Bright_Star_Rd _ Bright_Star_Connector_SGL_Pl.pdf

8. WHEN REMOVED, EXISTING EQUIPMENT SHALL BE DISPOSED OF.

DOUGLASVILLE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE.

COUNTYT TRAFFIC OPERATIONS DIVISION MANAGER AND

7. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE DOUGLAS

BY THE ENGINEER.

INTERCONNECT CABLE TO THE POLES UNLESS OTHERWISE DIRECTED

EXISTING UTILITY TIMBER POLES WHEN ATTACHING SPAN WIRE OR

6. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW GUYS ON

CAUSE ANY PART OF THE SIGNAL OPERATION TO BE INOPERABLE.

OF NEW SIGNAL EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR

THE PROJECT DURING THE INTERIM PERIOD THROUGH INSTALLATION

INCLUDING TEMPORARY SUPPORT POLE LOCATION(S) REQUIRED BY

FOR ALL TRAFFIC SIGNAL AND/OR CONTROL SYSTEM ADJUSTMENTS,

5. THE CONTRACTOR SHALL BE RESPONSIBLE

OFFICE OF UTILITIES FOR ALL "MAKE READY" WORK.

ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE

PLACEMENT OF THE SIGNAL HEADS SHALL BE RETAINED AS SHOWN

CLEARANCES FROM EDGE OF PAVEMENT SHALL BE MAINTAINED.

ACCEPTABLE TO AVOID UNDERGROUND UTILITIES. MINIMUM

MAXIMUM OF 5 FEET), IN LOCATION OF NEW SIGNAL POLES, ARE

AT THE DISCRETION OF THE ENGINEER, MINOR SHIFTS, (UP TO A

VICINITY OF NEW TRAFFIC SIGNAL POLES PRIOR TO ORDERING.

4. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN

TO THE CONTROL CABINET.

THE DETAIL SHEET, DETECTORS SHALL HAVE SEPARATE LEAD-INS

3. SHIELDED CABLE WILL BE USED FOR DETECTOR RUNS AS SHOWN ON

MEASURED HORIZONTALLY BETWEEN CENTERS OF SIGNAL FACES.

HEADS TO TOP OF ROAD SURFACE AND A MINIMUM OF 8 FEET

BUT NO MORE THAN 19 FEET CLEARANCE FROM BOTTOM OF SIGNAL

2. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 FEET

DEVICES, CURRENT EDITION.

APPROPRIATE PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL

SHALL COMPLY WITH THE CURRENT GDOT SPECIFICATIONS.

ON THE PLANS, AT NO ADDITIONAL COST TO THE DEPARTMENT. RE-INSTALLATION

18. THE CONTRACTOR SHALL RELOCATE ANY EXISTING EQUIPMENT NOT NOTED

REPLACED SHALL BE PAID FOR IN THE TRAFFIC CONTROL LUMP SUM ITEM.

17. ALL TRAFFIC MARKING, SYMBOLS OR STRIPING TO BE REMOVED AND/OR

SHALL BE MADE TO THE CONTRACTOR FOR EROSION CONTROL.

BE INCLUDED IN THE OVERALL BID PRICE. NO ADDITIONAL PAYMENTS

AND GUIDELINES. THE COST SHALL BE CONSIDERED INCIDENTAL AND

MEASURES TO ENSURE COMPLIANCE TO ALL STATE AND FEDERAL LAWS

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL

REMOVED, DAMAGED OR DESTROYED, DUE TO CONTRACTOR'S ACTIVITY.

LINES, STORM DRAIN PIPES, MASONRY WALLS AND PAVING THAT IS

SIGNS, GUARDRAILS, LANDSCAPING, GRASSINGS, UTILITY SERVICE

DITCH PAVING, CURBING, SIDEWALK, GUTTER, SLOPE PAVEMENT,

SEPARATE EXPENSE TO THE COUNTY, ANY BARRIER WALL, FENCE,

15. THE CONTRACTOR SHALL REPLACE IN KIND AND SIZE, AT NO

RAMPS SHALL BE INCLUDED IN THE SIDEWALK PAY ITEM.

14. SAWCUTS AND REMOVAL OF ALL CONCRETE ASSOCIATED WITH CURB CUT

FROM EXISTING UTILITIES.

