

39+00.00 46+25.00

:3

D e c e m b e r

M

A

IN

P la n

S h e

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C5

IN

R

C P

17933

T P

W

IRE HT 18 FT

ASPHALT

T P

W

F P

IN

C

M P

S T E E L P

O L E S

F P

F

P IR

GRAVEL

C M

P

IN

M E T A L

F P

F P

N W

R

D

T P

T P

S T

O P T P

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N30°38'05"W N30°40'03"W

'57.08L =

'28.54T =

'100,000.00R =

(LT)00°01'58"Δ =

48+04.24PI

47+00 48+00 49+00 50+00 51+00 52+00 53+00

500 500

510 510

520 520

-2.00%

(LT&RT)

46+25.00 53+50.00

N W

:3

D e c e m b e r

M

A

IN

P la n

S h e

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C6

P

IN

IN

F P F P

R C P

S T

O P

S T

O P

IN

R

C P

T P

DIRT

N W

R

D

18990

C P

FHWA-AC

T P

W V

25 F T+/

DIR

ONLYW

V W

T P

APP

ROX

IN

P

VC

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

Mailbox, Rt

Remove and reset

Mailbox, Lt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N31°28'13"W

'140.13L =

'70.07T =

'10,000.00R =

(LT)00°48'10"Δ =

55+19.36PI

'289.96L = '144.99T = '10,000.00R =

(LT)01°39'41"Δ =

60+05.87PI

54+00 55+00 56+00 57+00 58+00 59+00 60+00

510 510

520 520

-2.00%

(LT&RT)

53+50.00 60+75.00

N w c r

:3

D e c e m b e r

M

A

IN

P la n

S h e

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C7

2.

RCP

RCP

RCP

3.

2.

3.

3.

2.

Y T I L I T

U D

E I R

U B G

N I N

R A W

FIBER OPTIC

IN

R

C P

W V

TE

LE

PHONE

LI

NE

T P

T P

F

T

Y T I L I T

U D

E I R

U B G

N I N

R A W

TELEPHONE LINE

.5

.5

.5

.5

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

C la s s r ip r a p a t o u tl e t p a r a ll e l w in g w a ll s a n d

I n s ta ll h e a d w a ll s c o n c r e te b o x c u lv e r ts

E x te n d i n le ts o u tl e ts o f b o x c u lv e r ts

C le a n e x is ti n g

'S x

'R a n d w in g w a ll s

R e m o v e e x is ti n g h e a d w a ll s

FM709 Centerline information

See S sheets for more

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N33°07'54"W N33°28'08"W

'101.21L =

'50.61T =

'10,000.00R =

(RT)00°34'48"Δ =

67+01.03PI

'58.86L = '29.43T =

'10,000.00R =

(LT)00°20'14"Δ =

65+21.31PI

61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00

500 500

510 510

520 520

-2.00%

(LT&RT)

60+75.00 68+00.00

& Mow Strip, Rt Terminal Section

Guardrail & Mow Strip, Rt

& Mow Strip, Lt Terminal Section

& Mow Strip, Lt Guardrail

:4

M a rc h

M

A

IN

P la n

S h e

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C8

RCP

3.

3.

W

ES

T

T P

Y T I L I T

U D

E I R

U B G

N I N

R A W

TELEPHONE LINE

IN

R

C P

IN

R

C P

IN

R

C P

IN

R

C P

3\

IN

P

VC

DOW

N

APP

ROX

1F

T

W48 IN

APP

ROX

F

T

F

T

T

PT

P

RI

GHT

ARROW

5M

PH

GRASS

.5

.5

.5

.5

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N32°53'20"W N31°58'31"W

'159.50L =

'79.75T =

'10,000.00R =

(RT)00°54'50"Δ =

70+65.50PI

'113.04L = '56.52T =

'50,000.00R =

(LT)00°07'46"Δ =

73+39.22PI

68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00

500 500

510 510

520 520

-2.00%

(LT&RT)

