2-Plans 100.pdf

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EXISTING GROUND

6:1 USUAL

3:1 MAX

6:1 USUAL

3:1 MAX

6:1 U

SUAL

3:1 M

AX

6:1 USUAL

3:1 MAX 3:1 M

AX

� DITCH

� DITCH

� ULTIMATE CHANDLER RD � CHANDLER RD

3'

63'

100' USUAL

37' 37'

100' USUAL

63'

3'

2' 2'

FUTURE PGL

BE CONSTRUCTED BY OTHERS

WESTBOUND PAVEMENT TO

FUTURE CHANDLER RD

EXISTING PAVEMENT

PGL

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� CR119

BY OTHERS

NORTHBOUND LANES

FUTURE CR119

50:1 USUAL

ROTATION)

PGL (AXIS OF

VARIES

2.1:1 MAX

VARIES

2.2:1 MAX

VARIES

(2.0% TYP)

VARIES

VARIES VARIES

LANE

12'

LANE

12' 10'

10'(TYP)

VARIES

40' 40' FUTURE PAVEMENT WIDTH

-65'VARIES 60' VARIES 60'-128.6'

20'

16'

CLEAR ZONE

16'

CLEAR ZONE

SHLDR

6'-8' 8'

SHLDR

VARIES 120'-188.6'

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EXISTING PAVEMENT

LANE

12'

LANE

12'

30' CLEAR ZONE

30' CLEAR ZONE

MEDIAN

0-12'

SHLDR

VARIES 8' TO 2'

SHLDR

VARIES 8' TO 2'

3:1 MAX

VARIES3:1 MAX 3:1

MAXVARIE

S

BY OTHERS

40' EXIST PAVEMENT

EXISTING CHANDLER RD TYPICAL SECTION

EXISTING CR119 TYPICAL SECTION

� FUTURE CHANDLER RD WESTBOUND

VARIES

(4.9% TYP)

17'21'16'20'28'15'

116' 42'

APPR BYREVISIONDATENO.

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150 Firm Registration No. F-754 HDR Engineering, Inc

AUS

WILLIAMSON

P R

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N E

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TE OF TEXAS

N

127593

LICENSED

JUSTIN D. CARLTON

CHANDLER RD & CR 119

TYPICAL SECTIONS

1 2

A

T

01/23/2026

IS

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6:1 USUAL

3:1 MAX

FUTURE PGL

CONSTRUCTED BY OTHERS

WESTBOUND PAVEMENT TO BE

FUTURE CHANDLER RD

3:1 MAX 6:1 USUAL

3:1 MAX

6:1 U

SUAL

3:1 M

AX

EXISTING GROUND

3'

21'16'20'28'15'

2'

17'

LANE

0-12'

37'63'

100' USUAL

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63'

3'

100' USUAL

EXISTING PAVEMENT

PGL

� CHANDLER RD� ULTIMATE CHANDLER RD

� DITCH

DETAIL A

� DITCH

4:1 4:1 M

AX

DETAIL A (N.T.S)

5 6

1 2" D-GR HMA (TY D)(SAC B)(PG 70-22)

3" D-GR HMA (TY B)(PG 64-22)

PRIME COAT (MC 30 OR AE-P)

12" FLEX BASE (COMP IN PLACE)

(TY A GR 4)(PLACE IN 3 EQUAL LIFTS)

GEOGRID TYPE II

(PLACE BETWEEN FLEX BASE AND SUBGRADE)

8" LIME TREATED SUBGRADE (DC)

(6% BY WEIGHT)

DETAIL B

VARIES

DETAIL D

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VARIES 120'-188.6'

-65'VARIES 60'

20' 40'

� CR119

16'

CLEAR ZONE

VARIES2.1:1 MAX

VARIE

S

2.2:1 MAX

8'

SHLDR

VARIES (2.0% TYP)

LANE

12'

PGL (AXIS OF ROTATION)

50:1 USUAL

BY OTHERS

NORTHBOUND LANES

FUTURE CR119

10'(TYP)

VARIES 10'

40' FUTURE PAVEMENT WIDTH

VARIES 60'-128.6'

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EXISTING PAVEMENT

LANE

12'

SHLDR

8'-4'

VARIES3:1 MAX

VARIE

S

3:1

MAX

LANE

12'

4" TOPSOIL

(ORD COMP) (TY B)

EMBANKMENT (FINAL)

1:1

2.45:1

DETAIL C

LANE

12'

MEDIAN

VARIES

LANE

12'

30' CLEAR ZONE

30' CLEAR ZONE

SHLDR

VARIES

SHLDR

VARIES 8' TO 4'

DETAIL B (N.T.S)

EXISTING BASE

2 3

STA 290+93 TO STA 297+92

STA 132+79 TO 135+30

DETAIL C (N.T.S)

EXISTING BASE

SAWCUT LINE SAWCUT LINE

BY OTHERS

VARIES 54' TO 40' PROPOSED PAVEMENT

PROPOSED CHANDLER RD TYPICAL SECTION

PROPOSED CR119 TYPICAL SECTION

� FUTURE CHANDLER RD WESTBOUND

2" MILL AND OVERLAY

37'

2" MILL AND OVERLAY

3'

BASE EXTENSION

NOMINAL SHOULDER

2'

3'

NOMINAL SHOULDER

1' 1'

VARIES

(4.9% TYP)

DETAIL D (N.T.S)

(ORD COMP) (TY B)

EMBANKMENT (FINAL)

1:1

4" TOPSOIL

3:1

116'

10'

BONDING COURSE7

2.0% TYP

VARIES VARIES

PGL

SEE NOTE 3

EXISTING GEOGRID

SEE NOTE 3

EXISTING GEOGRID

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

O F

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TE OF TEXAS

N

127593

LICENSED

JUSTIN D. CARLTON

NOTES:

OF EXISTING LIME TREATED SUBGRADE.

LIME TREATED SUBGRADE TO MATCH LIMIT

ADJUST HORIZONTAL LIMIT OF PROPOSED

PROPOSED GEOGRID. OBTAIN APPROVAL TO

MINIMUM 1' LAP BETWEEN EXISTING AND

GEOGRID FOR LIME OPERATIONS. PROVIDE A

GEOGRID. IF NEEDED, FOLD BACK EXISTING

EXISTING PAVEMENT ON TOP OF EXISTING

1"-2" ABOVE EXISTING GEOGRID. REMOVE

EXISTING GEOGRID. LIMIT SAWCUT DEPTH TO

3. DO NOT SAWCUT THROUGH OR DAMAGE

FOR SAWCUT LOCATIONS.

2. SEE "ROADWAY PLAN AND PROFILE" SHEETS

119 PROJECT LIMITS.

1. TYPICAL SECTION OF CHANDLER RD AND CR

TYPICAL SECTIONS

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

AUS WILLIAMSON

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

SUMMARY OF QUANTITIES

TRAFFIC CONTROL PLAN

N.T.S 1 6

T

SUMMARY OF TRAFFIC CONTROL QUANTITIES

TXDOT BID ITEM NO. 502-7001 503-7002 505-7001 505-7002 512-7005 545-7018

CITY OF ROUND ROCK BID ITEM NO. 19 20 21 22 26 27

LOCATION TRAFFIC HANDLING

BARRICADES, SIGNS AND

MESSAGE SIGN

PORTABLE CHANGEABLE

TMA (STATIONARY) TMA (MOBILE OPERATION)

SHAPE)(TY 1)

PORT CTB (FUR & INST)(F-

ZONE)

CCA (INSTL)(N)(TL3)(WORK

MO EA DAY HR LF EA

CHANDLER RD & CR 119 TCP 3 3 90 40 - -

CHANDLER RD

SHEET 1 OF 2 - - - - 620 1

SHEET 2 OF 2 - - - - 150 1

CR 119

SHEET 1 OF 1 - - - - 360 2

PROJECT TOTALS 3 3 90 40 1,130 4

SUMMARY OF TRAFFIC CONTROL QUANTITIES (CONTINUED)

TXDOT BID ITEM NO. 662-7004 662-7018 662-7030 662-7034 662-7035 677-7001

CITY OF ROUND ROCK BID ITEM NO. 44 45 46 47 48 88

LOCATION REMOV (W)4"(SLD)

