Project Information

Bid Title

Purchase of Mast Arms and Parts

Issuing Agency

Gwinnett County

Location

Georgia

Published Date

Apr 22, 2026

Closing Date

Apr 29, 2026

Government Level

State & Local

Status

Closed

Ref. #

IWQ 1-04222026 INV

Original Source

Join to Access Full Details

Bid Inquiries

Join to Access Full Details

Bid Documents

Join to Access Full Details

Project Description

IWQ 1-04222026 INV

Purchase of Mast Arms and Parts

Buyer Contact : michael.milstein@gwinnettcounty.com

Opening Date : 04/29/2026 03:00 PM EST

Attachment Preview

Date: April 22, 2026

Quote Number:

IWQ 1-04222026

Quotes Should Be

Received By: 4:00 P.M. on

April 29, 2026

Informal Written Quotations are being solicited from qualified suppliers for the following item(s). Informal Written Quotations may be returned via: Email:

michael.milstein@gwinnettcounty.com; Fax: 770-822-8728 or Gwinnett County Department of Financial Services, Purchasing Division, 75 Langley Drive,

Lawrenceville, Georgia, 30046, Attn: Michael Milstein.

DELIVERY FOB DESTINATION PREPAID AND ALLOWED TO: 620 Winder Hwy, Lawrenceville, GA 30045. Attn: Dustin Phillips.

ITEM # QTY.

DESCRIPTION

DELIVERY ARO

MANUF. & NO.

Unit Price

STEEL STRAIN POLE, TP IV W/ 40' MAST

1.

1 ARM, SMOOTH BLACK FINISH (GDOT

ITEM#639-3004)

STEEL STRAIN POLE, TP IV W/ 45' MAST

2.

1 ARM, SMOOTH BLACK FINISH (GDOT

ITEM#639-3004)

STEEL STRAIN POLE, TP IV W/ 50' MAST

3.

1 ARM, SMOOTH BLACK FINISH (GDOT

ITEM#639-3004)

STEEL STRAIN POLE, TP IV W/ 65' MAST

4.

1 ARM, SMOOTH BLACK FINISH (GDOT

ITEM#639-3004)

$

$

$

$

$

$

$

$

Quote Total $

*This does IWQ does not need installation services.

*Please provide materials that are in line with the GDOT current specifications.

*Price quote shall be for the pole, hardware, and anchor bolts.

Total Price

Company Name_____________________________________________________________________________________________________________________________________

IWQ 1-04222026

FAILURE TO RETURN THIS PAGE AS PART OF YOUR BID DOCUMENT MAY RESULT IN REJECTION OF BID.

QUOTE SCHEDULE CONTINUED

Page 2

Certification of Non-Collusion in Quote Preparation

Signature

Date

In compliance with the attached specifications, the undersigned offers and agrees, within ninety (90) days of the date of quote opening, to furnish any or all of the

items upon which prices are quoted, at the price set opposite each item, delivered to the designated point(s) within the time specified in the quote schedule. By

submission of this quote, I understand that Gwinnett County uses Electronic Payments for remittance of goods and services. Vendors should select their preferred

method of electronic payment upon notice of award. For more information on electronic payments, please refer to the Electronic Payment information in the

instructions to vendors.

Legal Business Name

Complete Address

Does your company currently have a location within Gwinnett County? Yes No

Representative Signature

Printed Name

Telephone Number

E-mail Address

IWQ 1-04222026

Page 3

FAILURE TO RETURN THIS PAGE AS PART OF YOUR QUOTE DOCUMENT MAY RESULT IN REJECTION OF QUOTE.

QUOTE SCHEDULE CONTINUED

REFERENCES

Gwinnett County requests a minimum of three (3) references where work of a similar size and scope has been completed.

Note: References should be customized for each project, rather than submitting the same set of references for every

project bid. The references listed should be of similar size and scope of the project being bid on. Do not submit a project

list in lieu of this form.

1.

Company Name

Brief Description of Project

Completion Date

Contract Amount $

Start Date

Contact Person

Telephone

E-Mail Address

2.

Company Name

Brief Description of Project

Completion Date

Contract Amount $

Contact Person

E-Mail Address

Start Date

Telephone

3.

