5-26-46 Attachment B Plans.pdf

Pop 4,372

COLUMBIA

EAST

Reservoir

Beal

V arner

C r eek

WEST COLUMBIA

MANN LAKE

EAGLE NEST LAKE

MANOR LAKE

MI

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BRAZOS

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DRY

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Bintliff Lake

Grove

Cedar

OCEAN

OLD

C r eek

Brown

DANCIGER

SAN

B E R

N A

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IV

E R

B a y ou

L ittle

L innville

Ba you

LINNVILLE

SITE

STATE HISTORIC

VARNER-HOGG PLANTATION

APPROVED FOR CONSTRUCTION

BRAZORIA COUNTY ENGINEERING

N.T.S.

JAY BURRIDGE STACY L. ADAMS

RYAN CADE DAVID LINDER

L.M. "MATT" SEBESTA, JR.

COMMISSIONERS COURT

INDEX OF DRAWINGS

LOCATION MAP

LOCATION

PROJECT

BRAZORIA COUNTY ENGINEERING DEPARTMENT

BRAZORIA COUNTY, TEXAS

CONSTRUCTION PLANS FOR

CR 23

SOLAR ROAD RECONSTRUCTION

SEE SHEET 2 FOR DETAILED INDEX OF SHEETS

PACKAGE II

ITB#: 26-46

COUNTY ENGINEER

MR. MATT HANKS, J.D., P.E DATE

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144734

BEN E STALDER

3/18/2026

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PROJECT NO COUNTY RD

SHEET NO.COUNTY

SCALE:

STATE

SHEET OF

RECONSTRUCTION

SOLAR ROAD

CR 23

BRAZORIA

XXXXXXAS SHOWN

TEXAS

BRAZORIA COUNTY, TEXAS

NOTE:

WHEN REQUIRED.

PERMITS, SURVEYS, OR ELEVATION CERTIFICATES

AND DOES NOT EXCLUDE OBTAINING OFFICIAL

ELEVATION, IS FOR VISUAL REFERENCE ONLY

DEPICTED, SUCH AS BOUNDARY LINE OR AN

OF ANY FEATURE SHOWN HEREON. ANY DATA

DEPICTION OF THE EXACT LOCATION OR EXTENT

THIS MAP IS NOT INTENDED TO BE AN OFFICIAL

RR

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144734

BEN E STALDER

3/18/2026

FIRM REG. #: 1800

(713) 520-9570

HOUSTON, TX 77027

3200 SW FREEWAY STE 1600

GFT Infrastructure, Inc.

SHEET DESCRIPTION

GENERAL

COVER SHEET

INDEX OF SHEETS

3 CONSTRUCTION & GENERAL NOTES

4 TYPICAL SECTIONS

5 OVERALL PROJECT LAYOUT

6 HORIZONTAL ALIGNMENT DATA

TRAFFIC CONTROL PLAN

7 TRAFFIC CONTROL PLAN ADVANCED WARNING SIGNS LAYOUT

TRAFFIC CONTROL PLAN STANDARDS

TCP (2-2)-18 ONE-LANE, TWO LANE TRAFFIC CONTROL

TCP (7-1)-13 TRAFFIC CONTROL DETAILS FOR SURFACING OPERATIONS

10-21 BC (1)-21 THRU BC(12)-21 BARRICADE AND CONSTRUCTION OPERATIONS

THE STANDARD SHEETS SPECIFICALLY IDENTIFIED ABOVE HAVE BEEN

SELECTED BY ME OR UNDER MY RESPONSIBLE SUPERVISION AS BEING

APPLICABLE TO THIS PROJECT.

BEN E STALDER, PE 144734 DATE

3/18/2026

ROADWAY

22 MISCELLANEOUS DETAIL

ROADWAY STANDARDS

23 TAPERED EDGE DETAILS HMAC PAVEMENT DETAIL

STRIPING, CONSTRUCTION PLANS & BORE LOCATIONS

MAILBOX CONFLICTS

STRIPING PLAN

26 BORE HOLE LOCATIONS

STRIPING & PAVEMENT STANDARDS

TYPICAL STANDARD PAVEMENT MARKING

POSITION GUIDANCE USING RAISED MARKERS REFLECTORIZED PROFILE MARKINGS

29 MAILBOX SIDE ROAD PLACEMENT AND TURNOUTS

MAILBOX MOUNTING AND SPACING

MAILBOX BRACKET CONNECTION DETAILS

34 MAILBOX SUPPORT AND FOUNDATION

35 DHT NUMBER TABLE

30 SINGLE MAILBOX PLACEMENT BEHIND CURBS WITH OR WITHOUT SIDEWALKS

31 MULTIPLE MAILBOX PLACEMENT BEHIND CURBS WITH OR WITHOUT SIDEWALKS

INDEX OF SHEETS

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PROJECT NO COUNTY RD

SHEET NO.COUNTY

SCALE:

STATE

SHEET OF

RECONSTRUCTION

SOLAR ROAD

CR 23

BRAZORIA

XXXXXXAS SHOWN

TEXAS

BRAZORIA COUNTY, TEXAS

NOTE:

WHEN REQUIRED.

