22-00658-01-ST_Plans.pdf
PDF 12 MB Posted
- Solicitation number
- FY2026-ITB-166
- Issued by
- Champaign County, Illinois
About this file
This document is a comprehensive set of construction plans for the Lincoln Avenue Complete Streets Demonstration project in Champaign, Illinois, prepared by the Illinois Department of Transportation (IDOT) for the City of Urbana. The project involves installing temporary traffic control and painting pavement marking lines and symbols on Lincoln Avenue from south of Wascher Drive to Killarney Street, and on Bradley Avenue. The scope of work includes pavement marking removal via water blasting, installation of painted pavement markings in various sizes (24-inch, 12-inch, 6-inch, and 4-inch lines), placement of letters and symbols, installation of changeable message signs, and construction layout and traffic control. The summary of quantities indicates 15,478 square feet of pavement marking removal, with various linear feet of painted markings: 373 feet of 24-inch paint lines, 941 feet of 12-inch paint lines, 8,110 feet of 6-inch paint lines, and 23,356 feet of 4-inch paint lines, plus 1,944 square feet of letters and symbols and 90 calendar days allocated for a changeable message sign.
The project is divided into five construction stages with specific traffic control requirements, including maintaining a minimum of one 10-foot-wide lane in each direction at all times except where full closure is indicated, with a work zone speed limit of 30 mph. The construction staging sequence begins with closing the center of Lincoln Avenue to waterblast and place two-way left turn lane markings, followed by separate stages for northbound and southbound lane markings and bike lane symbols, and concludes with finalizing the center lane markings and Bradley Avenue restriping. All signs and posts erected for the demonstration along Lincoln Avenue and Bradley Avenue shall be removed by the City of Urbana prior to completion of restriping, with no payment provided for this removal. The plans include detailed alignment, benchmarks, and ties with control points, typical cross-sections showing existing curb and gutter configurations, and comprehensive pavement marking legends and specifications in accordance with IDOT standards and the Manual on Uniform Traffic Control Devices (MUTCD). Utility coordination is required with multiple providers including AT&T, Illinois American Water, Ameren, Comcast, and various local communications and sanitary district entities, with the contractor bearing sole responsibility for utility location identification, marking, and site safety.
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Text version
0205 26
02/05 26
GENERAL NOTES
ALL REFERENCES TO THE "DEPARTMENT" OR "ENGINEER" IN THE I.D.O.T. STANDARD
SPECIFICATIONS SHALL INCLUDE THE OWNER OR HIS AGENT
AS APPROPRIATE.
WHERE SECTION, SUB-SECTION, SUBDIVISION, OR PROPERTY MONUMENTS ARE ENCOUNTERED,
THE ENGINEER SHALL BE NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR
SHALL PROTECT AND PRESERVE ALL PROPERTY MARKERS UNTIL AN OWNER OR AUTHORIZED
SURVEYOR HAS WITNESSED OR REFERENCED THEIR LOCATION.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCY IMMEDIATELY.
ALL SECTIONS, DETAILS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS OTHERWISE SHOWN.
ALL THE ELEVATIONS, STATIONS, AND OFFSETS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION.
ALL SIGNS AND POSTS ERECTED FOR THE DEMOSTRATION ALONG LINCOLN AVENUE AND BRADLEY
AVENUE SHALL BE REMOVED BY THE CITY OF URBANA PRIOR TO THE COMPLETION OF RESTRIPING
TO THE ORIGINAL LANE CONFIGURATIONS. THIS WORK SHALL NOT BE PAID FOR BY THE CONTRACT.
1.
2.
3.
4.
5.
LIGHT POLE
PROPOSED SIGN
PROPOSED MANHOLE
PROPOSED INLET
EXISTING MAILBOX
EXISTING R.O.W. MARKER
EXISTING TREE
EXISTING GUY
EXISTING TELEPHONE PEDESTAL
EXISTING SIGN
EXISTING POWER POLE
CONTROL POINT
EXISTING MANHOLE SANITARY SEWER
EXISTING STORM SEWER
TEMPORARY EASEMENT
EXISTING R.O.W.
