17-Drawings.pdf

INDEX OF DRAWINGS

01 COVER SHEET

02 INDEX OF DRAWINGS

03 HCED EXPRESS REVIEW SHEET

04 COH TRAFFIC SIGNAL NOTES

05 HCED GENERAL NOTES

06 UTILITY GENERAL NOTES

07 OVERALL PROJECT LAYOUT

08 STORM WATER POLLUTION PREVENTION PLAN

09 EXISTING CONDITIONS LAYOUT

10 PROPOSED TRAFFIC SIGNAL (1 OF 2)

11 PROPOSED TRAFFIC SIGNAL (2 OF 2)

12 HIGH VOLTAGE CABLE SCHEMATICS

13 PROPOSED SIGNING AND PAVEMENT MARKINGS

14 SIGNAL QUANTITY SUMMARY

15 LEFT LANE CLOSURE

16 RIGHT LANE CLOSURE

17 TRAFFIC SIGNAL SYSTEM

18 DRILLED SHAFT FOUNDATIONS (COH NO. 02465-01)

19 TYPICAL ARM FIXTURE (COH NO. 02582-01)

20 TRAFFIC SIGNAL STRUCTURES (1 OF 2) (COH NO. 02582-02)

21 TRAFFIC SIGNAL STRUCTURES (2 OF 2) (COH NO. 02582-03)

22 PUSHBUTTON POLE DRILLED SHAFT (COH NO. 02465-02)

23 PAVEMENT MARKINGS GEN NOTES (COH NO. 02760-01)

24 PVMT MARKINGS WITH REFLECTIVE PVM MARKERS (COH NO. 02760-05)

25 BICYCLE INTERSECTION TREATMENTS (COH NO. 02760-10)

26 PAVEMENT MARKING DETAILS

27 CONTROLLER FOUNDATION (COH NO. 16730-02)

28 PED FACILITIES CURB RAMP (1 OF 4) (TXDOT PED18)

29 PED FACILITIES CURB RAMPS (2 OF 4)(TXDOT PED18)

30 PED FACILITIES CURB RAMPS (3 OF 4)(TXDOT PED18)

31 PED FACILITIES CURB RAMPS (4 OF 4)(TXDOT PED18)

32 PROJECT SIGN DETAIL

33 STORM WATER POLLUTION PREVENTION

01/26/2026

NO TITLE

COH TRAFFIC SIGNAL NOTES

HCED GENERAL NOTES

UTILITY GENERAL NOTES

" W

TR

L

IN

E

W M

W M

"R

C P

"R

C P

"R

C P

0"

RC

P

0"

R C

P

ROW

ROW

SCALE: 1" = 10'

0 5 10 20 30

SC

O

TT

S

TR

EE

T

SC

O

TT

S

TR

EE

T

REFER TO SHEETS 10 THROUGH 13 FOR

PROPOSED TRAFFIC SIGNAL LAYOUT BRAYS BAYOU GREENWAY TRAIL

LIMITS OF PROPOSED

PEDESTRIAN SIGNAL

CONSTRUCTION

END CURB REVISION

N: 13,825,020.08 E: 3,125,188.92

BEGIN CURB REVISION

N: 13,825,024.45 E: 3,125,175.05

END CURB REVISION

N: 13,825,037.20 E: 3,125,194.04

BEGIN CURB REVISION

N: 13,825,041.38 E: 3,125,180.20

LEGEND

PROPOSED CURB REVISIONS

PROPOSED PAVEMENT MARKINGS

1/21/2026

" W

TR

L

IN

E

W M

W M

"R

C P

18"RCP

"R

CP

"R

CP

"R

CP

120"R

CP

0"

RC

P

ROW

ROW

5 604020100

SCALE: 1" = 20'

BRAYS BAYOU

SC

O

TT

S

TR

EE

T

LEGEND

LIMITS OF CONSTRUCTION

BARRIER: REINFORCED FILTER FABRIC

BARRIER: INLET PROTECTION

BARRIER: FILTER DAM

CONCRETE TRUCK WASHOUT AREA

STABILIZED CONSTRUCTION ACCESSSC

IPB

CTW

RFD-TYPE

SITE BENCHMARK

1. COORDINATES BASED ON SURVEY.

2. CONTRACTOR TO REFER TO SURVEY

PREPARED BY: RODS SURVEYING, INC.

DATED: 02/13/2025

3. REFER TO SURVEY FOR ADDITIONAL NOTES AND BENCHMARK INFORMATION.

STORM WATER POLLUTION AND PREVENTION NOTES

EROSION AND SEDIMENTATION CONTROL

1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROLS AT LOCATION SHOWN

ON PLANS.

2. CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENTATION CONTROL SYSTEMS SPECIFIED HEREIN AT A MINIMUM ONCE EVERY

CALENDAR DAY.

3. CONTRACTOR SHALL MAINTAIN, REPAIR AND/OR REPLACE DAMAGED EROSION AND SEDIMENTATION CONTROL SYSTEM THROUGHOUT

THE DURATION OF THE CONTACT. NO SEPARATE PAY.

4. CONTRACTOR SHALL PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER

POTENTIALLY TOXIC MATERIALS.

5. CONTRACTOR SHALL LOCATE FUEL AND MATERIAL STORAGE AREAS AWAY FROM STORM WATER CONVEYANCE SYSTEMS.

CONTRACTOR SHALL USE SILT FENCING, HAY BALES, OR BERMS AROUND FUEL STORAGE AREAS. NO SEPARATE PAY.

6. CONTRACTOR SHALL ADVISE OWNER IMMEDIATELY, VERBALLY, AND IN WRITING OF ANY FUEL OR TOXIC MATERIAL SPILLS ONTO THE

PROJECT AND/OR CONSTRUCTION AREA AND THE ACTION TAKEN TO REMEDY THE PROBLEM.

7. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF THEIR FUELS, MATERIALS AND CONTAMINATED EXCAVATIONS IN A LEGALLY

APPROVED MANNER. NO SEPARATE PAY.

8. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE ENVIRONMENTAL LAWS.

9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATELY MAINTAINED SANITARY FACILITIES.

10. AT COMPLETION OF THE CONTACT, OWNER AND/OR OWNER'S REPRESENTATIVE WITH THE CONTRACTOR SHALL EXAMINE EROSION AND

SEDIMENTATION CONTROL SYSTEM BEFORE RELIEVING CONTRACTOR OF THEIR MAINTENANCE RESPONSIBILITIES.

11. IF EROSION AND SEDIMENTATION CONTROL SYSTEM IS EXISTING FROM PRIOR CONTRACTS, OWNER AND/OR OWNER'S

REPRESENTATIVE WITH THE CONTRACTOR SHALL EXAMINE THE EXISTING EROSION AND SEDIMENTATION CONTROL SYSTEM FOR DAMAGE PRIOR TO CONTRACTOR STARTING CONSTRUCTION OF THE CONTRACT. ANY DAMAGE NOTED AT THIS TIME SHALL BE

REPAIRED AT THE OWNER'S EXPENSE.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR STREET CLEANING, ON A DAILY BASIS, ALL MUD AND DIRT DEPOSITED ON THE EXISTING

PAVEMENT DUE TO THEIR CONSTRUCTION ACTIVITY.

13. IF PAVING CONTRACTOR REMOVES OR PUNCTURES TIMBER GRATE TO ESTABLISH DRAINAGE, INLET MUST BE SURROUNDED BY FILTER

FABRIC FENCE AS SHOWN IN DETAIL ON SHEET [XX].

14. EROSION CONTROL DEVICES AS SHOWN ON THE STORM WATER POLLUTION PREVENTION PLAN FOR THE PROJECT BE INSTALLED PRIOR

TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT.

15. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND CITY OF ROSENBERG.

16. IF THE STORM WATER POLLUTION PREVENTION PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT THEN THE PLAN WILL NEED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED.

17. IF OFF-SITE SOIL BORROW OR SPOIL SITES ARE USED IN CONJUNCTION WITH THIS PROJECT THEN THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE STORM WATER POLLUTION PREVENTION PLAN. OFF-SITE BORROW AND SPOIL AREAS ARE CONSIDERED A PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE CITY OF ROSENBERG EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL APPROVAL OF THE PROJECT.

MANHOLE AND INLET PROTECTION NOTES

1. INLETS AND MANHOLES THAT ARE NOT COMPLETE AND/OR SUBJECT TO CONVEYING STORM WATER FLOWS ARE TO BE PROTECTED TO

PREVENT SEDIMENT FROM ENTERING THE PROPOSED OR EXISTING STORM SEWER SYSTEM.

2. PROTECTION SHALL CONSIST OF ONE LAYER OF 3X12-INCH OAK TIMBERS, 1-INCH APART, COVERED WITH ONE LAYER OF WOVEN

POLYPROPYLENE OR POLYESTER FILTER FABRIC (EXXON GTF 100S, PHILLIPS SUPAC 4WS [UV] OR APPROVED EQUAL) HELD IN PLACE WITH 1/2-INCH STAPLES. TIMBERS SHALL BE HELD IN PLACE WITH TWO 2X4-INCH NAILED SECURELY TO EACH TIMBER OVER THE FILTER FABRIC. THE FILTER FABRIC SHALL EXTEND BEYOND THE PERIMETER OF THE OAK TIMBERS AS TO THE ENSURE 1-FOOT OF BURY

BETWEEN THE MANHOLE AND/OR INLET AND THE SURROUNDING SOIL AS SHOWN.

3. FILTER FABRIC TO BE CLEANED OR REPLACED WHEN IT CEASES TO FUNCTION PROPERLY OR AS DIRECTED BY THE ENGINEER.

4. CONTRACTOR MAY SUBMIT PLANS FOR ALTERNATE METHODS OF PROTECTION. THE ALTERNATE METHODS MUST BE APPROVED PRIOR

TO USE IN THE FIELD.

INSTALLATION SEQUENCE

UTILITY CONTRACTOR

1. INSTALL STABILIZED CONSTRUCTION ACCESS AT START OF CONSTRUCTION.

2. INSTALL INLET PROTECTION BARRIERS FOR EXISTING GRATE AND CURB INLETS.

3. INSTALL SEDIMENT BASIN FACILITY AND INSTALL REINFORCED FILTER FABRIC BARRIERS AT DESIGNATED LOCATIONS.

PAVING CONTRACTOR

4. MAINTAIN EXISTING FACILITIES.

UTILITY CONTRACTOR

5. MAINTAIN INLET PROTECTION BARRIERS FOR EXISTING GRATE AND CURB INLETS UPON COMPLETION OF PAVING.

6. INSTALL REINFORCED FILTER FABRIC BARRIERS ALONG ALL BACK OF CURB UPON COMPLETION OF PAVING.

7. HYDRO-MULCH SEED.

UTILITY AND PAVING CONTRACTORS TO FOLLOW ALL PROTECTION REQUIREMENTS AND COMPLETE ALL FORMS

AS LISTED IN BOUND STORM WATER POLLUTION PREVENTION PLAN.

IPB

IPB

BEGIN RFB

N: 13,825,032.61 E: 3,125,226.79

END RFB

N: 13,825,032.61 E: 3,125,258.41

END RFB

N: 13,825,032.61 E: 3,125,258.41

N: 13,824,989.43 E: 3,125,235.22

BEGIN RFB

N: 13,824,992.38 E: 3,125,213.27

END RFB

N: 13,825,030.30 E: 3,125,137.95

END RFB

N: 13,825,057.38 E: 3,125,147.27

BEGIN RFB

N: 13,825,077.19 E: 3,125,123.95

BEGIN RFB

N: 13,825,063.83 E: 3,125,111.06

45 LF RFB

32 LF RFB

45 LF RFB

32 LF RFB

DRAWN BY:

CK'D BY: SCALE:

DATE:

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

SHEET DESCRIPTION:

SHEET NO:

RB

HARRIS COUNTY TRAFFIC SIGNAL DESIGN

P R

O F

E S

SIO AL

N G

IN

E E

R

E

S T

ATE OF TEX

A

S

N

P R

O F

E S

SIO AL

N G

IN

E E

R

E

S T

ATE OF TEX

A

S

N

LICENSED

112149

RAJASEKHAR BASAVARAJU

SG 2/9/2026

BRAYS BAYOU TRAIL AT SCOTT STREET

PEDESTRIAN HYBRID BEACON

C U s e r s d a v i d O n e D r i v e

T r a n s c e n d E n g i n e e r s

P l a n n e r s L

L C

P r o j e c t s H a r r i s C o u n t y H

C P

S c o t t H

A W

K C i v i t a s C

A D

D C

A D

F i l e s D e s t i n a t i o n T r a i l S

H E

E T

S R

P

M

2/9/2026

WM

WM

36"RCP

"R

C P

"R

C P

LP

36"RCP

"R

C P

36"RCP

I B B

IN

L E

T

R

IM

.5

F L .6

M H

T

J B

T A

T

T

M P C

P E S L P

B .2

' W

A T E

R T

O O D

E E P

U N

A B

L E T

O R

E A

C H B

O T T

O M

36"RCP

U D I#

8" IP STL GALV

16" WTR LINE

120" STM SEWER

U D I#

U D I#

U D I#

U D I#

U D I#

U D I#

U D I#

U D I#

U D I#

U D I#

3+00 4+00 5+00 6+00

SHEET 1 OF 2

PROPOSED TRAFFIC SIGNAL LAYOUT:

100 20

SCOTT STREET

G R

E E

N W

A Y T

R

IA

L

B R

A Y S B

A Y

O U

30'

30' 46'

46'

1 INCH = 20 FT (@ 11X17 SHEET)

1 INCH = 10 FT (@ 22x34 SHEET)

1 INCH = 20 FT (@ 11X17 SHEET)

1 INCH = 10 FT (@ 22x34 SHEET)

WITH PUSH BUTTON

PEDESTRIAN SIGNAL POLE

WITH PUSH BUTTON

PEDESTRIAN SIGNAL POLE

D

A B

C

F

F

A

D

B

F

F

G

C

E

E

A B

SEE NOTE 3

TO BE REMOVED

R1-5b

C D E

HERE

STOP

FOR

HERE

STOP

FOR

GF

X

PROPOSED CONDUIT (TRENCH)

PROPOSED RUN NUMBER

PROPOSED POLE IDENTIFICATION

PROPOSED CONDUIT (BORE)

PROPOSED SMALL SIGN

W/MAST ARM

PROPOSED TRAFFIC SIGNAL POLE

PROPOSED PEDESTRIAN POLE

PROPOSED PEDESTRIAN PUSH BUTTON

PROPOSED PEDESTRIAN SIGNAL HEAD

BACKPLATE

PROPOSED TRAFFIC SIGNAL HEAD WITH

W/CABINET

PROPOSED CONTROLLER

PROPOSED LUMINIAIRE ARM

PROPOSED PULL BOX-TYPE B

PROPOSED POWER PEDESTAL

H

NEW

24" X 36"

R10-6AR

J

STOP

HERE

ON

RED

STOP

HERE

ON

RED

NEW

36" X 36"

W3-4

K

TO STOP

PREPARED

BE

J

H

K

K

J

H

AHEAD

SOLS DESIGN).

AT STA 4+11.73 (CNP TO FINALIZE

THE NEAREST EXISTING OHE POLE

ST 77021 WILL BE CONNECTED TO

METER POLE AT 5404 1/2 SCOTT

AND OPERATIONAL. REMOVAL SHALL BE APPROVED BY CITY OF HOUSTON.

PROTECT-IN-PLACE EXISTING SIGNS. REMOVE SIGNS WHEN THE TRAFFIC SIGNAL IS INSTALLED 3.

PRIOR TO SIGNS BEING ORDERED.

CONTRACTOR TO CONFIRM SIGN DESIGN AND SPELLING WITH CITY OR CITY'S REPRESENTATIVE 2.

PRIOR TO ANY CONSTRUCTION.

CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS (PUBLIC AND PRIVATE)

LOCATION OF UNDERGROUND AND ABOVEGROUND INSTALLATIONS IS APPROXIMATE. IT IS THE 1.

NOTES:

POSTED SPEED LIMITS (MPH)

STREET NAME

SCOTT STREET 35

SPEED

f2 f4

PED

f8

PED

f1+f5 f2+f6 f3+f7 f4+f8

PROPOSED TRAFFIC SIGNAL PHASING

1 2 3 4 f6

USED

NOT

USED

NOT

USED

NOT

USED

NOT

LEGEND

CABINET

CONTROLLER

A

B

C

D

S1

S1

A

B C

D

E

S2

S2 f4 f4

PB

PED

f8 f8

PB

PED

POLE

METER

.0

R

O W

STOP

SPEED

LIMIT

APPARENT R.O.W.

APPARENT R.O.W.

APPARENT R.O.W.

APPARENT R.O.W.

STA 6+23

STA 6+23

TO REMAIN

R1-1

SEE NOTE 3

TO BE REMOVED

R1-5b

TO REMAIN

R2-1

NEW

24" X 36"

R10-6AL

TO REMAIN

W16-7pL

W11-15

TO REMAIN

W16-7pR

W11-15

TO REMAIN

W16-9p

W11-15

SIGN LEGEND

10/33

DATE:

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

SHEET DESCRIPTION:

SHEET NO:

RB

HARRIS COUNTY TRAFFIC SIGNAL DESIGN

P R

O F

E S

SIO AL

N G

IN

E E

R

E

S T

ATE OF TEX

A

S

N

P R

O F

E S

SIO AL

N G

IN

E E

R

E

S T

ATE OF TEX

A

S

N

LICENSED

112149

RAJASEKHAR BASAVARAJU

SG 2/9/2026

BRAYS BAYOU TRAIL AT SCOTT STREET

PEDESTRIAN HYBRID BEACON

C U s e r s d a v i d O n e D r i v e

T r a n s c e n d E n g i n e e r s

P l a n n e r s L

L C

P r o j e c t s H a r r i s C o u n t y H

C P

S c o t t H

A W

K C i v i t a s C

A D

D C

A D

F i l e s D e s t i n a t i o n T r a i l S

H E

E T

S T

P

M

2/9/2026

SHEET 1 OF 1

HIGH VOLTAGE CABLE SCHEMATIC

100 20

SCOTT STREET

1 INCH = 20 FT (@ 11X17 SHEET)

1 INCH = 10 FT (@ 22x34 SHEET)

1 INCH = 20 FT (@ 11X17 SHEET)

1 INCH = 10 FT (@ 22x34 SHEET)

X

PROPOSED CONDUIT (TRENCH)

PROPOSED RUN NUMBER

PROPOSED POLE IDENTIFICATION

PROPOSED CONDUIT (BORE)

PROPOSED SMALL SIGN

W/MAST ARM

PROPOSED TRAFFIC SIGNAL POLE

PROPOSED PEDESTRIAN POLE

PROPOSED PEDESTRIAN PUSH BUTTON

PROPOSED PEDESTRIAN SIGNAL HEAD

BACKPLATE

PROPOSED TRAFFIC SIGNAL HEAD WITH

W/CABINET

PROPOSED CONTROLLER

PROPOSED LUMINIAIRE ARM

PROPOSED PULL BOX-TYPE B

PROPOSED POWER PEDESTAL

SP2 SHALL CONSIST OF: 3#4 AWG THHN WIRE WITH GROUND

2- GREEN

1- RED

1- BLACK

2- WHITE

SP1 SHALL CONSIST OF 6#4 AWG THHN

NOTES:

PHOTO CELL (2#10 AWG THHN)=PC

STREET LIGHTING (2#10 AWG THHN)=SL

SIGNAL POWER (SEE NOTES)=SP

BARE GROUND LIGHTING #12 AWG THHN=BGL

BARE GROUND #8 AWG SOLID=BG

BARE BOND #8 AWG SOLID=BB

#14 AWG SOLID CONDUCTOR CABLE=CC

NUMBER OF CABLES (SIGNAL)=(X)

NUMBER, SIZE AND TYPE OF CONDUIT=(X)Y^C

(1) 2" PVC

(1) SP1

(2) SL

(1) BGL

(1) BG

(3) 4" PVC

(1) 2" PVC

(1) 3" PVC

(1) 3" PVC

(1) 2" PVC

(1) 4" PVC

(1) 4" PVC

(2) 7CC

(1) 5CC

(1) 3CC

(1) BGL

(1) BB

(1) PC

(4) 7CC

(2) 5CC

(2) 3CC

(1) BGL

(1) BB

(2) SL

(1) PC

(2) 7CC

(1) 5CC

(1) 3CC

(1) BGL

(1) BB

(1) SL

(1) PC (2) 7CC

(1) BGL

(1) BB

(1) SL

(1) PC

(1) 5CC

(1) 3CC

(1) BB

(1) 5CC

(1) 3CC

(1) BB

(1) 2" PVC

(1) SP2

(1) BG

LEGEND

HIGH VOLTAGE CIRCUIT

CABINET

CONTROLLER

POLE

METER

A

B

C

D

S1

S1

A

B

C

D

E

S2

S2

WITH PUSH BUTTON

PEDESTRIAN SIGNAL POLE

WITH PUSH BUTTON

PEDESTRIAN SIGNAL POLE

12/33

DATE:

NO. REVISIONS DATE NAME

SAXET

Y T

NUOCSIRR

A H

PROJECT TITLE:

HARRIS COUNTY

ENGINEERING DEPARTMENT

SHEET DESCRIPTION:

SHEET NO:

