Brightstar Rd at Brightstar Connector

8/19/2026 GPLOT-ORD 0000000_27-0002_GENERAL NOTES.dgn
DanielJean gplotborder-ORD-PO.tbl 0015145
GENERAL NOTES - TRAFFIC SIGNALS
1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL 9. FOR STRAIN POLE FOUNDATION SIZE AND REINFORCEMENT, SEE 19. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED
APPROPRIATE PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL STRAIN POLE AND MAST ARM POLE FOUNDATION SHEET. WITH MODIFYING EXISTING AND ESTABLISHING NEW POWER AND
DEVICES, CURRENT EDITION. COMMUNICATIONS SERVICES FOR TRAFFIC SIGNAL, VIDEO DETECTION
10. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SYSTEMS AND/OR CCTV CAMERAS ON THIS PROJECT. IF A UTILITY
2. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 FEET SIGNAL INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW TRANSFORMER IS REQUIRED FOR TRAFFIC SIGNAL EQUIPMENT, IT IS
BUT NO MORE THAN 19 FEET CLEARANCE FROM BOTTOM OF SIGNAL PROCEDURES OUTLINED IN THE GDOT SPECIFICATION. THE RESPONSIBLITY OF THE CONTRACTOR TO INCLUDE AS PART OF
HEADS TO TOP OF ROAD SURFACE AND A MINIMUM OF 8 FEET THEIR BID PRICE, FOR THAT TRAFFIC SIGNAL INSTALLATION IF THE
MEASURED HORIZONTALLY BETWEEN CENTERS OF SIGNAL FACES. 11. THE INSTALLATIONS SHALL BE CAPABLE OF MONITORING OVER RESPECTIVE UTILITY REQUIRES PAYMENT FOR INSTALLATION.
ETHERNET NETWORKS FROM EXISTING CELLULAR MODEMS, PROVIDED
3. SHIELDED CABLE WILL BE USED FOR DETECTOR RUNS AS SHOWN ON BY DOUGLAS COUNTY, OR VIA FIBER, PER THE GDOT STANDARDS. 20. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MONTHLY POWER AND
THE DETAIL SHEET, DETECTORS SHALL HAVE SEPARATE LEAD-INS DEMONSTRATION OF NETWORK CAPABILITIES ON COUNTY NETWORK IS COMMUNICATION SERVICE TO THE TRAFFIC SIGNAL INSTALLATION AND
TO THE CONTROL CABINET. REQUIRED BY THE CONTRACTOR, NOTED PRIOR TO FINAL ACCEPTANCE. SUPPORT DEVICES, UNTIL THE NEW TRAFFIC SIGNAL INSTALLATION
HAS SATISFACTORILY COMPLETED A TEST PERIOD OF UNINTERRUPTED
4. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN 12. ALL EXISTING STOP BARS, WORDS, ARROWS AND CROSSWALKS THAT OPERATION, FOR 30 DAYS. UPON COMPLETION OF THE TEST PERIOD,
VICINITY OF NEW TRAFFIC SIGNAL POLES PRIOR TO ORDERING. ARE NOT REMOVED OR RELOCATED SHALL BE REPLACED IN ACCORDANCE THE CONTRACTOR WILL COMPLETE A TRANSFER OF UTILITY COST TO
AT THE DISCRETION OF THE ENGINEER, MINOR SHIFTS, (UP TO A WITH CURRENT GDOT STANDARDS. THE CITY OF DOUGLASVILLE.