WK ZN PAV MRK NON-

REMOV (W)(ARROW)

WK ZN PAV MRK NON-

REMOV(W)(WORD)

WK ZN PAV MRK NON-

REMOV (Y)4"(DOT)

WK ZN PAV MRK NON-

REMOV (Y)4"(SLD)

WK ZN PAV MRK NON-

ELIM EXT PM & MRKS (4")

LF EA EA LF LF LF

CHANDLER RD & CR 119 TCP - - - -

CHANDLER RD

SHEET 1 OF 2 603 - - 603 1,206

SHEET 2 OF 2 124 1 1 180 239 330

CR 119

SHEET 1 OF 1 - - - -

PROJECT TOTALS 727 1 1 180 842 1,536

P L

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CONT SECT

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

REMOVAL AND ROADWAY

N.T.S 2 6

T

SUMMARY OF REMOVAL QUANTITIES

TXDOT BID ITEM NO. 100-7002 110-7001 354-7051

CITY OF ROUND ROCK BID ITEM NO. 1 2 15

LOCATION

PREPARING ROW EXCAV (ROADWAY)

PAV(2")

PLANE ASPH CONC

STA CY SY

CHANDLER RD 10 282 4,530

CR 119 4 177 2,003

PROJECT TOTALS 14 459 6,533

SUMMARY OF ROADWAY QUANTITIES (CONTINUED)

TXDOT BID ITEM NO. 132-7003 247-7178 250-7002 260-7003 260-7020 310-7004 341-7003 341-7059 341-7067 3007-7001

CITY OF ROUND ROCK BID ITEM NO. 3 7 8 9 10 11 12 14 13 70

LOCATION

EMBANK (FNL)(OC)(TY B)

4)(FNAL POS

FL BS (CMP IN PLC)(TY A GR

REINFORCEMENT (TYPE 2)

GEOGRID BASE

LIME (QUICKLIME (SLURRY))

(8")

LIME TRT (SUBGRADE)

PRIME COAT (MC-30)

(EXEMPT)

D-GR HMA TY-B PG64-22

(LEVEL-UP)

D-GR HMA TY-D PG76-22

PG70-22 (EXEMPT)

D-GR HMA TY-D SAC-B

BONDING COURSE

CY CY SY TON SY GAL TON TON TON GAL

CHANDLER RD 1,058 10

SHEET 1 OF 3 2 1 1 1 1 2 - 41 1

SHEET 2 OF 3 284 883 127 883 164 136 - 368 3

SHEET 3 OF 3 88 272 39 272 51 42 - 226 2

CR 119 4

SHEET 1 OF 1 137 422 61 422 78 63 - 270 2

PROJECT TOTALS 1,062 511 1,578 228 1,578 294 243 10 905 8

P L

A N

S S

U B

M

IT

T A

L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

T E

:1 /2

/2

C H

A N

-S -S

M R

Y -0

.d g n

:1

:0

A

M P

L O

T D

R

IV

E R

P E

N T

A B

L E

T X

D O

T P

D F

B

W .p lt c fg

.t b l

U S

E R

N A

M E

:A F

A Z

512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

EARTHWORK

N.T.S 3 6

T

SUMMARY OF EARTHWORK QUANTITIES (CHANDLER RD) SUMMARY OF EARTHWORK QUANTITIES (CR 119)

TXDOT BID ITEM NO. ITEM 110 7001 ITEM 132 7003

CORR BID ITEM NO. 2 3

STATION

EXCAVATION (ROADWAY)

OC)(TY B)

EMBANKMENT (FINAL)(

(CY) (CY)

290+00.000 0 0

290+50.000 0 0

291+00.000 15 0

291+50.000 22 17

292+00.000 19 38

292+00.948 19 38

292+50.000 24 43

293+00.000 26 50

293+50.000 26 58

294+00.000 25 61

294+50.000 19 74

295+00.000 12 96

295+50.000 8 108

296+00.000 10 109

296+50.000 12 114

297+00.000 13 114

297+50.000 19 96

298+00.000 13 42

298+50.000 0 0

299+00.000 0 0

299+50.000 0 0

300+00.000 0 0

300+41.500 0 0

TOTAL 282 1,058

TXDOT BID ITEM NO. ITEM 110 7001 ITEM 132 7003

CORR BID ITEM NO. 2 3

STATION

EXCAVATION (ROADWAY)

OC)(TY B)

EMBANKMENT (FINAL)(

(CY) (CY)

131+50.000 0 0

132+00.000 9 0

132+50.000 21 1

133+00.000 25 1

133+50.000 25 1

134+00.000 24 1

134+50.000 25 0

135+00.000 33 0

135+30.885 15 0

TOTAL 177 4

P L

A N

S S

U B

M

IT

T A

L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

T E

:1 /2

/2

C H

A N

-S -S

M R

Y -0

.d g n

:1

:1

A

M P

L O

T D

R

IV

E R

P E

N T

A B

L E

T X

D O

T P

D F

B

W .p lt c fg

.t b l

U S

E R

N A

M E

:A F

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

SIGNING AND PAVEMENT

MARKINGS

N.T.S 4 6

T

SUMMARY OF PAVEMENT MARKING QUANTITIES

TXDOT BID ITEM NO.

CITY OF ROUND ROCK BID ITEM NO.

LOCATION

CHANDLER RD

BEGIN TO STA 291+50

STA 291+50 TO STA 297+00

STA 297+00 TO STA 302+50

STA 302+50 TO END

CR119

BEGIN TO END

PROJECT TOTALS

SUMMARY OF SIGNING QUANTITIES

TXDOT BID ITEM NO. 644-7001 644-7004 644-7031 644-7073

CITY OF ROUND ROCK BID ITEM NO. 40 41 42 43

LOCATION

TY10BWG(1)SA(P)

IN SM RD SN SUP&AM

TY10BWG(1)SA(T)

IN SM RD SN SUP&AM

TYS80(1)SA(U)

IN SM RD SN SUP&AM

SUP&AM

REMOVE SM RD SN

EA EA EA EA

CHANDLER RD

BEGIN TO STA 291+50 - - 1 -

STA 291+50 TO STA 297+00 1 2 - 2

STA 297+00 TO STA 302+50 1 - - 2

STA 302+50 TO END - - 1 1

CR 119

BEGIN TO END - 1 1 1

PROJECT TOTALS 2 3 3 6

SUMMARY OF PAVEMENT MARKING QUANTITIES

TXDOT BID ITEM NO. 666-7018 666-7024 666-7036 666-7042 666-7066 666-7266 666-7411 666-7423

CITY OF ROUND ROCK BID ITEM NO. 87 49 50 51 52 53 54 55

LOCATION (W)8"(DOT)(100MIL)

REFL PAV MRK TY I

(W)8"(SLD)(100MIL)

REFL PAV MRK TY I

(W)24"(SLD)(100MIL)

REFL PAV MRK TY I

ARROW)(100MIL)

REFL PAV MRK TY I (W)(

WORD)(100MIL)

REFL PAV MRK TY I (W)(

I(W)6"(SLD)(100MIL)

RE PROFILE PM TY

(W)6"(SLD)(100MIL)

REFL PAV MRK TY I

(Y)6"(SLD)(100MIL)

REFL PAV MRK TY I

LF LF LF EA EA LF LF LF

CHANDLER RD

BEGIN TO STA 291+50 15 - - - - 256 - 187

STA 291+50 TO STA 297+00 9 510 - 2 2 1,103 - 2,202

STA 297+00 TO STA 302+50 - 231 48 2 2 602 - 702

STA 302+50 TO END - - - - - - - -

CR119

BEGIN TO END 24 215 24 4 4 - 734 630

PROJECT TOTALS 48 956 72 8 8 1,961 734 3,721

672-7002 672-7004

56 57

REFL PAV MRKR TY I-C REFL PAV MRKR TY II-A-A

EA EA

- 20

25 108

13 38

11 32

49 198

P L

A N

S S

U B

M

IT

T A

L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

T E

:1 /2

/2

C H

A N

-S -S

M R

Y -0

.d g n

:1

:2

A

M P

L O

T D

R

IV

E R

P E

N T

A B

L E

T X

D O

T P

D F

B

W .p lt c fg

.t b l

U S

E R

N A

M E

:A F

A Z

512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

SIGNALS

N.T.S 5 6

T

**** PAINTED GREEN.2.

*** TXDOT BID ITEM NUMBER NOT AVAILABLE. ITEM SHALL BE AS LISTED OR APPROVED EQUAL.1.

NOTES:

SUMMARY OF SIGNAL QUANTITIES

TXDOT BID ITEM NO.