PROPOSED STORM SEWER
OVERHEAD ELECTRIC
FENCE
WATER
FIBER OPTIC
CABLE TELEVISION
TELEPHONE
GAS
LEGEND
EXISTING CULVERT
PERMANENT EASEMENT
UTILITY NOTE
THE LOCATIONS OF THOSE BURIED AND ABOVEGROUND
UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR
TO BE REFERENCED FOR CONSTRUCTION PURPOSES.
TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR,
OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE
REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST
ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND
UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING,
BE COORDINATED AMONG THE CONTRACTOR, UTILITY
COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE
AVOIDANCE OF HAZARDS, ASSOCIATED WITH BURIED AND
ABOVEGROUND UTILITIES REMAIN THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST
THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT
CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT
UTILITIES
AT&T
ATTN: TROY LATOZ
tl2671@att.com
ILLINOIS AMERICAN WATER - CHAMPAIGN
ATTN: CHAD KERNS
timothy.kerns@amwater.com
AMEREN
ATTN: MATT ANDERSON
manderson4@ameren.com
COMCAST
ATTN: DAVID WASHENFELDT
David_Washenfeldt@cable.comcast.com
URBANA & CHAMPAIGN SANITARY DISTRICT
ATTN: MATT GRAVEN
mgraven@ucsd4.onmicrosoft.com
PAVLOV MEDIA
ATTN: ROBERT GONZALEZ
rgonzalez@pavlovmedia.com
WINDSTREAM
ATTN: SCOTT BUILTA
309.212.3870
Donald.Builta@windstream.com i3 BROADBAND
309.670.0400 engineering@i3broadband.net
CONSOLIDATED COMMUNICATIONS
ATTN: WES CHAMBERS
wes.chambers@consolidated.com
METRO COMMUNICATIONS
ATTN: CRAIG BENNETT
cbennett@metrocomm.com
CARLE ARROW AMBULANCE SERVICE
ATTN: DALE GRIMM
217.337.3911 dale.grimm@carle.com
CITY OF URBANA
ATTN: DAN ROTHERMEL
217.384.2396 darothermel@urbanaillinois.us
BLUEBIRD NETWORK
ATTN: JAMIE SCOTT
314.220.8996 james.scott@bluebirdnetwork.com
6.
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/1
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/1
/2
/1
/2
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
USER NAME =
PLOT DATE = DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
CONTRACT NO.
SCALE:
STATE OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
I:
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71777177 22-00658-01-ST22-00658-01-ST CHAMPAIGN
LINCOLN AVENUE
GENERAL NOTES AND LEGEND
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ITEM
NO.
CODE
UNIT TOTAL QUANTITY
CODE XXXX
CONSTRUCTION
Z0013798
X7010216
78300202
78001180
78001150
78001130
78001110
78001100
70107025
67100100
CONSTRUCTION LAYOUT
TRAFFIC CONTROL AND PROTECTION, (SPECIAL)
PAVEMENT MARKING REMOVAL - WATER BLASTING
PAINT PAVEMENT MARKING - LINE 24"
PAINT PAVEMENT MARKING - LINE 12"
PAINT PAVEMENT MARKING - LINE 6"
PAINT PAVEMENT MARKING - LINE 4"
PAINT PAVEMENT MARKING - LETTERS AND SYMBOLS
CHANGEABLE MESSAGE SIGN
MOBILIZATION
L SUM
L SUM
SQ FT
FOOT
FOOT
FOOT
FOOT
SQ FT
CAL DA
L SUM
15,478
8,110
23,356
1,944
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D R
D H
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/1
/2
/1
/2
/1
/2
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
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SUMMARY OF QUANTITIES
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� LINCOLN AVENUE
PROPOSED TYPICAL SECTION
STA. 15+56.25 TO STA. 17+61.75
VARIESVARIESVARIESVARIESVARIES
22.00' TO 11.00'0.00' TO
11.00'
22.00' TO 11.00'0.0'