68+00.00 75+25.00

& Mow Strip, Rt Guardrail

& Mow Strip, Rt Terminal Section

Guardrail & Mow Strip, Lt

& Mow Strip, Lt Terminal Section

:3

D e c e m b e r

M

A

IN

P la n

S h e

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C9

CORRALS

ARN

UG

CABLE

IN

R

C P

IN

C

M P

ARRO

W T

P

6 FT

S T

O

PARROW

T P

G P S

NAIL

GRASS

GRAVEL

B C

USCGS S951 1950

B R

O K E

N

WATER TOWER

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram of NW 3190 Rd within ROW limits

Proposed work is

N32°06'17"W

'297.50L =

'175.03T =

'225.00R =

(RT)75°45'32"Δ =

82+66.88PI

83+ 89.

PT

76+00 77+00 78+00 79+00 80+00 81+00 82+00

510 510

520 520

530 530

-2.00%

(LT)

+3.20%

(LT)

-2.00%

(LT&RT)

79+31.85

75+25.00 80+27.85 81+23.85 82+50.00

-2.00%

(RT)

-6.00%

(RT)

80+56.65

N W

:1

A u g u s t

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C10

WIRE HT 18.5 FT

P

TRNSFMR

P C

P C

A R R O

W

ARRO

W

P C

IR

W V

W

ATER

WATER METER

B

IG

A

R O

W

G P S

4001 NAIL

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram of NW 3190 Rd within ROW limits

Proposed work is

N43°39'16"E

'297.50L =

'175.03T =

'225.00R =

(RT)75°45'32"Δ =

82+66.88PI

'110.66L = '55.33T =

'10,000.00R =

(LT)00°38'02"Δ =

86+22.11PI

C 8

.3

83+00 84+00 85+00 86+00 87+00 88+00 89+00

510 510

520 520

530 530

+3.20%

(LT)

-2.00%

(LT)

83+57.35

85+49.35

82+50.00

84+24.55

84+53.35 89+75.00

-6.00%

(RT) -2.00%

(RT)

:1

A u g u s t

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C11

IN

R

C P

.4

.0 7Y

T I

L I

T U

D E I

R U

B G

N I

N R

A W

FIBER OPTIC

IR

D I

STOP

I

N C

M P

Y T I

L I

T U

D E I

R U

B G

N I

N R

A W

PETROLEUM

Y T I

L I

T U

D E I

R U

B G

N I

N R

A W

TELEPHONE LINE

Y T I

L I

T U

D E I

R U

B G

N I

N R

A W

PETROLEUM PIPELINE

I

N C

M P

I

N C

M P

T P

I

N C

M P

F P

VAULT

T P

R C P

F

T

I

N R

C P

I

N

20 FT +

T P

I

N R

C P

I

N R

C P

LE

FT

A

R R O

W

M

PH

W

GRASS

10 IN

GRASS

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailboxes, Rt

Remove and reset a n d i n le t a n d C la s s r ip r a p a t o u tl e t p ip e c u lv e r t, e n d s e c ti o n s

I n s ta ll x c o n c r e te d r o p i n le t a n d e n d s e c ti o n

R e m o v e c u lv e r t, FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N43°01'13"E

'146.64L =

'73.32T =

'10,000.00R =

(LT)00°50'25"Δ =

96+98.80PI

90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00

510 510

520 520

-2.00%

(LT&RT)

89+75.00 97+00.00

:3

J a n u a ry

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C12

IN

R

C P

.4

.0 7Y

T I

L I

T U

D E I

R U

B G

N I

N R

A W

IR

N W

STOP

T P

W

W

T P

C M P

I

N

T

F

T

T

25 FT +

12 IN

T P

U G

TELE LIN

E

T P

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset Mailbox, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N42°10'48"E

'146.64L =

'73.32T =

'10,000.00R =

(LT)00°50'25"Δ =

96+98.80PI

'253.99L = '127.00T = '9,500.00R =

(LT)01°31'55"Δ =

100+54.85PI

C 1

97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00

500 500

510 510

520 520

-2.00%

(LT&RT)

