12-Construction Plans.pdf

1"=2000'

LOCATION MAP:

RUBEN M. TORRES BLVD

www.brownsvilletx.gov

TEL. (956) 546-4357

BROWNSVILLE, TEXAS 78520

1001 E ELIZABETH STREET

www.halff.com

TEL. (956) 303-7100

BROWNSVILLE, TX 78521

1075 PAREDES LINE RD. SUITE B

PREPARED BY:OWNER/CLIENT:

Know what'sbelow.

before you dig.Call

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PEDRO CARDENAS COMMISSIONER, DISTRICT 4

GUSTAVO DE LEÓN COMMISSIONER, DISTRICT 3

LINDA C. MACIAS COMMISSIONER, DISTRICT 2

BRYAN L. MARTINEZ COMMISSIONER, DISTRICT 1

NURITH GALONSKY CITY COMMISSIONER, AT LARGE "B"

TINO VILLARREAL JR. CITY COMMISSIONER, AT LARGE "A"

HELEN RAMIREZ CITY MANAGER, ICMA-CM, AICP

JOHN COWEN JR. MAYOR

CITY OF BROWNSVILLE:

DISCLAIMER:

NAME DATE

AT THE EXPENSE OF THE CONTRACTOR.

OF CONTRACTOR-DAMAGED UTILITIES TO THE UTILITY COMPANY'S APPROVAL

UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR REPAIR AND RESTORATION

CONSTRUCTION FOR THIS PROJECT IN ORDER TO AVOID DAMAGING THOSE

LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AFFECTED BY

CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING

PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY LOCATIONS. THE

CONTACT THE "TEXAS 811" SYSTEM AT 1-800-344-8377 (DIG TESS) 48 HOURS

GUARANTEED TO BE EXACT OR COMPLETE. THE CONSTRUCTION SHALL

LOCATION OF UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT

THE INFORMATION SHOWN ON THESE DRAWINGS INDICIATING SIZE, TYPE, AND

TBPELS FIRM # 312

BROWNSVILLE, TX 78521

1075 PAREDES LINE RD, SUITE B

HALFF ASSOCIATES, INC.

DRAWING IS ON FILE AT THE OFFICES OF:

ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. THE RECORD OF THIS

ALTERATION OF SEALED DOCUMENTS WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE

JOHN P. GIANOTTI, PE (#79730), ON

THE SEAL(S) APPEARING ON THIS CONSTRUCTION SET WERE AUTHORIZED BY:

MUST RELY UPON THE ADEQUACY OF THE WORK HERE IN SEALED BY THE DESIGN ENGINEER.

PREPARED THEM. IN ACCEPTING THESE PLANS, THE CITY OF BROWNSVILLE AND CAMERON COUNTY

ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO

ADOPTED BY THE CITY OF BROWNSVILLE, TEXAS.

DESCRIBED HEREIN, HAVE BEEN DESIGNED IN COMPLIANCE WITH THE TXDOT TRAFFIC STANDARDS

I, JOHN P. GIANOTTI, PE, DO HEREBY CONFIRM THAT ANY NEW TRAFFIC SIGNAL UPGRADES

SUBMITTED FOR APPROVAL BY:

APPROVAL BY:

NAME DATE

ENGINEER OF RECORD DATE

TRAFFIC SIGNAL UPGRADE

CONSTRUCTION PLANS FOR

BROWNSVILLE, TEXAS

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TBPELS FIRM # 312

TEL: (956) 303-7106

EMAIL: GNUNEZ@HALFF.COM

CONTACT: GUADALUPE NUNEZ

BROWNSVILLE, TX 78521

1075 PAREDES LINE RD. SUITE B

HALFF ASSOCIATES, INC.

SURVEYOR:

TBPELS FIRM # 312

TEL: (210) 704-1368

EMAIL: JGIANOTTI@HALFF.COM

CONTACT: JOHN P. GIANOTTI

BROWNSVILLE, TX 78521

1075 PAREDES LINE RD. SUITE B

HALFF ASSOCIATES, INC.

ENGINEER:

100% SUBMITTAL

COFFEE ROAD

DATE: NOVEMBER 2025AVO: 53201.003

XX/XX/XXXX.

COFFEE ROAD AT PAREDES LINE ROAD

NOVEMBER 2025

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PROJECT SITE SHEET GENERAL

1 COVER SHEET AND INDEX OF SHEETS

2 GENERAL NOTES

QUANTITY SUMMARY

SHEET TRAFFIC SIGNAL PLANS

5 EXISTING SIGNAL LAYOUT

6 PHASE I SIGNAL LAYOUT

7 PHASE II SIGNAL LAYOUT AND REMOVALS

8 PHASE II SIGNAL LAYOUT DETAILS

9 SIGNAL DESIGN TABLES

SHEET STANDARDS

10 SMA-100 (1)-12

11 SMA-100 (2)-12

12 TS-FD-12

13 CFA-12

14 LUM-A-12

15 MA-C-12

16 MA-D-12

17 TS-CF-21

18 ED(1)-25

19 - 24 ED(3)-26 TO ED(8)-25

25 TS-BP-20

26 RPDD-RADD-20

27 - 28 WZ(BTS-1)-13 TO WZ(BTS-2)-13

3 GENERAL NOTES

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PRELIMINARY

79730

P.E. NO.

11/12/2025DATE

OR UNDER THE SUPERVISION OF:

PURPOSES. THEY WERE PREPARED BY

BIDDING OR CONSTRUCTION

REGULATORY APPROVAL, PERMIT,

REVIEW AND NOT INTENDED FOR

THESE DOCUMENTS ARE FOR INTERIM

NAME

FOR INTERIM REVIEW ONLY

TBPELS ENGINEERING FIRM #312

JOHN P. GIANOTTI

SCALE:

CHECKED BY:

DRAWN BY:

ISSUED:

PROJECT NO.: 53201

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COORDINATION

OF THE PROJECT.

4. LISTED BELOW ARE SOME KEY AGENCIES OR DEPARTMENTS WHO MAY NEED TO BE CONTACTED THROUGHOUT THE DURATION

CHANGE ORDERS ON THE PREMISES AT ALL TIMES.

3. CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND

WORK.

2. CONTRACTOR SHALL PROVED WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF

1. CITY OF BROWNSVILLE IS THE OWNER AND MAINTAINING AGENCY.

1-956-547-6828CITY OF BROWNSVILLE TRAFFIC

1-956-983-6100BROWNSVILLE PUB

1-800-828-5127SOUTHWESTERN BELL LOCATE GROUP

1-800-669-8344LONE STAR NOTIFICATION COMPANY

1-800-344-8377TEXAS EXCAVATION SAFETY SYSTEM

1-800-245-4545TEXAS ONE CALL SYSTEM

1-800-344-8377DIG TESS

MOTORISTS AND PEDESTRIANS.

10. PROVIDE ADEQUATE ILLUMINATION DURING NIGHTTIME OPERATIONS TO ENSURE MAXIMUM VISIBILITY AND SAFETY FOR

ACCORDANCE TO THE TXMUTCD.

SAFETY MEASURES TO PREVENT EXCESSIVE TRAFFIC CONGESTION. THE TRAFFIC CONTROL PLAN SHALL BE MAINTAINED IN AN

9. IF ANY MAJOR DISRUPTION OR ROADWAY CLOSURE IS REQUIRED, THE CONTRACTOR SHALL IMPLEMENT ALL NECESSARY

WORK WILL REQUIRE ANY STREET CLOSURE OR OBSTRUCTIONS TO TRAFFIC.

8. CONTRACTOR SHALL BE REQUIRED TO NOTIFY DAILY ALL EMERGENCY DEPARTMENTS (I.E. FIRE, POLICE, EMS, ETC.) WHEN

CONTRACTOR TO VISIT AND INSPECT THE AREA BEHIND THE CURB TO DETERMINE IF ANY STRUCTURES ARE PRESENT.

CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. IT IS STRONGLY RECOMMENDED FOR THE UTILITIES, TREES, SHRUBS, FENCES, PROPERTY SURVEY MARKERS, AND OTHER ADJOINING FACILITIES. DAMAGE CAUSED BY

7. CONTRACTORS SHALL BE RESPONSIBLE FOR AND ADEQUATELY PROTECT EXISTING STRUCTURES, SPRINKLING SYSTEMS, FEES.

6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE CONSTRUCTION PERMITS AND FOR PAYING ASSOCIATED

FULLY AWARE OF THE INTENT OF THE WORK.

