DSGN_S_121_003757_7 (STAMPED)_GDOT Signal Per.pdf
PDF 256 KB Posted
- Solicitation number
- PE-66098-NONST-2025-000000088
- Issued by
- Fulton County, Georgia
About this file
This document is a traffic signal installation plan prepared by Lowe Engineers for the Georgia Department of Transportation (GDOT) for Signal Installation No. 3 at the intersection of State Route 9/Roswell Road and Trowbridge Road. The project involves a comprehensive traffic signal upgrade, including installing new pedestrian signals with APS (Accessible Pedestrian Signal) speaker systems, LED pedestrian countdown signal heads, curb cut ramps, concrete sidewalks, detection loops, and various regulatory signage. The plan includes detailed phasing diagrams, signal legends, detection zones, and specific installation instructions for signal heads, conduits, and roadway markings.
The design incorporates multiple technical elements such as magnetometer and radar detection, video detection cameras, inductive loops, and 12' pedestal poles. The intersection modifications include traffic striping, stop bars, crosswalks, and the retention of existing signal equipment where appropriate. The plan specifies speed limits (45 MPH on Roswell Road, 25-30 MPH on Trowbridge Road) and includes precise measurements and placement instructions for all proposed infrastructure changes. The drawing is dated 8/26/2024 and carries the Georgia D.O.T. approval, indicating this is an official transportation infrastructure improvement project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 25_046 T_9500 23 2A Roswell Road Signal Upgra.pdf | ||
| Stamped DSGN_S_121_003759_7_Northridge.pdf | ||
| Special Provisions.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SIGNAL PLANS
27-0005
PROPOSED
SIGNAL HEAD
EXISTING
SIGNAL HEAD
RELOCATED
SIGNAL HEAD
PEDESTRIAN
SIGNAL HEAD
PROPOSED 5-SECTION
(CLUSTER) SIGNAL HEAD
PROPOSED 4-SECTION
SIGNAL HEAD
SIGNAL LEGEND DETECTION LEGEND
PROPOSED MAGNETOMETER PROPOSED RADAR
PROPOSED VIRTUAL DETECTION ZONE
PROPOSED INDUCTIVE LOOP
PROPOSED VIDEO DETECTION CAMERA
SR 9/ ROSWELL ROAD @ TROWBRIDGE ROAD
TRAFFIC SIGNAL INSTALLATION NO. 3
ONLY
01/ 02/ 03/ 04/
05/ 06/ 07/ 08/
PHASING DIAGRAM
W W
W W
W
W
W
W
OMIT
OMIT
12"
12"
12"
12"
12"
12"
LEFT TURN
YIELD
YELLOW
ARROW
ON FLASHING
TO CROSS
PUSH BUTTON
START CROSSING
DON'T START
FINISH CROSSING
IF STARTEDFLASHING
STEADY
PEDESTRIAN SIGNS
VEHICLES
WATCH FOR
DON'T CROSS
TIME REMAINING
TO FINISH CROSSING
TIMER
START CROSSING
DON'T START
FINISH CROSSING
IF STARTEDFLASHING
STEADY
VEHICLES
WATCH FOR
DON'T CROSS
TIME REMAINING
TO FINISH CROSSING
TIMER
TO CROSS
PUSH BUTTON
D3-1 (#1)Trowbridge Rd
Roswell Rd D3-1 (#2)
MUST
RIGHT LANE
TURN RIGHT
ON RED
NO
TURN
12"
12"
12"
INTERNALLY ILLUMINATED OVERHEAD SIGNS
Y
Y R
G G
FY
R
Y
FY
R
REVISION DATES
8/26/2024 rmeehan
LOWE ENGINEERS
gplotborder-V8i-PO.tbl
0240003_27-0005.dgn
Design File and Plot Substitution information
5:08:32 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
ENG NEERSI
990 HAMMOND DRIVE, SUITE 900, ATLANTA, GA 30328
PHONE 770.857.8400 FAX 770.857.8401
30 120
SCALE IN FEET
0 60
STEVEN ROSA 111
N/F
TWOSOME REALTY INC
N/F
7475 ROSWELL ROAD LLC
N/F
VICTORIA ERIQAT
N/F
TR
OW
BR
ID
GE
R
D (3
MP
H)
TR
OW
BR
ID
GE
R
D (2
MP
H)
P2,P4,P6,P8
1,5
SR 9/ROSWELL RD (45 MPH)SR 9/ROSWELL RD (45 MPH)
INSTALL CURB CUT RAMP, TYPE B
INSTALL CONC SIDEWALK, 8"
L4
INSTALL CURB CUT RAMP, TYPE B
INSTALL CONC SIDEWALK, 8"
L1
TIE TO EXISTING
BEGIN CURB & GUTTER, 8"X30", TP 2
TIE TO EXISTING
BEGIN CONC SIDEWALK, 4"
BEGIN CONC SIDEWALK, 8"
END CONC SIDEWALK, 4"
APS PUSHBUTTON STATIONS AND SIGNS
NSTALL PUSHBUTTON POST W/
INSTALL PULLBOX, TP 2
APS PUSHBUTTON STATIONS AND SIGNS
HEADS (P4 & P6) WITH APS SPEAKER,
W/LED PEDESTRIAN COUNTDOWN SIGNAL
INSTALL 12' PEDESTAL POLE
INSTALL PULLBOX, TP 2
APS PUSHBUTTON STATIONS AND SIGNS
HEADS (P2 & P8) WITH APS SPEAKER,
W/LED PEDESTRIAN COUNTDOWN SIGNAL
INSTALL 12' PEDESTAL POLE
RETAIN EXISTING STRAIN POLE
INSTAL 2 - 2" CONDUIT, NM (10 LF EA)
RETAIN EXISTING STRAIN POLE
BEGIN CONC SIDEWALK, 4"
END CONC SIDEWALK, 8"
TIE TO EXISTING
END CONC SIDEWALK, 4"
TIE TO EXISTING
END CURB & GUTTER, 8"X30", TP 2
INSTALL CURB CUT RAMP, TYPE C
TIE TO EXISTING
BEGIN CURB & GUTTER, 8"X30", TP 2
R35' R35'
INSTALL 2 - 2" CONDUIT, NM (15 LF EA)
RETAIN EXISTING STRAIN POLE
IN 5" DIRECTIONAL BORE (85 LF)
INSTALL 2 - 2" CONDUIT, NM (85 LF EA)
RETAIN EXISTING CABINET
INSTALL PULLBOX, TP 2
APS PUSHBUTTON STATIONS AND SIGNS
HEADS (P6 & P8) WITH APS SPEAKER,
W/LED PEDESTRIAN COUNTDOWN SIGNAL
INSTALL 12' PEDESTAL POLE
INSTALL CURB CUT RAMP, TYPE C
INSTALL CONC SIDEWALK, 8"
BEGIN CONC SIDEWALK, 4"
END CONC SIDEWALK, 8" TIE TO EXISTING
END CONC SIDEWALK, 4"
END CURB & GUTTER, 8"X30", TP 2
TRAFFIC STRIPING, WHITE, DETAIL 'B'
INSTALL 50 SY, THERMOPLASTIC
STOP BAR (TYP)
24" SOLID WHITE
8" SOLID WHITE CROSSWALK (TYP)
L5
330 FEET FROM STOP BAR
6'X6' SETBACK LOOP
L6A
L6B
330 FEET FROM STOP BAR
6'X6' SETBACK LOOP
L2A
L2B
L8A L8B
INSTALL 6'X40' DETECTION LOOP (TYP)
D3-1(#1)
D3-1(#1)
D3-1(#2)
REMOVE EXISTING ISLAND
REMOVE EXISTING ISLAND
EXCEPT AS SHOWN
5. RETAIN ALL EXISTING OVERHEAD AND ROADWAY SIGNS
INSTALL NEW STOP BARS AND CROSSWALKS AS SHOWN
4. ERADICATE ALL EXISTING STOP BARS AND CROSSWALKS AND
3. RETAIN EXISTING DETECTION EXCEPT AS NOTED
2. REPLACE ALL PEDESTRIAN SIGNALS AS SHOWN
STRAIN POLES AND SIGNAL HEADS.
1. RETAIN EXISTING CABINET, SIGNAL EQUIPMENT AND
NOTES
REMOVE EXIST R1-2
REMOVE EX R560-5
R10-3e(R) 9" X 15"9" X 15"
R10-3e(L)
24"X30" R10-11
24"x30" R10-5A
24"x30" R8-3a
R8-3A R3-7R
30"x30" R3-7R
R10-5A
R10-5A
INSTALL R10-11
INSTALL R10-11
REMOVE EX R560-5
REMOVE EXIST R1-2
RETRO REFLECTIVE TAPE
LED SIGNAL HEADS WITH BACKPLATES W/
REGULATORY SIGNS
EXIST R/W EXIST R/W
EXIST R/W
EXIST R/W
EX
IS
T R/
W
8AINSTALL R10-5A
AND D3-1(#2) SIGN
ADJUST EXISTING 3-SECTION SIGNAL HEADS
INSTALL 3-SECTION FYA SIGNAL HEAD
TYPE 3R (TYP)
INSTALL PAVEMENT MARKING ARROW,
TYPE 2 (TYP)
INSTALL PAVEMENT MARKING ARROW,
INSTALL 5" SKIP WHITE (2' SEG,4' GAP)
YELLOW,DETAIL 'B'
INSTALL 66 SY THERMOPLASTIC TRAFFIC STRIPING
2,4,4S,6,8,8S
HEADS (P2 & P4) WITH APS SPEAKER
INSTALL LED PEDESTRIAN COUNTDOWN SIGNAL
INSTALL SUPPLEMENTAL SIGNAL HEAD, 4S
RETAIN EXISTING STRAIN POLE
REMOVE EX R10-15L
REMOVE EX R10-15L
REMOVE EX R10-15L
8 8
P6P6
P2
P4
P2
P8
P8
4 4
8S
8A
4S
P4
APPROVED
TMC
Georgia D.O.T.
| 2024-08-27T12:31:09-0400 | |
| SM | |
| I have reviewed this document |
File details come from the government source that posted it. Updated .