PERMITS, SURVEYS, OR ELEVATION CERTIFICATES

AND DOES NOT EXCLUDE OBTAINING OFFICIAL

ELEVATION, IS FOR VISUAL REFERENCE ONLY

DEPICTED, SUCH AS BOUNDARY LINE OR AN

OF ANY FEATURE SHOWN HEREON. ANY DATA

DEPICTION OF THE EXACT LOCATION OR EXTENT

THIS MAP IS NOT INTENDED TO BE AN OFFICIAL

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144734

BEN E STALDER

3/18/2026

FIRM REG. #: 1800

(713) 520-9570

HOUSTON, TX 77027

3200 SW FREEWAY STE 1600

GFT Infrastructure, Inc.

1. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING

CONSTRUCTION.

2. THE CONTRACTOR SHALL NOTIFY BRAZORIA COUNTY ENGINEERING DEPARTMENT AT

AT LEAST 2 BUSINESS DAYS PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS OF CONSTRUCTION

DIRT AND DEBRIS AT CLOSE OF WORK EACH WORK DAY.

4. THE CONDITION OF THE ROAD AND/OR RIGHT OF WAY, UPON COMPLETION OF

CONSTRUCTION, SHALL BE CLEARED OF ALL CONSTRUCTION DEBRIS. THE

CONDITION OF THE ROAD AND RIGHT OF WAY, AS DETERMINED BY THE COUNTY

APPOINTED INSPECTORS, SHALL BE AS GOOD OR BETTER THAN THE CONDITION

PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR STAGING AREA SHALL BE DETERMINED BY THE CONTRACTOR

WITH WRITTEN CONCURRENCE BY THE COUNTY ENGINEER PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 1 BUSINESS

DAY PRIOR TO BLOCKING DRIVEWAYS.

7. THE CONTRACTOR SHALL REMOVE AND REPLACE OR RECONSTRUCT EXISTING FENCES,

POSTS, PLANTERS, TRASH CONTAINERS, CULVERTS, ETC. PER THE CONTRACT AS

NECESSARY TO COMPLETE CONSTRUCTION. ANY ITEMS DAMAGED DURING CONSTRUCTION

BY THE CONTRACTOR SHALL BE REPLACED WITH EQUAL OR BETTER AT NO EXTRA

PAY. TREES, BUSHES, SHRUBBERY AND OTHER DAMAGED PLANTINGS ARE TO BE

REPLACED WITHIN 3 BUSINESS DAYS OF REMOVAL AND TO BE WATERED IN THOROUGHLY,

WITH NO SEPARATE PAY FOR THIS WORK ITEM.

8. ANY MAILBOXES REQUIRING REMOVAL SHALL BE RELOCATED SO THAT MAIL SERVICE IS

NOT INTERRUPTED.

9. CONTRACTOR SHALL, PRIOR TO COMMENCING WORK, IDENTIFY ALL MAILBOXES WITHIN 2'

OF THE BASE WORK AREA AS IDENTIFIED IN THE MAILBOX CONFLICTS DETAIL.

9.1 FOR MAILBOXES REQUIRING RELOCATION, CONTRACTOR SHALL INFORM RESIDENT OF

THE NEED TO RELOCATE 14 DAYS PRIOR TO CONSTRUCTION VIA WRITTEN NOTICE.

9.2 IF MAILBOX IS OF DECORATIVE NATURE OR BRICK MATERIAL, CONTRACTOR SHALL MOVE

MAILBOX OUT OF WORK AREA WITH CARE SHOULD THE RESIDENT CHOOSE TO RETAIN

SAID MAILBOX.

9.3 CONTRACTOR SHALL PROVIDE NEW MAILBOX PER PLANS AND SPECIFICATIONS.

10. PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALL BE PROTECTED FROM

DAMAGE BY EQUIPMENT.

11. IRON RODS OR OTHER SURVEY MONUMENTATION ARE TO BE REPLACED BY A REGISTERED

PROFESSIONAL LAND SURVEYOR FOR THE PROPERTY OWNER AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR SHALL NOTIFY BRAZORIA COUNTY ENGINEER OF ALL SUCH DISTURBANCES

WITHIN ONE (1) BUSINESS DAY.

12. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING AND SET SIGHT BENCHMARKS AND

EXISTING ROADWAY SURVEY DATA PRIOR TO COMMENCING ANY WORK FOR TESTING AND

INSPECTION. THIS SHALL BE SUBSIDIARY TO PREP ROW.

13. CLEAN-UP IS REQUIRED THROUGHOUT THE PROJECT EXTENTS AND FOR THE DURATION

OF THE PROJECT REGARDLESS OF THE CONTRACTOR'S SCOPE OF ACTIVITIES WITHIN THE

PROJECT.

14. REMOVAL OF ANY ABANDONED UTILITIES REQUIRED SHALL BE INCIDENTAL AND NO SEPARATE

PAYMENT SHALL BE MADE.

15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STOCKPILE NECESSARY MATERIALS ON SITE AT

NO ADDITIONAL EXPENSE TO BRAZORIA COUNTY. ALL ROADWAY AND CHANNEL EXCAVATION,

IF SUITABLE, NEEDS TO BE USED BEFORE BORROW IS BROUGHT ON SITE.

16. ALL EXCESS MATERIAL NOT USED AT PROJECT LOCATIONS SHALL BE STOCKPILED AT THE

APPROVED PROJECT SITE AS PROPERTY OF BRAZORIA COUNTY. CONTRACTOR SHALL CONTACT

THE COUNTY FOR MATERIAL PICK UP.