Company Name

Brief Description of Project

Completion Date

Contract Amount $

Contact Person

E-Mail Address

Start Date

Telephone

Company Name

3/13/2026

$$

GPLN-CE

11/05/2020

6:12:30 PM GPLOT-ORD

HogMtnRd-1 - 27-0003.dgn

gplotborder-ORD.tbl

PHASING DIAGRAM

INSTALL:

PEDESTAL POLE, 10 FT

LED COUNTDOWN PEDESTRIAN SIGNALS (P2)

INSTALL:

R3-7R SIGN

/01

0/2

/03

W 0/4

TYPE B PUSHBUTTON STATIONS:

ACCESSIBLE PEDESTRIAN DETECTION STATIONS

W

W

CONDUIT, NM,TP 2,2-2"(80LF)&1-1"(40 LF)

PULLBOX,TP 2

/05

/06

/07

W

/08

INSTALL:

STEEL STRAIN POLE,TP IV W/50' MAST ARM

(HOG MTN RD STA. 7+26.28, LT 37.4')

RADAR DETECTION SYSTEMS (RDS 2A/2B)

OMIT

W

OMIT OMIT

W

CONDUIT,NM,TP 2,3-2"(30LF)& 2-1"(20 LF)

INSTALL:

332L CABINET & BASE W/ UPS EXTENSION

2070LX CONTROLLER

UNINTERRUPTABLE POWER SUPPLY

WIRELESS SYSTEM, TYPE 4-CB

FIELD SWITCH, TYPE E-CB-1RU

ROUTE CAT-6 CABLE FROM CCTV TO SIGNAL CABINET

ROUTE CAT-6 CABLE FROM CVRSU TO SIGNAL CABINET

CONDUIT, NONMETAL, TP 2, 6-2" (60 LF)

& 3-1" (30 LF)

PULLBOX, TP 5

INSTALL:

PEDESTAL POLE, 5FT,

POWER DISCONNECT BOX

EXIST. R/W

POWEP RLSERVICE CONDUIT NM,TP3,1-2"(15 LF)

TO CABINET

INSTALL:

CONDUIT NM,TP3,1-2" (112LF)

IN 3"DIRECTIONAL BORE (112LF) TO

HOG

SPEED

L MI OMUINTTA=IN 40RM DPH

POWER DISCONNECT

PB

PB

SIGN A

RDS 4A/4B

R10-11B

D3-1(#2)

RDS 1/6A/6B

R1

INSTALL:

W3-3 SIGN W/ W16-8P (#1) SIGN

305' IN ADVANCE OF STOP BAR

INSTALL:

PULLBOX,TP2,ELEC

INSTALL:

POWER SERVICE CONDUIT,NM,TP3,1-2" (80LF) TO

IN 3" DIRECTIONAL BORE (80LF)

INSTALL (ON EXISTING POWER SOURCE):

RIGID RISER, 1-2" (30 LF)

PULLBOX, TP 2, ELEC

OVERHEAD STREET NAME SIGNS

R6A

6S

R6B

PB

EXIST. R/W

SIGN A

INSTALL:

CONDUIT,NM,TP 3,4-2"(360 LF)

IN 9" DIRECTIONAL BORE (90 LF)

ROUTE CAT-6 CABLE FROM CVRSU TO SIGNAL CABINET

ROUTE CAT-6 CABLE FROM CCTV TO SIGNAL CABINET

INSTALL:

PEDESTAL POLE, 10 FT

LED COUNTDOWN PEDESTRIAN SIGNALS (P6)

Hog Mountain Rd

TYPE B PUSHBUTTON STATIONS:

ACCESSIBLE PEDESTRIAN DETECTION STATIONS

D3-1 (#1)-2EA

108"X 18"

CONDUIT,NM,TP 2,2-2"(20LF)&1-1"(10 LF)

PULLBOX, TP 2

INSTALL:

STEEL STRAIN POLE,TP IV W/40' MAST ARM

Ham ilton MillPkw y

(HOG MTN RD STA. 471+36.36, RT 50.6')

RADAR DETECTION SYSTEMS (RDS 4A/4B)

D3-1 (#2)- 2EA

120" X 18"

CVRSU(SEE NOTE 4-5)

CONDUIT,NM,TP 2,4-2"(40 LF)& 2-1"(20 LF)

NOTES

1. CONTRACTOR SHALL VERIFY RADAR PLACEMENT WITH MANUFACTURER.

2. ALL POLES SHALL BE BLACK POWDER COATED.

3. ALL VEHICULAR AND PEDESTRIAN SIGNAL HOUSING EQUIPMENT SHALL

BE BLACK.