COMMENCING ANY WORK. THE CONTRACTOR IS TO RESEARCH THE EXISTING CONDITIONS AND PROPOSED WORK TO BECOME

5. THE CONTRACTOR SHALL VISIT THE PROJECT SITE IN ORDER TO BECOME FAMILIAR WITH THE SITE CONDITIONS PRIOR TO

1-800-245-4545.

PROPERTIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. THE NOTIFICATION CENTER TELEPHONE NUMBER IS OWNERS, AND STATE / LOCAL OFFICIALS (WHEN APPLICABLE) OF PROPOSED CONSTRUCTION IN FRONT OF THE RESPECTIVE CONSTRUCTION FOR THE EXACT LOCATION OF EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY RESIDENTIAL / BUSINESS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL APPROPRIATE UTILITY COMPANIES, 48 HOURS PRIOR TO ACTUAL

GENERAL REQUIREMENTS

BY THE CITY ENGINEER OR DESIGNEE FOR COMPILING A COMPLETED SET OF AS-BUILT DRAWINGS.

AND FINAL PAYMENT WILL NOT BE APPROVED UNTIL THE CONTRACTOR HAS SUBMITTED THE REQUIRED INFORMATION NEEDED WILL BE SUBMITTED TO THE CITY ENGINEER OR DESIGNEE AT THE END OF CONSTRUCTION. THE PROJECT'S FINAL ACCEPTANCE ILLUSTRATIONS AND/OR NOTES TO ANY CHANGES TO THE DESIGN PLANS. THIS INFORMATION, SIGNED BY THE CITY INSPECTORS,

11. AS BUILT DRAWINGS: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A SET OF AS BUILT PLANS SHOWING

PREVENT SEDIMENT AND EROSION POLLUTION.

10. CONTRACTOR TO PLACE AND MAINTAIN TEMPORARY EROSION CONTROL LOGS ON DRAIN OPENINGS AND MANHOLES TO

WAY SHALL BE REMOVED AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE.

9. TREE TRIMMING SHALL BE DONE IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES. TREES WITHIN THE RIGHT-OF-

EXISTING DRIVEWAY OR SIDEWALK IS REMOVED OR DISTURBED AT NO SEPARATE PAY.

LOCATIONS AND THESE METHODS SHALL BE APPROVED BY THE CITY ENGINEER OR DESIGNEE BEFORE ANY PORTION OF AN DESIGNEE IN ADVANCE AS TO HIS PROPOSED METHODS FOR ACCOMMODATING TRAFFIC DURING CONSTRUCTION AT ALL PUBLIC ROADS, AND STREET CROSSINGS FOR ALL VEHICLES. THE CONTRACTOR SHALL ADVISE THE CITY ENGINEER OR

8. THE CONTRACTOR SHALL PROVIDE FOR SAFE AND CONVENIENT INGRESS AND EGRESS TO ABUTTING PROPERTY, HIGHWAYS, INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD).

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL SIGNS AND BARRICADES ARE CONSISTENT WITH, PROPERLY, CONSTRUCTION ACTIVITY, STAGING, AREAS, ETC. WITHIN THE LIMITS OF CONSTRUCTION.

6. UNLESS PRIOR PERMISSION IS OBTAINED FROM THE CITY ENGINEER OR DESIGNEE, THE CONTRACTOR SHALL CONFINE ALL

PROJECT. DISPOSAL OF MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS REMOVED, WHICH ARE NOT TO BE REINSTALLED OR SALVAGED ON THE

CODES, REGULATIONS AND ORDINANCES.

4. ALL MATERIALS FURNISHED AND INSTALLATION OF MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE

ACCEPTANCE.

3. IT IS THE CONTRACTOR’S RESPONSIBILITY TO CONNECT, MAINTAIN, OPERATE AND PAY THE POWER SERVICE UNTIL FINAL

ADDITIONAL COST TO THE CITY.

ENGINEER AND ALL CORRESPONDING PULL BOXES AND CONDUITS SUPPORTING THAT DEVICE SHALL BE ADJUSTED AT NO

2. DEVICE LOCATIONS ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENTS; ALL ADJUSTMENTS SHALL BE APPROVED BY THE

DESIGNEE.

CLEANED UP TO ITS CONDITION PRIOR TO THE START OF CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER OR OF WORK TO AVOID POSSIBLE INCONVENIENCE TO THE TRAVELING PUBLIC. AFTER PROJECT COMPLETION, THE SITE SHOULD BE CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE STORAGE OF MATERIALS, PARKING OF VEHICLES, AND RESTRICTIONS CITY ENGINEER OR DESIGNEE. ALL EXISTING PIPING AND CONDUITS SHALL HAVE TEMPORARY PROTECTION DURING

1. WORK AREAS SHALL BE KEPT, AT ALL TIMES, FREE OF DEBRIS AND NON-HAZARDOUS MATERIAL TO THE SATISFACTION OF THE

INCLUDE BUT NOT LIMITED TO THE FOLLOWING:

LIMITS OF CONSTRUCTION FOR FIELD VERIFICATION AT NO ADDITIONAL EXPENSE TO THE OWNER. UTILITY COMPANIES TO

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES WITH JURISDICTION WITHIN THE

SCHEDULE TO NOT AFFECT THE ORIGINAL CONTRACT TIME.

CONTRACTOR’S RESPONSIBILITY TO COORDINATE WITH THE UTILITY COMPANY FOR THE REQUIRED ADJUSTMENT AND WORK AVOID ANY UTILITY CONFLICT AND MUST BE APPROVED BY THE ENGINEER. ANY CONFLICTS THAT ARE UNAVOIDABLE IT IS THE UTILITIES AND INDENTIFY AREAS WHERE ADJUSTMENTS TO THE CONDUIT RUNS, BORES, PULL BOXES AND SERVICE POLES TO ON THE CONSTRUCTION PLANS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO LOCATE AND PROTECT ALL UNDERGROUND ENGINEER OR DESIGNEE NOR THE OWNER IS RESPONSIBLE FOR THE ACCURACY OF THE LOCATION OF THE UTILITIES SHOWN HAS BEEN MADE TO ACCURATELY DEPICT ALL UTILITIES, NOT ALL (PUBLIC AND PRIVATE) MAY BE SHOWN. NEITHER THE CITY RESEARCHED WITH RESPECT TO THE BEST AVAILABLE DATA AND THEREFORE SHOWN APPROXIMATE. ALTHOUGH EVERY EFFORT

1. THE TYPE, SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES DEPICTED ON THE CONSTRUCTION PLANS WERE

UTILITY GENERAL NOTES

(800) 922-0204VERIZON

(800) 921-8101CHARTER COMMUNICATIONS

(800) 921-8101FRONTIER COMMUNICATIONS

(866) 225-5683 MAGIC VALLEY ELECTRICAL COOPERATIVE (MVEC)

(800) 277-2177 AMERICAN ELECTRIC AND POWER (AEP) TEXAS

(956) 630-8261AT&T TEXAS

(800) 222-5355SPECTRUM/TIME WARNER CABLE

(800) 959-5325TEXAS GAS SERVICE

TEXAS 811

(956) 542-2260 TXDOT - BROWNSVILLE OFFICE

(956) 541-1012BROWNSVILLE ENGINEERING DEPT.

(956) 983-6100BROWNSVILLE PUB

29 CFR, PART 1926, SUBPART P-EXCAVATIONS.

OF THE UNITED STATES DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS, SESSION), THE CONTRACTOR SHALL MEET THE REQUIREMENTS FOR TRENCH SAFETY AS OUTLINED IN THE CURRENT VERSION

10. IN ACCORDANCE WITH HOUSE BILLS 662 AND 665 ENACTED BY THE TEXAS LEGISLATURE (70TH REGULAR LEGISLATIVE

FROM THE CONSTRUCTION SITE AT NO ADDITIONAL EXPENSE TO THE OWNER.

9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL EXCAVATED MATERIAL, EXCESS CONCRETE, AND DEBRIS

8. ALL CONSTRUCTION MATERIALS TESTING WILL BE COORDINATED THROUGH THE OWNER.

7. ANY DAMAGES TO FENCES, WALKS, OR PRIVATE PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.

LATEST EDITION.

6. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

WEATHER ROUTES.

5. CONTRACTOR SHALL AT ALL TIMES ALLOW ACCESS TO EXISTING DRIVEWAY OR PROVIDE/MAINTAIN ALTERNATIVE ALL-

PUBLIC AND PRIVATE UTILITIES AFFECTED BY HIS/HER OPERATIONS PRIOR TO COMMENCING CONSTRUCTION.

4.THE CONTRACTOR SHALL NOTIFY ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS RESPONSIBLE FOR

AND EXCAVATION.

3. CONTRACTOR SHALL EXPOSE ANY EXISTING UTILITY THAT MAY BE IN CONFLICT PRIOR TO COMMENCING CONSTRUCTION

WITH UTILITY OWNERS.

UTILITY LINES SHALL BE INCIDENTAL TO THE INSTALLATION OF THE PROPOSED UTILITIES. CONTRACTOR SHALL COORDINATE

16. ALL UTILITIES SHALL REMAIN IN SERVICE AT ALL TIMES. THE PROTECTION, TEMPORARY BYPASS PUMPING, ETC. OF ALL

15. CONTRACTOR SHALL PROTECT AND SUSPEND ALL EXISTING UTILITIES TO REMAIN.

COVERS APPROVED BY THE OWNER.

CASES WHERE TRENCHES ARE LEFT OPEN, THE CONTRACTOR MUST PROVIDE TRAFFIC-RATED, ANCHORED STEEL PLATE

14. TRENCHES OR EXCAVATIONS MAY NOT BE LEFT OPEN OVERNIGHT UNLESS AUTHORIZED IN WRITING BY THE OWNER. IN

TRENCH SAFETY PLAN WILL RESULT IN A STOP WORK ORDER. NON-COMPLIANCE INCIDENTS MAY BE REPORTED TO OSHA.

13. THE CONTRACTOR SHALL ENSURE APPROVED TRENCH SAFETY PLANS ARE IMPLEMENTED. FAILURE TO ADHERE TO THE

SEPARATE PAY)

TRENCH SAFETY PLAN. NO EXCAVATION SHALL RESUME UNTIL THE REVISED TRENCH SAFETY PLAN HAS BEEN APPROVED. (NO CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A REVISED SUGGESTED TRENCH PROTECTION SHOWN ON THE CONSTRUCTION PLANS, ALL EXCAVATION SHALL CEASE AND THE

12. IN THE EVENT CONDITIONS ENCOUNTERED IN THE FIELD REQUIRE TRENCH SAFETY SYSTEMS OUTSIDE OF THE EXTENTS

THE OWNER FOR APPROVAL.

PREPARED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS. THE PLAN SHALL BE SUBMITTED TO

11. PRIOR TO COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL PROVIDE A TRENCH SAFETY PLAN. ALL PLANS SHALL BE

SIGNAL NOTES

5. EXISTING PHASING AND TIMING SHALL BE USED.

NOTICE TO THE CITY ENGINEER OR DESIGNEE WHEN PLANING TO CLOSE A LANE OR STREET.

CLOSURES WHEN INSTALLING SIGNAL POLES AND MAST ARMS. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HRS

4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE CITY ENGINEER OR DESIGNEEE FOR ALL LANE OR STREET

RECOMMENDATION AND IN COORDINATION WITH THE CITY OF BROWNSVILLE TRAFFIC DEPARTMENT.

3. FOR THE RADAR VEHICLE DETECTION SYSTEM, LOCATION AND PLACEMENT SHALL BE MOUNTED AS PER MANUFACTURER

UTILITIES PRIOR TO CONSTRUCTION TO AVOID CONFLICT WITH OR DAMAGE TO THE UTILITIES.

2. THE CONTRACTOR SHALL VERIFY WITH THE UTILITY COMPANIES AS TO EXACT LOCATION OF EXISTING UNDERGROUND

1. THE CONTRACTOR SHALL FURNISH AND INSTALL RADAR VEHICLE DETECTION SYSTEM AND MAKE FULLY OPERATIONAL.

GENERAL NOTES

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ITS NOTES

4. CONTRACTOR TO EXPOSE THE FIBER LINES PRIOR TO DRILLING THE FOUNDATION SHAFT.

MANUFACTURER RECOMMENDATIONS.

3. INSTALL ANTENNA ON SIGNAL POLE BELOW THE MAST ARM WITH METAL STRAPS AS PER

UNIT. A 24V WIRE IS REQUIRED TO POWER THE UNIT.

2. CCTV (DIGITAL) REQUIRES A CAT 5 ETHERNET CABLE FROM SIGNAL POLE TO THE FIELD MOUNTING

PROPOSED POLE AT THIS LOCATION.

1. ALL EXISTING CAMERAS AND ITS EQUIPMENT TO BE RELOCATED AND REWIRED TO THE NEW

TCP GENERAL NOTES

9. MAINTAIN ACCESS TO DRIVEWAYS AND INTERSECTIONS THROUGH ALL PHASES OF CONSTRUCTION.

8. DO NOT BLOCK DRAINAGE WHEN HANDLING & STOCKPILING EXCAVATED MATERIAL.

REMOVE EXISTING STRIPING.

7. ON EXISTING PAVEMENT THAT WILL REMAIN IN PLACE, SAND BLAST OR SURFACE TREAT IN ORDER TO

UNLESS OTHERWISE SHOWN ON THE PLANS.

6. REMOVE & DISPOSE ALL MATERIAL NOT DEEMED SALVAGEABLE BY THE CITY ENGINEER OR DESIGNEE, PERMITS FROM THE APPROPRIATE AUTHORITIES.

5. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR AND SECURE ALL PROPER

ALLOWED. CONTRACTOR WILL BE RESPONSIBLE FOR DUST CONTROL FROM THE SITE.

DEBRIS FROM ANY AREA OR VEHICLE BY MEANS OF WATER, ONLY SHOVELING AND SWEEPING WILL BE SITE FREE FROM SOIL, SEDIMENT AND DEBRIS. CONTRACTOR WILL NOT REMOVE SOIL, SEDIMENT OR

4. CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING ROADS AND DRIVES ADJACENT TO AND NEAR THE

SHEETS IN THIS PLAN SET OR ADDITIONAL TXDOT TCP STANDARD SHEETS THAT MAY APPLY.

3. ALL LANE AND STREET CLOSURES SHALL BE IN ACCORDANCE WITH THE TXDOT TCP STANDARD

DESIGNEE WHEN PLANING TO CLOSE A LANE OR STREET.

2. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HRS NOTICE TO THE CITY ENGINEER OR

TRAFFIC CONTROL DEVICES.

CONTRACTOR AND SHALL CONFORM TO THE LATEST EDITION OF THE "TEXAS MANUAL ON UNIFORM

1. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE

GENERAL NOTES

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ITEM NO

416 618 618 618 618 620 620 624 628 636 680 682 682 682 682 682 682 682 682

7044 7054 7055 7064 7065 7007 7008 7008 7335 7001 7011 7001 7002 7003 7004 7005 7018 7037 7054

DESCRIPTION

ITEM

POLE) (36 IN)

(TRF SIG

DRILL SHAFT

(SCH 80) (2")

CONDT (PVC)

BORE

(SCH 80) (2")

CONDT (PVC)

(SCH 80) (4")

CONDT (PVC)

BORE

(SCH 80) (4")

CONDT (PVC)

BARE

(NO.6)

ELEC CONDR

INSULATED

(NO. 6)

ELEC CONDR

W/ APRON

TY D (162911)

GROUND BOX

)TS(O)

000(NS)GS(T

T 120/240

ELC SRV TY

SIGNS (TY A)

ALUMINUM

(UPGRADE)

TRF SIG

INSTALL HWY

LED (GRN)

(12")

VEH SIG SEC

(GRN ARW)

(12") LED

VEH SIG SEC

(YEL)

(12") LED

VEH SIG SEC

(YEL ARW)

(12") LED

VEH SIG SEC

(RED)

(12") LED

VEH SIG SEC

(COUNTDOWN)

(LED)

PED SIG SEC

(4 SEC)