CITY OF ROUND ROCK BID ITEM NO.

LOCATION

CHANDLER RD AND CR 119

PROJECT TOTALS

SUMMARY OF SIGNAL QUANTITIES

TXDOT BID ITEM NO.

CITY OF ROUND ROCK BID ITEM NO.

LOCATION

CHANDLER RD AND CR 119

PROJECT TOTALS

SUMMARY OF SIGNAL QUANTITIES

TXDOT BID ITEM NO.

CITY OF ROUND ROCK BID ITEM NO.

LOCATION

CHANDLER RD AND CR 119

PROJECT TOTALS

SUMMARY OF SIGNAL QUANTITIES

TXDOT BID ITEM NO.

CITY OF ROUND ROCK BID ITEM NO.

LOCATION

CHANDLER RD AND CR 119

PROJECT TOTALS

416-7043 416-7044 618-7054 618-7060 618-7061 618-7078 620-7007 620-7008 620-7009 620-7010 621-7002

16 17 28 29 30 31 32 33 34 35 36

POLE) (30 IN)

DRILL SHAFT (TRF SIG

POLE) (36 IN)

DRILL SHAFT (TRF SIG

CONDT (PVC) (SCH 80) (2") CONDT (PVC) (SCH 80) (3")

(BORE)

CONDT (PVC) (SCH 80) (3")

CONDT (RM) (2") ELEC CONDR (NO.8) BARE

INSULATED

ELEC CONDR (NO.8)

ELEC CONDR (NO.6) BARE

INSULATED

ELEC CONDR (NO.6)

AWG)

TRAY CABLE (3 CONDR) (12

LF LF LF LF LF LF LF LF LF LF LF

11 26 570 660 990 15 2,035 2,340 180 360 1,140

11 26 570 660 990 15 2,035 2,340 180 360 1,140

624-7008 628-7219 636-7001 680-7002 682-7001 682-7002 682-7003 682-7004 682-7005 682-7006 682-7042

37 38 39 58 59 60 61 62 63 64 67

(162922)W/APRON

GROUND BOX TY D

100(NS)AL(E)PS(U)****

20/240 1ELC SRV TY D

ALUMINUM SIGNS (TY A)

(ISOLATED)

INSTALL HWY TRF SIG

VEH SIG SEC (12")LED(GRN)

ARW)

VEH SIG SEC (12")LED(GRN

VEH SIG SEC (12")LED(YEL)

ARW)

VEH SIG SEC (12")LED(YEL

VEH SIG SEC (12")LED(RED)

ARW)

VEH SIG SEC (12")LED(RED

SEC)(VENT)ALUM

BACKPLATE W/REF BRDR(3

EA EA SF EA EA EA EA EA EA EA EA

6 1 15 1 8 1 8 1 8 1 9

6 1 15 1 8 1 8 1 8 1 9

684-7031 684-7046 686-7292 6001-7003 6001-7005 6005-7001 6007-7001 SGNL-1*** SGNL-2*** SGNL-3*** SGNL-4***

68 69 65 71 72 73 74 75 76 77 78

AWG)(5 CONDR)

TRF SIG CBL (TY A)(14

AWG)(20 CONDR)

TRF SIG CBL (TY A)(14

INSTALL ONLY)

INS TRF SIG PL AM (MAST)(

ILSN (8S) ILSN (10S) ITS COM CBL (ETHERNET)

BATTERY CABINET)

BBU SYSTEM (EXTERNAL

SHIP KIT)

(SHELF-MOUNT CCU WITH

VANTAGE NEXT PLATFORM

VANTAGE VECTOR HYBRID

AND SET UP TOOL

VANTAGE NEXT VIEWER

CAMERA

AXIS NETWORK PTZ

LF LF EA EA EA LF EA EA EA EA EA

440 600 3 2 1 1,008 1 1 2 1 1

440 600 3 2 1 1,008 1 1 2 1 1

SGNL-5*** SGNL-6*** SGNL-7*** SGNL-8*** SGNL-9*** SGNL-10*** SGNL-11*** SGNL-12*** SGNL-13***

79 80 81 82 83 84 85 86 66

SWITCH

COMNET ETHERNET

RADIO 5GHZ 300MG

PEGASUS TWIST PORT

TP400 24 DBL AT-ULD5-400

ANTENNA - ULTRA DISH

MODEL 711 (SINGLE)

OPTICOM DETECTOR-GTT

MODEL 722 (DUAL)

OPTICOM DETECTOR-GTT

GTT MODEL 764

OPTICOM PHASE SELECTOR-

MODEL 760

OPTICOM CARD RACK-GTT

MODEL 138

OPTICOM CABLE-GTT

VANTAGE NEXT CAMERA

EA EA EA EA EA EA EA LF EA

1 2 2 1 1 1 1 421 1

1 2 2 1 1 1 1 421 1

P L

A N

S S

U B

M

IT

T A

L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

T E

:1 /2

/2

C H

A N

-S -S

M R

Y -0

.d g n

:1

:3

A

M P

L O

T D

R

IV

E R

P E

N T

A B

L E

T X

D O

T P

D F

B

W .p lt c fg

.t b l

U S

E R

N A

M E

:A F

A Z

512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

EROSION CONTROL

N.T.S 6 6

T

SUMMARY OF EROSION CONTROL QUANTITIES (TEMP)

TXDOT BID ITEM NO. 506-7039 506-7040 506-7041

CITY OF ROUND ROCK BID ITEM NO. 23 24 25

LOCATION FENCE (INSTALL)

TEMP SEDMT CONT

PROTECTION

FENCE (INLET

TEMP SDMT CONT

FENCE (REMOVE)

TEMP SEDMT CONT

LF LF LF

CHANDLER RD

SHEET 1 OF 2 - - -

SHEET 2 OF 2 - 67 -

CR 119

SHEET 1 OF 1 369 37 369

PROJECT TOTALS 369 104 369

SUMMARY OF EROSION CONTROL QUANTITIES (PERM)

TXDOT BID ITEM NO. 160-7002 164-7004 168-7001

CITY OF ROUND ROCK BID ITEM NO. 4 5 6

LOCATION (4")

FURN & PLACE TOPSOIL

(PERM_URBAN_CLAY)

BROADCAST SEED

VEGETATIVE WATERING

SY SY TGL

CHANDLER RD

SHEET 1 OF 2 2,303 2,303 21

SHEET 2 OF 2 723 723 7

CR 119

SHEET 1 OF 1 240 240 2

PROJECT TOTALS 3,266 3,266 30

P L

A N

S S

U B

M

IT

T A

L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

T E

:1 /2

/2

C H

A N

-S -T

C P

-G N

-0 .d g n

:4

:0

P

M P

L O

T D

R

IV

E R

P E

N T

A B

L E

T X

D O

T P

D F

B

W .p lt c fg

.t b l

U S

E R

N A

M E

:A T

A D

A L

E

512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

O F

E S S

O AL

N

G

N E

E R

E

S T

ATE OF TEX

A

S

N

127593 L

ICENSE

D

JUSTIN D. CARLTON

CHANDLER RD & CR 119

NARRATIVE

N.T.S 1 1

TRAFFIC CONTROL PLAN NARRATIVE:

OTHERWISE INDICATED IN THE PLANS.

MARKINGS". ALL OTHER WORK AND MATERIALS WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS UNLESS

ENVIRONMENTAL CONTROLS". ALL WORK ZONE PAVEMENT MARKINGS WILL BE PAID UNDER ITEM 662 "WORK ZONE PAVEMENT

AND SEDIMENT CONTROL DEVICES WILL BE PAID UNDER ITEM 506 "TEMPORARY EROSION, SEDIMENTATION, AND

16. ALL BARRICADES AND SIGNS WILL BE PAID UNDER ITEM 502 "BARRICADES, SIGNS, AND TRAFFIC HANDLING". ALL EROSION

ENTIRE PROJECT IN A SMOOTH, NEAT, AND SIGHTLY CONDITION.

CLEAR AND REMOVE FROM THE SITE ALL SURPLUS AND DISCARDED MATERIALS AND DEBRIS OF EVERY KIND LEAVING THE

15. UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE AND FINAL PAYMENT IS MADE, THE CONTRACTOR SHALL

THE ENGINEER.

SUBGRADE OR COMPACTED BASE MATERIAL, EXCEPT IN SHORT SECTIONS FOR DUMPING MANIPULATIONS, AS APPROVED BY

14. CONDUCT HAULING OPERATIONS IN A MANNER SUCH THAT VEHICLES WILL NOT HAUL OVER PREVIOUSLY RE-COMPACTED

APPROVED BY THE ENGINEER.

PUBLIC HIGHWAYS, ON OR ACROSS PAVEMENT, THEY SHALL PROTECT THE PAVEMENT FROM DAMAGE AS DIRECTED AND

PAVEMENT SURFACES. WHERE THE CONTRACTOR DESIRES TO MOVE ANY EQUIPMENT NOT LICENSED FOR OPERATION ON

13. THE USE OF RUBBER-TIRED EQUIPMENT WILL BE REQUIRED FOR MOVING DIRT OR OTHER MATERIALS ALONG OR ACROSS

ENGINEER, TO CLEAN THE ROADWAY TO THE SATISFACTION OF THE ENGINEER.

DOES NOT MAINTAIN A CLEAN ROADWAY, THEY SHALL CEASE ALL CONSTRUCTION OPERATIONS, WHEN DIRECTED BY THE

12. KEEP THE ROADWAY CLEAN AND FREE OF DIRT OR OTHER MATERIALS DURING HAULING OPERATIONS. IF THE CONTRACTOR

THE SAFE PASSAGE OF TRAFFIC AT ALL TIMES.

MAINTAIN OTHER SUCH BARRICADES AND SIGNS DEEMED NECESSARY BY THE ENGINEER OR AS DIRECTED TO PROVIDE FOR

REQUIRED TO PROVIDE FOR THE SAFETY OF TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AND

11. BARRICADES AND WARNING SIGNS SHALL BE PLACED AS SHOWN ON THE PLANS. THIS SHALL BE CONSIDERED THE MINIMUM

REQUIREMENTS NOT SHOWN IN THE PLANS.

10. SEE THE LATEST TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) FOR CHANNELIZING DEVICE SPACING

AND LOCATION REQUIREMENTS NOT SHOWN IN THE PLANS.

9. SEE THE BC STANDARDS AND THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) FOR SIGN SPACING

8. COVER PERMANENT SIGNS IF NOT USED. PAYMENT WILL BE CONSIDERED SUBSIDIARY TO ITEM 502.

TO ITEM 100 "PREPARING RIGHT OF WAY".

THIS PROJECT) REQUIRED TO SUPPORT THIS PROJECT'S CONSTRUCTION WILL BE PERFORMED UNDER AND WILL BE SUBSIDIARY

7. REMOVAL AND DISPOSAL OF EXISTING ABANDONED UTILITIES (EITHER PREVIOUSLY ADANDONED OR ABANDONED DURING

CLOSURES OR DETOURS.

6. NOTIFY THE ENGINEER IN WRITING OF UPCOMING LANE CLOSURES 10 BUSINESS DAYS IN ADVANCE FOR ALL TEMPORARY

ENDAGER TRAFFIC.

5. DO NOT STORE ANY CONSTRUCTION MATERIAL OR EQUIPMENT AT ANY LOCATION THAT WILL CONSTITUTE A HAZARD AND WILL

PHASES OF CONSTRUCTION.

4. TEMPORARY DRAINAGE IS THE RESPONSIBILITY OF THE CONTRACTOR. ENSURE ADEQUATE POSITIVE DRAINAGE DURING ALL

OPERATION TO CORRECT THE UNSATISFACTORY CONDITION.

TRAFFIC DOES NOT PROVIDE FOR SAFE AND COMFORTABLE MOVEMENT, THE CONTRACTOR WILL IMMEDIATELY CHANGE THEIR

ENGINEER. IF AT ANY TIME DURING CONSTRUCTION THE CONTRACTOR'S PROPOSED PLAN OF OPERATION FOR HANDLING

ANY CONSTRUCTION OPERATIONS BASED ON A REVISED PHASE/SEQUENCE UNTIL WRITTEN APPROVAL IS OBTAINED FROM THE

ENGINEER IN THE STATE OF TEXAS FOR INCLUSION WITH THE CHANGE ORDER. THE CONTRACTOR CANNOT PROCEED WITH

CONTRACTOR WILL BE RESPONSIBLE FOR DEVELOPING DETAILED PLAN SHEETS TO BE SEALED BY A LICENSED PROFESSIONAL

BID ITEMS, IMPACT TO TRAFFIC, EFFECT OF OVERALL PROJECT IN TIME AND COST, ETC. IF THE PROPOSAL IS IMPLEMENTED, THE

ENGINEER. ANY MAJOR RECOMMENDED MODIFICATION BY THE CONTRACTOR SHALL INCLUDE ANY CHANGES TO THE VARIOUS

3. THE CONTRACTOR MAY PROPOSE/RECOMMEND MODIFICATION TO THE SEQUENCE OF WORK FOR CONSIDERATION BY THE

ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) AND THE STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS.

REQUIRED THAT ARE NOT DETAILED IN THE STANDARD SHEETS SHALL BE IN CONFORMANCE WITH THE LATEST TEXAS MANUAL

2. PROVIDE, CONSTRUCT, AND MAINTAIN ALL BARRICADES AND SIGNS IN ACCORDANCE WITH STATE STANDARDS. ANY SIGNS

SHOWN IN THE PLANS OR AS DIRECTED AND APPROVED.

PROVIDING A SAFE AND COMFORTABLE PASSAGE FOR VEHICULAR TRAFFIC WITH MINIMAL INCONVENIENCE TO THE PUBLIC, AS

1. TRAFFIC MUST BE HANDLED THROUGHOUT THE PROJECT DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR

GENERAL SEQUENCE OF CONSTRUCTION

RELOCATION. THE ENGINEER SHALL APPROVE THE WORDING OF THE PCMS.

CHANGES IN TRAFFIC PATTERNS. THE ENGINEER SHALL APPROVE THE LOCATION OF PCMS PRIOR TO PLACEMENT AND/OR

4. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS), SHALL BE PLACED 5 CALENDAR DAYS IN ADVANCE OF LANE CLOSURES AND

3. SURFACE TREATMENTS AND OVERLAYS WILL BE PERFORMED IN THE DIRECTION OF TRAFFIC.

OCCURING, AS PER THE PHASES NOTED BELOW.

2. PREPARING RIGHT OF WAY AND REMOVAL OF EXISTING ITEMS TO BE DONE ONLY IN AREAS WHERE CONSTRUCTION IS

ADJACENT PROPERTIES ARE ALLOWED.

EDGE CONDITION WORKSHEET AT THE END OF EACH DAY, AS WELL AS THROUGHOUT THE PROJECT WHERE ACCESS TO

PROTECTED WITH CONCRETE BARRIER MUST HAVE A 3:1 SLOPE AND APPROPRIATE WARNING DEVICES AS DICTATED BY THE

STANDARDS AND/OR DIRECTED OR APPROVED BY THE ENGINEER. DROP OFF CONDITIONS GREATER THAN 2 INCHES AND NOT

WARNING SIGNS, TEMPORARY SIGNS AND BARRICADES IN ACCORDANCE WITH THE LATEST BARRICADE AND CONSTRUCTION

1. THIS PROJECT WILL BE CONSTRUCTED IN TWO PHASES. BEFORE THE COMMENCEMENT OF EACH PHASE, INSTALL ADVANCE

PHASE 1:

5. WIDEN NORHTBOUND CR 119 TO 2" BELOW FINAL GRADE FROM STA 132+79 TO STA 135+30.

4. WIDEN EASTBOUND CHANDLER RD TO 2" BELOW FINAL GRADE FROM STA 290+93 TO STA 297+92.

STANDARDS.

3. SET UP TRAFFIC CONTROL IN ACCORDANCE WITH THE TRAFFIC CONTROL PLANS, TYPICAL SECTIONS, AND APPLICABLE TCP

LATEST TMUTCD.

2. INSTALL ADVANCE WARNING SIGNS ACCORDING TO THE ADVANCE WARNING SIGNS PLAN SHEET, BC STANDARDS, AND THE

CHANGES IN TRAFFIC PATTERN.

1. FURNINSH AND PLACE PCMS IN AN UNOBSCURED LOCATION AT PROJECT LIMITS TO ALERT MOTORISTS OF UPCOMINFG

PHASE 2:

4. DEMOBILIZE ALL ACTIVITIES FOR THE PROJECT.

3. REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE PLANS.

2. PLACE FINAL SIGNING AND PAVEMENT MARKINGS. USE MOBILE OPERATIONS STANDARD TCP(3-3)-14.

INCLUDED IN THIS PLAN SET.

FROM STA 290+93 TO STA 297+92. USE MOBILE OPERATIONS STANDARD TCP(3-3)-14. PLAN SHEETS FOR PHASE 2 ARE NOT

1. MILL EXISTING CHANDLER RD ASPHALT PAVEMENT AND OVERLAY THE ENTIRE PAVEMENT WIDTH (EXISITNG AND PROPOSED)

IS

T

IN

G

R O

W

VARIES 120'-188.6'

-65'VARIES 60'

� CR119

8'

SHLDR

VARIES 60'-128.6'

E X

IS

T

IN

G

R O

W

LANE

12'

2' CONCRETE TRAFFIC BARRIER

2' CONCRETE TRAFFIC BARRIER

E X

IS

T

IN

G

R O

W

EXISTING GROUND

E X

IS

T

IN

G

R O

W

� FUTURE WESTBOUND � CHANDLER RD� ULTIMATE CHANDLER RD

� DITCH � DITCH

EXIST SHLDR

VARIES

EXIST LANE

11'

LANE

11'

STA 290+93 TO STA 297+92

STA 131+79 TO 135+30

MEDIAN

VARIES

20'

3'

LANE

12'

WORKZONE

WORKZONE

SAWCUT LINE

CHANDLER RD TCP PHASE 1 TYPICAL SECTION

CR119 TCP PHASE 1 TYPICAL SECTION

3'

VARIES 1' MIN

VARIES 1' MIN

APPR BYREVISIONDATENO.

P L A

N S

S U

B M

IT

T

A L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

T E

:1 /2

/2

C H

A N

-S -T

C P

-T Y

P -0

.d g n

:1

:1

A M

P L O

T D

R

IV

E R

P E

N T

A B

L E

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D O

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

O F

E

SS O AL

NG

N E

E R

E

S

TA

TE OF TEXAS

N

127593

LICENSED

JUSTIN D. CARLTON

CHANDLER RD & CR 119

TYPICAL SECTION

SCALE:1"=20' 1 1

M

T C

H L

IN

E S

T A . 2

.0

PC

.4

P O

T

.0

286+00 287+00 288+00 289+00 290+00 291+00

EXISTING ROW

CHANDLER RD

G20-2

AT 60' C-C

CHANNELIZING DEVICES

R20-3

OBSERVE

WARNING

STATE LAW

SIGNS

CW20-1D

ROAD

AHEAD

WORK

(FACE OF CTB)

15.95' RT

STA 290+30

BEGIN CTB

600'600'600' 90' TAPER 350' BUFFER

AT 120' C-C

CHANNELIZING DEVICES

11.76' RT

STA 290+47

BEGIN ELIM EXT PAV MRK (W) 4"(SLD)

BEGIN WK ZN PAV MRK (W) 4"(SLD)

0.65' RT

STA 290+47

BEGIN ELIM EXT PAV MRK (Y) 4"(SLD)

BEGIN WK ZN PAV MRK (Y) 4"(SLD)

BEGIN MEDIAN TRANSITION

PLAQUE

R20-5

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

G20-9T

BEGIN

ZONE

WORK

� CHANDLER RD

TY

P

M A

T C

H L

IN

E S

T A

.0

M A

T C

H L

IN

E S

T A . 2

.0

APPR BYREVISIONDATENO.

P L A

N S

S U

B M

IT

T

A L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

T E

:1 /2

/2

C H

A N

-S

T C

P -0

.d g n

:1

:2

A M

P L O

T D

R

IV

E R

P E

N T

A B

L E

T X

D O

T P

D F

B

W .p lt c fg

.t b l

U S

E R

N A

M E

:A F

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

0 25 50 75 100

SCALE IN FEET

NOTES:

ALIGNMENT INFORMATION NOT SHOWN.

SEE "HORIZONTAL ALIGNMENT DATA" SHEET FOR 3.

4. SEE BC(9)-21 FOR CHANNELIZING DEVICE SPACING.

TYPICAL CROSS ROAD SIGNS.

SEE BC(2)-21 FOR SIGN SPACING AND LOCATION OF 2.

COMPLETION OF WORK.

1. ADVANCED WARNING SIGNS SHALL REMAIN UNTIL

LEGEND

EXISTING ROW

CONSTRUCTION AREA

CHANNELIZATION DEVICES

ATTENUATOR (NARROW)

PORTABLE CONCRETE BARRIER

PROPOSED TRAFFIC FLOW

EXISTING TRAFFIC FLOW

TY III BARRICADE

EXISTING EASEMENT

SAWCUT LINE

P R

O F

E

SS O AL

NG

N E

E R

E

S

TA

TE OF TEXAS

N

127593

LICENSED

JUSTIN D. CARLTON

CHANDLER RD & CR 119

TRAFFIC CONTROL PLAN

(CHANDLER RD)

(PHASE 1)

(BEGIN TO STA 296+50)

SCALE:1"=50' 1 2

291+00

292+00 293+00 294+00

295+00

296+00

EXISTING ROW

EXISTING ROW

� CHANDLER RD

EXISTING ROW

CHANDLER RD

T Y

P

P L

A N

S S

U B

M

IT

T A

L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

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:1 /2

/2

C H

A N

-S

T C

P -0

.d g n

:1

:4

A

M P

L O

T D

R

IV

E R

P E

N T

A B

L E

T X

D O

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D F

B

W .p lt c fg

.t b l

U S

E R

N A

M E

:A F

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512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

GAS

A

T C

H L

IN

E S

T A

.0

0 25 50 75 100

SCALE IN FEET

NOTES:

ALIGNMENT INFORMATION NOT SHOWN.

SEE "HORIZONTAL ALIGNMENT DATA" SHEET FOR 3.

4. SEE BC(9)-21 FOR CHANNELIZING DEVICE SPACING.

TYPICAL CROSS ROAD SIGNS.

SEE BC(2)-21 FOR SIGN SPACING AND LOCATION OF 2.

COMPLETION OF WORK.

1. ADVANCED WARNING SIGNS SHALL REMAIN UNTIL

LEGEND

EXISTING ROW

CONSTRUCTION AREA

CHANNELIZATION DEVICES

ATTENUATOR (NARROW)

PORTABLE CONCRETE BARRIER

PROPOSED TRAFFIC FLOW

EXISTING TRAFFIC FLOW

TY III BARRICADE

EXISTING EASEMENT

SAWCUT LINE

P R

O F

E S S

O AL

N

G

N E

E R

E

S T

ATE OF TEX

A

S

N

127593 L

ICENSE

D

JUSTIN D. CARLTON

CHANDLER RD & CR 119

TRAFFIC CONTROL PLAN

(CHANDLER RD)

(STA 296+50 TO END)

SCALE:1"=50' 2 2

136+61.74 POT

297+00

298+00 299+00 300+00

301+00

302+00CHANDLER RD

C R

G20-2

AT 20' C-C

CHANNELIZING DEVICES

SEE CR119 TCP SHEET

1 EA

LEFT ARROW (SYMBL)

WK ZN PAV MRK

1 EA

"ONLY" (WRD)

WK ZN PAV MRK

5.79' LT

STA 297+49

END WK ZN PAV MRK (Y) 4"(SLD

END ELIM EXT PAV MRK (Y) 4"(SLD)

18.27' RT

297+63.12STA

END ELIM EXT PAV MRK (W) 4"(SLD)

14.00' RT

STA 297+74

END WK ZN PAV MRK (W) 4"(SLD)

6.61' RT

STA 299+17

BEGIN ELIM EXT PAV MRK (Y) 4"(DBL SLD)

6.43' RT

STA 299+54

END WK ZN PAV MRK (Y) 4"(DOT)

END ELIM EXT PAV MRK (Y) 4"(DBL SLD)

600'

600'

EXISTING ROW

EXISTING ROW

R20-3

OBSERVE

WARNING

STATE LAW

SIGNS

CW20-1D

ROAD

AHEAD

WORK

� CR 119

AT 120' C-C

CHANNELIZING DEVICES

5.58' LT

STA 299+16

BEGIN ELIM EXT PAV MRK (W) 4"(SLD)

5.57' LT

STA 299+54

END ELIM EXT PAV MRK (W) 4"(SLD)

3.00' RT

STA 297+74

BEGIN WK ZN PAV MRK (Y) 4"(DOT)

END MEDIAN TRANSITION

(FACE OF CTB)

15.98' RT

STA 297+75

24.77' RT

STA 298+00

END PCTB

(S)(N)(TL 3) 1 EA

CRASH CUSH ATTEN (INSTL)

PLAQUE

R20-5

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

BEGIN

ZONE

WORK

G20-9T

GAS EASEMENT

GAS EASEMENT

� CHANDLER RD

4'R T

Y P

T C

H L

IN

E S

T A

.0

128+00 129+00 130+00 131+00

132+00 133+00

G20-2

OBSERVE

WARNING

STATE LAW

SIGNS

R20-3

ROAD

AHEAD

WORK

CW20-1D

AT 55' C-C

CHANNELIZING DEVICES

EXISTING ROW

EXISTING ROW

PLAQUE

R20-5

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

BEGIN

ZONE

WORK

G20-9T

500' 500' 500' 160' TAPER 295' BUFFER

AT 110' C-C

CHANNELIZING DEVICES

CR 119CR 119

(FACE OF CTB)

4.00' LT

BEGIN STA 131+44

CRASH CUSH

T Y P

GAS EASEMENT

� CR119

C O

G A S

M A

T C

H L

IN

E S

T A . 1

.0

APPR BYREVISIONDATENO.

P L A

N S

S U

B M

IT

T

A L

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

D N

C

K

D W

C

K

SHEET OF

F

IL

E

D A

T E

:1 /2

/2

C H

A N

-S

T C

P -0

.d g n

:1

:5

A M

P L O

T D

R

IV

E R

P E

N T

A B

L E

T X

D O

T P

D F

B

W .p lt c fg

.t b l

U S

E R

N A

M E

:A F

A Z

512.685.2900 Round Rock, Texas 78681 710 Hester Crossing, Suite 150

0 25 50 75 100

SCALE IN FEET

NOTES:

ALIGNMENT INFORMATION NOT SHOWN.

SEE "HORIZONTAL ALIGNMENT DATA" SHEET FOR 3.

4. SEE BC(9)-21 FOR CHANNELIZING DEVICE SPACING.

TYPICAL CROSS ROAD SIGNS.

SEE BC(2)-21 FOR SIGN SPACING AND LOCATION OF 2.

COMPLETION OF WORK.

1. ADVANCED WARNING SIGNS SHALL REMAIN UNTIL

LEGEND

EXISTING ROW

CONSTRUCTION AREA

CHANNELIZATION DEVICES

ATTENUATOR (NARROW)

PORTABLE CONCRETE BARRIER

PROPOSED TRAFFIC FLOW

EXISTING TRAFFIC FLOW

TY III BARRICADE

EXISTING EASEMENT

SAWCUT LINE

P R

O F

E

SS O AL

NG

N E

E R

E

S

TA

TE OF TEXAS

N

127593

LICENSED

JUSTIN D. CARLTON

CHANDLER RD & CR 119

TRAFFIC CONTROL PLAN

(CR 119)

(BEGIN TO END)

SCALE:1"=50' 1 1

.6

.7

O

T

133+00 134+00 135+00 136+00

CR 119

C H

A N

D L E

R R

D

AT 20' C-C

CHANNELIZING DEVICES

SEE CHANDLER RD TCP SHEETS

EXISTING ROW

EXISTING ROW

� CR 119

(FACE OF CTB)

4.00' LT

STA 135+04

14.38' RT

END STA 135+21

CRASH CUSH

T Y

P

GAS EASEMENT

GAS EASEMENT

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

TxDOT TxDOT TxDOT TxDOT

HIGHWAY

SHEET NO.

C TxDOT o f t h i s s t a n d a r d t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e x D a s s u m e s n o r e s p o n s i b i l i y r t h e c o n v e r s i n h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t w a r r a n t y o f a n y

D I S

C L

A I M

E R

CONTNovember 2002

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SHEET 1 OF 12

AND REQUIREMENTS

GENERAL NOTES

BARRICADE AND CONSTRUCTION

4-03

9-07

5-10

7-13

BC(1)-21

8-14 bc-21.dgn

Standard Division Safety Traffic

BARRICADE AND CONSTRUCTION (BC) STANDARD SHEETS GENERAL NOTES:

http://www.txdot.gov

THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT

COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICES LIST (CWZTCD)

TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD)

STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS (SHSD)

TRAFFIC ENGINEERING STANDARD SHEETS

MATERIAL PRODUCER LIST (MPL)

ROADWAY DESIGN MANUAL - SEE "MANUALS (ONLINE MANUALS)"

DEPARTMENTAL MATERIAL SPECIFICATIONS (DMS)

or as approved by the Engineer.

right-of-way line as possible, or located behind a barrier or guardrail, must be parked away from travel lanes. They should be as close to the

13. Inactive equipment and work vehicles, including workers' private vehicles devices.

12. The Engineer has the final decision on the location of all traffic control progress or a definite need exists.

11. Traffic control devices should be in place only while work is actually in limits. For mobile operations, CSJ limit signs are not required.

CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ erected in advance of the CSJ limits. The BEGIN ROAD WORK NEXT X MILES, LATER and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be on BC(2). The OBEY WARNING SIGNS STATE LAW sign, STAY ALERT TALK OR TEXT

Control Devices, CSJ limit signs are required. CSJ limit signs are shown than mobile operations as defined by the Texas Manual on Uniform Traffic

10. Where highway construction or maintenance work is being undertaken, other appropriate traffic control devices to be used.

BC sheets are examples. As necessary, the Engineer will determine the most

9. The temporary traffic control devices shown in the illustrations of the provide a detail to the Contractor before the sign is manufactured.

not shown in this manual shall be shown in the plans or the Engineer shall

"Standard Highway Sign Designs for Texas," latest edition. Sign details

8. All signs shall be constructed in accordance with the details found in the justify the signing.

divided highways where median width will permit and traffic volumes

7. The Engineer may require duplicate warning signs on the median side of revised to show appropriate work zone distance.

directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be necessary warning signs as shown on these sheets, the TCP sheets or as adjacent project is completed first, the Contractor shall erect the redundant and the work areas appear continuous to the motorists. If the

FINES DOUBLE, and other advance warning signs if the signing would be

6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC

Design Manual" or engineering judgment.

"A Policy on Geometric Design of Highways and Streets," the TxDOT "Roadway

Association of State Highway and Transportation Officials (AASHTO), applicable design criteria contained in manuals such as the American

5. Geometric design of lane shifts and detours should, when possible, meet the the approximate location of any device without the approval of the Engineer.

control devices as shown in the plans. The Contractor may not move or change

4. The Contractor is responsible for installing and maintaining the traffic sign and seal Contractor proposed changes.

by a licensed professional engineer for approval. The Engineer may develop,

3. The Contractor may propose changes to the TCP that are signed and sealed responsibility of the Engineer.

2. The development and design of the Traffic Control Plan (TCP)is the shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD).

The information contained in these sheets meet or exceed the requirements devices, construction pavement markings, and typical work zone signs.

to show typical examples for placement of temporary traffic control

1. The Barricade and Construction Standard Sheets (BC sheets) are intended

5-21

COMPLIANT WORKZONE TRAFFIC CONTROL DEVICES

Assessing safety Hardware (MASH).

