TX FLAP UV CR203(1) AD PLANS.pdf

07/31/2025

PHILIP R. HAHN

109192

Approved via letter signed 7/21/2025

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2025.08.15 14:58:25 -06'00'

DI

footingftg.

finishfin.

flared end sectionFES federalFed.

fill facef.f.F exteriorext.

expansion jointexp. jt.

excavationexc.

edge of waterEW and wifeet ux and otherset al edge of roadER equationEQ or eq.

edge of pavementEOP

Engineer(s)engr(s).

embankmentemb.

elevationelev.

elevation with numberEl. 94.066 superelevation ratee eastEE drawing(s)dwg(s).

donation land claimDLC districtDist.

distancedist.

diaphragmdiaph.

diagonaldiag.

diameterdia. or D drop inletDI design hour volumeDHV decrementdecr.D culvertculv.

contingent sumCTSM centersctrs.

point of curve to spiralCS creekcr.

corrugatedcorr.

continuouscont.

construction jointconstr. jt.

constructionconstr.

concreteconc.

columncol.

countyCo.

corrugated metal pipeCMP clearclr.

center to centerc-c concrete box culvertCBCC bearingbrg.

bridgebr.

balance pointBP bench markBM backBK beginning, beginbeg.

both facesb.f.B asphaltasph.

approachappr.

alternatealt.

aheadAH aggregateaggr.

average daily trafficADT abutmentabut.A diameterØ curve deltaΔ centerline�

ABBREVIATIONS

routerte.

rightRt. or RT reference hubRH retaining wallret. wall ReservationRes.

reservoirres.

requiredreqd.

reinforcementreinf.

reconstructionreconst.

roadwayrdwy.

roadrd.

right-of-wayR/W rangeR.

radiusRR quantitiesquant., QtyQ pavementpvmt.

point of tangentPT pounds per square inchpsi projectproj.

point on tangentPOT point on spiralPOS point on curvePOC platepl.

point of intersectionPI perforateperf.

point of compound curvePCC point of curvePCP outside diameterOD other faceo.f.

on centerso.c.O numberno. or # negativeneg.

normal crownNC northNN mountain(s)mtn(s).

monumentmon.

minimummin.

maximummax.

materialmatl.

maintenancemaint.

magneticmag.M low waterLW leftLt. or LT lump sumLPSM longitudelong.

latitudelat.

laminationlam.

length of curveLL jointjt.J interiorint.

inclusive, includingincl.

inside diameterIDI highwayhwy.

high waterHW horizontalhoriz.

hexagonhex.

homestead entry surveyHES headwallhdwl.H girdergdr.

galvanizedgalv.

gage (gauge)ga.G

WestWW vertical point of intersectionVPI vehicles per hourvph verticalvert.

design speedVV typicaltyp.

point of tangent to spiralTS transversetransv.

temporary construction easementTCE temporary bench markTBM tangenttan.

townshipT.

tangent lengthTT symmetricalsym.

structuralstruc.

straightstr.

stiffenerstiff.

standardstd.

stationsta.

point of spiral to tangentST streetst.

specificationspec.

spacing, spaces or spacedspa.

shouldershldr.

sectionsec.

point of spiral to curveSC seasonal average daily trafficSADT southSS

DRAINAGE SYMBOLS

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)

:0

P

M

J u n e

S y m b o ls S h e e t c p w w o rk in g \c e n tr a l0

\d

\S

Y M

(2 )U

V .d g n

AND ABBREVIATIONS

CONVENTIONAL PLAN SYMBOLS

Sheet 1 of 2

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

TX FLAP UV CR203(1)

A2

109192

BH

N

0.00EL.

TP

TP

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (existing, proposed)

Fence with gate (existing, proposed)

Fence (existing, proposed)

GEOLOGIC SYMBOLS

Material source

Boring location

LANDSCAPING & VEGETATION SYMBOLS

Treeline

Tree

MAPPING SYMBOLS

Survey control point

Trail

Spot elevation

Double Track

Single Track

Railroad

North arrow

Coordinate Grid Tick

Building (existing, proposed)

RIGHT-OF-WAY SYMBOLS

Section corner (found, projected)16

Section corner (found, projected)4

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

Section16

Section4

Section

Township or Range line

City

County

State

National

Boundaries

GUARDRAIL, BARRIER & WALL SYMBOLS

Retaining Wall (existing, proposed)

Median & Side Barrier (existing, proposed)

Guardwall (proposed)

Guardrail (existing, proposed)

SIGN SYMBOLS

Post mounted (existing, proposed)

Portable (proposed)

Delineator (existing, proposed)

Commerical (existing, proposed)

Signs

ROADWAY SYMBOLS

Roadway obliteration

Roadway centerline (with station ticks)

Edge of roadway (existing, proposed)

Toe of fill

Transition

Top of Cut

Slope state limits

Clearing/construction limits

UTILITY SYMBOLS

Telephone (existing, proposed)

Power (existing, proposed)

Fiber optic (existing, proposed)

CATV (existing, proposed)

Overhead utility

Water (existing, proposed)

Telephone (existing, proposed)

Sanitary sewer (existing, proposed)

Power (existing, proposed)

Oil (existing, proposed)

Gas (existing, proposed)

Fiber optic (existing, proposed)

CATV (existing, proposed)

Underground utility

Telephone pedestal (existing, proposed)

Street light (exisiting, proposed)

Support pole anchor (existing, proposed)

Support pole (existing, proposed)

Surface (existing, proposed)

Underground (existing, proposed)

Irrigation ditch

PROJECT SPECIFIC SYMBOLS

:0

J u n e

S y m b o ls S h e e p w w o r k in g \c e n tr a l0

\d

\S

Y M

U

V .d g n

AND ABBREVIATIONS

CONVENTIONAL PLAN SYMBOLS

Sheet 2 of 2

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

A3

S u r v e y C o n tr o l

S h e p w w o r k in g \c e n tr a l0

\d

\C

T L

U

V .d g n

:0

M a r c h

5 SURVEY CONTROL

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

A4

LC

See note 1

(1:6 desirable)

1:4 or flatter

See note 1

(1:6 desirable)

1:4 or flatter

See note 5

LC

4" Aggregate base edge

Subgrade edge

Aggregate base pavement edge

Asphalt concrete

See note 6

R

See note 3

Typical culvert location

Subgrade edge

Aggregate base edge

Shoulder edge

See note 6

R

End section A-A

See note 1

Flatten slope x = 15' min. for type 2 x = 0' for type 1

See note 2

End section A-A edge

Subgrade base edge

Aggregate pavement edge

Asphalt concrete

See note 2

Aggregate base edge

SECTION A-A

See note 4 See note 4

VariableW Variable

3'

Variable

(min.)