17. ALL WORK SHALL BE COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE CURRENT TEXAS

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR THE CONSTRUCTION AND

MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES FOR THE BID ITEMS THAT ARE INCLUDED

IN THESE PROJECT DOCUMENTS. METHOD OF MEASUREMENT SHALL BE SHOWN IN THE BID

DOCUMENTS AND BASIS OF PAYMENT SHALL BE ALL INCLUSIVE FOR ALL WORK REQUIRED TO

COMPLETE THE ITEM. WORK PERFORMED THAT IS LISTED TO BE PAID UNDER OTHER BID ITEMS

SHALL BE CONSIDERED SUBSIDIARY IF THOSE ITEMS ARE NOT INCLUDED IN THESE BID

DOCUMENTS.

GENERAL NOTES TRAFFIC CONTROL

1. THE CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE

WITH PART VI OF THE MOST RECENT EDITION OF THE TEXAS MANUAL ON TRAFFIC CONTROL

DEVICES AND AN APPROVED TRAFFIC CONTROL PLAN.

2. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC AT ALL TIMES EXCEPT

DURING FLAGGING OPERATIONS.

3. TRAFFIC CONTROL FOR THE CONTRACT IS REQUIRED FOR THE ENTIRE DURATION OF THE

PROJECT. PAYMENT FOR THE TRAFFIC CONTROL THAT IS PROPERLY INSTALLED FOR LESS THAN

A FULL MONTH SHALL BE BASED ON A PRECENTAGE BASIS FOR THE TIME INSTALLED.

4. TRAFFIC CONTROL FOR THE CONTRACT SHOULD FOLLOW THE GUIDANCE ESTABLISHED BY

TXDOT STANDARD BC(1)-21 TO BC(12)-21 AND TCP(2-2)-18 "TRAFFIC CONTROL PLAN ONE-LANE

TWO-WAY TRAFFIC CONTROL." THE CONTRACTOR HAS THE OPTION TO USE A PILOT CAR DURING

CONSTRUCTION TO ALLOW FOR FULL WIDTH CONSTRUCTION OF THE ROADWAY, SUBSIDIARY TO

FLAGGER OPERATIONS.

5. "PAVEMENT ENDS" (SYMBOL) AND "SLOW DOWN ON WET ROAD" (SYMBOL) SIGNS SHALL BE IN

PLACE AFTER THE EXISTING PAVEMENT IS PULVERIZED AND REMAIN IN PLACE UNTIL THE SURFACE

TREATMENT IS APPLIED.

6. "LOOSE GRAVEL" SIGNS SHALL BE IN PLACE FROM THE TIME THE SURFACE TREATMENT IS APPLIED

UNTIL THE HMAC SURFACE IS APPLIED.

7. ADDITIONAL SIGNING AND/OR BARRICADES SHOWN IN THE TMUTCD, BC AND TCP STANDARDS

MAY BE REQUIRED BY THE ENGINEER TO ENSURE THE SAFETY OF THE TRAVELING PUBLIC.

CONSTRUCTION NOTES

1. REMOVE GRASS AND DIRT ALONG BOTH EXISTING EDGES OF PAVEMENT NECESSARY TO

ESTABLISH A TOTAL CROSS SECTIONAL WIDTH AS SHOWN IN THE TYPICAL SECTIONS.

2. THE MAXIMUM WORK AREA LENGTH SHALL BE BASED ON DAILY PRODUCTION FOR THE

APPLICABLE WORK ITEMS. THE CONTRACTOR MUST BE ABLE TO OPEN THE ROAD TO TWO

WAY TRAFFIC OPERATIONS AT THE END OF EACH WORK DAY.

3. FLEX BASE AS INDICATED IN THE TYPICAL SECTIONS. CONTRACTOR TO SEAL FLEX BASE

WITH TRACKLESS TACK COAT.

4. LAY HMAC AS INDICATED IN TYPICAL SECTION. FEATHER DRIVEWAYS FROM EDGE OF ASPHALT

TO EXISTING AS NECESSARY. USE OF EXCESS MATERIAL IS ALLOWED FOR DRIVEWAYS.

5. DRIVEWAYS WITH EXTREME ELEVATION DIFFERENCES SHALL BE ADDRESSED AS DIRECTED

BY THE ENGINEER.

6. "SHOULDER UP" WITH BLADE USING EXCESS MATERIAL AWAY FROM EDGE OF PAVEMENT

INTO A WINDROW BEFORE BEGINNING PAVEMENT CONSTRUCTION OPERATIONS. WINDROWED

VEGETATION AND DIRT MATERIAL SHALL BE BLADED TO NEW PAVEMENT EDGE AFTER

COMPLETION OF PAVING OPERATIONS.

7. REPEAT FOR OPPOSITE SIDE OF ROADWAY.

8. PERFORM CRACK SEALING AND MILL AND OVERLAY AS INDICATED IN THE PLANS.

9. STRIPE ROADWAY WITH EDGE AND CENTERLINE. CONTRACTOR MAY ELECT TO STRIPE

ENTIRE PROJECT LIMITS UPON COMPLETION OF ROAD RECONSTRUCTION. IF SO, CONTRACTOR

SHALL FURNISH "NO CENTER LINE", "LOOSE GRAVEL" AND "DO NOT PASS" SIGNAGE,

AS DEEMED APPROPRIATE BY ENGINEER, AT NO ADDITIONAL PAY.

10. CONTRACTOR SHALL TREAT, MIX AND SEAL LIMITS OF BASE THAT CAN BE ASPHALTED WITHIN

A REASONABLE TIME. ANY STABILZED SEGMENTS LEFT UNSEALED (BY TACK COAT OR ASPHALT)

OUTSIDE ALLOWABLE TIME WILL BE SUBJECT TO RETESTING AND POSSIBLE REWORK AT THE

CONTRACTOR'S EXPENSE.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING THE APPROPRIATE

UTILITY "ONE CALL" AND LOCATE REQUESTS AND HAVE KNOWN UTILITIES IDENTIFIED.