97+00.00 104+25.00

N W

:3

D e c e m b e r

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C13

I

N C

M P

18110 18104

R

IP

A P

T

PF

P

I

N R

C P

W

ATER

M

ETER

N O

T FN

D

DIRT

S T E E L

T P

T P

GRAVEL

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

2 Mailboxes, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N40°38'54"E

'86.49L =

'43.25T =

'20,000.00R =

(RT)00°14'52"Δ =

110+35.39PI 1

105+00 106+00 107+00 108+00 109+00 110+00 111+00

490 490

500 500

510 510

-2.00%

(LT&RT)

104+25.00 111+50.00

:3

D e c e m b e r

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C14

IN

R

C P

.8

.2

I

N C

M P

I

N C

M P

T P

F P

W

IR

E H

T

FT

GRAVEL

BRICK PILLAR 2.5 FT SQ

18115

DIRT

BRICK PILLAR 2.5 FT SQS

T E E L P

O L E S

R

IPA

P

GRAVEL

18115

IN

S

E R V

IC

E

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

Mailbox, Rt

Remove and reset

C la s s r ip r a p a t o u tl e t a n d i n le t p ip e c u lv e r t, e n d s e c ti o n s a n d

I n s ta ll x c o n c r e te d r o p i n le t a n d e n d s e c ti o n

R e m o v e c u lv e r t, Mailbox, Lt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N40°53'46"E

'70.25L =

'35.12T =

'50,000.00R =

(LT)00°04'50"Δ =

114+08.87PI

112+00 113+00 114+00 115+00 116+00 117+00 118+00

490 490

500 500

-2.00%

(LT&RT)

111+50.00 118+75

:3

J a n u a ry

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C15

I

N R

C P

/4

IN

S

E R V

IC

E

I

N R

C P D

A M

A G E D

T P

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N40°48'56"E

'34.10L =

'17.05T =

'10,000.00R =

(RT)00°11'43"Δ =

124+01.42PI

119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00

480 480

490 490

500 500

-2.00%

(LT&RT)

118+75.00 126+00.00

:3

D e c e m b e r

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C16

C M P

I

N

/4

IN

S

E R V

IC

E

I

N C

M P

/4

IN

S

E R V

IC

E

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

Mailbox, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N41°00'39"E

.0

126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00

470 470

480 480

490 490

-2.00%

(LT&RT)

126+00.00 133+25.00

:3

D e c e m b e r

M A

I N

P la n

S h e

T X

\F M

(1

R o a d w a y

\C A

D D

S h e e ts

\C -M

L

P

P \T

X

F M

P n

P .d g n

STATE PROJECT

NUMBER

SHEET

TX

C17

56 IN458.04

459.35

R C P

D I

U N

D

ER

G R O

N D

TELE LIN

E

T P

BROKEN

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

a n d C la s s r ip r a p a t o u tl e t h e a d w a ll s p a r a ll e l w in g w a ll s c o n c r e te b o x c u lv e r t, I s ta ll

'R x

'S x d r o p i n le t a n d e n d s e c ti o n

R e m o v e c u lv e r t, FM709 Centerline information

See S sheets for more

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N41°16'04"E N41°19'37"E

'89.66L =

'44.83T =

'20,000.00R =

(RT)00°15'25"Δ =

133+30.87PI

'51.75L = '25.88T =

'50,000.00R =

(RT)00°03'33"Δ =

136+29.01PI

134+00 135+00 136+00 137+00 138+00 139+00 140+00

470 470

480 480

-2.00%

(LT&RT)

133+25.00 140+50.00

:3

D e c e m b e r

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C18

/- 25FT

S C H

O O L B

U S S

TO

P A

H E A D

C P

2002 FHWA-AC

T P

BROKEN

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

'151.56L =

'75.78T =

'10,000.00R =

(RT)00°52'06"Δ =

143+04.18PI

141+00 142+00 143+00 144+00 145+00

460 460

470 470

480 480

-2.00%

(LT&RT)