MAXIMUM OF 5 FEET), IN LOCATION OF NEW SIGNAL POLES, ARE
ACCEPTABLE TO AVOID UNDERGROUND UTILITIES. MINIMUM 13. PROPOSED SIGNAL SUPPORT WIRE ATTACHMENT HEIGHTS ON POLES ARE 21. THE CONTRACTOR SHALL MAINTAIN EXISTING DETECTION THROUGHOUT
CLEARANCES FROM EDGE OF PAVEMENT SHALL BE MAINTAINED. PROVIDED AS GENERAL GUIDELINES TO INSTALLER, ACTUAL THE DURATION OF THE PROJECT. EXISTING LOOPS THAT ARE REMOVED
PLACEMENT OF THE SIGNAL HEADS SHALL BE RETAINED AS SHOWN ATTACHMENT HEIGHTS SHALL BE FIELD DETERMINED BY INSTALLER TO OR DESTROYED AS PART OF A CONSTRUCTION, REHABILITATION, OR
ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE PROVIDE REQUIRED SIGNAL HEAD MOUNTING HEIGHTS AND CLEARANCE MAINTENANCE PROJECT SHALL BE REPLACED AND RETURNED TO FULL
OFFICE OF UTILITIES FOR ALL "MAKE READY" WORK. FROM EXISTING UTILITIES. OPERATION WITHIN THE FOLLOWING TIME FRAMES, BASED ON THE
FOLLOWING ROUTE PRIORITIZATION RATING:
5. THE CONTRACTOR SHALL BE RESPONSIBLE 14. SAWCUTS AND REMOVAL OF ALL CONCRETE ASSOCIATED WITH CURB CUT
FOR ALL TRAFFIC SIGNAL AND/OR CONTROL SYSTEM ADJUSTMENTS, RAMPS SHALL BE INCLUDED IN THE SIDEWALK PAY ITEM. STATE ROUTE MAINLINE / SIDE-
INCLUDING TEMPORARY SUPPORT POLE LOCATION(S) REQUIRED BY PRIORITIZATION LEFT-TURN STREET PRESENCE SET-BACK
THE PROJECT DURING THE INTERIM PERIOD THROUGH INSTALLATION 15. THE CONTRACTOR SHALL REPLACE IN KIND AND SIZE, AT NO RATING DETECTION DETECTION DETECTION
OF NEW SIGNAL EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR SEPARATE EXPENSE TO THE COUNTY, ANY BARRIER WALL, FENCE, CRITICAL / HIGH 5 DAYS 5 DAYS 28 DAYS
CAUSE ANY PART OF THE SIGNAL OPERATION TO BE INOPERABLE. DITCH PAVING, CURBING, SIDEWALK, GUTTER, SLOPE PAVEMENT, MEDIUM 14 DAYS 14 DAYS 28 DAYS
SIGNS, GUARDRAILS, LANDSCAPING, GRASSINGS, UTILITY SERVICE LOW 28 DAYS 28 DAYS 28 DAYS
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW GUYS ON LINES, STORM DRAIN PIPES, MASONRY WALLS AND PAVING THAT IS
EXISTING UTILITY TIMBER POLES WHEN ATTACHING SPAN WIRE OR REMOVED, DAMAGED OR DESTROYED, DUE TO CONTRACTOR'S ACTIVITY. IF NOT FEASIBLE, OTHER FORMS OF DETECTION, SUCH AS RADAR OR
INTERCONNECT CABLE TO THE POLES UNLESS OTHERWISE DIRECTED VIDEO, MAY TEMPORARILY BE USED (WITHIN THE SAME TIME FRAMES),
BY THE ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL WITH COUNTY APPROVAL. ALL COSTS ASSOCIATED WITH THE REPLACEMENT
MEASURES TO ENSURE COMPLIANCE TO ALL STATE AND FEDERAL LAWS OF THE LOOPS DAMAGED DURING CONSTRUCTION SHALL BE THE
7. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE DOUGLAS AND GUIDELINES. THE COST SHALL BE CONSIDERED INCIDENTAL AND RESPONSIBILITY OF THE CONTRACTOR.
COUNTYT TRAFFIC OPERATIONS DIVISION MANAGER AND BE INCLUDED IN THE OVERALL BID PRICE. NO ADDITIONAL PAYMENTS
DOUGLASVILLE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE. SHALL BE MADE TO THE CONTRACTOR FOR EROSION CONTROL.
8. WHEN REMOVED, EXISTING EQUIPMENT SHALL BE DISPOSED OF. 17. ALL TRAFFIC MARKING, SYMBOLS OR STRIPING TO BE REMOVED AND/OR
REPLACED SHALL BE PAID FOR IN THE TRAFFIC CONTROL LUMP SUM ITEM.
18. THE CONTRACTOR SHALL RELOCATE ANY EXISTING EQUIPMENT NOT NOTED
ON THE PLANS, AT NO ADDITIONAL COST TO THE DEPARTMENT. RE-INSTALLATION
SHALL COMPLY WITH THE CURRENT GDOT SPECIFICATIONS.