PROVIDE REQUIRED SIGNAL HEAD MOUNTING HEIGHTS AND CLEARANCE

ATTACHMENT HEIGHTS SHALL BE FIELD DETERMINED BY INSTALLER TO

PROVIDED AS GENERAL GUIDELINES TO INSTALLER, ACTUAL

13. PROPOSED SIGNAL SUPPORT WIRE ATTACHMENT HEIGHTS ON POLES ARE

WITH CURRENT GDOT STANDARDS.

ARE NOT REMOVED OR RELOCATED SHALL BE REPLACED IN ACCORDANCE

12. ALL EXISTING STOP BARS, WORDS, ARROWS AND CROSSWALKS THAT

REQUIRED BY THE CONTRACTOR, NOTED PRIOR TO FINAL ACCEPTANCE.

DEMONSTRATION OF NETWORK CAPABILITIES ON COUNTY NETWORK IS

BY DOUGLAS COUNTY, OR VIA FIBER, PER THE GDOT STANDARDS.

ETHERNET NETWORKS FROM EXISTING CELLULAR MODEMS, PROVIDED

11. THE INSTALLATIONS SHALL BE CAPABLE OF MONITORING OVER

PROCEDURES OUTLINED IN THE GDOT SPECIFICATION.

SIGNAL INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW

10. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY

STRAIN POLE AND MAST ARM POLE FOUNDATION SHEET.

9. FOR STRAIN POLE FOUNDATION SIZE AND REINFORCEMENT, SEE

GENERAL NOTES - TRAFFIC SIGNALS

RESPONSIBILITY OF THE CONTRACTOR.

OF THE LOOPS DAMAGED DURING CONSTRUCTION SHALL BE THE

WITH COUNTY APPROVAL. ALL COSTS ASSOCIATED WITH THE REPLACEMENT

VIDEO, MAY TEMPORARILY BE USED (WITHIN THE SAME TIME FRAMES),

IF NOT FEASIBLE, OTHER FORMS OF DETECTION, SUCH AS RADAR OR

LOW 28 DAYS 28 DAYS 28 DAYS

MEDIUM 14 DAYS 14 DAYS 28 DAYS

CRITICAL / HIGH 5 DAYS 5 DAYS 28 DAYS

RATING DETECTION DETECTION DETECTION

PRIORITIZATION LEFT-TURN STREET PRESENCE SET-BACK

STATE ROUTE MAINLINE / SIDE-

FOLLOWING ROUTE PRIORITIZATION RATING:

OPERATION WITHIN THE FOLLOWING TIME FRAMES, BASED ON THE

MAINTENANCE PROJECT SHALL BE REPLACED AND RETURNED TO FULL

OR DESTROYED AS PART OF A CONSTRUCTION, REHABILITATION, OR

THE DURATION OF THE PROJECT. EXISTING LOOPS THAT ARE REMOVED

21. THE CONTRACTOR SHALL MAINTAIN EXISTING DETECTION THROUGHOUT

THE CITY OF DOUGLASVILLE.

THE CONTRACTOR WILL COMPLETE A TRANSFER OF UTILITY COST TO

OPERATION, FOR 30 DAYS. UPON COMPLETION OF THE TEST PERIOD,

HAS SATISFACTORILY COMPLETED A TEST PERIOD OF UNINTERRUPTED

SUPPORT DEVICES, UNTIL THE NEW TRAFFIC SIGNAL INSTALLATION

COMMUNICATION SERVICE TO THE TRAFFIC SIGNAL INSTALLATION AND

20. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MONTHLY POWER AND

RESPECTIVE UTILITY REQUIRES PAYMENT FOR INSTALLATION.