RB

HARRIS COUNTY TRAFFIC SIGNAL DESIGN

P R

O F

E S

SIO AL

N G

IN

E E

R

E

S T

ATE OF TEX

A

S

N

P R

O F

E S

SIO AL

N G

IN

E E

R

E

S T

ATE OF TEX

A

S

N

LICENSED

112149

RAJASEKHAR BASAVARAJU

SG

BRAYS BAYOU TRAIL AT SCOTT STREET

PEDESTRIAN HYBRID BEACON

C

T X

D O

T \D e s ig n D a ta

\H C

D e s ti n a ti o n T r a il

H A

W K

\S H

E E

T S

\0 T

R N

S D

S

C O

T T

D

R D

E S

T N

T

R L

Q

U A

N T

I T

I E

S .d g n

P

M

BASIS OF ESTIMATE - NTP-2

N/A

1/ /2026QUANTITY SUMMARY (1 OF 1) 26

CITY OF HOUSTON ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES

16710-200 TYPE B PULL BOX WITH GRAVEL AND GROUND ROD EA 3

16711-205 2-INCH PVC SCH.80 UNDERGROUND, EARTH LF 60

16711-305 3-INCH PVC SCH.80 UNDERGROUND, EARTH LF 20

16711-405 4-INCH PVC SCH.80 UNDER PAVEMENT, BORE LF 80

16711-406 4-INCH PVC SCH.80 UNDER PAVEMENT, EARTH LF 30

16715-300 3-SECTION VEHICLE SIGNAL HEAD ASSEMBLYASSEMBLY, ALL HARDWARE EA 4

16719-100 COUNTDOWN PEDESTRIAN SIGNAL MODULE EA 2

16720-300 3/C-#14 AWG SOLID CABLE LF 158

16720-505 5/C-#14 AWG SOLID CABLE LF 168

16720-705 7/C-#14 AWG SOLID CABLE LF 284

16730-130 ITS CONTROLLER CABINET ASSEMBLY (MODEL 346) INCLUDING FOUNDATION AND APRON EA 1

16731-100 MODEL 2070 CONTROLLER UNIT EA 1

16732-100 UNINTERRUPTIBLE POWER SUPPLY EA 1

16733-100 HARDENED ETHERNET SWITCH EA 1

16739-100 BLUETOOTH EQUIPMENT EA 1

16750-100 ACCESSIBLE PEDESTRIAN PUSH BUTTON STATION EA 2

2582-105 4 INCH POLE, ALL STYLES, WITH FOUNDATION EA 1

2582-202 30-FOOT GALVANIZED MAST ARM POLE WITH FOUNDATION EA 2

2590-100 TRAFFIC SIGNAL POLE LUMINAIRE EA 2

2762-100 REMOVE OF RAISED PAVEMENT MARKING ALL TYPES LS 1

2762-205 BLAST CLEANING OF PAVEMENT MARKINGS (4-INCH LINES) LF 210

2762-208 BLAST CLEANING OF PAVEMENT MARKINGS (24-INCH LINES) LF 152

2764-200 RAISED REFLECTIVE PAVEMENT MARKER, DOUBLE-SIDED (WHITE OR YELLOW) EA 14

2767-100 REFLECTORIZED PAINT ON 6-INCH CURB, WHITE OR YELLOW LF 50

2767-200 GREEN COLORED PAVEMENT MARKING SF 64

2767-405 THERMOPLASTIC PAVEMENT MARKING (4-INCH-WIDE) WHITE OR YELLOW LF 136

2767-409 THERMOPLASTIC PAVEMENT MARKING (24-INCH-WIDE) WHITE OR YELLOW LF 120

2893-100 ELECTRICAL SERVICE POLE ASSEMBLY EA 1

2893-300 REMOVE AND SALVAGE EXISTING TRAFFIC SIGNAL EQUIPMENT EA 2

** BARE GROUND LIGHTING #12 AWG THHN LF 84

** PHOTO CELL (2#10 AWG THHN) LF 168

** STREET LIGHTING (2#10 AWG THHN) LF 179

** NO COH ITEM NUMBERS ARE AVAILABLE

HARRIS COUNTY BID ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES

292 FURNISH AND INSTALL #4 AWG, XHHW (STRANDED) WIRE LF 189

295 FURNISH AND INSTALL #8 AWG, BARE COPPER (SOLID) WIRE WITH GROUNDING HARDWARE LF 200

PEDESTRIAN HYBRID BEACON FOR DESTINATION TRAIL BRAYS BAYOU TRAIL AT SCOTT STREET

2/9/2026

SIGNAL QUANTITY SUMMARY

14/33

1/21/2026 32