REVISION DATES
SIGNAL PLANS
BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR
PROPOSED TRAFFIC SIGNAL
- NO SCALE -
OFFICE OF
TRAFFIC OPERATIONS
27-0000
6:02:39 PM P.I. No.
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
CORRECTED: DATE:
10/23/2015 GPLN VERIFIED: DATE:

9/24/2026 GPLOT-ORD SG002_Bright_Star_Sheet.dgn
DanielJean gplotborder-ORD-PO.tbl 0015145
PHASING DIAGRAM
LED SIGNAL HEADS W/
/01 0/2 /03 0/4W
RETROREFLECTIVE TAPE ON BACKPLATES
W W W
W W
/05 /06 /07 /08 12" 12" 12"
R R
OMIT OMIT OMIT
12" 12" 12" W W Y Y Y
12" 12" 12" G G
12" 12"
G
BrightStarRd
BrightStarConn
BrightStarConn
REVISION DATES
SIGNAL LEGEND DETECTION LEGEND SIGNAL PLANS
PROPOSED PROPOSED 4-SECTION PROPOSED VIRTUAL DETECTION ZONE TRAFFIC SIGNAL PLAN
SIGNAL HEAD SIGNAL HEAD
BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR
PROPOSED INDUCTIVE LOOP
EXISTING PROPOSED 5-SECTION DOUGLAS COUNTY
SIGNAL HEAD (CLUSTER) SIGNAL HEAD PROPOSED VIDEO DETECTION CAMERA SCALE IN FEET
RELOCATED PEDESTRIAN
SIGNAL HEAD SIGNAL HEAD PROPOSED MAGNETOMETER PROPOSED RADAR 0 30 60 120 27-0002
GPLN
11:42:28 AM P.I. No.
INSTALL
W3-3
@ 350' UPSTREAM
FROM PROPOSED STOP BAR
INSTALL:
- DIRECTIONAL BORE 5", 125 LF
- CONDUIT, GRS, 2" (125 GLF) FOR POWER SERVICE TO CABINET 18"
- CONDUIT, TP 2, (1) 2" (125 GLF)
INSTALL:
INSTALL: - PEDESTAL POLE, 4' (FOR POWER METER) - MODEL HYBRID 332 CABINET & BASE W/ BATTERY BACKUP SYSTEM - PULLBOX (1), TP 2 - MODEL SAFETRAN COBALT RACK MOUNT CONTROLLER - TRENCH,(10 LF) P2,P3,P4,P6 - INTERSECTION VIDEO DETECTION SYSTEM, CAMERAS (4 EA), - CONDUIT, GRS, 2" (10 LF)
CABLES, & PROCESSORS (ETHERNET CAPABLE) CONECTION CARD FOR POWER FROM UTILITY POLE TO 4' PEDESTAL 2,3,4,6
- WIRELESS COMMUNICATION MODEM
- POWER SERVICE DISCONNECT INSTALL:
- PULLBOX, TP 3 - PEDESTRIAN POLE
INSTALL: - SINGLE PED HEAD CONFIGURATION, P2
- PEDESTRIAN POLE INSTALL - SINGLE PUSH BUTTON STATION AND SIGN, R10-3E 1 3A,4A
- DUAL PED HEAD CONFIGURATION, P4 & P2 R560-5 - PULL BOX (1), TP 2
- DUAL PUSH BUTTON STATION AND SIGNS, R10-3E - TRENCH,(10LF)
- TRENCH, 5 LF - CONDUIT, TP2 (2) 2" (20 GLF)
- CONDUIT, NM, TP 2, 2-1"
INSTALL: D3-1(1) EXISTING
- TP IV STEEL STRAIN POLE UTILITY POLE
- 15' LUMINAIRE W/ LUMINAIRE (1 EA)
- (1) AXIS Q6086-E PTZ CAMERA WITH J-PIPE TUBULAR MOUNT; INSTALL:
1.1 2" ALUMINUM X 96" HEIGHT,936-4904, AXIS PENDANT MOUNT KIT; - - S P I E N D G E L S E T R P I E A D N H P E O A L D E CONFIGURATION, P3
SKYBRACKET CABLE CLAMPKIT-90",AND 200'OUTDOOR RATED INDUSTRIAL - SINGLE PUSH BUTTON STATION AND SIGN, R10-3E
