4-Ontario 2026 Full Set R1 2026-09-16.pdf
PDF 6 MB Posted
- Attached to
- Ontario Street Drainage Improvements
- Solicitation number
- 3009-1026
- Issued by
- Will County, Illinois
About this file
This is a technical specification and design document for the Ontario Street Drainage Improvements project in Illinois, prepared by the Illinois Department of Transportation (IDOT) District 1. The project involves drainage improvements along Ontario Street, Singleton Place, and adjacent areas, with detailed construction standards and specifications for pavement work. The document outlines specific requirements for catch basins (Type D per standard 602016-02), inlet structures (Type B per standard 602306-03), frames and lids (Type 1 per standard 604001-05), and traffic control devices. The project specifications reference IDOT District 1 standards for construction practices including frame and lid adjustment with milling (BD08), butt joints and hot-mix asphalt taper (BD32), traffic control and protection for side roads, intersections and driveways (TC10), and typical pavement markings (TC13).
The hot-mix asphalt (HMA) mixture requirements specify a surface course mix "D" with N50 (IL-9.5mm) at 11.5 inches depth and 4% air voids at 50 Gyr, and a binder course IL-19.0 at 21.5 inches depth with identical air void specifications. The asphalt cement type shall be "SBS/SBR PG70-22" for polymerized mixes and "PG 64-22" for non-polymerized mixes unless modified by District One special provisions. The weight calculation for HMA surface mixture quantities is standardized at 115 lbs per square yard per inch. The document includes technical details such as level spreader configurations and references District One special provisions regarding recycled asphalt pavement (RAP) percentages. No pricing information, bid deadlines, or contract award details are contained within this specification document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2-Special Provisions Ontario.docx | DOCX document | |
| 5-3009-1026 (1).pdf | ||
| 6-3009-1026 BID TABULATION.pdf | ||
| 1-LEGAL NOTICE.pdf | ||
| 3-Soil Boring Plan and Logs 2025.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
ldodge Text Box 09-16-26 ldodge Text Box 02-04 ldodge Text Box
STRUCTURE CALLOUT
ldodge Text Box
LMD
IDOT HIGHWAY STANDARDS
IDOT DISTRICT 1 STANDARDS
602016-02 CATCH BASIN TYPE D
602306-03 INLET TYPE B
604001-05 FRAMES & LIDS TYPE 1
701901-11 TRAFFIC CONTROL DEVICES
BD08 DISTRICT ONE FRAMES AND LIDS ADJUSTMENT WITH MILLING
BD32 DISTRICT ONE BUTT JOINTS AND HMA TAPER
TC10 DISTRICT ONE TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS AND DRIVEWAYS
TC13 DISTRICT ONE TYPICAL PAVEMENT MARKINGS
FO
T
LIE
O
O
AORSS
SD
RC
C
TIY
C
A M
F5
DI
RI
MES A
80NOI
LILI,
J
O
FO
T
LIE
O
O
AORSS
SD
RC
C
TIY
C
A M
F5
DI
RI
MES A
80NOI
LILI,
J
SINGLETON PL
ONTARIO STREET
SINGLETON PLACE
alley
FO
T
LIE
O
O
AORSS
SD
RC
C
TIY
C
A M
F5
DI
RI
MES A
80NOI
LILI,
J
HOT-MIX ASPHALT MIXTURE REQUIREMENTS
MIXTURE TYPE AIR VOIDS @ Ndes
FLEXIBLE DEPTH PAVEMENT
HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL-9.5mm); 11
2 " 4% @ 50 Gyr.
HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50; 21
2 " 4% @ 50 Gyr.
THE WEIGHT USED TO CALCULATE ALL HMA SURFACE MIXTURE QUANTITIES IS 115 LBS/SQ. YD/IN.
THE "AC TYPE" FOR POLYMERIZED HMA MIXES SHALL BE " SBS/SBR PG70-22" AND FOR
NON-POLYMERIZED HMA THE "AC TYPE" SHALL BE "PG 64-22" UNLESS MODIFIED BY DISTRICT ONE
SPECIAL PROVISIONS FOR "PERCENT OF RAP" SEE DISTRICT ONE SPECIAL PROVISIONS.
LEVEL SPREADER DETAIL
N.T.S.
FO
T
LIE
O
O
AORSS
SD
RC
C
TIY
C
A M
F5
DI
RI
MES A
80NOI
LILI,
J
| Sheets and Views |
| 01 Cover |
File details come from the government source that posted it. Updated .