2. Work zone traffic control devices shall be compliant with the Manual for and their sources.

Traffic Control Devices List" (CWZTCD) describes pre-qualified products

1. Only pre-qualified products shall be used. The "Compliant Work Zone when flagging is used at night.

2. Except in emergency situations, flagger stations shall be illuminated considered for high traffic volume work areas or night time work.

performance for Class 2 or 3 risk exposure. Class 3 garments should be

Apparel," or equivalent revisions, and labeled as ANSI 107-2004 standard the requirements of ISEA "American National Standard for High-Visibility within the right-of-way shall wear high-visibility safety apparel meeting

1. Workers on foot who are exposed to traffic or to construction equipment

WORKER SAFETY NOTES:

COUNTY

SECT

DIST

REVISIONS

TxDOT TxDOT TxDOT t h i s s t a n d a h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e

D s u m e s n o r e s p o n s i b i l i r t h e c o n v e r s i e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t w a r r a n t y o f a n y

D I S

C L

A I M

E R

CONT

bc-21.dgn

November 2002

F I L

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SHEET 2 OF 12

R11-2

ROAD

CLOSED

XX

ROAD

WORK

AHEAD

END

ROAD WORK

END

ROAD WORK

CW20-1D

CW1-6

NAME

ADDRESS

CITY

STATE

CONTRACTOR

ROAD WORK

NEXT X MILES

BEGIN

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

P R

O

JE

C T

1 Block - City

1 Block - City

ROAD WORK

END

ROAD WORK

NEXT X MILES

P R

O

JE

C T

CROSSROAD X

X

X

X

ROAD

WORK

AHEAD

END

ROAD WORK

END

ROAD WORK

CW20-1D

NAME

ADDRESS

CITY

STATE

CONTRACTOR

ROAD WORK

BEGIN

T-INTERSECTION

ROAD

WORK

AHEAD

CW20-1D

CW20-1D

CW20-1D

3X

3X

XX

ROAD WORK

NEXT X MILES

ROAD WORK

NEXT X MILES

NEXT X MILES

INTERSECTED

ROADWAY 1000'-1500' - Hwy

1000'-1500' - Hwy

CSJ Limit

CSJ Limit

XXXXX

XXXXX

1,5,6

X

X

TYPICAL LOCATION OF CROSSROAD SIGNS

X

X

G20-5T

G20-5T

CW1-4R

SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING AT THE CSJ LIMITS

SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS

CW1-4L

CW20-1E

WORK

ROAD G20-5T

/ MILE

NEXT X MILES

TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING

MPH

Posted

Speed

Sign

Spacing

(Apprx.)

65 700

70 800

"X"

Feet

75 900 2

80 1000 2

SPACING

SIZE

9-07

Devices Channelizing

Devices Channelizing min.

80'

AREA

WORK

Limit

CSJ

1 and 4) see Note

(Optional

G20-2

G20-1aT

G20-1aT

NEXT X MILES

G20-2

CW13-1P

SPACE

WORK

CW13-1P

MPH

MPH

G20-2

SPACE

WORK

Channelizing Devices

LEGEND

Sign

Type 3 Barricade spacing requirements.

TMUTCD for sign

Spacing chart or the

Warning Sign Size and

See Typical Construction

G20-1bTR

G20-6T

G20-2

G20-2

G20-6T channelizing devices

Type 3 Barricade or devices channelizing

Barricade or

Type 3

G20-6T

GENERAL NOTES

or Series

Number

Sign

Freeway

Expressway/

Road

Conventional

CW20

CW21

CW22 48" x 48" 48" x 48"

CW23

CW25

CW1, CW2,

CW7, CW8, 36" x 36" 48" x 48"

CW9, CW11,

CW14

CW3, CW4,

CW5, CW6, 48" x 48" 48" x 48"

CW8-3,

CW10, CW12

CSJ LIMITS AT T-INTERSECTION

TxDOT

7-13 channelizing devices.

within the project limits. See the applicable TCP sheets for exact location and spacing of signs and

"ROAD WORK AHEAD"(CW20-1D)signs are placed in advance of these work areas to remind drivers they are still

When extended distances occur between minimal work spaces, the Engineer/Inspector should ensure additional

PROJECT LIMIT

BARRICADE AND CONSTRUCTION

WARNING

SIGNS

STATE LAW

OBEY

R20-3T

WARNING

SIGNS

STATE LAW

OBEY

WORK

ZONE

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

BEGIN

R20-5T

R20-5aTP

SPEED

LIMIT

XX

X location with sign coordinate line should

NO-PASSING

Beginning of SPEED

LIMIT

XX

R2-1

R2-1

BC(2)-21

8-14

R2-1

SPEED

LIMIT

XX

X

G20-10T

XX

CW1-4L

MPHCW13-1P

NAME

ADDRESS

CITY

STATE

CONTRACTOR

ROAD WORK

NEXT X MILES

BEGIN DO

NOT

PASS

appropriate) (as R4-1 work area and/or distance between each additional sign.

Minimum distance from work area to first Advance Warning sign nearest the

(TMUTCD) typical application diagrams or TCP Standard Sheets.

see Part 6 of the "Texas Manual on Uniform Traffic Control Devices"

For typical sign spacings on divided highways, expressways and freeways, G20-10T

SPEED

LIMIT

R2-1

XX

X X

X

G20-2bT

END

WORK ZONE

(See note 2 below)

May be mounted on back of "ROAD WORK AHEAD"(CW20-1D) sign with approval of Engineer.

Safety Traffic

NOTES

G20-2bT

END

WORK ZONE

WORK

ZONE

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

R20-5T

R20-5aTP

BEGIN

G20-9TP

WORK

ZONE

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

R20-5T

R20-5aTP

BEGIN

G20-9TP

WORK

ZONE

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

R20-5T

R20-5aTP

BEGIN

G20-9TP

G20-2bT

END

WORK ZONE

ROAD WORK

NEXT X MILES

G20-1bTL

G20-2bT

END

WORK ZONE

X

ROAD

WORK

AHEAD

CW20-1D

the end of the work zone.

Contractor will install a regulatory speed limit sign at

Control Plan.

and other signs or devices as called for on the Traffic

Area for placement of "ROAD WORK AHEAD" (CW20-1D)sign maintenance work, with the exception of mobile operations.

CSJ limit signing is required for highway construction and if workers are present.

lying outside the CSJ Limits where traffic fines may double motorist of entering or leaving a part of the work zone signs are required outside the CSJ Limits. They inform the shall be used as shown on the sample layout when advance

The "BEGIN WORK ZONE"(G20-9TP) and "END WORK ZONE" (G20-2bT)

No decimals shall be used.

to the nearest whole mile with the approval of the Engineer.

This distance shall replace the "X" and shall be rounded

WORK NEXT X MILES"(G20-5T)sign for each specific project.

to be placed on the G20-1 series signs and "BEGIN ROAD

The Contractor shall determine the appropriate distance

1 and 4) see Note

(Optional

(G20-1bTR)" signs shall be replaced by the detour signing called for in the plans.

The "ROAD WORK NEXT X MILES" left arrow(G20-1bTL) and "ROAD WORK NEXT X MILES" right arrow

NAME"(G20-6T) sign behind the Type 3 Barricades for the road closure (see BC(10) also).

2. If construction closes the road at a T-intersection, the Contractor shall place the "CONTRACTOR being performed at or near an intersection.

such as a flagger and accompanying signs, or other signs, that should be used when work is

1. The Engineer will determine the types and location of any additional traffic control devices, sizes.

Sign Designs for Texas" manual for complete list of available sign design

6. See sign size listing in "TMUTCD", Sign Appendix or the "Standard Highway

5. Only diamond shaped warning sign sizes are indicated.

Note 2 under "Typical Location of Crossroad Signs".

crossroads at the discretion of the Engineer as per TMUTCD Part 5. See

4. 36" x 36" "ROAD WORK AHEAD" (CW20-1D)signs may be used on low volume or more advance warning.

3. Distance between signs should be increased as required to have 1/2 mile advance warning.

2. Distance between signs should be increased as required to have 1500 feet

1. Special or larger size signs may be used as necessary.

the plans or as determined by the Engineer/Inspector, shall be in place.