CAT6E SHIELDED TWISTED PAIR 23AWG,600 MHZ HIGH SPEED CABLE AND - PULL BOX (1), TP 3
(1) SHIELDED EZ-RJ45 CONNECTOR - TRENCH, (10LF)
- (1) VIDEO DETECTION CAMERA BB - CONDUIT, TP2 (2) 2" (20 GLF)
CCTV CAMERA TO BE INSTALLED AT 65' HEIGHT (10' EXTENSION ABOVE POLE) P2
EXIST. INSTALL:
R1-2 P2 - TP IV STEEL STRAIN POLE
TO BE REMOVED P4 - W/55'AND 65' MAST ARMS
- 15' LUMINAIRE W/ LUMINAIRE (1 EA) INSTALL: - POWER SERVICE DISCONNECT
- CO - N C - D O D U N IR I D T E , U C G T IT I R O ,T S N P , A 2 3 L " , , ( B 3 ( O 1 ) ) R 2 , " E ( ( 1 3 7 3 9 " 0 , 0 1 3 G G 0 L L L F F F ) ) 3A 3 VDS P3 R IN 5 S 6 T 0 A - L 5 L - - C C O O N N D D U U I I T T , , N N M M , , T T P P 2 2 , , 2 3 - - 1 2 " " @ 350' UPS IN T S R T W E A A 3 L M - L 3
2 R12-5A FROM PROPOSED STOP BAR
D3-1(3) 1
2
6
D3-1(2) D3-1(1) 6
INSTALL R560-5 P4 4 4A
P3 EXIST R/W
INSTALL W3-3 EXIST R/W
@ 350' UPSTREAM WM
FROM PROPOSED STOP BAR R560-5 INSTALL: P6 BFP - PEDESTRIAN POLE - DUAL PED HEAD CONFIGURATION, P4 & P6
- DUAL PUSH BUTTON STATION AND SIGNS, R10-3E P6 INSTALL: - DIRECTIONAL BORE 5", 10 LF - DIRECTIONAL BORE 7", 100 LF OVERHEAD STREET NAME SIGNS POST-MOUNTED SIGNS - CONDUIT, NM, TP 2, 2-1" - CONDUIT, TP 3, (2) 2" (200 GLF) PROP GDOT TYPE 3 RIPRAP
INSTALL - CONDUIT, GRS, 2" (1), (100 GLF)
INSTALL: R560-5
- TP IV STEEL STRAIN POLE,
- W/55'AND 65' MAST ARMS INSTALL:
- 15' LUMINAIRE W/ LUMINAIRE (2 EA) - PEDESTRIAN POLE
- POWER SERVICE DISCONNECT - SINGLE PED HEAD CONFIGURATION, P3
- PULLBOX (1),TP3 - SINGLE PUSH BUTTON STATION AND SIGN, R10-3E
D3-1(1) -TREMCH, 10 LF - PULL BOX (1), TP 2
84" X 18" - CONDUIT, NM, TP 2, 3-2"
- CONDUIT, NM, TP 2, 2-1"
- CONDUIT, GRS, 2", (1) INSTALL:
- TRENCH,(30 LF)
- CONDUIT, TP2 (2) 2" (60 GLF) PEDESTRIAN
WITH RED T A R D U A N C R A A T M ED P T D Y O P M E E B S - CONDUIT, GRS, 2" (1), (30 GLF) PUSHBUTTON SIGNS REGULATORY SIGNS
(PER GDOT DETAIL A-3)
12 D 0 3 " - 1 X ( 2 1 ) 8" 36 W " X 3- 3 36" - - C C O O - N N D D D IR U U E I I C T T T , , I G T O R P N S A 3 , , L 2 ( " 3 B , ) O ( 1 2 R ) " , E ( ( 3 9 1 I " 0 N 0 , 0 0 S 1 T 0 G G A 0 L L L L F F L F ) ) : - - I N S P S I E N T D G A E L L S E L T R : P I E A D N H P E O A L D E CONFIGURATION, P6 FLASHING F S I T ND A II VW SF O R E H A N T S H C T T ' I C T CC RA R LH OS R O E ST F T S S SA O EI S NR R D IN GT G FLASHING F S I T ND A I VW ISF R O E H A T H N S T C T I ' C T CC RA R L H OS R O E ST F T S S SA O E S I R NR D IN GT G