4. CONTRACTOR TO PROVIDE CVRSU TO TCC.

5. CONTRCTOR TO INSTALL CABLING FROM CVRSU TO SIGNAL CABINET.

6. EXISTING ADVANCED STOP SIGNS FROM ALL APPROACHES SHALL BE

REMOVED.

PULLBOX, TP 4S

INSTALL ON PROPOSED MAST ARM:

CCTV CAMERA SYSTEM, TYPE 1 (CAM 729) (1 EA)

CCTV MOUNTING ARM, TYPE 4 (J-HOOK) (1 EA)

CONNECTED VEHICLE ROAD SIDE UNIT(CVRSU)

ROUTE CAT-6 CABLE FROM CCTV TO SIGNAL CABINET

INSTALL:

CONDUIT,NM,TP 3,3-2"(330 LF)

IN 7" DIRECTIONAL BORE (110 LF)

P2

PB

2

2

2A

TYPE D

W.C RAMP

GA STD A3

R10-12A

PB

PB

P6

TYPE C

W.C RAMP

GA STD A3

4A

4

SIGNAL LEGEND

DETECTION LEGEND

PROPOSED

SIGNAL HEAD

EXISTING

SIGNAL HEAD

RELOCATED

SIGNAL HEAD

PROPOSED 4-SECTION

SIGNAL HEAD

PROPOSED 5-SECTION

(CLUSTER) SIGNAL HEAD

PEDESTRIAN

SIGNAL HEAD

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

PROPOSED MAGNETOMETER

PROPOSED RADAR

Gwinnett County

Department of Transportation

PROJECT NO.

M-1378-11

SHEET NO.

003

TOTAL

INSTALL:

W3-3 SIGN W/ W16-8P (#2) SIGN

LED SIGNAL HEADS WITH

PEDESTRIAN HEADS,LED 2" RETRO-REFLECTIVE BORDER ON BACKPLATE

305' IN ADVANCE OF STOP BAR

REMOVE

12"

12"

12"

12"

12"

EXISTING R3-8 (LANE CONTROL) SIGN

18"

300' STOP BAR

P LDO NOT DISTURB

P2,P3,P6

12"

12"

12"

12"

12"

INSTALL:

CONDUIT,NM,TP 3,3-2"(390 LF)

IN 7" DIRECTIONAL BORE (130 LF)

12"

12"

12"

G

12"

12"

INSTALL:

PEDESTAL POLE, 10 FT

LED COUNTDOWN PEDESTRIAN SIGNALS (P2,P3)

TYPE B PUSHBUTTON STATIONS:

ACCESSIBLE PEDESTRIAN DETECTION STATIONS

CONDUIT, NM,TP 2,2-2"(80LF)&1-1"(40 LF)

PULLBOX,TP 2

INSTALL:

STEEL STRAIN POLE,TP IV W/65' MAST ARM

(HOG MTN RD STA. 8+50.38, LT 41.5')

RADAR DETECTION SYSTEMS (RDS 3A/3B)

CONDUIT,NM,TP 2,3-2"(30LF)& 2-1"(20 LF)

PULLBOX, TP 4S

12"

1

12"

2A

3A

2,3,4,4S,6,6S

G

4A

INSTALL:

W3-3 SIGN W/ W16-8P (#1) SIGN

305' IN ADVANCE OF STOP BAR

4S

P2

PB

PB

P3

3A 3 3

TYPE C

W.C RAMP

GA STD A3

1

TYPE B

W.C RAMP

GA STD A3

6

6

P3

P6

PB

PB

PB

R2B

EXIST. R/W

SP HE OE GDMLOIUMNITTAI =N40 RDMPH

R2A

RDS 2A/2B

R10-12A

D3-1(#2)

PEDESTRIAN SIGNS

EXIST. R/W

INSTALL:

STEEL STRAIN POLE,TP IV W/45' MAST ARM

(HOG MTN RD STA. 8+50.38, RT 31.0')

RADAR DETECTION SYSTEMS (RDS 6A/6B)

CONDUIT,NM,TP 2,3-2"(30LF)&2-1"(20 LF)

PULLBOX, TP 4S

INSTALL:

PEDESTAL POLE, 10 FT

LED COUNTDOWN PEDESTRIAN SIGNALS (P3)

TYPE B PUSHBUTTON STATIONS:

ACCESSIBLE PEDESTRIAN DETECTION STATIONS

CONDUIT, NM,TP 2,2-2"(20LF)&1-1"(10 LF)

WARNING SIGNS

W3-3 (4EA)

36" X 36"

Hamilton MillPkwy

W16-8P (#1) (2EA)

42" X 8"

Hog Mountain Rd

W16-8P (#2) (2EA)

36" X 8"

START CROSSING

WATCH FOR

VEHICLES

DON'T START

FINISH CROSSING

FLASHING

IF STARTED

08 TIME REMAINING

TO FINISH CROSSING

TIMER

STEADY

DON'T CROSS

TO CROSS

PUSH BUTTON

START CROSSING

WATCH FOR

VEHICLES

DON'T START

FINISH CROSSING

FLASHING

IF STARTED

08 TIME REMAINING

TO FINISH CROSSING

TIMER

STEADY

DON'T CROSS

TO CROSS

PUSH BUTTON

R10-3E(L)

9" X 15"

R10-3E(R)

9" X 15"

SIGN A

PULLBOX,TP 2

DO NOT DISTURB

INSTALL:

PEDESTAL POLE, 10 FT

LED COUNTDOWN PEDESTRIAN SIGNALS (P6)

TYPE B PUSHBUTTON STATIONS:

ACCESSIBLE PEDESTRIAN DETECTION STATIONS

CONDUIT, NM,TP 2,2-2"(20LF)&1-1"(10 LF)

PULLBOX,TP 2

INSTALL:

6' X 40' RADAR DETECTION ZONE (TYP)

REGULATORY SIGNS

RIGHT LANE

MUST

TURN RIGHT

R3-7R

36" X 36"

R4-7

24" X 30"

R10-12A

36" X 36"

NO

TURN

ON RED

R10-11B

24" X 24"

R9-3BPL

R9-3BPL

18" X 12"

R9-3

18" X 18"

R9-3

18" X 18"

2' IN ADVANCE OF STOPBAR

INSTALL:

W3-3 SIGN W/ W16-8P (#2) SIGN

USE

R9-3BPR

CROSSWALK 18" X 12"

305' IN ADVANCE OF STOP BAR

REVISION DATES

SIGNAL PLANS

INSTALLATION #1 (GCDOT TS_834)

HOG MNT RD @ HAMILTON MILL PKWY

SCALE IN FEET

0

30

60

120

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

DRAWING No.

