Opens April 28 ? 2026 Street Resurfacing Program Phase II ? Plan Drawings
| Location: | Illinois |
|---|---|
| Posted: | Apr 20, 2026 |
| Due: | Apr 28, 2026 |
| Agency: | Effingham city |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
Opens April 28 – 2026 Street Resurfacing Program Phase II – Plan Drawings
Public Works bids
Posted on April 20, 2026
Attachment Preview
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
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