TO
5.5'
0.0'
TO
5.5'
VARIES VARIES
VARIES - 31.50' TO 31.75'VARIES - 41.50' TO 41.25'
E X
IS
T
R
O W
E X
IS
T
R
O W
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
EXISTING PCC SIDEWALKEXISTING PCC SIDEWALK
EXISTING BITUMINOUS SURFACE COURSE EXISTING CONCRETE BASE COURSE
GRANULAR MATERIAL
EXISTING SUB-BASE
4.00' 4.00'
� LINCOLN AVENUE
PROPOSED TYPICAL SECTION
STA. 18+26.11 TO STA. 31+75.00
STA. 41+07.80 TO STA. 46+88.35
VARIES VARIES
5.50'11.00'11.00'11.00'5.50'
E X
IS
T
R
O W
E X
IS
T
R
O
W VARIES - 31.50' TO 40.00'VARIES - 33.50' TO 48.00'
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
EXISTING PCC SIDEWALK
EXISTING CONCRETE BASE COURSE
GRANULAR MATERIAL
EXISTING SUB-BASE
EXISTING BITUMINOUS SURFACE COURSE
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
EXISTING PCC SIDEWALK
4.00' 5.00'
� LINCOLN AVENUE
PROPOSED TYPICAL SECTION
STA. 36+59.75 TO STA. 41+07.80
VARIES VARIES
E X
IS
T
R
O W32.50'50.50'
E X
IS
T
R
O W
VARIES
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
EXISTING CONCRETE BASE COURSE
GRANULAR MATERIAL
EXISTING SUB-BASE
EXISTING BITUMINOUS SURFACE COURSE
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
EXISTING PCC SIDEWALK
VARIES11.00'11.00'VARIESVARIESVARIES
12.50' TO
11.00'
8.00' TO
0.00'
PAINTED
MEDIAN
6.50'
TO
5.50'
7.00'
TO
5.50'
R E
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D R
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N
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D R
D H
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LA
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D
/1
/2
/1
/2
/1
/2
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
SCALE: N.T.S.
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PROPOSED TYPICAL SECTIONS
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LINCOLN AVENUE�
PROPOSED TYPICAL SECTION
STA. 46+88.35 TO STA. 53+95.20
VARIES11.00'VARIES VARIES11.00'VARIES
VARIES - 33.50' TO 62.00'VARIES - 50.00' TO 53.50'
11.00'
0.00' TO
6.00'
12.00' TO
12.00'
0.00' TO
11.00'
0.00' TO
VARIESVARIES VARIES VARIES
EXISTING PCC SIDEWALK
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
EXISTING BITUMINOUS SURFACE COURSEEXISTING BITUMINOUS SURFACE COURSE
EXISTING CONCRETE BASE COURSE EXISTING CONCRETE BASE COURSE
EXISTING SUB-BASE GRANULAR MATERIAL EXISTING SUB-BASE GRANULAR MATERIAL
EXISTING BITUMINOUS SURFACE COURSE
EXISTING BITUMINOUS SURFACE COURSE
GUTTER, TYPE B-6.06
CONCRETE CURB AND
EXISTING COMBINATION
LINCOLN AVENUE�
PROPOSED TYPICAL SECTION
STA. 55+05.00 TO STA. 59+56.22
12.00'12.00'VARIESVARIES10.00'11.00'
VARIES - 57.00' TO 78.50'VARIES - 58.50' TO 81.50'
0.00'
11.00' TO
21.00'
8.00' TO
E X
IS
T
R
O W
E X
IS
T
R
O W
VARIESVARIESVARIES VARIESVARIES
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
CURB AND GUTTER, TYPE B-6.12
EXISTING COMBINATION CONCRETE
EXISTING BITUMINOUS SURFACE COURSEEXISTING BITUMINOUS SURFACE COURSE
EXISTING CONCRETE BASE COURSE EXISTING CONCRETE BASE COURSE
EXISTING SUB-BASE GRANULAR MATERIAL EXISTING SUB-BASE GRANULAR MATERIAL
EXISTING BITUMINOUS SURFACE COURSE
EXISTING BITUMINOUS SURFACE COURSE
EXISTING PCC SIDEWALK
GUTTER, TYPE B-6.06
CONCRETE CURB AND
EXISTING COMBINATION
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/1
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/1
/2
/1
/2
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
SCALE: N.T.S.