27-0003

3/13/2026

$$

6:12:32 PM GPLOT-ORD

gplotborder-ORD.tbl

M137811_27-0004.dgn

332 CABINET INPUT ASSIGNMENT

SLOT

1

2

3

4

5

6

7

8

9

10

11

12

13

14

CHANNEL 1

TYPE

CARD

C1 PIN

FUNCTION

FIELD TERM

DET

RADAR

56

R1

TB2 1,2

DET

RADAR

39

R2A

TB2 5,6

DET

63

TB2 9,10

DET

47

TB4 1,2

UPPER INPUT FILE

DET

RADAR

58

R3A

TB4 5,6

DET

RADAR

41

R4A

TB4 9,10

DET

65

TB6 1,2

DET

49

TB6 5,6

DET

60

TB6 9,10

TBA

TBA

80

ADVANCE

DC

DC ISO

67

0/2 PED

TB8 4,6

DC

DC ISO

68

0/6 PED

TB8 7,9

DC

DC ISO

81

FLASH

N/C

CHANNEL 2

C1 PIN

FUNCTION

FIELD TERM

56

TB2 3,4

43

R2B

TB2 7,8

76

47

TB2 11,12

TB4 3,4

58

R3B

TB4 7,8

45

R4B

TB4 11,12

78

TB6 3,4

49

62

TB6 7,8

TB6 11,12

53

ENABLE

69

TB8 5,6

70

0 / 3 PED

TB8 8,9

82

STOP TIME

N/C

CHANNEL 1

TYPE

CARD

C1 PIN

FUNCTION

FIELD TERM

DET

55

TB3 1,2

DET

RADAR

40

R6A

TB3 5,6

DET

DET

DET

LOWER INPUT FILE

DET

DET

DET

DET

64

48

57

42

66

50

59

TB3 9,10

TB5 1,2

TB5 5,6

TB5 9,10

TB7 1,2

TB7 5,6

TB7 9,10

TBA

TBA

DC

DC

DC

54

71

EVA

TB9 4,6

72

EVB

TB9 7,9

51

RR 1

TB9 10,12

CHANNEL 2

C1 PIN

FUNCTION

FIELD TERM

55

TB3 3,4

44

R6B

TB3 7,8

77

48

TB3 11,12

TB5 3,4

57

46

79

50

61

TB5 7,8

TB5 11,12

TB7 3,4

TB7 7,8

TB7 11,12

75

SPARE 3

73

EVC

TB9 5,6

74

EVD

TB9 8,9

52

RR 2

TB9 11,12

NOTE: THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER FOR CORRECT INSTALLATION.

DETAILS OF OVERHEAD STREET NAME SIGNS

ALL DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED.

Ham ilton MillPkw y

1.00

15.00

17.00

1.040.00

42.00

14.24

5.00

102.00

5.00

27.28

4.48

Hog Mountain Rd

1.0

15.0

17.0

4.0

1.0

17.5

5.0

43.0

90.0

D3-1 (#2)

5.0

11.1 4.4

GPLN-CE

11/05/2020

Gwinnett County

Department of Transportation

LIST OF MATERIALS

PROJECT NO.

M-1378-11

SHEET NO.

004

TOTAL

MATERIALS

CONTROLLER CABINET ASSEMBLIES

A. CONTROLLER UNIT, TYPE 2070LX

D. CABINET ASSEMBLY, MODEL 332L

F. SWITCH PACK

G. DC ISOLATOR

K. 2018 KCLIP CONFLICT MONITOR, EXTENDED FEATURES W/ MONITORKEY PROGRAMMING TOOL

L. AUXILIARY LOAD BAY

M. UNINTERRUPTABLE POWER SUPPLY

EXTERNALLY MOUNTED, CABINET (PER GDOT SPECIFICATIONS)

332 PREFABRICATED CONTROLLER CABINET BASE W/ UPS EXTENSION

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

3 PAIR, 18 AWG

SIGNAL CABLE (14 AWG)

7 CONDUCTOR, PER 1000 FT.

ONE-WAY, 3-SECTION, 12" SIGNAL FACE LED - ALL BLACK HOUSING & FRONT, POLYCARBONATE , BLACK

ONE-WAY 3-SECTION, 12" SIGNAL FACE LED - FYA - ALL BLACK HOUSING & FRONT FRONT, POLYCARBONATE , BLACK

ONE-WAY, 4-SECTION, 12" SIGNAL FACE LED - FYA - ALL BLACK HOUSING & FRONT, POLYCARBONATE ,BLACK)

ONE-WAY, 4-SECTION, 12" SIGNAL FACE LED - RB,YB,GB,GA - ALL BLACK HOUSING & FRONT, POLYCARBONATE, BLACK

BACKPLATE FOR ONE-WAY, 3-SECTION SIGNAL HEAD, BLACK, PLASTIC W/2" RETROREFLECTOVE STRIP

BACKPLATE FOR ONE-WAY, 4-SECTION SIGNAL HEAD, BLACK, PLASTIC W/2" RETROREFLECTOVE STRIP

HARDWARE FOR MAST ARM MOUNTING

ONE-WAY, 1-SECTION, 18" LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, FULL HAND/MAN OVERLAP

PEDESTRIAN PUSH BUTTON STATION ASSEMBLY

9" x 15", W/SINGLE PUSH BUTTON ADAPTER FOR 4" DIA PEDESTRIAN POLE, ADJUSTABLE, BLACK

PEDESTRIAN PUSH BUTTON STATION ASSEMBLY

9" x 15", W/DOUBLE PUSH BUTTON ADAPTER FOR 4" DIA PEDESTRIAN POLE, ADJUSTABLE, BLACK

PEDESTRIAN PUSHBUTTON STATIONS, W/ BUTTONS & SIGNS

9" x 15", R10-3e, (L)EFT OR (R)IGHT, COUNTDOWN

5' PEDESTAL POLE & SQUARE BASE. BLACK POWDER COAT

10' PEDESTAL POLE & SQUARE BASE. BLACK POWDER COAT

PULLBOX, PB-2

CONDUIT, TP 2, 1"