SECTION B-B

1.3'W 1.3' d

Variable Variable

1:41:3s

2.67'2'd

Type 2Type 1 s

APPROACH ROAD

TYPES 1 & 2

TYPICAL SECTION

W

A

A

B

B

W x 16'

Total length

Paved length

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

O

M a in li n e

Approach road �

APPROACH ROAD

TYPE 3

TYPICAL SECTION

Approach road �

M a in li n e

B

B

Total length

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

4' (typ.)

Paved length

(t y p

(t y p

W

90°

A

A

1.Construct cut and fill slopes for approach roads to match with mainline roadway construction.

2.Under special conditions, the approach road and shown may be varied ±20°.

3.Place culverts at the end of the approach road radius to provide a flatter foreslope and increased mainline recovery area. When a culvert must be placed within the clear zone of the mainline roadway, use safety end sections (See standard drawing 602-9).

4.Apply the normal mainline crown section to approach roads with widths greater than 15 feet.

5.Refer to mainline typical sections for structural section thicknesses and foreslopes.

6.Vary radii to fit unusual field conditions. Do not reduce existing radii or widths. R is on the left side of the approach road centerline.

Note:

Sheet 1 of 2 No Scale

T y p ic a l S e c ti o n A p p ro a c h

R o a d s S h e e p w w o rk in g \c e n tr a l0

\d

\T Y

P (2

)U V

.d g n

:1

J a n u a ry

APPROACH ROADS

TYPICAL SECTION

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

A7

Type

Class

See note 1

Mainline stationing grade (optional)

Typical maximum design

LC

Normal subgrade edge

VPC

VPI Typical maximumn grade ±10%

N/AN/A26.04.04.03A43+05 Rt

25.025.020.028.028.01A35+16 Lt

N/AN/A13.015.04.03A29+87 Lt

25.015.012.027.927.91A28+49 Lt

25.020.011.023.023.01A14+88 Lt

25.015.012.021.121.11A14+47 Rt

35.020.010.033.333.31A12+35 Lt

N/AN/A24.84.04.03A12+34 Rt

REMARKS

(ft)

R

(ft)

R

(ft)

W

(ft)

LENGTH

TOTAL

(ft)

LENGTH

PAVED

CLASS

TYPE

See note 1

STATION

APPROACH ROAD SUMMARY

TYPICAL SYMBOL

A

Example of symbol showing standard approach road connection on plan and profile sheet

TYPICAL PROFILE

Mainline

20' desirable 15' min.

±2%

See note 2

Paved apronN/A*A3

ADT ≥ 2005028E2

100 ≤ ADT ≤ 1994024D2

25 ≤ ADT ≤ 1004022C2

ADT < 252520B2

Minimum 2-Way Use2518A2

Logging Truck Use4016D1

Farm Equipment2516C1

Minimum 1-Way Use2514B1

Field Access1510A1

APPLICATION

SAMPLE

(ft) R

RADIUS

MIN.

(ft) W

WIDTH

MIN.

CLASSTYPE

1.Stations shown are approximate locations. Actual locations to be field verified.

2.Construct approach roads with landing areas having grades within ±2%. Under special conditions, use 6% maximum.

Note:

Sheet 2 of 2 No Scale

T y p ic a l S e c ti o n A p p ro a c h

R o a d s S h e e p w w o rk in g \c e n tr a l0

\d

\T Y

P (2

)U V

.d g n

:4

A

M a rc h

APPROACH ROADS

TYPICAL SECTION

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

A8 right

Sheet and Description

B3 B3 B4 B4 B5 B6 B7 B7

Survey and

Staking

Summary

Grading

Summary

Clearing and

Revegetation

Summary

Removals

Summary

Surfacing

Summary

Drainage

Summary

Permanent

Pavement

Markings

Summary

Permanent

Sign

Summary

Allowance Bid

Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 8 8

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 2 2

A0040 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING

CONTROL MILE 0.71 0.71

A0050 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.42 1.42

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0070 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0090 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0100 15720-0000 STORMWATER POLLUTION PREVENTION PLAN LPSM ALL

A0110 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0120 20101-0000 CLEARING AND GRUBBING ACRE 3.28 0.22 3.50

A0130 20301-1200 REMOVAL OF HEADWALL EACH 4 4

A0140 20301-2300 REMOVAL OF SIGN/MARKER EACH 13 13

A0150 20302-2100 REMOVAL OF PIPE CULVERT LNFT 72 72

A0160 20303-2300 REMOVAL OF PAVEMENT, CONCRETE SQYD 390 20 410

A0170 20402-0000 SUBEXCAVATION CUYD 100 As approved by CO

A0180 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,203 97 1,300

A0190 25101-0200 PLACED RIPRAP, CLASS 2 CUYD 9.3 0.7 10.0

A0200 25101-0300 PLACED RIPRAP, CLASS 3 CUYD 13.4 1.6 15.0

A0210 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,647 153 3,800

A0220 30402-5000 FULL DEPTH RECLAMATION, METHOD 2 (2-INCH DEPTH) SQYD 7,642 358 8,000

A0230 31502-0000 RECYCLED AGGREGATE BASE CUYD 425 75 500

A0240 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,765 235 2,000

A0250 40601-0000 FOG SEAL TON 4.51 0.49 5.00

A0260 41102-1000 PRIME COAT, METHOD 1 SQYD 3,505 195 3,700

A0270 41105-0000 BLOTTER TON 15.56 1.44 17.00

A0280 41201-0000 TACK COAT TON 4.51 0.49 5.00

A0290 60201-1000 36-INCH PIPE CULVERT LNFT 42 3 45

A0300 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT LNFT 39 6 45

A0310 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2

A0320 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH

OR ELLIPTICAL PIPE CULVERT EACH 2 2

A0330 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0340 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 18-INCH WIDTH HOUR 20

A0350 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

A0360 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 20

MileStone: 100% PS&E

Date Completed: 03/25/25

Report Date: 03/25/25

A

M

E

N

D

Line

Item

No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -M a r-

:4 P

M

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities c p w w o rk in g \c e n tr a l0

\d

T X F

L A P U

V C

R (1

S O

Q .x ls m

]S h e e t

PROJECT

B1

TX FLAP UV CR203(1)

FISH HATCHERY ROAD

SHEET

NUMBER

07/31/2025 right

Sheet and Description

B3 B3 B4 B4 B5 B6 B7 B7

Survey and

Staking

Summary

Grading

Summary

Clearing and

Revegetation

Summary

Removals

Summary

Surfacing

Summary

Drainage

Summary

Permanent

Pavement

Markings

Summary

Permanent

Sign

Summary

Allowance Bid

Schedule

A0370 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A0380 62201-3150 HYDRAULIC EXCAVATOR, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 20

A0390 62301-0000 GENERAL LABOR HOUR 40

A0400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A0410 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 1.89 0.11 2.00

A0420 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.89 0.11 2.00

A0430 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.89 0.11 2.00

A0440 63301-0000 SIGN SYSTEM EACH 7 7

A0450 63308-2000 OBJECT MARKER, TYPE 2 EACH 9 9

A0460 63308-3400 OBJECT MARKER, TYPE 4 EACH 1 1

A0470 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 36,196 204 36,400

A0480 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW EACH 2 2

A0490 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0500 63701-0000 FIELD OFFICE EACH 1