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PROPOSED TYPICAL SECTIONS
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D R
D H
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/1
/2
/1
/2
/1
/2
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
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\R o a d
\S h e e t\
P h a s e I
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7177 22-00658-01-ST22-00658-01-ST CHAMPAIGN
SCHEDULE OF QUNATITIES
RLA
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41 6
W V
G V
W V
W V
W V
E M
W V
J
T S
W V
W V
W V
G V
J W
M
W V
W V
W
VJW
V
W V
W V
W V
W V
W
MW
V
W V
W V
W M
10+00 15+0011 12 13 14 16 17 18
.0
P
O T
S
A
M
T C
H L
IN
E
S T
A
.0
0E = 1016108.05
N = 1257723.19
E = 1016144.42
N = 1257702.18
CONTROL POINT #10
E = 1015930.17
N = 1257642.71
CONTROL POINT #21
E = 1016066.86
N = 1258263.69
CONTROL POINT #9
E = 1016347.76
N = 1257651.97
CONTROL POINT #20
RECOVERY TIE
CONTROL POINT #9
SET REBAR
RECOVERY TIE
CONTROL POINT #10
SET REBAR
RECOVERY TIE
CONTROL POINT #20
SET NAIL
RECOVERY TIE
CONTROL POINT #21
SET NAIL
LINCOLN AVENUE
F A
IR
V
IE
W
A V
E N
U E
W A
S C
H E
R D
R
IV
E
W V
INLET
TREE
POLE
LIGHT
NAIL
F A
IR
V
IE
W
A V
E N
U E
.5
18.
6'
23.4'
W V
F A
IR
V
IE
W
A V
E N
U E
NAIL
TREE
TREE
POLE
LIGHT
39.3'
.1
.6
W V
G V
J
REBAR
HYDRANT
FIRE
POLE
POWER
INLET
.8
.5
14.3'
F A
IR
V
IE
W
A V
E N
U E
LINCOLN AVENUE
.4'
31.0
.3
LINCOLN AVENUE
REBAR
WIRE
GUY
POLE
POWER
CURB
BACK OF
R E
V
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W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 4+00.00 19+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
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P h a s e I
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A M s h t- A
B T
M O
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RDH
ALIGNMENT, BENCHMARKS, AND TIES
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SCALE IN FEET
W V
G V
W M W
V
W V
J
W V
J
G M
E M
W V
W V
W V
W V
W V
W V
W V
W V W
.0
P
O T
S
20+00 25+00 30+0019 21 22 23 24 26 27 28 29 31 32 33
A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E
S T
A
.0
E = 1016081.72
N = 1259998.08
179°47'23"
E = 1016060.32
N = 1258785.45
CONTROL POINT #8
E = 1016127.41
N = 1259022.81
CONTROL POINT #24
E = 1016116.32
N = 1259238.93
CONTROL POINT #7
E = 1016113.07
N = 1259751.56
CONTROL POINT #6
RECOVERY TIE
CONTROL POINT #6
SET REBAR
RECOVERY TIE
CONTROL POINT #8
SET REBAR
RECOVERY TIE
CONTROL POINT #7
SET REBAR
RECOVERY TIE
CONTROL POINT #24
SET NAIL
LINCOLN AVENUE
E A
D S
S T
R E
E T
S U
N S
E T
D R
IV
E
W V
20.