CONDUIT, TP 2, 2"

R10-12A SIGN

R10-11B SIGN

R9-3

R9-3BPL

R9-3BPR

R3-7R

MISCELLANEOUS MATERIALS NEEDED TO COMPLETE INSTALLATION

UNIT

EA

EA

EA

EA

EA

EA

EA

EA

REEL

REEL

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

LF

LF

EA

EA

EA

EA

EA

EA

LUMP

QUANTITY

1

1

13

3

1

1

1

1

3

3

10

1

1

1

11

2

11

6

4

1

6

1

5

5

160

320

2

1

4

2

2

2

LUMP

LIST OF MATERIALS IS "FOR INFORMATION ONLY" AND SHOULD BE VERIFIED BY THE CONTRACTOR.

PAY ITEMS

ITEM NO.

150-1000

636-1045

639-3004

639-3004

639-3004

639-3004

647-1000A

682-2110

682-2145

682-2150

682-6233

682-9950

682-9950

682-9950

926-5000

936-4000

936-4911

939-2325

937-6010

DESCRIPTION

TRAFFIC CONTROL

HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 11

STEEL STRAIN POLE,TP IV,W/ 40' MAST ARM,BLACK POWDER COAT

STEEL STRAIN POLE,TP IV,W/ 45' MAST ARM,BLACK POWDER COAT

STEEL STRAIN POLE,TP IV,W/ 50' MAST ARM,BLACK POWDER COAT

STEEL STRAIN POLE,TP IV,W/ 65' MAST ARM,BLACK POWDER COAT

TRAFFIC SIGNAL INSTALLATION NO. 1

ELECTRICAL SERVICE POINT (AERIAL)

PULL BOX, TYPE 4S

PULLBOX, PB-5

CONDUIT, NONMETAL, TP 3, 2 IN

DIRECTIONAL BORE - 3 IN

DIRECTIONAL BORE - 7 IN

DIRECTIONAL BORE - 7 IN

CONNECTED VEHICLE ROADSIDE UNIT (CVRSU)

CCTV CAMERA SYSTEM, TP 1

CCTV MOUNTING ARM, TP 4 (J-HOOK)

FIELD SWITCH, TYPE E-CB-1RU

MICROWAVE RADAR DETECTION ASSEMBLY

GENERAL NOTES

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

2. SIGN LEGEND SHALL BE 8-IN. UPPER CASE & LOWER CASE SERIES

"D" LETTERS. ALL ARROWS SHALL BE 8-IN. TALL & 12-IN. LONG.

3. EACH SIGN SHALL CONTAIN 1 1/2-IN. RADII & 1-IN. BORDER.

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

5. SIGNS SHALL HAVE STANDARD REFLECTORIZED INTERSTATE GREEN

BACKGROUND WITH WHITE REFLECTORIZED LEGENDS, BORDERS AND

ARROWS.

6. MATERIAL SHALL BE 3M REFLECTIVE DIAMOND GRADE VIP 3990, OR

EQUIVALENT TYPE IX MATERIAL OR BETTER.

7. LOGO SHALL BE IN FULL COLOR WITH A DIAMETER OF 15".

8. FOR SIGNS THAT ARE 72-IN. OR GREATER THEY SHALL CONTAIN A

MINIMUM OF THREE (3) HANGERS OR BRACKETS.

9. THE CONTRACTOR SHALL CONTACT GWINNETT COUNTY DEPARTMENT OF

TRANSPORTATION'S SIGN SHOP AT 678-639-8800 FOR AN ELECTRONIC

FILE OF THE LOGO.

UNIT

LUMP

SF

EA

EA

EA

EA

LUMP

EA

EA

EA

LF

LF

LF

LF

EA

EA

EA

EA

EA

QUANTITY

LUMP

60

1

1

1

1

LUMP

1

4

1

1272

192

240

90

1

1

1

1

6

MAST ARM SIGN BRACKET (AG-0144)

SCALE IN FEET

0

30

60

120

REVISION DATES

SIGNAL PLANS

INPUT & MATERIALS (GCDOT TS_834)

HOG MNT RD @ HAMILTON MILL PKWY

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

DRAWING No.

27-0004

Commodity Codes

• NAICS 336413Other Aircraft Parts and Auxiliary Equipment Manufacturing

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