6. When work occurs in the intersection area, appropriate traffic control devices, as shown elsewhere in

5. Additional traffic control devices may be shown elsewhere in the plans for higher volume crossroads.

will determine whether a roadway is considered high volume.

motorists of the length of construction in either direction from the intersection. The Engineer

4. The "ROAD WORK NEXT X MILES"(G20-1aT)sign shall be required at high volume crossroads to advise

Zone Standard Sheets.

location and spacing of any sign not shown on the BC sheets, Traffic Control Plan sheets or the Work be considered part of the minimum requirements. The Engineer/Inspector will determine the proper

AHEAD, LOOSE GRAVEL, or other appropriate signs. When additional signs are required, these signs will

3. Based on existing field conditions, the Engineer/Inspector may require additional signs such as FLAGGER information shall be shown in the plans.

crossroads. The Engineer will determine whether a road is low volume as per TMUTCD Part 5. This

Texas" manual for sign details. The Engineer may omit the advance warning signs on low volume

"Typical Construction Warning Sign Size and Spacing"). See the "Standard Highway Sign Designs for with the reduced size 36" x 18" "END ROAD WORK"(G20-2) sign on low volume crossroads (see Note 4 under

2. The Engineer may use the reduced size 36" x 36" ROAD WORK AHEAD (CW20-1D) sign mounted back to back

(G20-2) "END ROAD WORK" sign, unless noted otherwise in plans.

1. The typical minimum signing on a crossroad approach should be a "ROAD WORK AHEAD" (CW20-1D)sign and a

WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITS

G20-9TP

5-21

R20-3T

COUNTY

SECT

DIST

REVISIONS

TxDOT TxDOT TxDOT f t h i s s t a n d a h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e

D s u m e s n o r e s p o n s i b i l i r t h e c o n v e r s i e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t w a r r a n t y o f a n y

D I S

C L

A I M

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CONT

bc-21.dgn

November 2002

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SHEET 3 OF 12

TxDOT

9-07

7-13

WORK ZONE SPEED LIMIT

BARRICADE AND CONSTRUCTION

BC(3)-21

Safety Traffic

SPEED

LIMIT

SPEED

LIMIT

TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS

WORK

ZONE

SPEED

LIMIT

WORK

ZONE

WORK

ZONE

SPEED

LIMIT

(750' - 1500') (750' - 1500')

R2-1

R2-1

R2-1 R2-1

Reduced speeds should only be posted in the vicinity of work activity and not throughout the entire project.

LIMIT

SPEED

CW3-5

See General Note 4 and approved by the Texas Transportation Commission, or by City Ordinance when within Incorporated City Limits.

Work zone speed limits shall be regulatory, established in accordance with the "Procedures for Establishing Speed Zones," or covered during periods when they are not needed.

Regulatory work zone speed signs (R2-1) shall be removed signing.

additional advance

See BC(2) for one direction only.

Signing shown for

LIMITS

CSJ

Note 4

See General

LIMIT

SPEED

CW3-5

G20-5aP

G20-5aP

SPEED

LIMIT

GENERAL NOTES

GUIDANCE FOR USE:

mounting height.

3. Speed zone signs are illustrated for one direction of travel and are normally posted for each direction of travel.

40 mph and greater 0.2 to 2 miles

35 mph and less 0.2 to 1 mile

5. Regulatory speed limit signs shall have black legend and border on a white reflective

B. Flagger stationed next to sign.

A. Law enforcement.

C. Portable changeable message sign (PCMS).

This type of work zone speed limit should be included on the design of the traffic control plans when restricted geometrics with a lower design speed are present in the work zone and modification of the geometrics to a higher design speed is not feasible.

Work activity may also be defined as a change in the roadway that requires a reduced speed for motorists to safely negotiate the work area, including:

a) rough road or damaged pavement surface

b) substantial alteration of roadway geometrics (diversions)

c) construction detours

d) grade

e) width

As long as any of these conditions exist, the work zone speed limit signs

SHORT TERM WORK ZONE SPEED LIMITS

the traffic control plans when workers or equipment are not behind concrete

f) other conditions readily apparent to the driver projects where speed control is of major importance.

E. Speed monitor trailers or signs.

D. Low-power (drone) radar transmitter.

(See Removing or Covering on BC(4)).

Long/Intermediate Term Work Zone Speed Limit signs, when approved as described above, should be posted and visible to the motorist when work activity is present.

motorists only when work activity is present. When work activity is not present, signs shall be removed or covered.

Short Term Work Zone Speed Limit signs should be posted and visible to the background (See "Reflective Sheeting" on BC(4)).

4. Frequency of work zone speed limit signs should be:

8. Techniques that may help reduce traffic speeds include but are not limited to:

2. Regulatory work zone speed limit signs shall be placed on supports at a 7 foot minimum should remain in place.

1. Regulatory work zone speed limits should be used only for sections of construction

LONG/INTERMEDIATE TERM WORK ZONE SPEED LIMITS

zone reduction see TxDOT form #1204 in the TxDOT e-form system.

conditions and factors impacting allowable regulatory construction speed

10.For more specific guidance concerning the type of work, work zone

Work Zone Speed Limits should only be posted as approved for each project.

9. Speeds shown on details above are for illustration only.

This type of work zone speed limit may be included on the design of barrier, when work activity is within 10 feet of the traveled way or actually in the traveled way.

otherwise noted under "REMOVING OR COVERING" on BC(4).

7. Turning signs from view, laying signs over or down will not be allowed, unless as directly, but shall be considered subsidiary to Item 502.

"WORK ZONE"(G20-5aP) plaque and the "SPEED LIMIT"(R2-1)signs shall not be paid for

6. Fabrication, erection and maintenance of the"ADVANCE SPEED LIMIT"(CW3-5)sign, Note 4

See General

R2-1

WORK

ZONE

SPEED

LIMIT

R2-1 signing.

additional advance

See BC(2) for one direction only.

Signing shown for

G20-5aP G20-5aP

SPEED

LIMIT

70 R2-1

LIMITS

CSJ

5-21

WILLIAMSONAUS

t h i s s t a n d a h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e

D s u m e s n o r e s p o n s i b i l i r t h e c o n v e r s i e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t w a r r a n t y o f a n y

D I S

C L

A I M

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JOB

COUNTY

SECT

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REVISIONS

TxDOT TxDOT TxDOT TxDOT

HIGHWAY

SHEET NO.

C TxDOT CONT bc-21.dgn

November 2002

SHEET 4 OF 12

9-07

7-13

TEMPORARY SIGN NOTES

BARRICADE AND CONSTRUCTION

XX

T r a v e l l a n e e d g e

12' min.

FRONT ELEVATION

SIDE ELEVATION

T r a v e l l a n e e d g e

OR

TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS

CONTRACTOR REQUIREMENTS FOR MAINTAINING PERMANENT SIGNS

WITHIN THE PROJECT LIMITS

0'-6'

3. When existing permanent signs are moved and relocated due to construction

Standards. This work should be paid for under the appropriate pay item for or his/her construction equipment shall be replaced as soon as possible by the to Item 502.

ATTACHMENT FOR SIGN SUPPORTS

Wood

STOP/SLOW PADDLES

24"

24"

6.0' min.

Fiber Reinforced Plastic

Wood, metal or

SIZE OF SIGNS

SIGN SUBSTRATES

SIGN LETTERS

min.

6'

9.0' max.

7.0' min.

9.0' max.

7.0' min.

shoulder

Paved shoulder

Paved above sign protrude shall not

Support above sign protrude shall not

Support substrate.

back of the sign

1/2 way up the extend more than

Sign supports shall

Supplemental plaques (advisory or distance) should not cover the surface of the parent sign.

When plaques are placed on dual-leg supports, they should be attached to the upright nearest the travel lane.

Objects shall NOT be placed under skids as a means of leveling.

When placing skid supports on unlevel ground, the leg post lengths must be adjusted so the sign appears straight and plumb.

MPH

be allowed.

other means.

by splicing or extended or repaired supports shall not be any means. Wood joined or spliced by signs shall not be support. Multiple directly to the sign shall be attached

Each sign

Nails shall NOT sign supports substrates to other types of procedures…