A0510 64620-0400 REMOVE AND RESET MAILBOX EACH 5 5

-M a r-

:4 P

M

MileStone: 100% PS&E

Date Completed: 03/25/25

Report Date: 03/25/25 c p w w o rk in g \c e n tr a l0

\d

T X F

L A P U

V C

R (1

S O

Q .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

PROJECT

B2

TX FLAP UV CR203(1)

FISH HATCHERY ROAD

SHEET

NUMBER

07/31/2025

:3

F e b r u a r y

M is c e ll a n e o u s S u m m a r ie s S h e e p w w o r k in g \c e n tr a l0

\d

\S

U M

U

V .d g n

MISCELLANEOUS SUMMARIES

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

B4

:5

M a r c h

S u r f a c in g S u m m a r y p w w o r k in g \c e n tr a l0

\d

\S

U M

U

V .d g n

SURFACING SUMMARY

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

B5

109192

08/06/2025

:5

M a r c h

D r a in a g e S u m m a y p w w o r k in g \c e n tr a l0

\d

\S

U M

U

V .d g n

DRAINAGE SUMMARY

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

B6

:0

M a r c h

M is c e ll a n e o u s S u m m a r ie s S h e e p w w o r k in g \c e n tr a l0

\d

\S

U M

U

V .d g n

SUMMARIES

SIGNING AND STRIPING

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

B7

Profile Grade

Exisiting Ground

8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00

910 910

912 912

914 914

916 916

918 918

920 920

922 922

924 924

926 926

928 928

930 930

932 932

+2.7 3%

-2.42%

+2.7 3%

-2.42%

.6

.0

.3

.0

' VC200

39K =

'309SSD =

' VC250

139K =

.9

F P

F P++

C P

County Rd 203

Concrete Pavement

Sawcut Existing Asphalt

Protect in place

Existing Gate

.7

PC

.0

P

O B

N25°14'13"W

Protect in place

Existing Overhead Power

Pavement

Existing Edge of of Pavement

Proposed Edge Protect in place

Existing Fence

Protect in place

Existing Overhead Power

Protect in place

Existing Fence of Pavement

Proposed Edge

Pavement

Existing Edge of

BEGIN PROJECT

BEGIN ROADWAY CONSTRUCTION

TX FLAP UV CR203(1)

FISH HATCHERY ROAD

12+00.00 "P-BL203"

N= 13617689.9737

E= 1702192.4939

A

A

A

A

Reset Mailbox

Remove and

Reset Mailbox

Remove and

Reset Mailbox

Remove and

Begin Taper

12+80, 7.28' Lt.

End Taper

13+70, 12.00' Lt.

Reset Mailbox

Remove and

Proposed Ditch (typ.)

F P

F P++

N

25 50012.525

Scale in feet

.7

PC

.0

P

N25°14'13"W

P

B

L

P la n p w w o r k in g \c e n tr a l0

\d

\P

N P

U

V .d g n

:1

D e c e m b e r

12+00 TO 16+00

CR203 FISH HATCHERY ROAD -

PROJECT

NUMBER

SHEET

C1

FISH HATCHERY ROAD

TX FLAP UV CR203(1)

07/31/2025

C P

P C

P C

P C

Pav ementExis ting Ed ge o f of P ave mentPro pos ed E dge of P ave mentPro pos ed E dge

Pav ementExis ting Ed ge o f

Protect in placePower

Existing Overhead

Protect in place

Existing Fence of Pavement

Proposed Edge

Pavement

Existing Edge of

Pavement

Existing Edge of of Pavement

Proposed Edge Protect in place

Existing Fence

Protect in placePower

Existing Overhead

County Rd 203

Curve CR203-1

Protect in place

Existing Water Line

Protect in placePower

Existing Overhead

Proposed Ditch (typ.)

N

25 50012.525

Scale in feet

Profile Grade

Exisiting Ground

16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50

906 906

908 908

910 910

912 912

914 914

918 918

920 920

922 922

924 924

926 926

-0.63%

+0.45% -0.63%

.3

.0

' VC220

203K =

P

B

L

P la n p w w o r k in g \c e n tr a l0

\d

\P

N P

U

V .d g n

:1

J a n u a r y

16+00 TO 23+50

CR203 FISH HATCHERY ROAD -

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

TX FLAP UV CR203(1)

C2

07/31/2025

P C

P C

I R

P

KI

R

.9

PT

County Rd 203

A

Protect in placePower

Existing Overhead

Protect in place

Existing Fence

Power Protect in place

Existing Overhead

Protect in place

Existing Fence of Pavement

Proposed Edge

Pavement

Existing Edge of of Pavement

Existing Edge of Pavement

Proposed Edge

A

Proposed Ditch (typ.)

N

25 50012.525

Scale in feet

N04°44'54"E

Profile Grade

Exisiting Ground

23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00

904 904

906 906

908 908

912 912

914 914

916 916

920 920

922 922

924 924

926 926

-0.24% +0.16%+0.45% -0.24%

.1

.0

.5

.0

0' VC100

144K =

'1609SSD =

' VC200

505K =

R e m o v x is ti n g c u lv e r t

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

L t a n d R t

I n s ta ll x

R C

P

E n d S e c ti o n

L t a n d R t

R ip r a p C la s s

R t

P

B

L

P la n p w w o r k in g \c e n tr a l0

\d

\P

N P

U

V .d g n

:1 a n u a r y

23+50 TO 31+00

CR203 FISH HATCHERY ROAD -

PROJECT

NUMBER

SHEET

C3

FISH HATCHERY ROAD

TX FLAP UV CR203(1)

07/31/2025

+ G

C P

F P

P C

N04°44'54"E

Protect in place

Existing Overhead Power of Pavement

Proposed Edge

Pavement

Existing Edge of

County Rd 203

Protect in placePower

Existing Overhead

Protect in place

Existing Fence

A of Pavement

Proposed Edge

Pavement

Existing Edge of

Protect in place

Existing Fence

Protect in Place

Existing Gas Line

Proposed Ditch (typ.)

+ G

F P

N

25 50012.525

Scale in feet

N04°44'54"E

Profile Grade

Exisiting Ground

31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50

906 906

908 908

910 910

912 912

914 914

916 916

920 920

922 922

924 924

926 926

+0.16%

P

B

L

P la n p w w o r k in g \c e n tr a l0

\d

\P

N P

U

V .d g n

:1

D e c e m b e r

31+00 TO 38+50

CR203 FISH HATCHERY ROAD -

PROJECT

NUMBER

SHEET

C4

FISH HATCHERY ROAD

TX FLAP UV CR203(1)

07/31/2025

Protect in placePower

Existing Overhead

Protect in placePower

Existing Overhead

Protect in place

Existing Fence of Pavement

Proposed Edge

Pavement

Existing Edge of

County Rd 203

A

Protect in place

Existing Culvert of Pavement

Proposed Edge

Pavement

Existing Edge of

Protect in placePower

Existing Overhead

Proposed Ditch (typ.)

