Project Information

Bid Title

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

Issuing Agency

Effingham city

Location

Illinois

Published Date

Apr 20, 2026

Closing Date

Apr 28, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Opens April 28 – 2026 Street Resurfacing Program Phase II – Plan Drawings Public Works bids

Posted on April 20, 2026

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²604

512

510

508

Adjust w/New

Ty 1 F&G w/OL

502

500

422

420

414

412

410

2!!

2!!

2!! JEFFERSON

2!!

2!!

2!!

2!!

Adjust w/New

Ty 1 F&G w/OL

101

511

509

507

Adjust w/New

San. F&G

108

105

114

Adjust w/New

San. F&G

Adjust w/New

San. F&G

503

Jefferson Avenue

HMA Surface Removal - 2.25 inches

(5,086 SQ YD)

HMA Surface Course - 2.5 inches

101

(712 Tons)

SHELBY

Legend:

Fram5e09 and Grate to remain in place

601

201

Frame and Grate to be replaced

Merchant Street

HMA Surface Removal - 2.25 inches

(1,660 SQ YD)

Water Valve to remain

Water Valve to remove

HMA Surface Course - 2.5 inches

(232 Tons)

600

203

510

Notes:

1) There is sidewalk work by Esker and Walker in this

location required to be done before the HMA Surface

Course is constructed.

600

2) Merchant Street may be closed to all traffic. 500

410

209

102

400

320

318

2!!

Remove center delineators

2!!

prior to milling.

Replace when resurfacing is

complete.

2!! 2!!

200

206

201

²

604

101

Yellow 4" lines for

boundary of the hatched

space.

Yellow 6" hatch lines 7'

512

apart for5d10ead space.

508

65'-0"

20'-0"

typ.

FG FG

GF FG

FG FG FG FG

22'-0"

511

509

507

502

500

Yellow 4" line

10' line with 30' gap

JEFFERSON

503

Yellow 4" lines for

boundary of the hatched

422 space.

420

414

Yellow 6" hatch lines 7'

apart for dead space.

GF GF

65'-0"

GF

101

412

410

White 4" line

400White 4" line

320

20'-0"

3' line with 9' gap

3' line with 9' gap

typ.

FG GF

75'-0"

FG FG GF

48'-0"

40'-0GF"

FG

FG

FG GF GF GF

22'-0"

White 4" line

Double Yellow 4" FG

line with 4" gap

between each line

GF

GF

FG

40'-0"

GF

FG

FG

25'-0" GF

Pavement Marking Notes:

1) Where Pavement Marking is shown in areas not resurfaced, match the location of the existing

lines. No removal of the existing line is required.

2) Cross walks to be 6" white lines 6 feet apart. They are to line up with the curb ramps.

3) Stop bars are to be 24" white lines. They should be placed in line with the stop signs.

4) Parking "ticks" are to be white 6" lines. Each stall is to be 12001 ' long and 8' wide unless otherwise

marked in the plan view. See Parking "tick" details on the sheet for Location 04B.

5) Painted arrows are to be white and meet the requirement for a "Large" arrow as defined on IDOT

Highway Standard 780001. Locations are approximate and can be scaled from this sheet.

6) The intent is for the pavement markings on this street to be put back in the same locations as

existing.

White 4" line

Double Yellow 4"

line with 4" gap

between each line

318

White 4" line

65'-0"

White 4" line

3' line with 9' gap

JEFFERSON 40'-0"

RRRR ssyymmbboollss ppeerr

HHiigghhwwaayy SSttaannddaarrdd

778800000011

²

2!!

314

Adjust w/New

Ty 1 F&G w/OL

2!!

Remove inlet

Install new Type A Inlet

with Type 24 F&G

Adjust w/New

Ty 1 F&G w/OL

2!!

2!!

2!!

Adjust w/New

Ty 1 F&G w/OL

Adjust w/New

San. F&G

2!!

304

310

201

2!!

WASHINGTON

Washington Ave and Front St

HMA Surface Removal - 3.75 inches

(1,713 SQ YD)

HMA Binder Course - 2.0 inches

(192 Tons)

HMA Surface Course - 2.0 inches

(192 Tons)

107

Legend:

Frame and Grate to remain in place

Frame and Grate to be replaced or Inlet and Frame

and Grate to be replaced

Notes:

1) There is sidewalk work by Esker and Walker in this

location required to be done before the HMA Surface

Course is constructed.

2) Washington Avenue and Front Street may be closed to

through traffic.

300

214

²

Double Yellow 4"

line with 4" gap

between each line

314

White 4" lines for

boundary of the hatched

space.

White 6" hatch lines 5'

apart for dead space.

Parking lines are to 201

be 4" white lines.

They are angled at

approx. 45 degrees.

WASHINGTON

White 4" lines for

boundary of the hatched

3'-0"

space.

White 6" hatch lines 3'

apart for dead space.

11'-0"

Yellow 4" lines for

boundary of the hatched

space.

Yellow 6" hatch lines 5'

apart for dead space.

Double Yellow 4"

line with 4" gap

between each line

FG

GF

GF

107

Pavement Marking Notes:

1) Where Pavement Marking is shown in areas not

resurfaced, match the location of the existing lines. No

removal of the existing line is required.

2) Cross walks to be 6" white lines 6 feet apart. They are

to line up with the curb ramps unless otherwise shown.

3) Stop bars are to be 24" white lines. They should be

304

placed in line with the stop signs.

4) Parking "ticks" are to be white 6" lines. Each stall is to

310 White 4" lines for

boundary of the hatched

space.

White 6" hatch lines 5'

apart for dead space.

be 22' long and 8' wide unless otherwise marked in the

plan view. See Parking "tick" details on the sheet for

Location 04B.

5) Painted arrows are to be white and meet the

requirement for a "Large" arrow as defined on IDOT

Highway300Standard 780001. Locations are approximate

and can be scaled from this sheet.

214

6) The intent is for the pavement markings on this street to

be put back in the same locations as existing.

²

Legend:

Frame and Grate to remain in place

Frame and Grate to be replaced or Inlet and Frame

and Grate to be replaced

Water Valve to remain

HMA Binder Course - 3 inches

This is only for the area widened for parking

shown in green

100

(90 SQ YD, 15 Tons)

Notes:

1) Market Avenue may be closed to all traffic.

Parking blocks to be removed

prior to milling and reset after the

resurfacing is complete.

Adjust w/New

Ty 1 F&G w/OL

110 1/2

CCC&G B-6.24

301

215

PCC Sidewalk,

4" thick by 5' wide

Offset 2' behind

CCC&G

2!!

Remove inlet

Install new Type A Inlet

with Type 24 F&G

212

Market Avenue

HMA Surface Removal - 2.25 inches

(1,169 SQ YD)

HMA Binder Course - See Legend for

widened area

HMA Surface Course - 2.5 inches

(164 Tons)

208

208

2!!

MARKET

64 ft

115 ft

PCC Driveway, 8"

Construct 8" sidewalk

through driveway

20'-0"

71 ft

48 Yds²

25'-0"

R=15'

CCC&G B-6.24

PCC Sidewalk,

4" thick by 5' wide

209

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

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