140+50.00 147+75.00

146+00 147+00

:3

D e c e m b e r

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C19

GRAVEL

I

N R

C P

1838418384

GRAVEL&ASPHALT

T P

I

N R

C P

GRAVEL & ASPHALT

NO WIRES

S T E E L P

O S T S

B R

ID

G E M

A

Y IC

E

WIRE HT 14.5 FT

G R

A V E L

A S P H

A

LT1

I

N R

C P

R C P

I

N R

C P

/4

IN

S

E R

V

IC

E

4 FT

GRAVEL

18341

18336

GRAVEL

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

2 Mailboxes, Rt

Remove and reset

Mailbox, Rt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram do not reflect vertical transition of profile.

401-A for more information. Cross sections from proposed to existing. See Special

Begin transition of pavement profile

Station 153+22

N42°11'44"E

148+00 149+00

440 440

450 450

-2.00%

(LT&RT)

147+75.00 155+00.00

150+00 151+00 152+00

420 420

430 430

440 440

153+00 154+00 155+00

410 410

420 420

430 430

:2

M a r c h

M

A I N

P la n

S h e

T X

\F M

(1

R o a d w a y

\C A

D D

S h e e ts

\C -M

L

P

P \T

X

F M

P n

P .d g n

STATE PROJECT

NUMBER

SHEET

TX

C20

I

N W

A T R M

A

IN

S T E E L P

O S T S

S T E E L P

O L E S

O N G

R O

U N

D

STE

EL P

OSTS

W W

ATER

W V

IN

S

E R V

IC

E

I

N R

C P

G R A V E L

3\4 IN

S

ER

V

IC

E

C U R V E 2

M

PH

S T E E L

S T E E L

FA

C E O

F B

R R

A

IL

FA

C E O

F B

R R

A

IL

S T E E L

C O

N C R E T E .2

W X .3 H

C O

N C R E T E

W

IR

E H

T

F

T

7.5 FT

R

IPA

P

R

IPA

P

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

slabs and bridge.

across concrete approach

Suspend paving operations in place to remain

Existing bridge with 2" asphalt pavement

Mill 2" depth and overlay

Sta 156+20 - 157+96

FM709 Centerline with 2" asphalt pavement

Mill 2" depth and overlay

Sta 159+26 - 161+00

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

2" asphalt pavement

Mill 2" depth and overlay with of profile.

not reflect vertical transition information. Cross sections do

See Special 401-A for more profile from proposed to existing.

End transition of pavement

Station 156+20 transition of profile.

Cross sections do not reflect vertical

Special 401-A for more information.

from existing to proposed. See

Begin transition of pavement profile

Station 161+00

N42°23'54"E

'70.79L =

'35.39T =

'20,000.00R =

(RT)00°12'10"Δ =

156+58.27PI

'67.10L = '33.55T =

'20,000.00R =

(RT)00°11'32"Δ =

162+18.68PI 1

155+00 156+00 157+00 158+00

410 410

420 420

155+00.00 162+25.00

-2.00%

(LT&RT)

400 400

410 410

420 420

159+00 160+00

410 410

420 420

161+00 162+00

420 420

430 430

(RT)

in place to remain Bridge Rail Existingand Transition Rail to remain in place, Lt & Rt

Existing Terminal Sections, Guardrail and Transition Rail to remain in place, Lt & Rt Existing Terminal Sections, Guardrail

:3

M a rc h

M A

IN

P la n

S h e

T

X \F

M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C21

7.5 FT

P

R C P

STONE PILLAR W FLAGPOLE

I

N C

M P

G A T E

S L

ID

IN

G

STONE PILLAR W FLAGPOLE

B R

ID

G E M

AY IC

E

GRAVEL

S C H

O O L B

U S S

TO

P

T P

BIG

ARROW

A R R O

W

W

IR

E H

T .5 F

T

T P

S T O P

IN

R

C P S

L E E

V E

D W C

M P

18397

E T

W E T

W

ET

W

ARROW

W

IR

E H

T

F

T

ARROW

T P

C H

A

IN

L

IN

K

ARROW

18420

YELLOW

18399

PLASTIC

F

T

GRAVEL

GRAVEL

YELLOW

W

IR

E H

T

F

T

TRNSFMR

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

Mailbox, Rt

Remove and reset

Mailbox, Lt

Remove and reset

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram do not reflect vertical transition of profile.