N

25 50012.525

Scale in feet

N04°44'54"E

Profile Grade

Exisiting Ground

38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00

908 908

910 910

912 912

914 914

916 916

920 920

922 922

924 924

926 926

928 928

+0.16%

.5

.0

' VC150

122K =

P

B

L

P la n p w w o r k in g \c e n tr a l0

\d

\P

N P

U

V .d g n

:1

D e c e m b e r

38+50 TO 46+00

CR203 FISH HATCHERY ROAD -

PROJECT

NUMBER

SHEET

C5

FISH HATCHERY ROAD

TX FLAP UV CR203(1)

07/31/2025

T P

T P

J B

+C P

I P

END PROJECT

END ROADWAY CONSTRUCTION

TX FLAP UV CR203(1)

FISH HATCHERY ROAD

49+42.00 "P-BL203"

N= 13621369.1530

E= 1702102.3184

12.00'

48+31.77

12.00'

48+54.17

R = 100'

R = 130'

.4

P

E

Protect in place

Existing Overhead Power

Protect in place

Existing Fence

Reset Mailbox

Remove and

Protect in placePower

Existing Overhead of Pavement

Proposed Edge of Pavement

Existing Edge of Pavement

Proposed Edge Pavement

Existing Edge of

Contractor to verify location in field

Existing Fiber Optic Line Protect in Place Removal

Concrete

Begin

49+05.26

Concrete Pavement

Tie Into Existing Asphalt

End Concrete Removal

64.0' LT

49+42

72.6' RT

49+42

Proposed Ditch (typ.)

T P

T P

J B

N

25 50012.525

Scale in feet

.4

P

E

Profile Grade

Exisiting Ground

46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00

910 910

912 912

914 914

916 916

918 918

920 920

922 922

924 924

926 926

930 930

932 932

+1.38%

-0.44%

+1.38%

-0.44%

.4

.0

' VC100

55K =

'642SSD =

.0

R e m o v is ti n g c u lv e r t

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

L t a n d R t

I n s ta ll x

E q u iv a le n t

D ia m e te rc h o r E ll ip ti c a l

R C

P

E n d S e c ti o n

, L t a n d R t

R ip r a p C la s s

L t

P

B

L

P la n p w w o r k in g \c e n tr a l0

\d

\P

N P

U

V .d g n

:2

D e c e m b e r

46+00 TO 49+42

CR203 FISH HATCHERY ROAD -

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

C6

NO SCALE

for structural section

See typical sections

Finished grade according to Section 204

Backfill with material

See note 6

Stabilization geogrid for structural section

See typical sections

Finished grade according to Section 204

Backfill with material

NOTE:

See bench detail than Bench if greater Varies min.

Width of need

Total subexcavation width

See note 3

714.03.

Furnish stabilization geogrid conforming to Subsection 6.

not construct slopes steeper than 1V:2H unless approved.

slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slop or make 5.

roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within of the 4.

every of subexcavation depth.

bottom layers. Provide a minimum. bench width for

Widen top of subexcavation area to allow for bench width in 3.

Do not place backfill material within the structural section.2.

Minimum subexcavation dimensions are1.

TYPICAL SECTION

SUBEXCAVATION

BENCH DETAIL

(2' typ.)

2'

1'

2' max.

6 foot wide x 6 foot long.

1-foot

2 feet

4 feet

SUBEXCAVATION

C204-51

FP-24

06/2024

CFLHD DETAIL

:5

O c to b e r

D e t

C p w w o r k in g

\c e n tr a l0

\d

\C

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

F1

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

C

PLAN VIEW PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o

L

A A

B B

PLAN VIEW

Variable slope ground Original

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in .)Variable slope ground Original m in

L

D D

D

H

H

D D

D

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

L

C C

C

NOTE:

L

H

D

SECTION E-E

SECTION D-D

ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

D

W id th

D it c h B o tt o m

W id th

D it c h B o tt o m

D

4D

PLAN VIEW

or flatter

Sloped 1V:2H

D

D D

Flowline

D

D D

(min.)

(min.)

not be measured for payment.

3. Excavation for placement of riprap will tables for class and type.

subsection 714.01(a). See summary

2. Furnish geotextile filter conforming to slopes of less than 10%.

Use for aprons serving culverts with 1.

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

C251-50

FP-24

09/2021

CFLHD DETAIL

:1

D e c e m b e r

S td p w w o r k in g \c e n tr a l0

\d

\S td .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USEAT CULVERT OUTLETS

PLACED RIPRAP

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

G1

MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE

PIPING PLUG

TRENCH INSTALLATIONEMBANKMENT INSTALLATION

CONCRETE ROUND PIPE CULVERT LEGEND:

Bedding material (uncompacted).

Embankment material placed in layers

Impermeable backfill material.

FILL HEIGHT AND PIPE CLASS TABLE

BEDDING DEPTH

PIPE

SIZE

MINIMUM SPACING

EMBANKMENT TRENCHDIAMETER

DEPTHPIPE SIZE (H)

CLASS VCLASS IVCLASS IIICLASS II

TRENCH

CLASS VCLASS IVCLASS IIICLASS II

EMBANKMENT

Roadway embankment

Limits of pipe compaction

SECTION A-A

A

A

Compacted backfill material placed in layers flowable backfill according to Section 614

Bedding (See table)Bedding (See table)

H

Width

° 60°

H

H

H

H

(See table)

Minimum spacing

H

Finished subgrade before trench excavation embankment height

Finished subgrade or to springline backfill

Compacted

Piping plug end treatment

Culvert

Embankment slope

High water elevation

Pipe culvert holes (typ.)

Concrete pipe tie when precast permitted

Tapered holes over pipe joint

Do not install fastener

O Ring if required

2H2H

INCHES

DIAMETER

INCHES

COVER

MINIMUM

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET

> 54"

12" TO 54"

6"

4"

OVER 96"

36"-96"

12"-36"

48"

0.5H

15"

72"

72"

2H

" min.2 12'-6 not exceeding 6" compacted depth.

not exceeding 6" compacted depth, or

1'-0" (min.)

" dia. hole for4

" max.2

2'-9 ty p ic a l m a x

1'-0"±

1'-3" min.

1'-5" max.

1" dia. Joint tie

H H

H H

1.

2.

3.

4.

5.

6.

Construct a piping plug of impermeable backfill material at the pipe inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

When directed, camber pipe culverts upwards from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

For flexible pavement and aggregate surface roadways, measure minimum cover from the top of the pipe culvert to the bottom of the roadway subgrade.

For rigid pavements, measure minimum cover from the top of the pipe culvert to the top of the pavement. For all roadway surface types, measure maximum fill height from the top of the pipe culvert to the top of the pavement.