THEIR BID PRICE, FOR THAT TRAFFIC SIGNAL INSTALLATION IF THE

THE RESPONSIBLITY OF THE CONTRACTOR TO INCLUDE AS PART OF

TRANSFORMER IS REQUIRED FOR TRAFFIC SIGNAL EQUIPMENT, IT IS

SYSTEMS AND/OR CCTV CAMERAS ON THIS PROJECT. IF A UTILITY

COMMUNICATIONS SERVICES FOR TRAFFIC SIGNAL, VIDEO DETECTION

WITH MODIFYING EXISTING AND ESTABLISHING NEW POWER AND

19. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED

27-0000

PROPOSED TRAFFIC SIGNAL

BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR

SIGNAL PLANS

0015145

- NO SCALE -

TRAFFIC OPERATIONS

OFFICE OF

REVISION DATES

12/17/2025

DanielJean

GPLOT-ORD

gplotborder-ORD-PO.tbl

0000000_27-0002_GENERAL NOTES.dgn

3:26:47 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SIGNAL HEAD

PROPOSED

SIGNAL HEAD

EXISTING

SIGNAL HEAD

RELOCATED

SIGNAL HEAD

PEDESTRIAN

(CLUSTER) SIGNAL HEAD

PROPOSED 5-SECTION

SIGNAL HEAD

PROPOSED 4-SECTION

SIGNAL LEGEND DETECTION LEGEND

PROPOSED MAGNETOMETER PROPOSED RADAR

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

RETROREFLECTIVE TAPE ON BACKPLATES

LED SIGNAL HEADS W/

BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR

TRAFFIC SIGNAL PLAN

DOUGLAS COUNTY

PHASING DIAGRAM

01/ 02/ 03/ 04/

05/ 06/ 07/ 08/

W W

W W

W

W

W

W

OMITOMITOMIT

BrightStarConn

BrightStarConn

12"

12"

12"

12"

12"

12"

12"

12"

BrightStarRd

SIGNAL PLANS

R

G

Y Y

R

G

G

Y

GPLN

30 120

SCALE IN FEET

0 60 27-0002

0015145

REVISION DATES

2/26/2026

DanielJean

GPLOT-ORD

SG002_Bright_Star_Sheet.dgn

11:28:23 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

DATE SUBMITTED: 2/26/2026

Marietta, GA 30060 27 N Fairground St. NE www.lumin8.com

Phone: 678.423.0050

OVERHEAD STREET NAME SIGNS

2,3,4,6

P2,P3,P4,P6

D3-1(1)

D3-1(3)

D3-1(2)

REGULATORY SIGNS

24" X 30"

R560-5 30" X 36"

R12-5A

W3-3

36" X 36"

POST-MOUNTED SIGNS

D3-1(1)

84" X 18"

D3-1(3)

120" X 18"

D3-1(2)

120" X 18"

- PULL BOX (1), TP 2

- SINGLE PUSH BUTTON STATION AND SIGN, R10-3E

- SINGLE PED HEAD CONFIGURATION, P3

- PEDESTRIAN POLE

INSTALL:

- CONDUIT, TP2 (2) 2" (20 GLF)

- TRENCH,(10LF)

- PULL BOX (1), TP 2

- SINGLE PUSH BUTTON STATION AND SIGN, R10-3E

- SINGLE PED HEAD CONFIGURATION, P2

- PEDESTRIAN POLE

INSTALL:

UTILITY POLE

EXISTING

R560-5

INSTALL

TO BE REMOVED

R1-2

EXIST.

FROM PROPOSED STOP BAR

@ 350' UPSTREAM

W3-3

INSTALL

R560-5

INSTALL R560-5

R560-5

INSTALL

FROM PROPOSED STOP BAR

@ 350' UPSTREAM

W3-3

INSTALL

FROM PROPOSED STOP BAR

@ 350' UPSTREAM

W3-3

INSTALL

R560-5

INSTALL

- CONDUIT, NM, TP 2, 2-1"

- DIRECTIONAL BORE 5", 10 LF

- DUAL PUSH BUTTON STATION AND SIGNS, R10-3E

- DUAL PED HEAD CONFIGURATION, P4 & P6

- PEDESTRIAN POLE

INSTALL:

- CONDUIT, GRS,2", (1), (100 GLF)

- CONDUIT, TP 3, (3) 2" (300 GLF)

- DIRECTIONAL BORE 9", 100 LF

INSTALL:

- CONDUIT, GRS, 2", (1)

- CONDUIT, NM, TP 2, 2-1"

- CONDUIT, NM, TP 2, 3-2"

-TREMCH, 10 LF

- PULLBOX (1),TP3

- POWER SERVICE DISCONNECT

- 10' LUMINAIRE W/ LUMINAIRE (2 EA)

- W/55'AND 65' MAST ARMS

- TP IV STEEL STRAIN POLE,

INSTALL:

- CONDUIT,TP 3,(3) 2"(390 GLF)

- DIRECTIONAL BORE 7",130 LF

INSTALL:

- CONDUIT, GRS, 2" (1), (100 GLF)

- CONDUIT, TP 3, (2) 2" (200 GLF)

- DIRECTIONAL BORE 6", 100 LF

INSTALL:

- CONDUIT, NM, TP 2, 2-1"

- CONDUIT, NM, TP 2, 3-2"

- POWER SERVICE DISCONNECT

- 10' LUMINAIRE W/ LUMINAIRE (1 EA)

- W/55'AND 65' MAST ARMS

- TP IV STEEL STRAIN POLE,

INSTALL:

- PULLBOX, TP 3

- POWER SERVICE DISCONNECT

- WIRELESS COMMUNICATION MODEM

CABLES, & PROCESSORS (ETHERNET CAPABLE) CONECTION CARD

- INTERSECTION VIDEO DETECTION SYSTEM, CAMERAS (4 EA),

- MODEL SAFETRAN COBALT RACK MOUNT CONTROLLER

- MODEL HYBRID 332 CABINET & BASE W/ BATTERY BACKUP SYSTEM

INSTALL:

VDS 2

VDS 4

- CONDUIT, NM, TP 2, 2-1"

- TRENCH, 5 LF

- DUAL PUSH BUTTON STATION AND SIGNS, R10-3E

- DUAL PED HEAD CONFIGURATION, P4 & P2

- PEDESTRIAN POLE

INSTALL:

VDS 1

- CONDUIT, TP2 (2) 2" (30 GLF)

- DIRECTIONAL BORE, 5" (15 LF)

- PULL BOX (1), TP 2

- SINGLE PUSH BUTTON STATION AND SIGN, R10-3E

- SINGLE PED HEAD CONFIGURATION, P6

- PEDESTRIAN POLE

INSTALL:

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS

R10-3E(L)

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS

R10-3E(R)

TIMER

TO FINISH CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

TIMER

TO FINISH CROSSING

TIME REMAINING TIME REMAINING0808

9" X 15"9" X 15"

PUSHBUTTON SIGNS

PEDESTRIAN

- CONDUIT, TP2 (2) 2" (20 GLF)

- TRENCH, (10LF)

- PULL BOX (1), TP 3

- SINGLE PUSH BUTTON STATION AND SIGN, R10-3E

- SINGLE PED HEAD CONFIGURATION, P3

- PEDESTRIAN POLE

INSTALL:

FOR POWER FROM UTILITY POLE TO 4' PEDESTAL

- CONDUIT, GRS, 2" (10 LF)

- TRENCH,(10 LF)

- PULLBOX (1), TP 2

- PEDESTAL POLE, 4' (FOR POWER METER)

INSTALL:

- CONDUIT, TP 2, (1) 2" (125 GLF)

FOR POWER SERVICE TO CABINET

- CONDUIT, GRS, 2" (125 GLF)

- DIRECTIONAL BORE 5", 125 LF

INSTALL:

- CONDUIT, GRS, 2" (1), (30 GLF)

- CONDUIT, TP2 (2) 2" (60 GLF)

- TRENCH,(30 LF)

INSTALL:

VDS 3

D3-1(1)

(PER GDOT DETAIL A-3)

WITH RED TRUNCATED DOMES

ADA RAMP TYPE B

RED TRUNCATED DOMES AS DETECTABLE WARNING SURFACES.

- ALL ADA RAMPS SHALL BE TYPE B AND SHALL HAVE

- THE UPS BATTERY BACKUP SYSTEM SHALL BE MULTILINK.

- ALL VIDEO DETECTION CAMERAS SHALL BE ITERIS.

SHALL BE IN COLOR BLACK.

- ALL SIGNAL MAST-ARM (ARMS & POLES), PED POLES, PED HEADS, AND PED BUTTON BRACKETS

NOTE:

R12-5A

3A,4A1

6P

6P

2P

4P

3P

3P

3A

4A

2P

4P

EXIST R/W

EXIST R/W

R

IP

RA

P

T

YP

E

PR

O

P

GD

O T

H

Y D

W M

B F

P

BB

L

(40 MPH) L1

BRIGHT STAR ROAD

L2

L

B R

IG

H

T S

T A

R C

O N

N E

C T

O R

BRIGHT STAR ROAD

(40 MPH)

(4 M

P H

L6

REQUIRED R/W

EXISTING R/W

EXISTING R/W

REQUIRED R/W

EXISTING R/W

EXISTING R/W

REQUIRED R/W

EXISTING R/W

FUTURE R/W

H

Y D

W M

B F

P

F H

F H

W V

W V

PROP R/W

PROP R/W

EXIST R/W

EXIST R/W

R

IP

RA

P

T

YP

E

PR

O

P

GD

O T

OVERHEAD STREET NAME SIGN PANEL DETAILS

WITH WHITE REFLECTORIZED LEGENDS, BORDERS AND ARROWS.

3. SIGNS SHALL HAVE STANDARD REFLECTORIZED INTERSTATE GREEN BACKGROUND

2. EACH SIGN SHALL BE MADE OF ONE CONTINUOUS PIECE OF ALUMINUM.

1. EACH SIGN SHALL CONTAIN A MINIMUM OF TWO (2) HANGERS OR BRACKETS.

OVERHEAD STREET NAME SIGN GENERAL NOTES:

27-0002A

TRAFFIC SIGNAL PLANS

OVERHEAD SIGN DETAILS

BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR

DOUGLAS COUNTY

STREET NAME SIGN (D3-1) PANEL #3

BrightStarRd

3 34 4 23 4 13 3

STREET NAME SIGN (D3-1) PANEL #1

STREET NAME SIGN (D3-1) PANEL #2

D3-1(1)

D3-1(3)

18 X 84

18 X 120

21.00

51.00

15.001

CODE SQUARE FEET

SIGNS - TYPE 2 MAT'L, REFL SHEETING TYPE 11

QUANTITYSIZE (INCHES)

SUMMARY OF QUANTITIES FOR OVERHEAD STREET NAME SIGN SHEETING

LOCATION:

TOTAL

WB & EB

NB

SB D3-1(2) 18 X 120 1 15.00

StarBright Conn

4 14

5 34 4 24 4 27 4

4 3

- NO SCALE -

ConnBrightStar

4 34 5 24 4 27

4 14 4

3 4

0015145

REVISION DATES

12/27/2025

DanielJean

GPLOT-ORD

0000000_27-0003_OVERHEAD SIGN DETAILS.dgn

12:21:09 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

DATE SUBMITTED: 12/27/2025

Marietta, GA 30060 27 N Fairground St. NE www.lumin8.com

Phone: 678.423.0050

02-26-2026

UNIT QUANTITY

A. CONTROLLER UNIT, MODEL SAFETRAN COBALT "MODEL C" - RACK MOUNT EA 1

F. SWITCH PACK (Load Switch) EA 13

G. DC ISOLATOR EA 2

H. VIDEO DETECTOR, 2 CHANNEL EA 10

L. 2010 SIGNAL MONITOR, TYPE A (Ethernet) EA 1

BATTERY BACKUP SYSTEM (BBS) - EXTERNAL MOUNTED, CABINET (PER GDOT SPEC) MULTILINK EA 1

MODEL 332 "HYBRID CABINET" w/ PREFABRICATED CONTROLLER CABINET BASE & BBS EXTENSION EA 1

PED LEAD-IN WIRE (SHIELDED, TWISTED/1000 FT): REEL 3

No. 18 AWG, 3-PAIR, PER. GDOT SPEC.

SIGNAL CABLE (STRANDED/1000 FT): REEL 3

No. 14 AWG, 7-CONDUCTOR, PER. GDOT SPEC.