2. WARNING: OVERHEAD ELECTRICAL FACILITIES

OVERHEAD LINES MAY EXIST ON THE PROJECT AND HAVE NOT BEEN SHOWN SINCE

THEY ARE CLEARLY VISIBLE. CONTRACTOR SHALL LOCATE OVERHEAD LINES PRIOR

TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY

CODE, FORBIDS ALL ACTIVITIES WHICH CAUSE PERSONS OR THINGS TO COME WITHIN

SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES AND OPERATING A CRANE DERRICK,

POWER SHOVEL, DRILLING RIG, PILE DRIVER, HOISTING EQUIPMENT, OR SIMILAR

APPARATUS WITHIN 10 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINE. PARTIES

RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE

FOR THE SAFETY OF THE CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW

CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED

OFF OR REMOVED CALL CENTERPOINT ENERGY AT (719)207-2222.

UTILITIES

GENERAL NOTES

AND

CONSTRUCTION

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PROJECT NO COUNTY RD

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SCALE:

STATE

SHEET OF

RECONSTRUCTION

SOLAR ROAD

CR 23

BRAZORIA

XXXXXXAS SHOWN

TEXAS

BRAZORIA COUNTY, TEXAS

NOTE:

WHEN REQUIRED.

PERMITS, SURVEYS, OR ELEVATION CERTIFICATES

AND DOES NOT EXCLUDE OBTAINING OFFICIAL

ELEVATION, IS FOR VISUAL REFERENCE ONLY

DEPICTED, SUCH AS BOUNDARY LINE OR AN

OF ANY FEATURE SHOWN HEREON. ANY DATA

DEPICTION OF THE EXACT LOCATION OR EXTENT

THIS MAP IS NOT INTENDED TO BE AN OFFICIAL

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144734

BEN E STALDER

3/18/2026

FIRM REG. #: 1800

(713) 520-9570

HOUSTON, TX 77027

3200 SW FREEWAY STE 1600

GFT Infrastructure, Inc.

2% 2%

2% 2%

SL

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VARI

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SLOPEVARIES

SLO

PE

VARIES

SL

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VARI

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SLOPEVARIES

SL

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VARI

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2%

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� 23

CR 23

EXISTING TYPICAL SECTION

STA 2+50.00 TO 16+70.00

CR 23

EXISTING TYPICAL SECTION

STA 16+70.00 TO 140+00.00

CR 23

PROPOSED TYPICAL SECTION

� 23

� 23

2%

LANE

10'

LANE

10'

LANE

10'

LANE

10'

LANE

10'

LANE

10'

VARIES

EXISTING ROW

VARIES

EXISTING ROW

VARIES

EXISTING ROW

E X

IS

T

IN

G

R O

W

VARIES

EXISTING ROW

LANE

10'

LANE

10' � 23

2% 2%

SL

OPE

VARI

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SLOPEVARIES

E X

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IN

G

R O

W

MILL & OVERLAY BASE WIDENING

STA 57+55.00 TO 68+11.00

STA 87+65.00 TO 107+20.00

CR 23

MILL & OVERLAY

STA 21+69.00 TO 33+26.00

N.T.S

N.T.S N.T.S

N.T.S

DETAIL A

DETAIL A

2'

EXISTING

PCC

DETAIL A

1 1

TYPICAL SECTIONS

2. EXISTING PROFILE SHALL BE MAINTAINED.

SHALL BE MAINTAINED.

EXISTING DITCH PROFILES AND SIDE SLOPES1.

NOTES:

SUBGRADE

8" LIME TREATED

3" BLACK BASE 2" ASPHALT

5.5" PCC 11.5"

(TYD GR 1-2)

FL BS (CMP IN PLC)(TY D)

2.5" - 4.5" HMAC

PCC

4.5" TO 7"

VARIES

ASPHALT

2.5" TO 4.5"

VARIES

2.5" HMA

MILL EXISTING

(TY D)

2.5" HMAC

UNDERSEAL

2.5" HMA

MILL EXISTING

MATERIAL

EXISTING BASE

PROOF ROLL

(TY D)

2.5" - 4.5" HMAC

(TY D)

2.5" - 4.5" HMAC

11.5"

(TYD GR 1-2)

FL BS (CMP IN PLC)

SUBGRADE

8" LIME TREATED

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PROJECT NO COUNTY RD

SHEET NO.COUNTY

SCALE:

STATE

SHEET OF

RECONSTRUCTION

SOLAR ROAD

CR 23

BRAZORIA

XXXXXXAS SHOWN

TEXAS

BRAZORIA COUNTY, TEXAS

NOTE:

WHEN REQUIRED.

PERMITS, SURVEYS, OR ELEVATION CERTIFICATES

AND DOES NOT EXCLUDE OBTAINING OFFICIAL

ELEVATION, IS FOR VISUAL REFERENCE ONLY

DEPICTED, SUCH AS BOUNDARY LINE OR AN

OF ANY FEATURE SHOWN HEREON. ANY DATA

DEPICTION OF THE EXACT LOCATION OR EXTENT

THIS MAP IS NOT INTENDED TO BE AN OFFICIAL

RR

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144734

BEN E STALDER

3/18/2026

FIRM REG. #: 1800

(713) 520-9570

HOUSTON, TX 77027

3200 SW FREEWAY STE 1600

GFT Infrastructure, Inc.