Pipe compaction limits shown are for pipe installation in an embankment. For pipe installation in a trench, the compaction limits are the walls of the trench.

Where unyielding or unstable material is encountered, install the pipe culvert according to the limits of pipe compaction shown on

Maximum fill heights for pipe culvert installations may be increased on approval of site-specific structural pipe designs meeting the criteria of

AASHTO Standard Specifications for Highway Bridges.

Use Supplemental Concrete Pipe Tie when specified in the contract documents.

NOTE:

NO SCALE

Standard 602-3.

602-7

FP-24

8/2024

FLH STANDARD

:1 e b r u a r y

S td p w w o r k in g \c e n tr a l0

\d

\S td .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

INSTALLATION

CONCRETE PIPE CULVERT

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T1

NOTE:

3.

2.

1.

flared end section.

Warp embankment slopes to match the slope of the the inlet end section with a tongue end.

Fabricate the outlet end section with a groove end and allow for manufacturer's standards.

Variations in design and dimensions are permitted to

L

BC

T D ia m e te r T

F

A

TWT

R

TWT

R

TDiameterT

A

PLAN

ELEVATION

SECTION A-A

TDiameterT

TWT

PLAN

TWT

ELEVATION

SECTION A-A

BC

L

T D ia m e te r T

F

A

R

A B

B

PIPE SIZE

END SECTIONS FOR ROUND PIPE CULVERT

T

T

T A B C L W F R1 R2 R3inch DIAMETER inch

DIMENSIONS

"2

-- 2

FOR ROUND PIPE

CONCRETE END SECTION

602-8

FP-24, FP-14

1/2024

:1 e b ru a ry

S td

-8 p w w o rk in g \c e n tr a l0

\d

\S td -8

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T2

(INCH)

ROUND SIZE

EQUIVALENT

SPAN X RISE

SPAN X RISE

1 - 13 14 - 21

HE - III HE - I V

1 - 13 14 - 21 22 - 29

VE - III VE - I V VE - V

68 x 106

63 x 98

58 x 91

53 x 83

48 x 76

43 x 68

38 x 60

34 x 53

32 x 49

29 x 45

SPAN

RISE

SPAN

RISE

MAX. HEIGHT OF COVER IN FEET MAX. HEIGHT OF COVER IN FEET

HORIZONTAL INSTALLATION VERTICAL INSTALLATION

106 x 68

98 x 63

91 x 58

83 x 53

76 x 48

68 x 43

60 x 38

53 x 34

49 x 32

45 x 29

42 x 27

38 x 24

34 x 22

30 x 19

23 x 14

ELLIPTICAL CONCRETE PIPE COVER TABLES FOR H-20 LIVE LOAD

B E

D D

IN

G

M A

T E

R

IA

L

B E

D D

IN

G

M A

T E

R

IA

L

B E

D D

IN

G

M A

T E

R

IA

L

B E

D D

IN

G

M A

T E

R

IA

L

B E

D D

IN

G

M A

T E

R

IA

L measure maximum fill height from the top of the pipe culvert to the top of the pavement.

cover from the top of the pipe culvert to the top of the pavement. For all roadway surface types, of the pipe culvert to the bottom of the roadway subgrade. For rigid pavement measure minimum

4. For flexible pavement and aggregate surface roadways, measure minimum cover from the top under entrances and median crossovers is 9 inches.

the standard height have been exhausted. Ensure minimum finished height of cover for pipes minimum finished cover height of 12 inches will be allowed only if all possible means to obtain whichever is greater. In cases in which these cover heights cannot be achieved, an absolute of the span or 2 feet,2

13. Standard minimum finished height of cover for all pipes is with a cut.

minimum of 10 times the span plus 3 feet on each side of the pipe or to the intersection greater. Extend cover the full length of the pipe. Extend the approach fill ramp to a of the span or 3 feet, whichever is2 1 allowing construction traffic to cross installation are

2. To protect pipe during construction, ensure the minimum heights of cover prior to

1. Cover heights indicated in the Tables are for finished construction.

NOTES:

U n ti tl e d

S h e p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:1

M a r c h

SPECIAL

ELLIPTICAL CONCRETE PIPE

602-A

NO SCALE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T3

(R/2) + 12"

4"

(R/2) + 12"

4"

MAX. 24"

MIN. 8",

" per 1' of H2

(R/2) + 12"

(R/2) + 12" (R/2) + 12"

(R/2) + 12" pipe where directed.

May be eliminated under entrance

As shown on Tables.

Flexible Pipe

When H is less than or equal to 30'

Rigid Pipe the plans:

follows unless otherwise noted in

Use Method "A" pipe bedding as

X= S + 36"

Culverts where S = 36" and over

X= S + 24"

Culverts less than S = 36"

Top of fill

Earth

Foundation fill* maintained to top of pipe

"X" Dimension to be

MIN. 1/10 R

S

S

X

R/2

R

H Ground line

Top of fill

Earth

Foundation fill*

MIN. 1/10 R

X

R/2 R

MIN. S1 MIN. S 1S

S

MIN. 1/10 R

R

R/2

MIN. S1 MIN. S1

Rock or unyeilding soil

X

S

S

H

Top of fill

R

R/2

MIN. 1/10 R Bedding material Earth

Ground line

MIN. S

MIN. S1 S1

S2

H

Top of fill b maintained to top of pipe

"X" Dimension to be

Earth

Ground line

Top of fill

R/2

R b

MIN. 1/10 R

S

S2

H

X

Top of fill

Ground line

Rock or unyeilding soilR/2

R

MIN. 1/10 R

maintained to top of pipe

"X" Dimension to be

X

H

S

S2 bearing soil.

Depth as shown in the plans or to firm

Outside rise of pipe.

Inside span of pipe.

Outside span of pipe.

drainage structure to finished grade.

Height of cover measured from top of b =

R =

S =

S =

H =

OTHERWISE UNSUITABLE MATERIAL

FOUNDATION SOFT, YIELDING, OR

OTHERWISE UNSUITABLE MATERIAL

FOUNDATION SOFT, YIELDING, OR

ROCK FOUNDATIONNORMAL EARTH FOUNDATION

NORMAL EARTH FOUNDATION ROCK FOUNDATION

PIPE PROJECTION ABOVE GROUND LINE

NO PROJECTION OF PIPE ABOVE GROUND LINE

Embankment.

material placed according to Subsection 209.09.

Suitable roadway excavation or unclassified borrow

Subsection 209.09.

Backfill material placed according to to Subsection 209.07.