W/REFL BRDR

BACK PLATE

(3 SEC)

W/REFL BRDR

BACK PLATE

UNIT LF LF LF LF LF LF LF EA EA SF EA EA EA EA EA EA EA EA EA

PHASE I 60 98 400 90 800 1388 12 5 1 54 1 8 4 8 8 8 8 4 8

PHASE II - 144 - - - 144 - - - 15 - - - - - - 8 - -

TOTAL 60 242 400 90 800 1532 12 5 1 69 1 8 4 8 8 8 16 4 8

ITEM NO

684 684 684 684 686 686 686 687 688 688 6008

6043 6043

7009 7028 7031 7033 7025 7037 7047 7001 7001 7003 7001 7002 7002 7004

DESCRIPTION

ITEM

(4 CONDR)

AWG)

(TY A) (12

TRF SIG CBL

(2 CONDR)

AWG)

(TY A) (14

TRF SIG CBL

(5 CONDR)

AWG)

(TY A) (14

TRF SIG CBL

(7 CONDR)

AWG)

(TY A) (14

TRF SIG CBL

ARM(24')

PL AM (S)1

INS TRF SIG

ARM(36')

PL AM(S)1

INS TRF SIG

ARM(44')LUM

PL AM(S)1

INS TRF SIG

ASSEMBLY

PED POLE

(APS)

BUTTON

PUSH

PED DETECT

UNIT

CONTROLLER

DETECTOR

PED

ONLY)

DETECTION

(PRESENCE

RVDS

CABLE

COMMUNICATION

RADAR

(DIGITAL)

EQUIPMENT

CCTV FIELD

CABLE

CCTV

CABLE

COAXIAL

DIRECTIONAL)

ANTENNA (OMNI-

UNIT LF LF LF LF EA EA EA EA EA EA EA LF EA LF LF EA

PHASE I 325 1210 1250 1483 1 1 2 4 8 1 4 734 1 60 60 1

PHASE II - - - - - - - 8 8 - - - - - - -

TOTAL 325 1210 1250 1483 1 1 2 12 16 1 4 734 1 60 60 1

*SUBSIDIARY TO ITEM 6008

**SUBSIDIARY TO ITEM 6010

QUANTITY SUMMARY

SHEET TITLE:

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PP

PP

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TPED

SIGN

ICV

SIGN

SIGN

SIGN

SIGN

FH

SIGN

GW

GW

LP

BBBB

1TS

GW

GW

GW

GW

GW

GW

1TS

EXISTING TRAFFIC SIGNAL HEADS

EXISTING SPAN MOUNTED SIGNS

CoffeeRd

S2, S5

Paredes RdLine

GR Y GY

SH 8

PERMISSIVE PROTECTED LEFT

5-SECTION HORIZONTAL

Y GR

SH 2, 4, 5, 7, 9, 10

3-SECTION HORIZONTAL

YR GR

SH 1, 6

PROTECTED LEFT

4-SECTION HORIZONTAL

Y GR G

SH 3

PROTECTED PERMISSIVE LEFT

4-SECTION HORIZONTAL

S6

W1, W2, W3, W4, W5, W6, W7, W8

PEDESTRIAN HEAD

S3, S7

EXISTING PEDESTRIAN SIGNS

PB1, PB3, PB5, PB7

PUSH

BUTTON

FOR

PUSH

BUTTON

FOR

PB2, PB4, PB6, PB8

N

LEFT TURN

ON GREEN

YIELD

EXISTING SIGNAL LAYOUT

ONLY

S1, S4

SHEET TITLE:

CHECKED BY:

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LEGEND

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TRAFFIC SIGNAL POLE / SPAN WIRE

SIGNAL HEAD

PEDESTRIAN WALK HEAD

PEDESTRIAN PUSH BUTTON

MAST ARM MOUNTED SIGN

ELECTRICAL SERVICE

SIGNAL CONTROLLER CABINET

DIRECTION OF TRAVEL

R.O.W. LINE

LUMINAIRE

11/13/2025R .O

.W

R .O

.W

R .O

.W

R .O

.W

R.O.W.

R.O.W.

R.O.W.

R.O.W.

(P O

S T

E D

S P

E E

D

M

P H

P A

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D E

S L

IN

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3 4 5

P1 W1

PB4

PB3

PB2

PB1

PB5

PB6

PB7

PB8

C1

ES1

P2 P3

P4

W2

W3

W4 W5

W6

W7

W8

S1

S2

S3

S4

S5

S6S7

(POSTED SPEED: 35 MPH)

COFFEE RD

LICENSED

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TLTL

TPED

TL

SIGN

ICV

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SIGN

SIGN

SIGN

FH

SIGN

GW

GW

LP

1TS

GW

GW

GW

GW

GW

GW

1TS

N

PROPOSED SIGNAL HEADS

PROPOSED MAST ARM MOUNTED SIGNS

Y GR

PROPOSED PEDESTRIAN SIGNS

Paredes RdLine

CoffeeRd

PB1, PB3, PB5, PB7

9" x 15"

R10-3eR

PB2, PB4, PB6, PB8

9" x 15" R10-3eL

S2, S5 90" x 24"

D3-1

S3, S6 144" x 24"

D3-1

R

Y

G W1, W2, W3, W4, W5, W6, W7, W8

COUNTDOWN PEDESTRIAN HEAD

PHASE I SIGNAL LAYOUT

PHASE I CONSTRUCTION IS DONE UNDER EXISTING CONDITIONS WITH NO MODIFICATIONS TO THE ROADWAY, CURBS, SIDEWALKS, PAVEMENT MARKINGS, ETC.13.

WIRING SLACK FOR PHASE II PEDESTRIAN EQUIPMENT TO BE COILED IN GROUND BOXES NEAREST TO POLES.12.

EXISTING TRAFFIC SIGNAL TO BE REMOVED AND SALVAGED ONCE ACTIVATION OF PHASE I IS COMPLETED.11.

PAYMENT SHALL BE SUBSIDIARY TO VARIOUS BID ITEMS.

SHIELDING OF OVERHEAD ELECTRIC LINES MAY BE REQUIRED. NO DIRECT PAYMENT SHALL BE MADE FOR SHIELDING ELECTRIC LINES.10.

RADAR DETECTION ZONES SHALL BE APPROVED BY THE CITY ENGINEER OR DESIGNEE.9.

CONTINUOUS SETBACK DETECTION SHALL BE PROVIDED BASED ON APPROACH SPEED.

ALL RADAR EQUIPMENT SHALL PROVIDE DETECTION ZONES BASED ON APPROACH SPEEDS, AS DIRECTED BY THE CITY ENGINEER.8.

LUMINAIRE ARMS SHALL BE ORIENTED AT 45° TO TRAFFIC SIGNAL POLE, OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE.7.

SIGNAL INCLUDING COORDINATION FOR ALL PERMITS WITH THE CITY OF BROWNSVILLE AND BROWNSVILLE PUB.

THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE PROPOSED ELECTRICAL SERVICE AND ENERGIZING THE TRAFFIC6.

CONTROL DEVICES.

CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTRACTOR SHALL FURNISH AND MAINTAIN ALL TRAFFIC CONTROL DEVICES REQUIRED TO COMPLETE THE WORK. ALL5.

(SEPARATE PAY ITEM).

EXISTING BUILDINGS, RETAINING WALLS, UTILITIES, FENCES, PAVEMENT, CURBS, TRAFFIC SIGNAL EQUIPMENT, OR DRIVEWAYS CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ORIGINAL CONDITIONS OR BETTER ANY DAMAGE DONE TO THE4.

UNDERGROUND FACILITIES.

THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY THE FAILURE TO LOCATED AND PRESERVE THE3.

SYSTEM: 1-800-345-4545

THE CONTRACTOR SHALL CALL UTILITY LOCATOR SERVICES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK TEXAS "ONE-CALL"2.

THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.1.

NOTES:

SH 6

3-SECTION VERTICAL

SH 2, 3, 5, 8, 9, 11, 12

3-SECTION HORIZONTAL

ARROW

YELLOW

YIELD

LEFT TURN

ON FLASHING

S1, S4 30" x 36" R10-17T

SH 1, 4, 7, 10

W/ FLASHING YELLOW ARROW

4-SECTION HORIZONTAL

GR Y Y

SHEET TITLE:

CHECKED BY:

DRAWN BY:

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LEGEND

TRAFFIC SIGNAL POLE / MAST ARM

R.O.W.