401-A for more information. Cross sections from existing to proposed. See Special

End transition of pavement profile

Station 163+98 mailbox, Lt

Remove and reset

N42°35'26"E

N39°57'01"E

'67.10L =

'33.55T =

'20,000.00R =

(RT)00°11'32"Δ =

162+18.68PI

'92.16L = '46.09T = '2,000.00R =

(LT)02°38'25"Δ =

165+67.05PI

'268.86L = '154.11T = '220.00R =

(LT)70°01'15"Δ =

168+07.12PI

9+

9+

9+

9+

163+00 164+00 165+00

430 430

440 440

-2.00%

(LT)

-4.80%

(LT)

-6.00%

(LT)

-6.00%

(LT)

165+61.00

166+62.61 168+89.88 169+50.00162+25.00 163+80.16 164+76.16 165+43.36

-2.00%

(RT)

+3.20%

(RT)

-4.80%

(LT)

166+33.81

-2.00%

(LT & RT)

166+00 167+00 168+00 169+00

440 440

450 450

S W

:3

M a rc h

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C22

R

P

IN

S

ERVI

CE,

IN

B

ELO

W G

RAD

E

IN

R

C P S

L E E

V E

D W C

M P

W V

W

T P

18399

GRAVEL

YELLOW

W

IR

E H

T

F

T

HIGH TENSION

T P

T

P RD

NO WIRES

T P

NO WIRES

R C P

IN

T P

2 I N

SERVI

CE

F

T C

H A

IN

L

IN

K

STE

EL

PI

PE

CURVE

M

PH

GRAVEL

STEEL POLES

W V

S T E E L P

O L E S

IN

R

CP

2.

1.

IN

S

ERVI

CE

RI

PAP

PRIVATE DRIVE-COTTONGAME

TRNSFMR

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

a t o u tl e t s e c ti o n s a n d C la s s r ip r a p c u lv e r t in le t o u tl e t, i n s ta ll e n d

C le a n a n d e x te n d r e m a in in g a n d e n d s e c ti o n s o f e x is ti n g c o n c r e te c u lv e r t

R e m o v e m in a t in le t o u tl e t

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N30°04'14"W N29°28'16"W N30°05'16"W

'104.63L =

'52.32T =

'10,000.00R =

(RT)00°35'58"Δ =

171+36.06PI

'97.42L = '48.71T =

'10,000.00R =

(RT)00°33'29"Δ =

177+01.30PI

'107.61L = '53.81T =

'10,000.00R =

(LT)00°37'00"Δ =

173+91.16PI

170+00 171+00 172+00 173+00 174+00 175+00 176+00

440 440

450 450

460 460

169+50.00 169+85.88 176+75.00

-2.00%

(RT)

-2.00%

(LT)

170+81.88

+3.20%

(RT)

169+57.08

:3

J a n u a ry

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C23

R C P

IN

C P

FHWA-AC

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N29°31'46"W N29°48'28"W

'97.42L =

'48.71T =

'10,000.00R =

(RT)00°33'29"Δ =

177+01.30PI

'97.08L = '48.54T =

'20,000.00R =

(LT)00°16'41"Δ =

180+47.09PI

177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00

450 450

460 460

-2.00%

(LT&RT)

176+75.00 184+00.00

:3

D e c e m b e r

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C24

25 +/-

JB

JB

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N29°29'24"W

'110.87L =

'55.43T =

'20,000.00R =

(RT)00°19'03"Δ =

186+75.01PI

'154.17L = '77.08T =

'100,000.00R =

(RT)00°05'18"Δ =

190+31.44PI

184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00

450 450

460 460

470 470

-2.00%

(LT&RT)