CR 23

S H

C R 5C

R

C R

C R

STA. 21+69.00 TO 33+26.00

MILL & OVERLAY

STA. 33+26.00 TO 57+55.00

CRACK SEAL

STA. 87+65.00 TO 107+20.00

BASE WIDENING

MILL & OVERLAY

STA. 107+20.00 TO 121+97.00

CRACK SEAL

STA. 2+64.00 TO 21+69.00

CRACK SEAL

STA. 57+55.00 TO 68+11.00

BASE WIDENING

MILL & OVERLAY

STA. 68+11.00 TO 87+65.00

CRACK SEAL

CR 5

LOCATION MAP

NTS

LEGEND

FULL REPLACEMENT

750 1500

FEETSCALE

1" = 1500'

Pop 4,372

COLUMBIA

EAST

Reservoir

Beal

V arner

C r eek

WEST COLUMBIA

MANN LAKE

EAGLE NEST LAKE

MANOR LAKE

MI

DDLE

B A

Y O

U

D R

Y

BA

Y

OU

B R

A Z

O S

R

IV

E R

BRAZOS

RIVER

DRY

B A

Y O

U

M

ID

D L

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B A

Y O

U

Bintliff Lake

OCEAN

OLD

C r e ek

SAN

B E R

N A

R D

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IV

E R

B a y ou

L ittle

L innville

Ba you

LINNVILLE

SITE

STATE HISTORIC

VARNER-HOGG PLANTATION

LOCATION

PROJECT

OVERALL PROJECT LAYOUT

1 1

CRACK SEAL

MILL & OVERLAY

0+00 25+00 50+00 75+00 100+00 125+00

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PROJECT NO COUNTY RD

SHEET NO.COUNTY

SCALE:

STATE

SHEET OF

RECONSTRUCTION

SOLAR ROAD

CR 23

BRAZORIA

XXXXXXAS SHOWN

TEXAS

BRAZORIA COUNTY, TEXAS

NOTE:

WHEN REQUIRED.

PERMITS, SURVEYS, OR ELEVATION CERTIFICATES

AND DOES NOT EXCLUDE OBTAINING OFFICIAL

ELEVATION, IS FOR VISUAL REFERENCE ONLY

DEPICTED, SUCH AS BOUNDARY LINE OR AN

OF ANY FEATURE SHOWN HEREON. ANY DATA

DEPICTION OF THE EXACT LOCATION OR EXTENT

THIS MAP IS NOT INTENDED TO BE AN OFFICIAL

RR

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144734

BEN E STALDER

3/18/2026

FIRM REG. #: 1800

(713) 520-9570

HOUSTON, TX 77027

3200 SW FREEWAY STE 1600

GFT Infrastructure, Inc.

STATION X Y

POT 0.000 3023334.401 13643210.709

PI 278.852 3023613.107 13643219.732

Tangential Direction: N88.146°E Tangential Length: 278.852

PI 278.852 3023613.107 13643219.732

PI 558.456 3023892.565 13643228.779

Tangential Direction: N88.146°E Tangential Length: 279.604

PI 558.456 3023892.565 13643228.779

PI 2391.924 3025725.033 13643289.317

Tangential Direction: N88.108°E Tangential Length: 1833.468

PI 2391.924 3025725.033 13643289.317

PI 4796.430 3028128.236 13643368.457

Tangential Direction: N88.114°E Tangential Length: 2404.506

PI 4796.430 3028128.236 13643368.457

PI 6989.125 3030319.770 13643439.797

Tangential Direction: N88.136°E Tangential Length: 2192.695

PI 6989.125 3030319.770 13643439.797

PI 8770.155 3032099.842 13643498.224

Tangential Direction: N88.120°E Tangential Length: 1781.031

PI 8770.155 3032099.842 13643498.224

POT 14290.835 3037617.102 13643692.509

Tangential Direction: N87.983°E Tangential Length: 5520.680

ALIGNMENT NAME - � CR 23

DATA

HORIZONTAL ALIGNMENT

DETAIL A

TYPICAL SIGN SPACING

160' O.C.

NOT TO SCALE

SEAL OPERATIONS.

7. REFER TO TCP (7-1)-13 FOR AREAS WITH CRACK

USING EXCESS MATERIAL.

6. "SHOULDER UP" AGAINST PAVEMENT EDGE

5. LAY ASPHALT ON STABILIZED BASE PER PLANS.

IN THE CONSTRUCTION NOTES TO 12' WIDE.

AND STABILIZE ROAD AS DESCRIBED

4. WITHIN FULL RECONSTRUCTION AREAS, PULVERIZE

STANDARD. SHEET

OPERATION. REFER TO TCP (2-2)-18

ONE LANE CONTROLLED WITH FLAGGING

ALLOWING FOR TWO-WAY TRAFFIC ON

CHANNELIZING DEVICES AND BARRICADES

3. INSTALL TRAFFIC CONTROL SIGNS,

WITHIN CONSTRUCTION LIMITS.

2. PREPARE ROW AND RELOCATE MAILBOXES

BC STANDARDS.

FOR THE SECTION OF WORK PER TXDOT

1. INITIATE ADVANCED WORK ZONE SIGNAGE

PHASE 1: NOTES:

SIDES WITHIN A SINGLE WORK DAY.

LIMITS THAT CAN BE ACCOMPLISHED ON BOTH

CONTRACTOR RESPONSIBLE FOR SETTING PAVING

CONTROL.

NO PAY FOR RESETTING THE WORK TRAFFIC

THERE IS NO PRESENT FLAGGING OPERATION.

TRAFFIC OPERATION AT NIGHT AND AT ANY TIME

CONTRACTOR SHALL OPEN AND MAINTAIN TWO-WAY

D N

C

K

D W

C

K

F

IL

E

D A

T E

F

IL

E

/1

/2

:3

:0

P

M

PROJECT NO COUNTY RD

SHEET NO.COUNTY

SCALE:

STATE

SHEET OF

RECONSTRUCTION

SOLAR ROAD

CR 23

BRAZORIA

XXXXXXAS SHOWN

TEXAS

BRAZORIA COUNTY, TEXAS

NOTE:

WHEN REQUIRED.

PERMITS, SURVEYS, OR ELEVATION CERTIFICATES

AND DOES NOT EXCLUDE OBTAINING OFFICIAL

ELEVATION, IS FOR VISUAL REFERENCE ONLY

DEPICTED, SUCH AS BOUNDARY LINE OR AN

OF ANY FEATURE SHOWN HEREON. ANY DATA

DEPICTION OF THE EXACT LOCATION OR EXTENT

THIS MAP IS NOT INTENDED TO BE AN OFFICIAL

RR

N

LA

L

S

O

S E

F ICE

NOI

I G

SE

D

NE

E E

N

F

P

T A

T S

O E

XET

S A

144734

BEN E STALDER

3/18/2026

FIRM REG. #: 1800

(713) 520-9570

HOUSTON, TX 77027

3200 SW FREEWAY STE 1600

GFT Infrastructure, Inc.

B u rk e R d

C R

C R

L in d e r R d

S H

A

B

S H

MILE¾NEXT 2

ROAD WORK

MILE¾NEXT 2

ROAD WORK

A

MILE¼NEXT

ROAD WORK

A

ROAD WORK

MILE¾NEXT 2

A

MILE½NEXT 1

ROAD WORK

A

A

ROAD WORK

MILE½NEXT 1

CR 23

ROAD WORK

MILE2½NEXT

ROAD WORK

ROAD WORK

MILE½NEXT 2

MILE¼NEXT

WORK

ROAD

STREET

CROSS

G20 - 2bR

G20 - 2bL

G20 - 2bL

G20 - 2bR

G20 - 2bL

G20 - 2bR

G20 - 2bL

G20 - 2bR

G20 - 2bL

BB

C R

B

A

ROAD WORK

NEXT 1 MILE

G20 - 2bR

B

NEXT 1 MILE

ROAD WORK

G20 - 2bL

A

B

NEXT 1 MILE

ROAD WORK

G20 - 2bL

ROAD WORK

MILE½NEXT 1

G20 - 2bR

600 1200

FEETSCALE

1" = 1200'

LEGEND

RECONSTRUCTION LIMITS

ROAD

WORK

AHEAD

END

WORK ZONE

G20-2b

CW20-1D

A

B

SIGNS LAYOUT

ADVANCE WARNING

TRAFFIC CONTROL PLAN

1 1

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

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

O T 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

CONT

F I L

E

D A

T E

Standard Division

Operations Traffic

X X

X W o r k

S p a c e

B

M i n

M i n

TCP (2-2a)

2-LANE ROADWAY WITHOUT PAVED SHOULDERS

48" X 24"

G20-2

(See Note 2)

Yield Line

Temporary

A p p r o x

M a x

M i n

48" X 48"

CW20-4D

48" X 48"

CW20-1D

See note 1)

(Flags-

42" X 42 " X 42"

R1-2

(See Note 2)

Yield Line

Temporary

W3-2

R1-2

42" X 42 " X 42"

Same as Below in Opposite Direction

Warning Sign Sequence lights.(See notes 6 & 7) oscillating or strobe rotating, flashing, TMA and high intensity

Shadow Vehicle with

CONTROL WITH YIELD SIGNS

ONE LANE TWO-WAY

(Less than 2000 ADT - See Note 9)

M i n

B W o r k

S p a c e

X

X

X

'M i n

M a x

Temporary

(See Note 2)

M i n

CW20-4

48" X 48"

48" X 24"

G20-2

48" X 48"

CW20-1D

See note 1)

(Flags-

CW20-4

24" X 18"

X X

X

(See note 2)

24" Stop Line at night illuminated shall be flagger stations emergencies, Except in at night illuminated shall be flagger stations emergencies, Except in

Temporary

(See Note 2)

24" Stop Line

2-LANE ROADWAY WITHOUT PAVED SHOULDERS

ONE LANE TWO-WAY

CONTROL WITH FLAGGERS

TCP (2-2b)

(See notes 6 & 7) strobe lights.

oscillating or flashing, rotating, high intensity with TMA and

Shadow Vehicle

24" X 18"

CW16-2P

CW20-7

48" X 48"

CW20-7

48" X 48"

CW16-2P

CW3-4

48" X 48"

(See note 2)

CW3-4

R1-2aP

48" X 36"

(See note 9)

48" X 36"

R1-2aP

(See note 9)

20' spacing

Devices at

100' Approx.

spacing on the Taper

Devices at 20' spacing on the Taper

Devices at 20' on the Taper

20' spacing

Devices at

GENERAL NOTES

TCP (2-2b)

TCP (2-2a)

TERM STATIONARY

INTERMEDIATE

STATIONARY

LONG TERM

STATIONARY

SHORT TERM

TYPICAL USAGE

MOBILE

DURATION

SHORT

Type 3 Barricade

Heavy Work Vehicle

Channelizing Devices

Flag

LEGEND

Flagger

Sign

Message Sign (PCMS)

Portable Changeable

Flashing Arrow Board

Trailer Mounted

M

Traffic Flow

Attenuator (TMA)

Truck Mounted

L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH)

Taper lengths have been rounded off.

Conventional Roads Only*

75 750'

720'

825' 900' 75' 900' 540'

90'

120'

155'

195'

240'

295'

350'

410'

475'

60'

70'

80'

90'

100'

110'

120'

130'

140'

150'

120'

160'

240'

320'

400'

500'

700'

600'

800'

30'

35'

40'

45'

50'

55'

60'

65'

70'

150'

205'

265'

450'

500'

550'

600'

165'

225'

295'

495'

550'

605'

660'

180'

320'

600'

660'

650' 715' 780'

245'

540'

700' 770' 840'

WS

L=

Posted

Speed

"B"

Buffer Space

Longitudinal

Suggested

Tangent

On a

Taper

On a12'

OffsetOffset

11'

Offset

10'

Taper Lengths

Desirable

Minimum

Devices

Channelizing

Spacing of

Suggested Maximum

Formula

L=WS

Spacing

Sign

Minimum

Distance

"X"

CW20-1D

See note 1)

(Flags-

Distance

Sight

Stopping

200'

250'

305'

360'

425'

495'

570'

645'

730'

820' mounting height.

9. The R1-2aP "YIELD TO ONCOMING TRAFFIC" sign shall be placed on a support at a 7 foot minimum

In rural areas, roadways with less than 2000 ADT, work space should be no longer than 400 feet.

distance. For projects in urban areas, work space should be no longer than one half city block.

8. The R1-2 "YIELD" sign traffic control may be used on projects with approaches that have adequate sight in order to protect a wider work space.

7. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, next to those shown

Vehicle and TMA.

to remain in place, Type 3 Barricades or other channelizing devices may be substituted for the Shadow the work. If workers are no longer present but road or work conditions require the traffic control in advance of the area of crew exposure without adversely affecting the performance or quality of

6. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet

5. Length of work space should be based on the ability of flaggers to communicate.

4. Flaggers should use two-way radios or other methods of communication to control traffic.

ROAD XXX FT" sign, but proper sign spacing shall be maintained.

3. The CW3-4 "BE PREPARED TO STOP" sign may be installed after the CW20-4 "ONE LANE by the Engineer.

may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved

2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol

1. Flags attached to signs where shown, are REQUIRED.

emergency situtations.

12.Flaggers should use 24" STOP/SLOW paddles to control traffic. Flags should be limited to

(See table above).

increased in order to maintain stopping sight distance to the flagger and a queue of stopped vehicles.

11.If the work space is located near a horizontal or vertical curve, the buffer distances should be approved by the Engineer.

10.Channelizing devices on the center line may be omitted when a pilot car is leading traffic and

TRAFFIC CONTROL

ONE-LANE TWO-WAY

TRAFFIC CONTROL PLAN

8-95

1-97

4-98

3-03

2-12

December 1985

2-18 tcp2-2-18.dgn

TCP(2-2)-18

8BRAZORIA

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 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

F I L

E

D A

T E

TCP(7-1)-13

10' 30'

40'+1'

March 1991 tcp7-1.dgn

4-92

1-97

4-98NO PASSING ZONES ON TWO-LANE TWO-WAY ROADS

7-13

SURFACING OPERATIONS

FOR

TRAFFIC CONTROL DETAILS

Standard Division

Operations Traffic roadway marker tabs temporary flexible-reflective calendar days after to be placed within 14

Standard pavement markings roadway marker tabs flexible-reflective

Type Y-2 temporary no passing zones indicate beginning and end of roadway marker tabs placed to

Temporary flexible-reflective markings existing

Previous

TABS ON CENTERLINES OF TWO-LANE TWO-WAY ROADS

For seal coat, micro-surface or similar operations

TERM STATIONARY

INTERMEDIATE

STATIONARY

LONG TERM

STATIONARY

SHORT TERM

TYPICAL USAGE

MOBILE

DURATION

SHORT

N O

P A

S S

I N

G Z

O N

E

40'+1'

ZONE

PASSING

NO

MARKING

PAVEMENT

SHORT TERM

(TABS)

SURFACING ENDS

SURFACING BEGINS

X

48" X 48"

CW20-1D

Min.

36" X 36"

CW8-7

Min.

36" X 36"

CW8-12

24" X 30"

R4-1

24" X 18"

R20-1TP

24" X 30"

R4-1

24" X 18"

R20-1TP

24" X 30"

R4-1

24" X 18"

R20-1TP

MAJOR RURAL ROAD

2 MILES

REPEAT EVERY

Min.

36" X 36"

CW8-12

2 MILES

REPEAT EVERY

Min.

36" X 36"

CW8-7

24" X 30"

R4-1

24" X 18"

R20-1TP

Min.

36" X 18"

G20-2 direction of travel only.

Signing shown for one

NOTE

24" x 30"

R4-2

24" x 30"

R4-2

COORDINATION OF SIGN LOCATIONS

"DO NOT PASS" SIGN (R4-1) and NO-PASSING ZONES

B. The LOOSE GRAVEL signs are to remain in place until the condition no longer exists.

and repeated at intervals of approximately 2 miles in rural areas and closer in urban areas.