SIGNAL HEAD

GROUND BOX W/ APRON

PEDESTRIAN POLE AND SIGNAL HEAD

PEDESTRIAN PUSH BUTTON

MAST ARM MOUNTED SIGN

ELECTRICAL SERVICE

SIGNAL CONTROLLER CABINET

DIRECTION OF TRAVEL

BORED CONDUIT

CONDUIT

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RADAR PRESENCE DETECTION DEVICE

CCTV FISHEYE CAMERA

OPTICOM PREEMPTION

RADIO ANTENNA

LUMINAIRE

11/13/2025

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DETAIL "A"

C1ES1

P1

S2

SEE DETAIL "A"

R .O

.W

5 11

P2

P3

P4

7 8 9

S3

S5

S6

R4

R2

R .O

.W

R .O

.W

R.O.W.

R.O.W.

R .O

.W

R .O

.W

R.O.W.

R.O.W.

35 MPH)

(POSTED SPEED:

COFFEE RD

(P O

S T

E D

S P

E E

D

M

P H

P A

R E

D E

S L

IN

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W1

PB1W2

PB2

W3

PB3

P6 W4

PB4 W6

PB5

PB6

W7

P8

PB7

PB8

W8

P5

010606

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R3

W5

P7

S4

S1

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PP

PP

PP

PP

TLTL

TPED

TL

SIGN

ICV

SIGN

SIGN

SIGN

SIGN

FH

SIGN

GW

GW

LP

1TS

GW

GW

GW

GW

GW

GW

1TS

PROPOSED SIGNAL HEADS

EXISTING MAST ARM MOUNTED SIGNS TO REMAIN

Y GR

PROPOSED PEDESTRIAN SIGNS

Paredes RdLine

CoffeeRdS1, S4 30" x 36" R10-17T

PB9, PB10, PB11, PB13, PB15

9" x 15"

R10-3eR

PB12, PB14, PB16

9" x 15" R10-3eL

S2, S5 90" x 24"

D3-1

S3, S6 144" x 24"

D3-1R

Y

G

SH 1, 4, 7, 10

W/ FLASHING YELLOW ARROW

4-SECTION HORIZONTAL

W9, W10, W11, W12, W13, W14, W15, W16

COUNTDOWN PEDESTRIAN HEAD

N

EXISTING SIGNAL HEADS TO REMAIN

S7, S8 30" x 36" R10-17T

PROPOSED MAST ARM MOUNTED SIGNS

PHASE II CONSTRUCTION IS DONE AS PART OF THE RECONSTRUCTION OF COFFEE ROAD.12.

SEE PHASE II SIGNAL LAYOUT DETAILS SHEET FOR DETAILS OF EACH CORNER.11.

POLES AND CONDUIT LISTED FROM PHASE I TO BE REUSED.

PED POLES P5, P6, P7 & P8 TO BE REMOVED & SALVAGED; CONDUIT RUNS 12, 13, 14 & 15 TO BE ABANDONED IN PLACE; WIRING IN10.

PAYMENT SHALL BE SUBSIDIARY TO VARIOUS BID ITEMS.

SHIELDING OF OVERHEAD ELECTRIC LINES MAY BE REQUIRED. NO DIRECT PAYMENT SHALL BE MADE FOR SHIELDING ELECTRIC LINES.9.

RADAR DETECTION ZONES SHALL BE APPROVED BY THE CITY ENGINEER OR DESIGNEE.8.

OR DESIGNEE. CONTINUOUS SETBACK DETECTION SHALL BE PROVIDED BASED ON APPROACH SPEED.

ALL RADAR EQUIPMENT SHALL PROVIDE DETECTION ZONES BASED ON APPROACH SPEEDS, AS DIRECTED BY THE CITY ENGINEER 7.

SIGNAL INCLUDING COORDINATION FOR ALL PERMITS WITH THE CITY OF BROWNSVILLE AND BROWNSVILLE PUB.

THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE PROPOSED ELECTRICAL SERVICE AND ENERGIZING THE TRAFFIC6.

CONTROL DEVICES.

CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTRACTOR SHALL FURNISH AND MAINTAIN ALL TRAFFIC CONTROL DEVICES REQUIRED TO COMPLETE THE WORK. ALL5.

(SEPARATE PAY ITEM).

EXISTING BUILDINGS, RETAINING WALLS, UTILITIES, FENCES, PAVEMENT, CURBS, TRAFFIC SIGNAL EQUIPMENT, OR DRIVEWAYS CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ORIGINAL CONDITIONS OR BETTER ANY DAMAGE DONE TO THE4.

UNDERGROUND FACILITIES.

THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY THE FAILURE TO LOCATED AND PRESERVE THE3.

SYSTEM: 1-800-345-4545

THE CONTRACTOR SHALL CALL UTILITY LOCATOR SERVICES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK TEXAS "ONE-CALL"2.

THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.1.

NOTES:

AND REMOVALS

PHASE II SIGNAL LAYOUT

SH 6

3-SECTION VERTICAL

SH 2, 3, 5, 8, 9, 11, 12

3-SECTION HORIZONTAL

GR Y Y

ARROW

YELLOW

YIELD

LEFT TURN

ON FLASHING

ARROW

YELLOW

YIELD

LEFT TURN

ON FLASHING

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

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LEGEND

TRAFFIC SIGNAL POLE / MAST ARM

R.O.W.

SIGNAL HEAD

GROUND BOX W/ APRON

PEDESTRIAN POLE AND SIGNAL HEAD

PEDESTRIAN PUSH BUTTON

MAST ARM MOUNTED SIGN

ELECTRICAL SERVICE

SIGNAL CONTROLLER CABINET

DIRECTION OF TRAVEL

BORED CONDUIT

CONDUIT

H A

O

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CCTV FISHEYE CAMERA

OPTICOM PREEMPTION

RADIO ANTENNA

LUMINAIRE

11/13/2025

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DETAIL "A"

S2

5SEE DETAIL "A"

P1

C1ES1

P2

P3

P4

7 8 9

S3

S5

S6

R4

R2

W10 & PB10

PB9

W9

P9

P10

P11

P12 P13

P14

P15

P16

W11 & PB11

PB12

W12

PB13

W13

PB14

W14

PB15

W15

PB16

W16

R .O

.W

R .O

.W

R.O.W.

R.O.W.

R .O

.W

R .O

.W

R.O.W.

R.O.W.

35 MPH)

(POSTED SPEED:

COFFEE RD

(P O

S T

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010606

05 02 02

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R3

S4

S7

S8

S1

P5 - SEE NOTE 10

P8 - SEE NOTE 10

P7 - SEE NOTE 10

P6 - SEE NOTE 10

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0 5 10 15 20

SCALE: 1"=10'

N

DETAILS

PHASE II SIGNAL LAYOUT

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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LEGEND

TRAFFIC SIGNAL POLE / MAST ARM

R.O.W.

SIGNAL HEAD

GROUND BOX W/ APRON

PEDESTRIAN POLE AND SIGNAL HEAD

PEDESTRIAN PUSH BUTTON

MAST ARM MOUNTED SIGN

ELECTRICAL SERVICE

SIGNAL CONTROLLER CABINET

DIRECTION OF TRAVEL

BORED CONDUIT

CONDUIT

H A

O

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RADAR PRESENCE DETECTION DEVICE

CCTV FISHEYE CAMERA

OPTICOM PREEMPTION

RADIO ANTENNA

LUMINAIRE

PP

PP

TL

ICV

TL

SIGN

GW

PP

TL

GW

W9

P9

PB9

AND REMOVALS" SHEET

"PHASE II SIGNAL LAYOUT

P5 TO BE REMOVED - SEE

P10

W10 & PB10

S2

P1

C1

ES1

P11

P12 W12

PB12

REMOVALS" SHEET

LAYOUT AND

SEE "PHASE II SIGNAL

P6 TO BE REMOVED -

W11 & PB116P2

S3

13 7

P3

S5

PB13

P13

W13

P14

W14

PB14

AND REMOVALS" SHEET

"PHASE II SIGNAL LAYOUT

P7 TO BE REMOVED - SEE

W15

S6

P15

PB15

PB16

W16

P16

P4

AND REMOVALS" SHEET

"PHASE II SIGNAL LAYOUT

P8 TO BE REMOVED - SEE

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PHASE I ORIENTATION DIAGRAM

P A

R E

D E

S L

IN

E

R D

COFFEE RDCOFFEE RD

PED

PED

PED

PED

05 06 07

PHASE II ORIENTATION DIAGRAM

P A

R E

D E

S L

IN

E

R D

COFFEE RDCOFFEE RD

PED

PED

PED

PED

05 06 07

03 04

ELECTRICAL SERVICE DESCRIPTION

SERVICE

ELECTRICAL

ELECTRICAL SERVICE DESCRIPTION

(RMC)

SIZE

CONDUIT

SERVICE

RS NO./SIZE

CONDUCTO

SERVICE

AMPS

SWITCH

SAFETY

POLE/AMP

CKT. BRK.