ONE WAY, 3-SECTION, 12 IN LED SIGNAL HEAD, PLATIC, w/ INCANDESCENT MODULES (YELLOW HOUSING W/ BLACK FRONT) EA 4

ONE WAY, 4-SECTION, 12 IN LED SIGNAL HEAD (T-SHAPED), PLATIC, w/ INCANDESCENT MODULES (YELLOW HOUSING W/ BLACK FRONT) EA 3

BACK PLATE FOR ONE-WAY, 3-SECTION, 12 IN SIGNAL HEAD, ABS PLASTIC, BLACK w/ 2 IN TP IX RETROREFLECTIVE STRIP EA 6

BACK PLATE FOR ONE-WAY, 4-SECTION (T-SHAPED), 12 IN SIGNAL HEAD, ABS PLASTIC, BLACK w/ 2 IN TP IX RETROREFLECTIVE STRIP EA 3

HARDWARE FOR MAST ARM MOUNTING EA 7

1-SECTION, 16" x18" LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, FULL HAND/MAN OVERLAP EA 8

9" HIGH Numbers & 12" HIGH Symbols

PEDESTRIAN PUSH BUTTON STATION, ONE-WAY BRACKET ASSEMBLY: EA 4

9" x 15", w/ Single Push Button Station Adapter for 4" Dia Pedestrian Pole, Adjustable

PEDESTRIAN PUSH BUTTON STATION, TWO-WAY BRACKET ASSEMBLY: EA 2

9" x 15", w/ Double Push Button Station Adapter for 4" Dia Pedestrian Pole, Adjustable

PEDESTRIAN PUSH BUTTON & ADA COMPLIANT SIGN: EA 8

9" x 15", R10-3e, (L)eft or (R)ight Countdown & Bulldog Type Push Buttons EA 8

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, ONE-WAY BRACKET ASSEMBLY EA 4

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, TWO-WAY BRACKET ASSEMBLY EA 2

PEDESTAL POLE 10' & BASE EA 6

PEDESTAL POLE 4' & BASE (FOR UTILITY POWER) EA 1

PULLBOX, TP 2 EA 3

PULLBOX, TP 3 EA 4

IP ADDRESSABLE VIDEO CAMERA DETECTION EA 4

CONDUIT, NONMETAL, TP 2, 1 IN LF 445

CONDUIT, NONMETAL, TP 2, 2 IN LF 1245

RIGID RISER W/ WEATHERHEAD, 2 IN (30 FT) EA 2

R3-4 SIGN EA 1

36" x 36", "No U-Turn" Sign w/ Span Wire Mounting Bracket

R560-5 SIGN EA 5

R12-5A SIGN EA 1

30" x 36", "Left Turn Yield On Flashing Yellow w/ Mast-arm Mounting Bracket

ADVANCE SIGNAL HEAD (W3-3) SIGN EA 4

ITEM NO. ADDITIONAL PAY ITEMS & DECRIPTION UNIT QUANTITY

636-1033 HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 11 SF 51

639-3004 STEEL STRAIN POLE, TP IV w/ 55 FT & 65 FT MAST ARMS w/ 10' LUMINAIRE ARM EA 2

647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 LS 1

680-5260 LUMINAIRE BRACKET ARM, 10 FT ARM EA 3

680-6130 LUMINAIRE, TP 3, 40 W, LED EA 3

682-6110 CONDUIT, RIGID, 2 IN (FOR POWER SERVICE) LF 40

939-5010 ELECTRICAL POWER SERVICE ASSEMBLY (AERIAL SERVICE POINT) EA 1

682-9950 DIRECTIONAL BORE, 5 IN LF 150

682-9950 DIRECTIONAL BORE, 7 IN LF 230

DIRECTIONAL BORE, 9 IN LF 100

682-9950 TRENCH LF 70

WIRE

TRAFFIC SIGNAL CABINET ASSEMBLIES, PER GDOT SPEC.

LIST OF MATERIALS PAID FOR AS PART OF 647-1000 LUMP SUM PAY ITEM

PULLBOXES

CONDUIT

REGULATORY SIGNS

MISCELLANEOUS

VEHICLE DETECTION

SIGNAL HEADS

PEDESTRIAN SIGNALS

FOR INFORMATION PURPOSES ONLY (REVISED 10/22/13)

TRAFFIC SIGNAL INSTALLATION

LOCATION: DUGLAS COUNTY - BRIGHT STAR RD @ BRIGHT STAR CONNECTOR

LIST OF MATERIALS

PROJECT NUMBER: 25-20-2165