Foundation fill material placed according

Ground lineGround line

MAX. 24"

MIN. 8",

" per 1' of H2

U n ti tl e d

S h e p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:0

M a r c h

SPECIAL

602-B

CULVERT INSTALLATION

ELLIPTICAL CONCRETE PIPE

NO SCALE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T4

END SECTION DIMENSIONS

6'-0"

5'-6"

5'-0"

4'-0"

2'-8"

E

END VIEW

SPAN X RISE

23" X 14"

30" X 19"

38" X 24"

42" X 27"

45" X 29"

53" X 34" 15"

13"

12"

10"

9"

6"

A B

2'-3"

2'-11"

3'-8"

4'-8"

4'-11"

5'-3" 2'-11"

3'-3"

1'-8"

2'-6"

3'-2"

3'-10"

C L

6'-1"

6'-1"

6'-2"

6'-2"

8'-2"

8'-2"

3'-6"

R is e

Span

E

X

E

X

C B

2:1 slope

Approx.

A

L of pipe

Length C B

SLOPE DETAIL

SECTION X-X

PLAN VIEW

spigot end on inlet end-sections Hub end on outlet end-sections

Shoulder

Culvert

Length of pipe fabric reinforcement

Bar or steel

End section

SPECIAL

602-C

U n ti tl e d

S h e p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:0

M a r c h

FOR ELLIPTICAL CONCRETE PIPE

CONCRETE END SECTION

NO SCALE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T5

F P

F P++

C P

County Rd 203

N

25 50012.525

Scale in feet

Solid White Edge Line RtBegin 6"

15+16.00

Solid White Edge Line LtBegin 6"

14+75.00

Begin 6" Solid White Edge Line Lt

13+70.00

Begin 4" Double Yellow Centerline

13+70.00

Begin 6" Solid White Edge Line Rt

13+70.00

End 6" Solid White Edge Line Rt

14+58.00

End 6" Solid White Edge Line Lt

14+22.00

Do Not Disturb Existing Signs

Install OM4-1 Object Marker

C P

N

25 50012.525

Scale in feet

County Rd 203

6" Solid White Edge Line Rt

6" Solid White Edge Line Lt

4" Double Yellow Centerline

:0

M a r c h

P

B

L

P la n P la n

S tr ip in g

P la n

S h e t] p w w o r k in g

\c e n tr a l0

\d

\S

T R

U

V .d g n

12+00 TO 23+50

MARKINGS

SIGNING AND PAVEMENT

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T6

W

3W

H

W 4

W 4 W 4

W

W 6

W

W

W m in

6' (min.)

m in

W

W of curb

Front face pavement

Edge of

6' (min.)

m in shoulder

Edge of

6' (min.)

m in pavement

Edge of

H /5 o r m a x

H /5 o r m a x m a x

H /5 o r

SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST

(min.)

2'

W

ROADSIDE SIGN IN RURAL DISTRICT

WITHOUT SHOULDER WITH SHOULDER

WITH ADVISORY SPEED PLAQUE

OR RESIDENTIAL DISTRICT

ROADSIDE SIGN IN BUSINESS

m a x

W

W

W

(typ.)2" max.

(typ.)

2" max.

(typ.)

2" max.

NOTES:

additional information.

Refer to Section 2A.18 of the MUTCD, latest edition, for for U-channel steel posts.

Refer to Special 633-C for breakaway support details for corrosion resistant steel posts.

Refer to Special 633-B for breakaway support details

W is over 4 feet, use double posts.

which the sign panel area is 10 square feet or less but

For U-channel and corrosion resistant steel posts for

Uniform Traffic Control Devices" (MUTCD), latest edition.

Locate and set sign height according to the "Manual on

5.

4.

3.

2.

1.

** See Note 3

* See Note 2

POST TYPE

POST

SINGLE

POST

DOUBLE

POST

TRIPLE

POST

QUADRUPLE

POST SIZE TABLE

MAXIMUM SIGN AREA (SQFT)

SIZE

POST

10* 24 30U-Channel Steel

Class B

10 ga.

2" x 2"

10* 24 Resistant Steel

Corrosion

STOP

SPEED

LIMIT

M PH

SIGN STRUCTURES

633-A p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:5 e b r u a r y

SPECIAL

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T9

2" X 2" dia.

Bolt Torque ft-lbs

(G) (H) (J) (K) (L) (M) (N)

POST SIZE

POST SIZE

t plates, 20 ga.

Bond breaking plates, 20 ga.

Bond breaking

POST SIZE

CONCRETE FOOTING

DIA. MINIMUM DEPTH

2" X 2" 12" 3'

1t(A) (B) (C) (D) (E) (F)

BOLT SPECIFICATIONS

d 3t 1 c

" weep hole4 1Drill

" weep hole4 1Drill

(See Notes 4 and 5)

SINGLE POST BREAKAWAY

4" 5"

FUSE PLATE DATA TABLE

4" "4 12 "8

11 2" "8 7 "16

9 "8 5 "16

7 "4 1 "4

1 "8

FOOTING DATA TABLE

BOND BREAKING PLATE DATA

w(R)

LEGEND:

in r o c k m a

BASE CONNECTION DATA TABLE

Breakaway plate (typ.)

(See Notes 4 and 5) w

E

Weld triangle

High Strength HS

"2 16 "4

31 "4 3 "8

11 "8 5 "16

3 "16 3"16

Dia. Length in-lbs Torque

"8 52" X 2" "2

12 450

(See Base Connection Data Table) washers and nuts (typ.)

HS structural bolts with

A

CE

F

BD

A

D

S ig n p a n e l

G

Sign post

K

L M

L

L t2

2t

Sign post

1t t1 w

2t

2t w

1t 1t

SIDE ELEVATION

SIDE ELEVATION

BOND BREAKING PLATE

SECTION A-A

BREAKAWAY PLATE

A

A

A A

Concrete footing

N

CONCRETE FOOTING

SINGLE POST BREAKAWAYMULTIPLE POST BREAKAWAY

for wrench access

Bevel to allow Sign post

FRONT ELEVATION

SIDE ELEVATION

Finished grade

(See Note 6)

(See Note 6)

1c , no cut bolt hole d

Dia. of

R (typ.)

R (typ.)

S e e F o o ti n g D a ta

T a b le

M in im u m f o o ti n g d e p th web cut through

One flange and at C of plate

C Post cut through

Sign post notches down

Fuse plate, FUSE PLATE

Fuse plate for wrench access

Bevel to allow

Concrete footing

Traffic flow

Traffic flow

Traffic flow and nuts (typ.)

with washers

Structural bolts

NOTES:

7.

6.

5.

4.

3.

2.

1.

details.

Refer to Special 633-A for sign mounting installations only.

Use fuse plates on multiple post lanes of traffic.

single posts where exposed to opposing

Use the Multiple Post Breakaway detail on the corrosion resistant steel posts.

Paint brown to match the appearance of structural bolts with nuts and washers.

bond breaking plates, and fastening

Use galvanized steel in breakaway plates, naturally change color to brown.

corrosion resistant steel posts that do not square steel posts. Paint brown any

Use 10 gage Class B corrosion resistant of major traffic.

Install breakaway assembly in the direction signs placed behind protective barriers.