DISCONNECT

MAIN

AMPS

CONTRACTOR

TWO-POLE

(MIN)

AMP RATING

LOAD CENTER

PANEL BD./

CIRCUIT NO.

POLE/AMPS

CKT. BRK.

BRANCH

LOAD

KVA

ES1 TY D (120/240) 070 (NS) SS (E) SP (O) 2 1/2" 3/#6 N/A 2P/70 30 100

1. TRAFFIC SIGNAL 1P/50

<7.5

2. ILLUMINATION 2P/20

SIGNAL HEAD AND POLE PLACEMENT (LF)

NUMBER

POLE

100 MPH

ZONE

WIND

TYPE

FND

DRILLED SHAFT WIRE INSIDE POLES

BUTTONS

APS PUSH

HEADS

SIGNAL

NO. OF

HEADS

PED

NO. OF

LUM-A

DIMENSION (LF)ITEM 416 ITEM 684 SIG CABLE

LUM RPDD RADIO CCTV

LF

TYPE A

24" DIA

LF

TYPE A

36" DIA

LF

TYPE B

36" DIA

SIG HD PED HD PED

14 AWG

7 CNDR

14 AWG

5 CNDR

14 AWG

2 CNDR

AWG

CNDR

CABLE

COMM.

CABLE

COAX

CAT 5E

A B C D E F G H

PHASE I

P-1 36-B - - 16 132 - - 40 65 40 40 - 3 - 1 11 18 12 12 44 - 18 30

P-2 36-A - 14 - 93 - - - 45 - - - 3 - - 4 0 11 11 24 - 18 20

P-3 36-B - - 16 128 - - 40 65 - - - 3 - 1 9 16 12 12 44 - 18 30

P-4 36-A - 14 - 112 - - - 50 - - - 3 - - 17 8 12 12 36 - 18 20

P-5 24-A 6 - - - 20 10 - - - - 2 - 2 - 10 PED PUSHBUTTON POLE 10 - 10

P-6 24-A 6 - - - 20 10 - - - - 2 - 2 - 7 PED PUSHBUTTON POLE 10 - 10

P-7 24-A 6 - - - 20 10 - - - - 2 - 2 - 7 PED PUSHBUTTON POLE 10 - 10

P-8 24-A 6 - - - 20 10 - - - - 2 - 2 - 6 PED PUSHBUTTON POLE 10 - 10

PHASE TOTAL 24 28 32 465 80 40 80 225 40 40 8 12 8 2 -

PHASE II

P-9 24-A 6 - - - ** ** - - - - 1 - 1 - 5 PED PUSHBUTTON POLE 10 - 10

P-10 24-A 6 - - - ** ** - - - - 1 - 1 - 10 PED PUSHBUTTON POLE 10 - 10

P-11 24-A 6 - - - ** ** - - - - 1 - 1 - 4 PED PUSHBUTTON POLE 10 - 10

P-12 24-A 6 - - - ** ** - - - - 1 - 1 - 5 PED PUSHBUTTON POLE 10 - 10

P-13 24-A 6 - - - ** ** - - - - 1 - 1 - 7 PED PUSHBUTTON POLE 10 - 10

P-14 24-A 6 - - - ** ** - - - - 1 - 1 - 5 PED PUSHBUTTON POLE 10 - 10

P-15 24-A 6 - - - ** ** - - - - 1 - 1 - 4 PED PUSHBUTTON POLE 10 - 10

P-16 24-A 6 - - - ** ** - - - - 1 - 1 - 10 PED PUSHBUTTON POLE 10 - 10

PHASE TOTAL 48 0 0 0 ** ** 0 0 0 0 8 0 8 0 -

TOTAL 72 28 32 465 80** 40** 80 225 40 40 16 12 16 2

*24" DRILL SHAFT IS SUBSIDIARY TO BID ITEM 687. INFORMATION PRESENTED FOR CONTRACTOR PURPOSES ONLY.

**PEDESTRIAN SIGNAL AND PUSH BUTTON WIRING TO BE REUSED FROM PHASE I IN PHASE II.

***PHASE I SIGNAL AND PED POLES MEASURED TO EXISTING CURB; PHASE II PED POLES MEASURED TO PROPOSED CURB.

PHASE II CONDUIT SUMMARY

NO.

RUN

WIRE SIZE AND TYPE (EA)

LENGTH (FT)

CONDUIT

CONDUIT

T Y

P E

IN

S

T A

L L

ELECTRICAL SIGNAL CABLE

#6

BARE

14 AWG

TYP A

5 CNDR

14 AWG

TYP A

2 CNDR

2" 3" 4"

16 1 T 1 * * 11

17 1 T 1 * * 15

18 1 T 1 * * 8

19 1 T 1 * * 30

20 1 T 1 * * 10

21 1 T 1 * * 16

22 1 T 1 * * 14

23 1 T 1 * * 40

CABLE TOTALS 144 * *

B = BORE, E = EXISTING

INSTALL TYPE - T = TRENCH,

TOTALS

CONDUIT

2" T 144

2" B 0

3" T 0

3" B 0

4" T 0

4" B 0

PHASE II - INCLUDES AT LEAST 3' OF SLACK FOR ALL PHASES

*EXISTING WIRING FROM PHASE I TO BE USED FOR

TRAFFIC SIGNAL HEADS

NUMBER

HEAD

SIGNAL

TYPE

HEAD

SIGNAL BACK PLATE

12" SIGNAL INDICATION

WITH LED LAMP

VEH SIGNAL SEC

3 4 5 G GA Y YA R RA

EA EA EA EA EA EA EA EA EA

1 H4FYA 1 1 2 1

2 H3 1 1 1 1

3 H3 1 1 1 1

4 H4FYA 1 1 2 1

5 H3 1 1 1 1

6 H3 1 1 1 1

7 H4FYA 1 1 2 1

8 H3 1 1 1 1

9 H3 1 1 1 1

10 H4FYA 1 1 2 1

11 H3 1 1 1 1

12 H3 1 1 1 1

TOTAL 8 4 0 8 4 8 8 8 4

DETECTION ZONES

RADAR ID

LOCATION

MOUNTING

PHASE

DETECTION

R1

ARM

P1 MAST

01 + 06

R2

ARM

P2 MAST

04 + 07*

R3

ARM

P3 MAST

02 + 05

R4

ARM

P4 MAST

03* + 08

ZONES ARE ONLY PRESENT IN PHASE II

* PHASES 03 & 07 AND ASSOCIATED DETECTION

GROUND BOX SUMMARY

(ITEM 624)

TYPE DESCRIPTION UNIT QTY

D NO. 162922 EA 5

PHASE I CONDUIT SUMMARY

NO.

RUN

WIRE SIZE AND TYPE (EA)

(FT)

LENGTH

CONDUIT

(FT)

LENGTH

WIRINGCONDUIT

T Y

P E

IN

S

T A

L L

SIGNAL CABLE LUM RVDS RADIO CCTV

#6

XHHW

#6

BARE

AWG

TYP A

CNDR

AWG

TYP A

CNDR

AWG

TYP A

CNDR

AWG

TYP A

CNDR

CABLE

COMM.

