Sanjo C702 Add_1.pdf
PDF 1 MB Posted
- Solicitation number
- PE-66760-NONST-2026-000000008
- Issued by
- Gwinnett County, Georgia
About this file
This is an addendum to construction detail plans for the City of Dacula, Georgia's Sanjo Street Widening, Paving, Drainage, and Sidewalk Improvements Project, prepared by Bowman Consulting Group Ltd. The addendum contains detailed construction specifications and technical drawings (Sheet C702) for the project, which involves demolition of the existing one-way asphalt road, widening to accommodate two-way traffic, installation of new base and pavement sections, and implementation of new storm drainage infrastructure within the city right-of-way and easements. The bid set date was November 21, 2025, with the certificate of authorization effective November 14, 2025. The project is identified as 24-204(200577-01-001) and funded through Community Development Block Grant (CDBG) resources.
The addendum provides comprehensive construction details including specifications for 24-inch concrete curb and gutter installations with 3000 PSI Class A concrete, standard and spill curb configurations, zero-height curb details at driveways, and sidewalk construction requirements using fiber-reinforced concrete. Additional specifications cover pavement details with traffic markings and GA DOT standards, expansion and contraction joint requirements with polyurethane sealants, sign footing details, crosswalk markings using paver materials with minimum 10,000 PSI strength ratings, and ADA ramp curb and gutter configurations. All work is required to comply with Georgia DOT standards and the Manual on Uniform Traffic Control Devices (MUTCD). The document serves as an instrument of service for the specific project and client, with restrictions on reuse without written authorization and adaptation by Bowman Consulting.
View the file
Other files
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
B ow m an
C on su lti ng G ro up
L td
S ilv er P ea k
P ar kw ay
S uw an ee
, G A
P ho ne
0)
-6 w w w .b ow m an .c om
B ow m an
C on su lti ng G ro up
L td
G W
IN
N
ET
T
C O
U N
TY
CONSULTANT PROJECT #
RWH SADKDW
C
DB
G F
O R
CI
TY
O F
DA
CU
LA
SA
NJ
O
S
TR
EE
T
W
ID
EN
IN
G , P
AV
IN
G , D
RA
IN
AG
E, AN
D
SI
DE
W
AL
K
IM
PR
O
VE
M
EN
TS
P
RO
JE
CT
C
IT
Y O
F D
AC
U
LA
, G
A
24-204(200577-01-001)
C er tif ic at e of A ut ho riz at io n
Li ce ns e
N o.
L
SF
200577-01-001
11/14/2025
BID SET11/21/2025
Fi le
P at h
TH
IS
D
O C
U M
EN
T, T O
G
ET
H
ER
W
IT
H T
H E
C O
N C
EP
TS
A N
D D
ES
IG
N S
PR
ES
EN
TE
D H
ER
EI
N , A
S
AN
IN
ST
R U
M
EN
T O
F
SE
R
VI
C E, IS
IN
TE
N
D
ED
O N
LY
F
O R
T H
E
SP
EC
IF
IC
P
U R
PO
SE
A N
D C
LI
EN
T
FO
R W
H
IC
H
IT
W
AS
P R
EP
AR
ED
R
EU
SE
O
F
AN
D
IM
PR
O
PE
R
R
EL
IA
N
C E
O N
T H
IS
D
O C
U M
EN
T
W
IT
H O
U T
W R
IT
TE
N A
U
TH
O R
IZ
AT
IO
N
A N
D A
D
AP
TA
TI
O N
B Y
BO
W
M
AN
C O
N
SU
LT
IN
G S
H
AL
L
BE
W
IT
H O
U T
LI
AB
IL
IT
Y
TO
B O
W M
AN
C
O N
SU
LT
IN
G
V:
\2
- C ity o f D ac ul a\
-0 1-
(E N
G
A dm in is tra tiv e Bu ild in g\ En gi ne er in g\ En gi ne er in g Pl an s\
SA
N
JO
S
H
EE
TS
\2
7-
-D S
AN
JO
C
D
TL
.d w g
Ja nu ar y
9, C702
C O
N
ST
R U
C
TI
O N
D
ET
AI
LS
24" CONCRETE CURB & GUTTER DETAIL
NTS
24"
3000 PSI CLASS A CONC.
SLOPE: 3/4" in 1'
6"
2" 1"5"
6" 7.
5"
STANDARD 6" x 12" x 24"
CONCRETE CURB AND GUTTER (C&G)
NOTE:
1. MINIMUM OF 4" G.A.B. BASE UNDER CURB & GUTTER TYPICAL.
2. COMPACTED SUBGRADE A MINIMUM OF 98% MODIFIED
PROCTOR.
3. CONCRETE SHALL BE 3000 PSI CLASS A.
98% COMPACTED SUBGRADE
24"
SLOPE: 3/4" in 1'
6"
2" 1"5"
6" 7.
5"
STANDARD 6" x 12" x 24" SPILL
CONCRETE CURB AND GUTTER (C&G)
24"
SLOPE: 3/4" in 1'
6"
2" GUTTER LINE
6" 7.
5"7.
5"
98% COMPACTED SUBGRADE
98% COMPACTED SUBGRADE
STANDARD 6" x 6" x 24"
ZERO HEIGHT CONCRETE CURB AT DRIVEWAYC
B
A
PAVEMENT DETAILS
N.T.S.
1 TRAFFIC MARKINGS
NTS
WIDTH OF TRAVEL LANE
(12'-0" TYPICAL)
24"
5"
5"5"
GA DOT STANDARD 'STOP
BAR' TWO COATS WHITE
THERMOPLASTIC
GA DOT STANDARD DOUBLE
5" SOLID YELLOW TWO COATS
WHITE THERMOPLASTIC
NOTES:
1. ALL TRAFFIC TO INSTALLED PER GEORGIA DOT STANDARDS.
2. REFER TO GA DOT STANDARD 'T-11A'.
3. ALL STRIPING SHALL CONFORM TO LATEST EDITION OF MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND ANY SUPPLEMENTS THERETO.
±12' TRAVEL LANE
(EQ)
±12' TRAVEL LANE
(EQ)
1/2"
SEAL ALL EXPANSION JOINTS TOP WITH
BASF MASTERSEAL NP2 MULTI-COMPONENT
HIGH PERFORMANCE POLYURETHANE
SEALANT, OR APPROVED EQUAL. SUBMIT
GRAY COLOR SAMPLES FOR THE OWNER'S
APPROVAL .
1/2" RAD. (TYP.)
1/ 8"
3/4" EXPANSION
JOINT MATERIAL
CONCRETE
NOTE: EXPANSION JOINTS EVERY 50' MINIMUM,
OR AS SHOWN
NOTE: CONTRACTION JOINTS
EVERY 10' OR AS SHOWN
4"
3/ 4"
M
IN
SEE CONTRACTION
JOINT SEAL DETAIL
3,000 PSI CONCRETE
FIBER REINFORCED
WIDTH OF SAW BLADE
A CONTRACTION JOINT
NTS
CONTRACTION JOINT SEAL
NTS
B EXPANSION JOINT
NTS
UTILIZE "SNAP-CAP", "VOID CAP" OR,
APPROVED EQUAL WITH REMOVABLE
OTHER 1/2" X 1/2" CAP TO CREATE
VOID SPACE FOR SEALER.
4"
3/4" DEEP
TROWEL WINDOW PANE
FINISH
1/2" EXPANSION
EVERY 50'
JOINT
FOR CONTRACTION
TROWELED JOINT
2" SMOOTH
FINE BROOM
WIDTH AND CONTRACTION JOINTS
98% COMPACTED
SUBGRADE (TYP.)