184+00.00 191+25.00

:3

D e c e m b e r

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C25

VALVE

VALVE

JB

JB

M A

INJB

2 IN

SERVIC

E

M E T A

L

IN

S

ERVI

CE

M E T A L

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N29°24'06"W N29°43'36"W N29°23'45"W

'115.46L =

'57.73T =

'20,000.00R =

(RT)00°19'51"Δ =

196+01.21PI

'113.45L = '56.72T =

'20,000.00R =

(LT)00°19'30"Δ =

193+20.99PI

192+00 193+00 194+00 195+00 196+00 197+00 198+00

460 460

470 470

-2.00%

(LT&RT)

191+25.00 198+50.00

:4

D e c e m b e r

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C26

IN

C

M P

F E S

IN

C

M P W / F

E S

F E S

RD

IN

C

M P W / F

E S

LE

FT

T

URN

M

PH

+/- 25FT

JB

LO

AD

LIM

IT

0 G

ROSS

M E T A L

TRNSFRMR

18485

JB

GRAVEL GRASS

7" above existing

Profile Grade

Existing Ground

100'50'0

Scale in Feet approach roads.

culverts, including parallel culverts located at

1. See Drainage Summary for work required at all

Notes:

transition of pavement profile.

Cross sections do not reflect

401-A for more information.

proposed to existing. See Special

Transition pavement profile from

Mailbox, Lt

Remove and reset

Begin 2" depth Milling and overlay with 2" asphalt pavement

End pavement transition as shown in Special 401-A

End surfacing as shown in Typical Section

E 2521830.66

N 6667787.46

Station 205+20

FM709 Centerline

(Typ. all sheets)

Profile Grade & Axis of Rotation

Superelevation Diagram

N29°53'27"W N29°29'44"W N28°43'16"W

'68.98L =

'34.49T =

'10,000.00R =

(RT)00°23'43"Δ =

200+73.92PI

'135.14L = '67.57T =

'10,000.00R =

(RT)00°46'28"Δ =

202+80.61PI

'86.35L = '43.18T =

'10,000.00R =

(LT)00°29'41"Δ =

199+20.09PI

'205.59L = '102.80T = '10,000.00R =

(LT)01°10'41"Δ =

204+92.80PI

199+00 200+00 201+00 202+00 203+00 204+00 205+00

460 460

470 470

-2.00%

(LT&RT)

198+50.00

205+20.00

:5

M a rc h

M

A

IN

P la n

S h e

T X

\F M

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\T X

F

M

P n P

.d g n

STATE PROJECT

NUMBER

SHEET

TX

C27

P

IN

RD

IN

C I M

A

IN

STOP

LO

AD

LIM

IT

0 G

ROSS

TRAFFIC ISLAND

STATE PROJECT

NUMBER

SHEET

TX

ACCESS NAVARRO MILLS

FLAP FM 709(1)

Scale in Feet

40'20'0

See Surfacing Summary for more information

Mill 2" and overlay with 2" asphalt pavement longer present.

has been removed and is no

Existing asphalt median shown

Do not disturb curb

Do not disturb curb

Begin 2" depth Milling and overlay with 2" asphalt pavement

End pavement transition as shown in Special 401-A

End Surfacing as shown in Typical Section

Sta 205+20

C28

STATION 206+48.00

TX FLAP FM709(1)

END PROJECT

FM709 Centerline

J A

N U

A R

Y

:2

T X

\F M

(1

R o a d w a y

\C A

D D

S h e e ts

\C -M

L

P

P \T

X

F M

E n d P la n

P la n .d g n

205+

N '5

"W

205+ 95.59

206+ 50.27

POE

205+

206+

204+

DETAIL APPROVED FOR USE 12/2012

SUBEXCAVATION

NO SCALE C204-51

min.

NOTE:

STATE PROJECT

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

REVISED: 08/2014 08/2020

7.

6.

5.

4.

3.

2.

1.

and type of geotextile filter.

See Summary of Quantities Remarks for Subexcavation for class

Furnish geotextile filter type conforming to subsection 714.01(a).

the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill…