03_Highway_A01.pdf
PDF 700 KB Posted
- Solicitation number
- 0150-0137
- Issued by
- Middlesex County, Connecticut
About this file
This file consists of highway contract plans prepared by the Connecticut Department of Transportation for the rehabilitation of Bridge No. 00906 spanning U.S. Route 202 over the Shepaug River in Washington, Connecticut. The technical drawings detail slope stabilization work and catch basin installations required for the bridge rehabilitation project. The plans specify sediment control devices at Type "C" or "C-L" catch basin inlets, including fiber rolls, silt sacks, sand bags, and deflectors, along with slope stabilization measures incorporating geotextile separation, granular fill, processed aggregate, and riprap placement. Cross-section drawings indicate the installation of 15-inch reinforced concrete pipe (RCP) at depths of 0 to 10 feet, with specific elevations and slopes documented at stations 7+00 and 7+50. The contract plans were prepared by JACOBS, INC. (Wethersfield, CT) and are dated August 10, 2026, with Revision A issued on August 12, 2026, addressing slope stabilization details. Bids for this project are due September 23, 2026 at 2:00 p.m. EDT.
The solicitation is subject to Disadvantaged Business Enterprise (DBE) requirements under the Connecticut Department of Transportation's Invitations to Bid (ITB) process. No specific pricing information, contract term duration, or renewal options are detailed within the technical drawings. Inquiries regarding project scope clarification and bidding requirements should be directed to Rebecca Buonocore, Connecticut Department of Transportation, 2800 Berlin Turnpike, Newington, CT 06111; telephone 860-594-2231 or Rebecca.Buonocore@ct.gov. The solicitation package includes hazardous materials inspection documentation, bidders checklists, and contract special provisions, with the project open to all qualified vendors.
View the file
Other files
Show all 47
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
CATCH BASIN
PLAN
AT TYPE "C" OR "C-L" CATCH BASIN
INLET SEDIMENT CONTROL DEVICE
SECTION
LIFT STRAPS
DUMPING STRAPS
SILT SACK
CATCH BASIN GRATE
9" FIBER ROLL
TYPE "C" OR "C-L" CATCH BASIN TOP
FIBER ROLL AROUND
CURB DEFLECTOR
SAND BAG
SAND BAG
CONTROL SYSTEM AT CATCH BASIN
NOTE: THIS ITEM WILL BE MEASURED BY EACH SEDIMENT
CONTROL SYSTEM AT CATCH BASIN
NOTE: THIS ITEM WILL BE MEASURED BY EACH SEDIMENT
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
8/10/2026
SIGNATURE BLOCK: DRAWING TITLE:
MDS-03
TOWN(S):
WASHINGTON
OVER SHEPAUG RIVER
REHABILITATION OF BRIDGE NO. 00906 - U.S. ROUTE 202
PLOTTED DATE:
C:\Users\SMITHC16\State of Connecticut\0150-0137 - Design\Highways\Contract_Plans\HW_CP_0150_0137_MDS.dgn FILE NAME: SMITHC16 LASTED SAVED BY:
R E
V
D A
T E
R E
V
IS
IO
N
D E
S C
R
IP
T
IO
N
/1
/2
A
S L
O P
E S
T A
B
IL
IZ
A
T
IO
N
0150-0137
DESIGNER/DRAFTER: CJS CHECKED BY: TR
SHEETS
MISCELLANEOUS DETAIL
TRANSPORTATION
DEPARTMENT OF
CONNECTICUT
NOT TO SCALE
SLOPE STABILIZATION, STA. 7+50
EXISTING GROUND
MODIFIED RIPRAP
ROADWAY SECTION (SEE TYP-01)
MASH) AS SHOWN ON PLANS
METAL BEAM RAIL (TYPE R-B
6" PROCESSED AGGREGATE
1.5
3 (MAX.)
SEEDING FOR SLOPE
CONSERVATION
CLASS 2)
GEOTEXTILE (SEPARATION -
6" NO. 3 STONE WRAPPED IN
6" GRANULAR FILL
8' TYP.
.5
TY
P
5'
6'
1.5 FEET HIGH.
BENCH STEPS IN SLOPE APPROXIMATELY 1 TO
ADDENDUM NO. 1
03.07.A1
WETHERSFIELD, CT 06109
SUITE 707
100 GREAT MEADOW ROAD
JACOBS, INC
STA. 7+00.00
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
730 730
740 740
750 750
4:1 12:1 0.4% 2.4%
-5.4% -5.2% 12:1
2:1
E L
.7
S
H D
R
S H
D R
E O
R
E
12.0:1
STA. 7+50.00
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
720 720
730 730
740 740
750 750
760 760
CJS TR
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
8/10/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-02
TOWN(S):
WASHINGTON
OVER SHEPAUG RIVER
REHABILITATION OF BRIDGE NO. 00906 - U.S. ROUTE 202
PLOTTED DATE:
C:\Users\SMITHC16\State of Connecticut\0150-0137 - Design\Highways\Contract_Plans\HW_CP_0150_0137_XS.dgn FILE NAME: SMITHC16 LASTED SAVED BY:
R E
V
D A
T E
R E
V
IS
IO
N
D E
S C
R
IP
T
IO
N
/1
/2
A
S L
O P
E S
T A
B
IL
IZ
A
T
IO
N
0150-0137
DESIGNER/DRAFTER: CHECKED BY:
CROSS SECTIONS - 02
TRANSPORTATION
DEPARTMENT OF
CONNECTICUT
1.
5:
INV. OUT = 752.50
TF = 756.29
STA. 7+42, 20' LT
TYPE 'C' CATCH BASIN 0'-10' DEEP
INV. OUT = 749.00
INV. IN = 750.90
TF = 754.54
STA. 7+42, 20' RT
TYPE 'C' CATCH BASIN 0'-10' DEEP
15" RCP - 0' - 10' DEEP
15" RCP - 0' - 10' DEEP
-1.0% 5.4%
-6.0% -6.0% 12.0:1
1.5:1
E L
.1
S H
D R
S H
D R
E
E
SEE DETAIL ON SHEET MDS-03
BENCHING (TYP.)
1" = 5'
HORIZONTAL SCALE
5' 10'
SEE SUBSET 04 - STRUCTURES FOR BRIDGE CROSS SECTIONS.1.
GENERAL NOTES
ADDENDUM NO. 1
03.19.A1
WETHERSFIELD, CT 06109
SUITE 707
100 GREAT MEADOW ROAD
JACOBS, INC
File details come from the government source that posted it. Updated .