RP016_24 Ad 2.pdf
PDF 11 MB Posted
- Attached to
- RP016-24, Purchase and Implementation of an Adaptive Signal Control Technology (ASCT) System
- Solicitation number
- PE-77023-NONST-2024-000000132
- Issued by
- Crisp County, Georgia
About this file
This document is an advertisement for RP016-24, a request for the Purchase and Implementation of an Adaptive Signal Control Technology (ASCT) System in Gwinnett County, Georgia. The project involves the purchase and installation of an ASCT system to improve traffic signal coordination and efficiency within the county. The selected contractor will be responsible for all aspects of the system implementation, including hardware, software, and training. Proposals are due by 2:00 PM EST on March 24, 2024, with a pre-bid conference scheduled for March 6, 2024. The anticipated award date is May 1, 2024, and the initial contract term is for three years, with two optional one-year renewal periods.
The advertisement provides details on the pricing structure, which is based on a lump sum fee for the system implementation and a monthly recurring fee for ongoing maintenance and support. No set-asides or preferences are specified. The project is funded through local government sources, but the exact funding amounts are not disclosed. The current environment includes an existing ASCT system that the new system will replace, though details on the incumbent contractor or system performance are not provided.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RP016_24 Addendum No 1.pdf | ||
| RP016_24 INV.pdf | ||
| RP016_24 Ad 3.pdf | ||
| RP016_24 INV.pdf |
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Text version
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USER,USDM697378
I0/23/20/5 GPU,
4,06,54 PM GPLOT-VB
gp/otborder-VBi-PO. tbl
C,\Users\USDM697378\WSP 0365\US-AtlantaTraffic/TS - 193746 - GDOT Signal and ITS Design On-Call Region\5.0 Project Data - T04\5. 5 CAD\W02\0GN\006 - SR 20 ot SR 84. dgn GD "TGeorglo
- of Transportation
P. I. No.
PHASING DIAGRAM
01 02 03 04 w
!l�l
I I I I I I w--------w w
0� 05 07 08 W w--------w
I I I I I I w
PHASES /11 & {JS SHALL BE RUN PROTECTED-ONLY/
PROTECTED-PERMISSIVE BY TIME-OF-DAY.
I NS TALL:
THERMOPLASTIC STRIPING DETAIL 'C' WHITE 121 SY/
SEE GDOT DETAIL T-14
INSTALL:
THERMOPLASTIC SKIP TRAF ST, /8 IN, WHITE (25 GLFJ
12' SEG, 2' GAP/
INSTALL:
THERMOPLASTIC STRIPING DETAIL 'A' WHITE (/4 SY/
SEE GDOT DETAIL T-14
INSTALL:
THERMOPLASTIC SOLID TRAF ST, 24 IN, WHITE (ff LFJ
EXISTING STEEL STRAIN POLE, TP IV
W/60' AND 65' TANDEM MAST ARMS
INSTALL IN EXISTING 332 CABINET !McCAIN! W/2070
CONTROLLER:
LOAD SWITCH (4 EAi
AUX OUTPUT FI LE (I EA I
EXISTING PULLBOX, TYPE 3
REMOVE EXISTING Rl-2 SIGN
INSTALL:
THERMOPLASTIC STRIPING DETAIL 'C' WHITE (95 SY/
SEE GDOT DETAIL T-/4
INSTALL:
THERMOPLASTIC SKIP TRAF ST, 5 IN, WHITE 150 GLFJ
< 2' SEG, 6' GAP J
INSTALL:
THERMOPLASTIC PVMT MARKING, ARR(N(, TP 2 II EAi
INSTALL:
HERMOPLASTIC SOLID TRAF ST, 5 IN, WHITE (40 LFI
- - __!R 20 I GRAYSON HWY-
SPEED LIMIT. 45 MPH
.,;> V2A [;:, Ld /
V2B [2_7 :--t f-~"v--..::::?,�SPEED l/JlfT--L.Jfs IIP. 400' TO STOP BAR 'H -
INSTALL:
THERMOPLASTIC SKIP TRAF ST, 5 IN, WHITE 1270 LFJ
12' SEG 6' SKIP/
EXISTING PULLBOX, TYPE 2 ITYP. !
REMOVE EXISTING Rl-2 SIGN
EXISTING VIDEO DETECTION ASSEMBLY ITYP. !
EXISTING 6' X 40' VIRTUAL PRESENCE DETECTION ZONE ITYP. ! _,,_
NOTES,
I. ALL CROSSWALKS AT THE INTERSECT/ON ARE TO BE REFRESHED.
THE CONTRACTOR SHALL BE PA ID FOR PER LF OF 8" THERMOPLASTIC
WHITE PAINT (GDOT PAY ITEM 653-1804!.
2. CONTRACTOR TO ERADICATE ALL EXISTING STRIPING IN CONFLICT
WITH PROPOSED STRIPING BY HYDROBLASTING OR OTHER METHOD APPROVED
BY THE DEPARTMENT, AND SHALL BE PAID FOR UNDER LUMP SUM TRAFFIC
CONTROL (GDOT PAY ITEM 150-/000!.
2. CONTRACTOR TO REPROGRAM EASTBOUND AND WESTBOUND VIDEO
DETECTION DEVICES TO DETECT PHASES 4 AND 8 RESPECTIVELY. SEE
CABINET INPUT ASSIGNMENT IN SHEET 27-00/2.
3. PUSHBUTTONS MUST MEET GCDOT STANDARDS.
SIGNAL LEGEND DETECTION LEGEND
I
¼ I I
I
¼ I I
I
I I
I►
PROPOSED
I ►► SIGNAL HEAD
PROPOSED 4-SECTION
SIGNAL HEAD
��'1 PROPOSED VIRTUAL DETECTION ZONE
PROPOSED INDUCTIVE LOOP
_j I' EXISTING
- -1,... ,,.
SIGNAL HEAD
-+-C>
RELOCATED
SIGNAL HEAD
PROPOSED 5-SECTION
(CLUSTER! SIGNAL HEAD
PEDESTRIAN
SIGNAL HEAD
_.. PROPOSED VIDEO DETECTION CAMERA
0 PROPOSED MAGNETOMETER ■� PROPOSED RADAR
- :1i'i-11•4) �I, 1" I
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b;;_1, , cJJ ...,-¥-.", 'DJ-,I (•
PEDESTRIAN SIGNS
01]
START CROSSING
WATCH FOO
�EHICLES
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DON'T START
FINISH CRO�G
IF STARTED
[QB] TII,£ AEM�NlriG
TO FNSH CROSSING
TIMER
STEADY
DON'T CROSS
PUSH BUTTON
TO CROSS
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9" X /5"
01]
START CROSSNC
WATCH FOR
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IF STARTED
[QB] TIME AElll,\l�NG
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Georgia Department of Transportation
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LED SIGNAL HEADS WITH
RETRO-REFLECTIVE BACKPLATES
12" 12' �R R
12" 12' y
12' 12" -
G FY
2, 4, 6, 8
�c;
/2'
EXISTING PULLBOX, TP I I, 3, 5, 7
EXISTING CCTV ON CONCRETE STRAIN POLE
EXISTING Rl-2 SIGN
REFRESH ALL EXISTING CROSSWALK STRIPING (TYP. J
SEE NOTE I
LED SIGNAL HEADS
HD 18'
P2,P4,P6, PB
A- R. V
DEJ, 01 LOLL
TMC
GEORGIA 0.0.T.
INSTALL R560-5 SIGN
EXISTING R4-7 SIGN
EXISTING 6' X 6' VIRTUAL SETBACK DETECTION ZONE !TYP. I
lill.J Department 0017278
--'.tv-T"/f.;fl,.[[t'r--E-T---'.tv---E-T---',/v---E-T---'.tv---E-T--..J\/r--E-T---'.tv---E-T--..J\/r--E·T---',/v---E-T-- --E-T---',/v- -E-T-�·Vf#,---e--+-1
INSTALL:
THERMOPLASTIC SKIP TRAF ST, 5 IN, WHITE 150 GLFJ . ----\---( 2' SEG. 6' GAP! '-,-
-- SPEED L,JJJ.LT. 45 MPH
400' TO STOP BAR
,{f'
SR 20 I GRAYSON HWY --
SPEED LIMIT· 45 MPH
--1-\--:� V6B
.f\r \ '8 V6A
THERMOPLASTIC STRIPING DETAIL 'C' WHITE 1140 SY!
---- INSTALL:
!,[fl[ Jijjl<Jlli]
V!IEl[i) @llil lfU;\;Dillllil(I;
'l'[l,1,@W k\l<Jl<ll!!IW
R/0-5A 30" X 36"
10' PEDESTRIAN PEDESTAL POLE
PEDESTRIAN PUSHBUTTON STATION IP4/
RIO-Jell! SIGN
PEDESTRIAN SIGNAL HEAD IP41
2-2' CONDUIT, NONMETAL, TP 3 150 LF!
I-I' CONDUIT, NONMETAL, TP 3 125 LF!
REMOVE EXISTING PEDESTAL POLE, PUSHBUTTON STATIONS
AND SIGNAL HEADS
REMOVE EXISTING Rl-2 SIGN
EXISTING STEEL STRAIN POLE, TP IV WI 60' AND 65'
TANDEM MAST ARMS
INSTALL:
/0' PEDESTRIAN PEDESTAL POLE
PEDESTRIAN PUSHBUTTON STATION IP2!
RIO-Je/R! SIGN
PEDESTRIAN SIGNAL HEAD IP2!
2-2' CONDUIT. NONMETAL. TP 2 120 LF!
I- I' CONDUIT, NONMETAL, TP 2 UO LF !
REGULATORY SIGNS
HU� lAI
@)lf (O)� FOIi PEDEITIIIUI
I CIIGHIAU.
R560-5 18' X 24" R/-2 R4-7
36' X 36" X 36" 24' X 30"
OVERHEAD STREET NAME SIGNS
Grayson Hwy I
DJ - I ( • I !
90' X I B'
♦ Grayson-New Hope Rd 11
DJ-/ ('2!
120' X I 8"
Grayson-New Hope Rd ♦ 11 D3- I ( '4 !
120' X I 8"
Grayson Pkwy +I D3-I ('3!
l/4"X/8'
+ Grayson Pkwyl
DJ-/ ('5!
l/4"X/B'
REV IS/ON DATES SIGNAL PLANS
SCALE IN FEET
30 60 120
SR 20 I GRAYSON HWY
AT SR 84 I GRAYSON-NEW HOPE RD TS-187
CHECKED, DATE,
BACKCHECKED, DATE,
DRAWING No.
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