NOTES:
1. SIDEWALK TO BE CONSTRUCTED OF CLASS "A"-3000 PSI
CONCRETE WITH 100% VIRGIN POLYPROPYLENE FIBRILLATED
FIBERS ADDED AT THE RATE OF 1.5 LBS PER CUBIC YARD.
AS ILLUSTRATED ON PLAN
MAX. 2% SIDE SLOPE
S S
REFER TO SHEET
C-3 FOR SLOPE DIRECTION
CONCRETE SIDEWALK DETAIL
NTS2
C
COMPACTED TOP 12" OF
SUBGRADE TO 98% OF MAXIMUM
THEORETICAL DENSITY
10" GRADED AGGREGATE BASE
(GAB)
3" OF 19mm SUPERPAVE
(TYPE 'B' BINDER)
1-1/2" OF 9.5mm SUPERPAVE
(TYPE 2 SURFACE COURSE)
LOCAL COMMERCIAL PAVEMENT
NTS
2"
12"6"
6"
3,000 PSI CONCRETE
DIA.
6"
2'-0"
2'- 0"
2'- 0"
4'-0"
SINGLE SUPPORT
POST FOUNDATION - SECTION
2" SQUARE GALVANIZED STEEL
POST; 0.125" THICK WALLS
SQUARE GALVANIZED SLEEVE SIZED TO FIT
POST WITH MINIMAL FREE-PLAY.
0.125" MIN. THICK WALLS
THRU-BOLT IN BOTH DIRECTIONS
WITH 1/4" STAINLESS BOLT
4" (M
IN.
95% COMPOSED SUBGRADE
MIN. 6" SLEEVE
ABOVE CONC. PAD
DOUBLE SUPPORT
6"
SIGN FOOTING DETAIL
N.T.S.
STOP
8' -0
STANDARD 30" X 30" D.O.T.
STOP SIGN, POP RIVETED
2" SQ. 16 GA. GALV.
STEEL POST SEE FOOTING
DETAIL.
GENERAL NOTES:
1. ALL SIGNS, EXCEPT STOP SIGNS SHALL COMPLY W/ ANSI 117.1-86,
4.30
2. REFERENCE DETAIL 7/C702 FOR FOOTING AND PAD INSTALLATION
DETAILS.
8"
5'
8"
8" 8"
8"
24"SE
E P
LA
N
FO
R W
ID
TH
(8
'-0 " M
IN
W
ITH
IN
RI
GH
T O F W
AY
ALL STRIPING TO BE 8" WIDE,
WHITE THERMOPLASTIC
8" GAP TYPICAL
STOP SIGN DETAIL
N.T.S.
6 GADOT STANDARD CROSSWALK MARKINGS DETAIL
N.T.S.
SCALE: NOT TO SCALE
Pine Hall BrickPine Hall BrickPine Hall BrickA
IN VEHICULAR DRIVE AREASA 75,000 MAX WEIGHT FIRE TRUCK HAS 22,265 LBS ON FRONT AXLE AND 52,735
LBS ON THE REAR AXLES. THAT'S 26,368 LBS PER AXLE AND 13,184 LBS PER TIRE.
USING 8” X 8” SURFACE AREA FOR TIRE CONTACT, YOU HAVE 64 SQ. INCHES.
13,184 LBS / 64 SQ. IN. = 206 PSI REQUIRED. PAVERS ARE A MINIMUM 10,000 PSI.
8'
4' 6" 8"
8"
PAVER CROSSWALK DETAIL
N.T.S.
(A) PAVER
8" 3,000 PSI CONCRETE EDGE BAND
6" 3,000 PS CONCRETE CROSSING BAND
ADA RAMP
CURB & GUTTER
CURB & GUTTER
ADA RAMP
3,000 PSI
| Sheets and Views |
| 200577-01-D SANJO C700 DTL-C702 |
File details come from the government source that posted it. Updated .