Opens April 28 ? 2026 Street Resurfacing Program Phase I ? Plan Drawings

Location: Illinois
Posted: Apr 21, 2026
Due: Apr 28, 2026
Agency: Effingham city
Type of Government: State & Local
Category:
  • C - Architect and Engineering Services - Construction
Publication URL: To access bid details, please log in.
Opens April 28 – 2026 Street Resurfacing Program Phase I – Plan Drawings Public Works bids
Posted on April 21, 2026
Download

Attachment Preview

²Notes:
Lighting and Parking Blocks will be
completed by City Personnel.
The original parking lot and on
entrance shall remain open for
events. See specifications for
dates.
Remove existing pavement.
Construct 8" PCC Driveway Pavement.
160 SQ YDS.
Match the Geometry of the drive built off of Outer
Belt West including curb on radius
Remove existing sidewalk.
Construct 8" PCC Sidewalk 5' wide.
Set new sidewalk elevation ~4"
higher than existing sidewalk
12" Storm Sewer
8" Storm Sewer
Connect storm
sewer to existing
structure.
Remove existing sidewalk
as needed to build storm
sewer.
Construct 4" PCC sidewalk
matching width of existing
99 ft
12" Storm Sewer
Inlet Type A
w/Type 3 F&G.
18" tall structure.
Location can be
adjusted in field.
Inlet Type A
w/Type 3 F&G.
18" tall structure.
Location can be
adjusted in field.
Inlet Type B
w/Type 8 F&G
24" tall
structure.
CCC&G, B-6.24
Grade to drain from drive to
inlet. Inlet location can be
adjusted in field.
CCC&G, B-6.24
Grade to drain
from east to
inlet. Inlet
location can be
adjusted in field.
240'-0"
CCC&G, B-6.24
Grade to drain from drive to inlet.
Inlet location can be adjusted in field.
EPC Parking area to resurface
No pay item for surface removal.
Use small milling equipment for
tie-in locations at Avenue of
Mid-America, the driveway off of
Outerbelt west, and the sidewalk
in the northwest corner. Overlay
remainder of parking lot with no
milling.
Tack Coat - 0.05 GAL/SQ YD
(7,814 SQ YD, 390 GAL)
HMA Surface Course - 2.0 inches
(7,814 SQ YD, 875 Tons)
Grade parking area to
for positive drainage
EPC Parking new parking area
No pay item for surface removal.
Millings were placed to rough
grade last fall. They need to be
final graded and shall drain area
to the west as shown.
HMA Binder Course - 2.0 inches
(3,738 SQ YD, 419 Tons)
HMA Surface Course - 2.0 inches
(3,738 SQ YD, 419 Tons)
²Pavement Marking Notes:
1) The intent is to maximize parking while
maintaining drive aisles and nominal parking
stall widths of 10'. When laying out parking,
suggestions for changes are welcome but
should be discussed with the City.
2) Parking lines are 4" white lines. Stalls are
nominally 10' wide and 18' deep.
3) Drive aisles are to be 24' wide.
4) Lines are intended to line up across the
entire parking lot.
18'-0"
24'-0"
18'-0"
24'-0"
36'-0"
24'-0"
33'-0"
90'-0"
18'-0"
24'-0"
24'-0"
30'-0"
60'-0"
130'-0"
18'-0"
24'-0"
30'-0"
333'-4"
30'-0"
24'-0"
36'-0"
36'-0"
24'-0"
36'-0"
24'-0"
24'-0"
36'-0"
18'-0"
24'-0"
18'-0"
²
Areas for handicap
parking should be 2% or
flatter
WASHINGTON
Saw cut around
barricade and leave
existing asphalt in place.
112
60 Yds²
Areas for handicap
parking should be 2% or
flatter
City owned parking
120
HMA Surface Removal, 1.75 inches
(1,876 SQ YD)
HMA Surface Course - 2.0 inches
(210 Tons)
101Areas for handicap
parking should be 2% or
flatter
Saw cut around carport
and leave existing
asphalt in place.
Saw cut north of inlet
and leave existing
asphalt in place.
County owned parking
HMA Surface Removal, 1.75 inches
(1,233 SQ YD)
HMA Surface Course - 2.0 inches
(138 Tons)
²
Pavement Marking Notes:
1) The intent is for the pavement markings in
this parking lot to be put back in the same
locations as existing.
2) Parking lines are 4" white lines.
3) Handicap parking stalls are to include an
International Symbol of Accessiblity pavement
marking constructed per IDOT Hightway
Standard 780001.
Yellow 4" lines for
boundary of the hatched
space.
Yellow 6" hatch lines 3'
apart for dead space.
WASHINGTON
Parking lines angled at
approx. 45 degrees.
Yellow 4" lines for
boundary of the hatched
space.
Yellow 6" hatch lines 3'
apart for dead space.
9'-0"
9'-3"
112
11'-0" 11'-0"
5'-0"
24'-0"
8'-0"
11'-0" 11'-0"
9'-0"
11'-0" 8'-0"
11'-0"
101
Yellow 4" lines for
boundary of the hatched
space.
120
Yellow 6" hatch lines 3'
apart for dead space.
Yellow 4" lines for
boundary of the hatched
space.
Yellow 6" hatch lines 3'
apart for dead space.
This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.
Daily notification on new contract opportunities

With GovernmentContracts, you can:

  • Find more opportunities and win more business
  • Receive daily alerts for all new bid opportunities
  • Get contract opportunities matched to your business
ONE WEEK FREE TRIAL

See also

#AQBS422 Request for Professional Services Qualifications (QBS): Facilities Master Plan for SIU Carbondale

Illinois Public Higher Education

Bid Due: 3/14/2028

Architectural Design Services for Civic Center Interior Renovations for Village of Glen Ellyn

Glen Ellyn village

Bid Due: 7/13/2026

Bid Number: VRNTL-27-Q-01 Bid Title: AIRPORT ENGINEERING CONSULTANT Category: Request for Qualifications (RFQ)

Rantoul village

Bid Due: 6/25/2026

Project: IT General Controls and Cybersecurity Audit RFP Ref. #: NC2615 Department: Office

City Colleges of Chicago

Bid Due: 7/17/2026

* Disclaimer: Information regarding bids, requests for proposals (RFPs), or requests for qualifications (RFQs) is provided on this website only for convenience and does not constitute official public notice. Persons wishing to respond to or inquire about bids, RFPs, or RFQs should contact the appropriate government department.