- N S A O H L T A L E L S : L IG B N E A I L N M CO A L S O T- R A B R L M A ( C A K R . M S & POLES), PED POLES, PED HEADS, AND PED BUTTON BRACKETS HYD - - - S D P I U I N R G L E L L C E T B P I O O U X S N H A ( 1 B L ) U , B T T O T P R O 2 E N , S 5 T " A (1 T 5 IO L N F ) AND SIGN, R10-3E S 0 T T I E M A 8 E D R Y TOT D FIM O INE N I RS 'T EH M C C R AR O INO S ISN S SGING S 0 T T I E M A E 8 D R Y TOT D FIM O IN N EI ' RS T EH C M C R AR O INO S IS S NSGING
- ALL VIDEO DETECTION CAMERAS SHALL BE MIOVISION SMARTVIEW 360 CAMERA (HEATED, BELL ONLY, GRAY), - CONDUIT, TP2 (2) 2" (30 GLF) TO CROSS TO CROSS
D3-1(3) CORE DCM, MIOVISION DETECTION & COUNTS PLUS, UNIVERSAL SMARTVIEW 360 EXTENSION (GRAY), PUSH BUTTON PUSH BUTTON
120" X 18" - T 5 H 00 E ' O U F P S O B U A T T D T O E O R R Y R B A A T C E K D U P IN S D Y U S S T T E R M I A S L H A C L A L T 6 B E E S M H U IE L L T D IL E IN D K T W BA IS T T T E E D R Y P A B I A R C 2 K 3 U A P W S G Y , S 6 T 0 E 0 M M H (B Z B H S) I . G M H U S L P T E I E L D IN C K A B B B L S E W . / R10-3E(L) R10-3E(R) R12-5A
CABINET BASE, CABINET, CONTROLLER AND (4) BATTERIES. 9" X 15" 9" X 15" R560-5 30" X 36"
- - A CO LL N T A R D A A C R T A O M R P S S H S A H L A L L F L IE B LD E T V Y E P R E IF B Y A V N E D R T S I H C A A L L L C H L A E V A E R A R N ED CE T S R B U E N T C W A E T E E N D A D L O L M P E R S O A P S O S D E E D T E S C IG T N A A B L L E A W ND A R L N IG IN H G TI S N U G R E F Q A U C I E P S M . ENT 24" X 30"
AND EXISTING OVEHEAD POWER LINES PRIOR TO INSTALLATION.
DATE SUBMITTED: 9/24/2026
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
27 N Fairground St. NE www.lumin8.com CORRECTED: DATE:
Marietta, GA 30060 Phone: 678.423.0050
10/23/2015 GPLN VERIFIED: DATE:
3L
BRIGHT STAR ROAD
L2
(40 MPH) L1
4L
R
O
T C
E
N
N O
T A R
C
M P
H)
T
S
4
5
H ( G RI B
REQUIRED R/W
EXISTING R/W
S REQUIRED R/W
EXISTING R/W
EXISTINVG R/W EXISTING R/W
W
BRIGHT STAR ROAD
L6 (40 MPH)
EXIST R/W
EXISTING R/W EXIST R/W
REQUIRED R/W WM
F H W V S BFP PROP R/W FUTURE R/W PROP R/W
S H PROP GDOT TYPE 3 RIPRAP F
HYD

OVERHEAD STREET NAME SIGN PANEL DETAILS
STREET NAME SIGN (D3-1) PANEL #3
BrightStarRd
OVERHEAD STREET NAME SIGN GENERAL NOTES:
1. EACH SIGN SHALL CONTAIN A MINIMUM OF TWO (2) HANGERS OR BRACKETS.
2. EACH SIGN SHALL BE MADE OF ONE CONTINUOUS PIECE OF ALUMINUM.
3. SIGNS SHALL HAVE STANDARD REFLECTORIZED INTERSTATE GREEN BACKGROUND
WITH WHITE REFLECTORIZED LEGENDS, BORDERS AND ARROWS.
