Project Information

Bid Title

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

Issuing Agency

Effingham city

Location

Illinois

Published Date

Apr 21, 2026

Closing Date

Apr 28, 2026

Government Level

State & Local

Status

Closed

Original Source

Join to Access Full Details

Bid Inquiries

Join to Access Full Details

Bid Documents

Join to Access Full Details

Project Description

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.

Commodity Codes

• NAICS 541330Engineering Services
• NAICS 541611Administrative Management and General Management Consulting Services
• NAICS 541690Other Scientific and Technical Consulting Services
• NAICS 541990All Other Professional, Scientific, and Technical Services

* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.