CABLE

COAX

CAT 5E

2" 3" 4"

1 1 T 2 1 6 -

2 1 T 1 2 15 -

3 2 T 2 8 8 8 4 1 1 15 -

4 1 1 T 2 2 1 1 1 1 5 -

5 1 2 B 3 4 4 4 1 2 90 -

6 1 T 1 2 1 14 -

7 1 2 B 3 2 2 2 1 1 110 -

8 1 1 T 2 2 1 1 10 -

9 1 2 B 3 80 -

10 1 T 1 2 1 10 -

11 1 2 B 3 2 2 2 1 120 -

12 1 T 1 2 2 20 -

13 1 T 1 2 2 25 30

14 1 T 1 2 2 12 20

15 1 T 1 2 2 26 45

CABLE TOTALS 12 1388 1018 1170 1170 245 509 20 20

EXISTING

INSTALL TYPE - T = TRENCH, B = BORE, E =

TOTALS

CONDUIT

2" T 98

2" B 400

3" T 0

3" B 0

4" T 90

4" B 800

*ADDITIONAL WIRING IN GROUND BOXES NEAR POLES P2, P3 & P4 TO BE INCLUDED FOR USE IN PHASE II

RING 2

RING 1

PHASE I PHASING DIAGRAM

RING 2

RING 1

BARRIER 1 BARRIER 2

COFFEE RDPAREDES LINE RD

N

USED

NOT

USED

NOT

N

RING 2

RING 1

PHASE II PHASING DIAGRAM

RING 2

RING 1

BARRIER 1 BARRIER 2

COFFEE RDPAREDES LINE RD

N

N

POLE PLACEMENT

SIGNAL HEAD AND

FACE OF CURB OF POLECL

A

C BD

E

F

G H

SIGNAL DESIGN TABLES

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

A T

E D

E S

C R

IP

T

IO

N

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V

IS

IO

N

T E

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(9

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D E

S L

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53201

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AS SHOWN

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11/13/2025

LICENSED

S

TATE OF TEXA

S

P R

OFESSIONAL ENGI

NEE

R

79730

JOHN P. GIANOTTI

11/13/2025

Justin Thumasathit

Justin Thumasathit

Justin Thumasathit

P1 P2 P3 P4

36-B 36-A 36-B 36-A

28 32

Justin Thumasathit

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

D O

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

E g i n e e r i g

P r a c t i c e

A c t w 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 Safety Traffic

108"

CL

5"

10" 10"

16" 16"

96"

5"

TOP VIEW

BASE AND PAD

CONTROLLER CABINET

TRAFFIC SIGNAL

October 2000 ts-cf-21.dgn

12-04

3"

3"

44"

SIDE VIEW

Controller

Cabinet

Bolts (4 Typical)

•- 13 NC Mounting

Cabinet Ground Bus

25" + 1"-

CABINET BASE

(4X)

S.S. INSERT

1/2-13 UNC

TRAFFIC SIGNAL CONTROLLER BASE:

Service

1" PVC To Telephone

CONCRETE SLAB:

CONDUITS:

CONTROLLER CABINET:

PAYMENT:

instructions.

8. Seal the base to the concrete with a silicone caulk bead and fastened to the slab per manufacturer's manufacturer's model number and name or logo.

7. The traffic signal base must be permanently marked either by impress or by permanent ink with the

Professional Engineer. Provide the cabinet base with hardware for attachment to a concrete slab.

manufacturer must supply certification by an independent testing laboratory or sealed by a Texas Licensed the base or cabinet to come out of their anchored position or cause any permanent deformation. The minimum wind load of 125 mph or a 850 lb force applied at 49" above the bottom of the base without causing

6. The cabinet base, when secured to the concrete slab with controller cabinet attached, must withstand a

1#2"-13 UNC stainless steel screws and inserts.

to attach field wiring to the racks to serve as strain relief. Secure cable racks to the base using eight T-slots spaced at 1-1/2 inches. The cable racks must easily accommodate the insertion of tie wraps edge of the base. Unless approved otherwise, cable racks must be 1-1/2 x 9#16x 3#16inch steel channel with

5. Provide the cabinet base with 4 cable racks mounted one on each side of the base 2" to 7 " from the top base. Inserts must withstand a minimum torque of 50 ft-lb and a minimum straight pull out strength of 750 lbs.

4. Supply the cabinet base with four 1#2"-13 UNC stainless steel inserts for attachment of the cabinet to the

TxDOT basemount cabinet.

3. The polymer concrete cabinet base must conform to the dimensions shown and must accommodate a standard

(psi), minimum flexural strength of 3600 psi, and minimum shear strength of 3600 psi.

2. The polymer concrete material must have a minimum compressive strength of 10,300 pounds per square inch

Traffic Safety Division.

following bases: Armorcast Part # A6001848X24, Quazite Model # PG3048Z709, or other as approved by TxDOT base must be reinforced on the inside of the cabinet base with fiberglass matting. Provide one of the of calcareous and siliceous stone; glass fibers and thermoset polyester resin. The polymer concrete cabinet

1. Provide a traffic signal controller base (cabinet base) manufactured of polymer concrete material consisting

20. The silicone caulk bead specified in Item 680.3.B must be RTV 133.

19. Anchor the controller cabinet to the base using four stainless steel 1/2-13 NC bolts.

(4 Typical)

Inserts

(See note 10)

Grade

21. Bid TS-CF as subsidiary to Item 680.

To Signal Poles

3" Conduits

†" x 8' min.

Copper-Clad Steel Ground Rod

1‚" Minimum PVC To Electrical Service

#8 AWG

Grounding Conductor

(See Note 13)

Wire Mesh

Electrical Service

1‚" Minimum PVC To

TS-CF-21

(See note 9)

Concrete Slab

Note 13)

Wire Mesh (See

Service

1" To Telephone substitute.

conduits above the top of the base and secure to the base using a steel one-hole strap or similar suitable

18. Terminate electric and telephone conduits above the slab with a coupling. After the base is installed, extend the circumstance share a conduit with any other function.

telephone service, usually located on the same pole as the electrical service. Telephone must not under any electrical feed directly to the electrical service enclosure. Run the conduit for the telephone line directly to the

17. Stub up two separate conduits through the slab from the electrical and telephone services. Run the conduit for the unused telephone conduit.

coupling, and cap and seal so that the seal can be removed without damaging the coupling. This must also apply to

16. Extend conduits for future use at least 18-inches from the edge of the slab, terminate underground with a use. Terminate the conduits with a bushing between 2 and 4-inches above the slab.

the layouts. Install the number of conduits as shown on layouts plus two additional 3 inch conduits for future

15. Stub up and run 3-inch conduits through the slab to the various traffic signal poles and ground boxes as shown on

47 „" Min.

18 •"

40 •"

20 ‚"

9 ‚"

56 •"

Min.

28 •"

2-21 with Item 531.

14. Provide Class B concrete minimum for the slab in accordance with Item 421. Construct the slab in accordance minimum 6-inch overlap. Center the mesh between top and bottom and provide a minimum 3 inch cover on the edges.

13. Provide welded wire mesh 6X6-W2.9 X W2.9 for reinforcement. Provide joints and splices in the mesh with a

12. Install a PVC sleeve to prevent the ground rod from direct embedment in the slab.

is required and must be terminated to the cabinet ground bus.

for the electrical grounding conductor. The electrical grounding conductor specified in Item 680-3.A.4

UL Listed clamp and terminated to the cabinet grounding bus for the purpose of providing a local ground

11. Bond a #8 AWG copper ground wire and an 8 ft ground rod bonded to the reinforcing mesh by a suitable contour to match plans.

plans. Subsidiary to ITEM 680, four inch rip rap may be used in lieu of earthwork. Slopes shall gradually

10. Grade earthwork such that it is flush with the concrete pad on all four sides, unless otherwise shown on the the dimensions shown, and must be level.

9. Traffic signal controller pad must be a portland cement concrete slab poured in place, must conform to

Justin Thumasathit t h is s ta n d a r d t o o th e r f o r m a ts o r f o r i n c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m i ts u s e k in d i s m a d e b y T x D

O T f o r a n y p u r p o s e w h a ts o e v e r

T x

D O

T a s s u m e s n o r e s p o n s ib il it y f o r t h e c o n v e r s io e u s e o f t h is s ta 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 in e e r in g P r a c ti c e A c t"

N o w a r r a n ty o f a n y

D

IS

C L

A

IM

E R

F

IL

E

D A

T E

Standard Division Safety Traffic

71A

CONDUIT

MATERIALSA.