TRAFFIC SIGNAL PLANS
OVERHEAD SIGN DETAILS
BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR
DOUGLAS COUNTY
27-0002A
3
11
3 34 4 23 4 13 3
4
81
STREET NAME SIGN (D3-1) PANEL #1
84
STREET NAME SIGN (D3-1) PANEL #2
SUMMARY OF QUANTITIES FOR OVERHEAD STREET NAME SIGN SHEETING
BrightStarConn SIGNS - TYPE 2 MAT'L, REFL SHEETING TYPE 11
LOCATION: CODE SIZE (INCHES) QUANTITY SQUARE FEET
WB & EB D3-1(1) 18 X 84 2 21.00
NB D3-1(3) 18 X 120 1 15.00
SB D3-1(2) 18 X 120 1 15.00
TOTAL 4 51.00
4
01
4 14
4
11
5 34 4 24 4 27 4
4 3
81
BrightStarConn
120
- NO SCALE -
4
11
4 34 5 24 4 27
4
01
4 14 4
3 4
81
12/27/2025 GPLOT-ORD 0000000_27-0003_OVERHEAD SIGN DETAILS.dgn
DanielJean gplotborder-ORD-PO.tbl 0015145
120
REVISION DATES
12:21:09 PM P.I. No.
DATE SUBMITTED:12/27/2025
CHECKED: DATE: DRAWING No.
BACKCHECKED: DATE:
27 N Fairground St. NE www.lumin8.com CORRECTED: DATE:
10/23/2015 GPLN
Marietta, GA 30060 Phone: 678.423.0050
VERIFIED: DATE:

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
09-24-2026
LIST OF MATERIALS PAID FOR AS PART OF 647-1000 LUMP SUM PAY ITEM UNIT QUANTITY
TRAFFIC SIGNAL CABINET ASSEMBLIES, PER GDOT SPEC.
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
WIRE
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.
SIGNAL HEADS
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
PEDESTRIAN SIGNALS
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
PULLBOXES
PULLBOX, TP 2 EA 3
PULLBOX, TP 3 EA 4
VEHICLE DETECTION
IP ADDRESSABLE 360 VIDEO CAMERA DETECTION EA 1
IP ADDRESSABLE CCTV CAMERA EA 1
CONDUIT
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
REGULATORY SIGNS
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
LUMP SUM | MISCELLANEOUS
TRAFFIC CONTROL LS 1
ADA RAMPS LS 2
GRADING EA 2
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
639-1230 5"-2' DASH-6' SKIP WHITE, PAVEMENT MARKING LF 275
639-1235 12"-SOLID WHITE, PAVEMENT MARKING LF 400
639-1240 24" - SOLID WHITE, PAVEMENT MARKING LF 110
639-1245 5"-SOLID WHITE, PAVEMENT MARKING LF 3470
639-1600 5"-DOUBLE-YELLOW, PAVEMENT MARKING LF 700
639-2001 ARROW, TP 1, PAVEMENT MARKING EA 3
ARROW, TP 2, PAVEMENT MARKING EA 8
ARROW, TP 3, PAVEMENT MARKING EA 4
639-3004 STEEL STRAIN POLE, TP IV w/ 55 FT & 65 FT MAST ARMS w/ 15' LUMINAIRE ARM EA 2
639-4014 STEEL STRAIN POLE, TP IV w/ 15' LUMINAIRE ARM EA 1
647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 LS 1
682-2170 PULLBOX, TP 7 EA 1
680-5260 LUMINAIRE BRACKET ARM, 15 FT ARM EA 4
680-6130 LUMINAIRE, TP 3, 40 W, LED EA 4
682-6110 CONDUIT, RIGID, 2 IN (FOR POWER SERVICE) LF 170
682-6233 CONDUIT, NONMETAL, TP 3, 2 IN LF 1725
939-5010 ELECTRICAL POWER SERVICE ASSEMBLY (AERIAL SERVICE POINT) EA 1
682-9950 DIRECTIONAL BORE, 3 IN LF 1370
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