A. When construction begins, a LOOSE GRAVEL (CW8-7) sign should be erected at each end of the work area

"NO CENTER LINE" SIGN (CW8-12)

"LOOSE GRAVEL" SIGN (CW8-7)

PAVEMENT MARKINGS

C. The NO CENTER LINE signs are to remain in place until standard pavement markings are installed.

and other locations deemed necessary by the Engineer.

of the work area, at approximately 2 mile intervals within the work area, beyond major intersections not have an existing centerline), a NO CENTER LINE (CW8-12) sign should be erected at the beginning

B. At the time construction activity obliterates the existing center line markings(low volume roads may markings.

have opposite directions of travel on a roadway. Divided highways do not typically have center line

A. Center line markings are yellow pavement markings that delineate the separation of travel lanes that

C. Tab placement for overlay/inlay operations shall be as shown on the WZ(STPM) standard sheet.

B. Tabs shall not be used to simulate edge lines.

the cover over the reflective strip shall be removed.

no more than two (2) days before the surfacing is applied. After the surfacing is rolled and swept, should be applied to the pavement striping crews or as directed by the Engineer. Tabs will be placed at the spacing indicated. Tabs unless otherwise approved by the Engineer. Tabs are to be installed to provide true alignment for

A. Temporary markings for surfacing projects shall be Temporary Flexible-reflective Roadway Marker Tabs be repeated as described above.

typically located at or near the limits of surfacing. LOOSE GRAVEL and NO CENTER LINE signs will then

TRAFFIC FINES DOUBLE (R20-5T) sign, and one "X" sign spacing prior to the CONTRACTOR (G20-6T)sign should be placed in the sequence shown following the OBEY WARNING SIGNS STATE LAW (R20-3T) and the

B. Where possible the ROAD WORK AHEAD (CW20-1D), LOOSE GRAVEL (CW8-7), and NO CENTER LINE (CW8-12) signs adequate sign spacing.

signing typically shown on the Barricade and Construction Standards for project limits to ensure

A. The location of warning signs at the beginning and end of a work area are to be coordinated with other

GENERAL NOTES

D. R4-1 and R4-2 are to remain in place until standard pavement markings are installed.

the beginning and end of the no-passing zones where the surfacing operation has stopped for the day.

length of such combined zones, appropriate DO NOT PASS and PASS WITH CARE signs should be placed at conflict with the existing pavement markings. Also, unless one days operation completes the entire covered until the surfacing operation has passed this location so as not to have the DO NOT PASS sign to be combined into one individual no-passing zone, the sign at the beginning of the zone should be should be used and repeated as often as necessary for this purpose. Where several existing zones are the project to prevent damage to windshield and lights. The DO NOT PASS sign and NEXT XX MILES plaque

C. Depending on traffic volumes and length of sections, it may be desirable to prohibit passing throughout signed with a PASS WITH CARE sign and a NEXT XX MILES plaque.

where there is considerable distance between no-passing zones, the end of the no-passing zone may be and the NEXT XX MILES plaque should be repeated every mile to the end of the no-passing zone. In areas and a NEXT XX MILES (R20-1TP) plaque may be used at the beginning of such zones. The DO NOT PASS sign as a single zone. If passing is to be prohibited over one or more lengthy sections, a DO NOT PASS sign

B. At the discretion of the Engineer, in areas of numerous no-passing zones, several zones may be combined markings.

no-passing zones need not be covered prior to construction if the signs supplement the existing pavement for each direction of travel except as otherwise provided herein. Signs marking these individual

DO NOT PASS (R4-1) signs and PASS WITH CARE (R4-2) signs placed at the beginning and end of each zone

A. Prior to the beginning of construction, all currently striped no-passing zones shall be signed with the the Engineer.

roadway based on roadway conditions as directed by will be placed on both right and left sides of the

5. Signs on divided highways, freeways and expressways be 48" x 48".

diamond shaped construction warning signs shall highways, freeways or expressways, the size of

4. When surfacing operations take place on divided

Work Zone Sign Supports.

approved for Long-Term / Intermediate-Term

Control Devices List (CWZTCD) on supports

Standards or the Compliant Work Zone Traffic

3. Signs shall be erected as detailed on the BC others required elsewhere in the plans.

supplement those required by the BC Standards or

2. The devices shown on this sheet are to be used to cover or obliterate the existing pavement markings.

placed prior to the surfacing operation which will

Engineer on sections of roadway where tabs must be will be furnished and erected as directed by the

1. The traffic control devices detailed on this sheet

900'75

800'70

700'65

600'60

500'55

400'50

320'45

240'40

160'35

120'30

Distance

"X"

Spacing

Sign

Minimum

X

Speed

Posted

X Conventional Roads Only

BRAZORIA 9

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 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

CONTNovember 2002

F I L

E

D A

T E

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

HIGHWAY

SHEET NO.

C TxDOT o 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

E R

CONT

bc-21.dgn

November 2002

F I L

E

D A

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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

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SHEET NO.

C TxDOT o 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

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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 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

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COUNTY

SECT

DIST

REVISIONS

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SHEET NO.

C TxDOT CONT bc-21.dgn

November 2002

SHEET 4 OF 12

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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 for attaching sign manufacturer's recommended or screws. Use TxDOT's or will be by bolts and nuts

Attachment to wooden supports

FLAGS ON SIGNS

greater

6' or of at least the same gauge material.

should be at least 5 times nominal post size, centered on the splice and the sign substrate, not near the base of the support.