CONSTRUCTION METHODSB.

boxes per the NEC.

conductor sizes are present, count the conductors as if all are of the larger size. For situations not applicable to this table, size junction greatest number of conductors entering the box through one conduit with no more than four conduits per box. When a mixture of

3. Unless otherwise shown on the plans, provide junction boxes with a minimum size as shown in the following table, which applies to the

2. Provide galvanized steel RMC for all exposed conduits, unless otherwise shown on the plans. Properly bond all metal conduits.

Nonmetallic Conduit (LFNC) when flexible conduit is called for on Polyvinyl Chloride (PVC) systems.

Conduit (LFMC) when flexible conduit is called for on galvanized steel Rigid Metal Conduit (RMC) systems. Provide Liquidtight Flexible the descriptive code or as shown on the plans. Do not substitute other types of conduits for those shown. Provide Liquidtight Flexible Metal

Provide conduits listed under Item 618 on the MPL under "Roadway Illumination and Electrical Supplies." Provide conduit types according to

618, "Conduit" of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, And Bridges," latest edition.

1. Provide conduit, junction boxes, fittings, and hardware per TxDOT Departmental Material Specification DMS-11030, "Conduit" and Item conductors through the PVC conduit system.

8. Provide PVC elbows, unless otherwise shown in the plans. Use only a flat, high tensile strength polyester fiber pull tape for pulling

7. Provide PVC junction boxes intended for outdoor use on PVC conduit systems, unless otherwise noted on the plans.

junction boxes for IMC conduit systems that meet the same requirements for junction boxes used with RMC systems.

called for, provide junction boxes sized as directed above, listed and approved for outdoor use, unless otherwise noted on the plans. Provide

6. Do not use Intermediate Metal Conduit (IMC) or Electrical Metallic Tubing (EMT) unless specifically required by the plan sheets. When EMT is conductors. Do not use die cast aluminum boxes. Size outlet boxes according to the NEC.

5. Provide hot dipped galvanized cast iron or sand cast aluminum outlet boxes for junction boxes containing only 10 AWG or 12 AWG greater than 100 cu. in.

box or within 18 in. of the box if all conduit entries are on the same side. Mechanically secure all junction boxes with an internal volume identified for the intended purpose and be supported by connection of two or more rigid metal conduits. Secure conduit within 3 ft. of the

4. Junction boxes with internal volumes up to 100 cu. in. and that are supported by entering raceways must have threaded entries or hubs other methods approved by the Engineer. Do not use silicone caulking. Do not use duct tape as a permanent seal.

11. After completion of conductor installation, immediately seal ends of all conduits emerging from ground with duct seal, expandable foam, or box detail on sheet ED(4).

10. Place conduits entering ground boxes so that the conduit openings are between 3 in. and 6 in. from the bottom of the box. See the ground cable is not required, if the duct extends the full length through the casing.

all bonding jumpers are the same size as the equipment grounding conductor. Bonding of conduit used as a casing under roadways for duct

9. Install a bonding jumper from each grounding bushing to the nearest ground rod, grounding lug, or equipment grounding conductor. Ensure terminations.

8. Fit the ends of all PVC conduit terminations with bushings or bell end fittings. Provide and install a grounding bushing on all metal conduit water tight sealing hubs are not required.

includes surface mounted safety switches, meter cans, service enclosures, auxiliary enclosures and junction boxes. Grounding bushings on

7. Ensure conduit entry into the top of an enclosure is waterproof by installing conduit sealing hubs or using boxes with threaded bosses. This conduit and prove it clear in accordance with Item 618 prior to installing any conductors.

debris and animals. Temporary caps constructed of durable duct tape are allowed. Tightly affix the tape to the conduit opening. Clean out the

6. During construction, temporarily cap or plug open ends of all conduit and raceways immediately after installation to prevent entry of dirt, "Temporary Special Shoring."

"Excavation;" 400, "Excavation and Backfill for Structures;" 401, "Flowable Backfill;" 402, "Trench Excavation Protection;" and 403, When placing conduit in the subbase of new roadways, backfill all trenches with cement-stabilized base as per requirements of Items: 110,

5. When placing conduit in the subgrade of new roadways, backfill all trenches with excavated material unless otherwise noted on the plans.

prior to installing conduit or duct cable to prevent bending of the connections.

surfacing operation has begun. Backfill and compact the bore pits below the conduit per Item 476 "Jacking, Boring, or Tunneling Pipe or Box"

4. Unless otherwise shown on the plans, jack or bore conduit placed beneath existing roadways, driveways, sidewalks, or after the base or

Engineer.

3. Do not attach conduit supports directly to pre-stressed concrete beams, except as shown specifically in the plans or as approved by the structures. See "Conduit Mounting Options" on ED(2). Install conduit supports within 3 ft. of all enclosures and conduit terminations.

2. Space all conduit supports at maximum intervals of 5 ft. Install conduit spacers when attaching metal conduit to surfaces of concrete

LFMC or LFNC as a substitute for the required expansion conduit fittings.

additional cost to the Department. Provide the method of determining the amount of expansion to the Engineer upon request. Do not use specification sheet for expansion joint conduit fittings. Repair or replace expansion joint fittings that do not allow for movement at no exposed on structures such as bridges at maximum intervals of 150 ft. When requested by the project Engineer, supply manufacturer's of the conduit. In addition, provide and install expansion joint fittings on all continuous runs of galvanized steel RMC conduit externally

1. Provide and install expansion joint conduit fittings on all structure-mounted conduits at the structure's expansion joints to allow for movement

SHEET NO.

HIGHWAY

CK:TxDOT TxDOT DW:TxDOTCK:

JOB

COUNTYDIST

SECT

TxDOT DN:

CONT

ed1-25.dgn

April 2025C TxDOT

FILE:

REVISIONS

4-25

12-00 4-98 1-92

ED(1)-25

CONDUITS & NOTES

ELECTRICAL DETAILS

10-14 5-03 3-03

GENERAL NOTES FOR ALL ELECTRICAL WORK

substitutions will be allowed for materials on this list.

each project. Prequalified materials are listed on the MPL on TxDOT's website under "Roadway Illumination and Electrical Supplies." No

6. When required by the Engineer, notify the Department in writing of materials from the Material Producer List (MPL) intended for use on

Ground rods, connectors, and bonding jumpers are subsidiary to the various bid items.

enclosures are bonded to an equipment grounding conductor. Provide stranded bare copper or green insulated grounding conductors.

5. Install grounding as shown on the plans and in accordance with the NEC. Ensure all metallic conduits, metal poles, luminaires, and metal inspection as requested by the Engineer.

been properly calibrated within the last year. Provide calibration certification to the Engineer upon request. Operate test equipment during ammeter, megohm meter (1000 volt DC), ground resistance tester, torque wrenches, and torque screwdrivers. Ensure all equipment has

4. Provide the following test equipment as required by the Engineer to confirm compliance with the contract and the NEC: voltmeter, bolt size is 1/2 in. or less in diameter.

3. Miscellaneous nuts, bolts, and hardware, except for high strength bolts, may be stainless steel when plans specify galvanized, provided the justification for rejection. Replace or reinstall rejected material or equipment at no additional cost to the Department.

be considered an acceptable equal to NEMA. Faulty fabrication or poor workmanship in any material, equipment, or installation is equivalent to UL. Where reference is made to NEMA listed devices, International Electrotechnical Commission (IEC) listed devices will not or a Nationally Recognized Testing Lab (NRTL). NRTLs such as CSA Group, Intertek Testing Services, or FM Approvals can be considered

TxDOT standards and specifications, National Electrical Manufacturers Association (NEMA), and are listed by Underwriters Laboratories (UL)

2. Provide new, unused, and undamaged materials. Ensure that all materials and installations comply with the National Electrical Code (NEC), field conditions.

1. The location of all conduits, junction boxes, ground boxes, and electrical services is diagrammatic and may be shifted to accommodate hot dipped galvanized strut straps or stand-off straps are allowed on the service riser conduit.

11. Use two-hole straps or strut straps when supporting 2 in. and larger conduits. On electrical service poles, properly sized stainless steel or conduit into ground boxes or foundations. Provide PVC elbows at all ground boxes and foundations.

DMS-…