Breakaway sign support is not required for

3t

CORROSION RESISTANT STEEL

BREAKAWAY SIGN SUPPORT

633-B

SPECIAL

p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:3 e b r u a r y

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T10

Existing ground m in m a x

S e e N o te

Tr af fic fl ow

U-CHANNEL STEEL POST

BREAKAWAY SIGN SUPPORT

t o s p li c e o v e r la p th is fa ce o f p os t)

(M ou nt si gn p an el on

U-channel sign post

Stub bolts, nuts and washers

" dia. galvanized 16

Four

7.

6.

5.

4.

3.

2.

1.

latest edition, for additional information.

Refer to Section 2A.18 of the MUTCD, details.

Refer to Special 633-A for sign mounting latest edition of the MUTCD.

Signs and Markings" as specified in the standards in the "Standard Highway

For sign punching details, see the blank position.

Maintain the post assembly in a plumb per post.

line. Do not place more than one splice line and 18 inches above the ground steel posts entirely between the ground

Position splice overlap on U-channel non-breakaway signs.

barrier. Do not place holes in posts of the clear zone or shield with approved

Place non-breakaway signs outside signs placed behind protective barriers.

Breakaway sign support is not required for

STATE PROJECT

NUMBER

SHEET

NOTES:

STEEL POSTS

BREAKAWAY SIGN SUPPORT

633-C

SPECIAL

p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:0

M a r c h

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T11

40'

30'10' 10'

40'

30'

White edge line centerline

Broken yellow

White edge line yellow centerline

Broken and solid

White edge line yellow centerline

Solid double

White edge line

White edge line yellow centerline

Solid double yellow centerline

Solid double required by the state.

Use 4-inch spacing between lines, or as

NO SCALE

L w

L w

DETAIL C

Two-way traffic

No passing zone both directions

L w

L w and top lift pavement joint

Striped centerline

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder

DETAIL A

Shoulder

DETAIL B

Shoulder w /2

Staked Centerline and top lift pavement joint

Striped centerline

Staked centerline

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE WIDENING ON SPIRAL CURVES

PAVEMENT MARKING DETAIL ON SIMPLE CURVES

(normal edge of shoulder)

Edge line striping

(normal edge of shoulder)

Edge line striping

(normal edge of shoulder)

Edge line striping

(normal edge of shoulder)

Edge line striping

Two-way traffic

Passing zone both directions

Two-way traffic

No passing zone single lane direction

(Staked)

(Staked)

DETAIL ON SPIRAL CURVES

PAVEMENT MARKING

No Passing Zone

No Passing Zone

Travel way (L)Travel way (L) curve widening (w) guardrail offset shoulder (s) shoulder (s) w/2 shoulder (s)

Travel way (L) curve widening (w/2)

Travel way (L) guardrail offset curve widening (w/2) shoulder (s) s s L

L

Length of curve widening

L L s s s s

L w /2

L w /2

2L w

2L w s s s s

2L w

Length of curve widening

L L

L L

2L w s s w /2

L w /2

L w /2 s s s s

Paved ditchPaved ditch

NOTE:

to curve widening on simple curves.

Centerline offset striping is only applicable curve widening.

widths remain constant throughout the widths within the traveled way. Shoulder curve widening to achieve equal lane

Paint centerline striping on curves with ranges and quantities for pavement markings.

See Summary for tables showing station from the normal edge of shoulder.

way and curve widening, 2-inch maximum

5. Paint the edge line striping outside the travel

4.

3.

2.

1.

note 4

See note 4

See

LINEAR PAVEMENT MARKINGS

C634-50

06/2024

CFLHD DETAIL

:1 e b r u a r y

D e t

C p w w o r k in g \c e n tr a l0

\d

\C

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T12

INTERSECTION LAYOUT

6" Solid Line

LANE LINE LAYOUTS

4" Double Solid Yellow Line (centerline)

NO SCALE

24" Solid White Stop Bar

30'

24" Solid White Stop Bar

R

R

Edge of Pavement

6" Solid White Edge Line

.7

4" Solid White Island Line

12'

20'

.7

4"

PAVEMENT MARKERS

BI-DIRECTIONAL NON-PLOWABLE

ty p

Raised pavement marker or a combination of colors the same as the reflector.

Ensure the shell of the marker is made of the same color

Provide reflective markers with clear (white) color.

Uniform Traffic Control Devices" (MUTCD), latest edition.

the roadway in accordance with the "Manual on

Install pavement striping and symbol markings in

3.

2.

1.

NOTE:

Reflective material

LEGEND:

PAVEMENT MARKING DETAILS

634-A

SPECIAL

P la n S h e e t-p w w o r k in g

\c e n tr a l0

\d

\s p

A

.d g n

:0

M a r c h

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T13

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a d as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 specify the distance to the work area in feet or in miles. Install an The message on the W20-1 signs may be ROAD WORK AHEAD or may roads only).

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

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

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

Ensure all sign supports exposed to traffic are crashworthy.

construction area.

needed to indicate a maximum recommended speed through the Install advisory speed plaques under the W20 series warning signs as messages as required.

signs, locate the warning signs to fit field conditions as approved. Vary Where advance warning signs, placed as shown, interfere with permanent operations.

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

Erect all project advance warning signs before starting construction work.

State standards may be used as an alternative if approved.

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, nearest whole mile.

at each end of the project. Show the distance on the G20-1 sign to the

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs

Sign Spacing Table.

When used, place the two W20-1 signs "B" feet apart according to the additional W20-1 sign when approach speeds exceed 50 mph.

Expressway / Freeway

NO SCALE

SIGNS IN FEET

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

635-1

2/2024

:0

F e b ru a ry

S td

-1 p w w o rk in g \c e n tr a l0

\d

\S td

-1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T14

Traffic flow

Traffic flow not the advisory speed.

Approach speed based on the regulatory posted speed, *

Device spacing

Spacing Table)

(See Length and Channelizing devices

(optional)

BUFFER SPACE

Flagger location

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

W16-2P

Flagger location

WORK SPACE

TERMINATION AREA

ROAD WORK

END

See Note 4

G20-2 stored in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

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

If closure is completely within the project limits, eliminate the ROAD display the name of the Contractor on the pilot car.

sign at a conspicuous location on the rear of vehicle. Prominently

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) conditions as approved.

Final location and spacing of devices may be changed to fit field to those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar

6.

5.

4.

3.

2.

1.

(optional)(optional)

NOTE:

SIGN SPACING TABLE

LENGTH AND SPACING TABLE

50' - 100' 50' - 100'

See Note 5

10' min.

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

SIGNS IN FEET

FEET

SPACING IN FEET

MPH

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-6

:0

F e b r u a r y

S td p w w o r k in g \c e n tr a l0

\d

\S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T15

Traffic flow

Traffic flow

LENGTH AND SPACING TABLE

WS

WS²

limit or 85 percentile speed prior

Shoulder taper formula:

Where:

L =

L =

Minimum length of taper at required spacing.

Lengthen taper as needed to provide minimum of three channelizing devices in taper **

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

S =

W =

L =

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

xx

MPH

SHOULDER

WORK

Channelizing devices for S ≤ 40 mph for S ≥ 45 mph

Numerical value of posted speed

Width of offset in feet to work in miles per hour

See Note 2

10' min.

NOTE:

SIGN SPACING TABLE

4.

3.

2.

1.

parked or stored in the buffer space.

Do not allow equipment, materials, or vehicles to be and END ROAD WORK (G20-2) signs.

limits, eliminate the ROAD WORK AHEAD (W20-1) If shoulder closure is completely within the project

Contract Requirements, Section 156.

For project specific minimum width, refer to Special to fit field conditions as approved.

Final location and spacing of devices may be changed

See Note 3 W20-1

Spacing Table) (See Length and

Device spacing

See Note 3 G20-2

TERMINATION AREA

AVARIABLE WORK SPACEBUFFER SPACETAPER AREAAB

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

(optional)

W

A

See Note 3 G20-2

W21-5

See Note 3 W20-1

(optional) W13-1P

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

MINIMUM TAPER LENGTH**

LENGTH

SPACE

BUFFER CHANNELIZING DEVICE

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

SIGNS IN FEET

MPH

FEET

FEET

SPACING IN FEET

SHOULDER CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-10

:0

F e b ru a ry

S td p w w o rk in g \c e n tr a l0

\d

\S td

-1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T16

See post detail (typ.)

Breakaway holes

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" diameter4 1Attach sign panels with a minimum of two a minimum lateral distance of 1 ft behind the face of lateral offset of 2 ft may be used. In areas with curbs, 6" x 6" or larger.

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

use 7 ft minimum mounting height for main sign

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

bolts per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f s h o u ld e r

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

State standards may be used as an alternative if approved.

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

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

1.5

1.5

1.5

1.5

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

635-14

:0

F e b ru a ry

S td p w w o rk in g \c e n tr a l0

\d

\S td

-1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

FISH HATCHERY ROAD

T17

12+00.00

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920

930 930

-0.3% -0.3% -2.8% -2.8%

922.92 Des Grade =

922.17 Subgrade =

922.92 Original Grnd =

.1

.2

.1

.2

.1

.8

.9

.0

.9

.0

LC

P r o p C le a r in g

P r o p C le a r in g

12+36.00

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920

930 930

1:4 1:6

1:4 +2.6% -1.3% -2.8% -4.7% 1:2.1

1:

923.73 Des Grade =

922.98 Subgrade =

923.61 Original Grnd =

.6

.8

.3

.6

.3

.4

.4

.8

.3

.1

.8

.2

.9

.2

.7

.0

.9

.3

.8

.1

.6

.5

LC

P r o p C le a r in g

P r o p C le a r in g

12+50.00

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920

930 930

1:4

1:6 1:4 -2.0% -1.7% -2.9% -2.9%

1:4 1:4

923.96 Des Grade =

923.21 Subgrade =

923.89 Original Grnd =

.6

.1

.8

.5

.8

.5

.9

.9

.9

.7

.0

.2

.2

.9

.9

.0

.9

.6

.8

.0

.8

.0

.2

.8

LC

P r o p C le a r in g

P r o p C le a r in g

13+00.00

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920

930 930

1:4

1:6 1:4

-3.0% -3.0% 1:4

1:6 1:4

924.36 Des Grade =

923.61 Subgrade =

924.25 Original Grnd =

.7

.1

.0

.0

.0

.0

.2

.7

.3

.3

.3

.3

.6

.1

.3

.0

.2

.0

.1

.4

.5

.4

.5

.4

.4

.3

.4

.3

TX FLAP UV CR 203(1)

CR 203 FISH HATCHERY ROAD CROSS SECTIONS

FHWA, Office of Federal Lands Highway

:1

M a r c h

P

B

L

.0

S h e p w w o r k in g

\c e n tr a l0

\d

\X

S S

U

V .d g

X1

PROJECT

FISH HATCHERY ROAD

r o p C le a r in g

P r o p C le a r in g

.4

.2

13+50.00

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920

930 930

1:4

1:6 1:4

-3.0% -3.0% 1:4

1:6 1:4

924.12 Des Grade =

923.37 Subgrade =

923.81 Original Grnd =

.7

.3

.2

.3

.2

.3

.9

.3

.0

.9

.0

.9

.0

.0

.0

.0

.9

.4

.2

.4

.4

.3

LC

P r o p C le a r in g

P r o p C le a r in g

14+00.00

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920

930 930

1:4 1:6

1:4 -3.0% -3.0%

1:4 1:6 1:4

923.23 Des Grade =

922.48 Subgrade =

922.47 Original Grnd =

.1

.7

.4

.9

.4

.9

.0

.4

.1

.0

.1

.0

.1

.0

.1

.0

.0

.4

.4

.7

.4

.7

.8

.4

LC

P r o p C le a r in g

P r o p C le a r in g

.4

.7

1:6 1:4

14+32.78

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920

930 930

1:6 1:4

-3.0% -3.0% -4.4% 1:4

922.43 Des Grade =

921.68 Subgrade =

921.59 Original Grnd =

.4

.0

.7

.1

.7

.1

.2

.4

.3

.0

.3

.0

.3

.0

.1

.5

.0

.1

.7

.4

.7

.5

LC

P r o p C le a r in g

1:4 1:6

14+50.00

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920

930 930

1:4 -3.0% -3.0%

-7.1%

922.02 Des Grade =

921.27 Subgrade =

921.09 Original Grnd =

.5

.3

.4

.7

.4

.7

.8

.4

.9

.0

.9

.0

.9

.0

.5

.5

:3

M a r c h

P

B

L

.0

S h e p w w o r k in g

\c e n tr a l0

\d

\X

S S

U

V .d g

X2

PROJECT

r o p C le a r in g

P r o p C le a r in g

1:6

-0.0% +0.0% -0.0%

1:4

14+74.16

-40 -30 -20 -10 0 10 20 30 40

910 910

920 920 1:4

-3.6% -3.0% -3.0% -3.1% 1:4 1:3

921.43 Des Grade =

920.68 Subgrade =

920.53 Original Grnd =

.6

.5

.6

.3

.6

.3

.9

.5

.0

.0

.3

.0

.3

.0

.3

.0

.2

.4

.6

.2

LC

P r o p C le a r in g

P r o p C le a r in g

1:3 1:61:4

14+96.00

-40 -30 -20 -10 0 10 20 30 40

910 910

920 9201:4 -5.1%

-3.0% -3.0% 1:4

920.92 Des Grade =

920.17 Subgrade =

920.04 Original Grnd =

.0

.3

.9

.7

.9

.7

.1

.2

.3

.5

.8

.0

.8

.0

.8

.0

.7

.4

.1

.1

LC

P r o p C le…