4'
.3
.4
INLET
POLE
POWER SIGN
REBAR
E A
D S
S T
R E
E T
LINCOLN AVENUE
15.6'
21.5'
.8
S U
N S
E T
D R
IV
E
LINCOLN AVENUE
NAIL
CORNER
BUILDING
INLET
SIGN
24.0'
.4
34.4'
REBAR
TREE
TREE
MANHOLE
LINCOLN AVENUE
J
8.3' 21.1'
.4'
INLET
MANHOLE
TREE
REBAR
LINCOLN AVENUE
R E
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N
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S
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D R
D H
R L
A
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D
/1
/2
/1
/2
/1
/2
1"=50' 19+00.00 34+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
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\C
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\R o a d \S h e e t\
P h a s e I
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F
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A M t- A
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12/18/2025 02
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RLA
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0 50 100
W V
W M
W V
W V
W V
G V
W V
W V
W M
W V
W V
J
G M
E M
J
W V
J
W V
W V
G M
W V
J
W V
E M
W V
W V
W V
W V
W V
5+05.72POT STA
12+15.81POT STA
35+00 40+00 45+0034 36 37 38 39 41 42 43 44 46 47 48
0+00.00POT STA
M A
T C
H L
IN
E
S T
A
.0
M A
T C
H L
IN
E
S T
A
.0
E = 1016443.36
N = 1260337.01
E = 1015733.27
N = 1260334.34
MATCHLINE STA. 3+00.00
MATCHLINE STA. 3+00.00
E = 1015227.57
N = 1260330.46
E = 1016019.79
N = 1260278.04
CONTROL POINT #5
E = 1015735.34
N = 1260360.60
CONTROL POINT #22
E = 1016037.48
N = 1261211.06
CONTROL POINT #3
E = 1016101.88
N = 1260722.81
CONTROL POINT #4
E = 1016110.28
N = 1260589.62
CONTROL POINT #17
E = 1016429.68
N = 1260298.98
CONTROL POINT #23
RECOVERY TIE
CONTROL POINT #5
SET REBAR
RECOVERY TIE
CONTROL POINT #3
CHISELED CROSS
RECOVERY TIE
CONTROL POINT #4
SET REBAR
RECOVERY TIE
CONTROL POINT #17
SET MAG NAIL
RECOVERY TIE
CONTROL POINT #23
SET REBAR
RECOVERY TIE
CONTROL POINT #22
SET REBAR
LINCOLN AVENUE
B R
A D
L E
Y A
V E
N U
E
M E
L R
O S
E B
O U
L E
V A
R D
B E
V E
R L
Y
D R
IV
E
K E
T T
E R
IN
G
P A
R K
D R
IV
E
POLE
POWER
POLE
POWER
TREE
REBAR
.4
.5
19.0'
B R
A D
L E
Y A
V E
N U
E
W V
MANHOLE
POLE
POWER
POLE
POWER
REBAR
.2
.8'
.6
LINCOLN AVENUE
POLE
LIGHT
POLE
POWER
REBAR
27.1'
.6
B R
A D
L E
Y
A V
E N
U E
68.9'
51.3'
.1
TREE
POLE
LIGHT
MAG NAIL
CURB
BACK OF
REBAR
TREE
POLE
LIGHT
LINCOLN AVENUE
POLE
FLAG
28.4'
.5 '5.
5'
LINCOLN AVENUE
SIGN
TREE TREE
CHISELED " "
36.7'
19.6'
.9
LINCOLN AVENUE
B R
A D
L E
Y A
V E
N U
E
E = 1016079.06
N = 1260335.64
STA. 36+12.62 = STA. 8+51.51
°2 7' 9"
°2 7' 9"
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 34+00.00 49+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d \S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n \s h t-
A B
T .d g n
F
IL
E N
A M t- A
B T
M O
D E
12/18/2025 03
RDH
RLA
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0 50 100
SCALE IN FEET
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
W M
G V
JE
M
G V
G V
W M
W V
W V
W V
W V
J
W V
W V
W V
W V
100+00.00POT STA
103+78.96
POT STA
106+51.55
POT STA
50+00 55+0049 51 52 53 54 56 57 58 59
.0
P
O T
S
T C
H L
IN
E
S T
A
.0
E = 1016060.47
N = 1262688.97
E = 1016332.37
N = 1262127.23
E = 1016064.51
N = 1262177.79
STA. 54+54.82 = STA. 103+78.96
E = 1015685.65
N = 1262169.14
E = 1016027.74
N = 1261725.92
CONTROL POINT #2
BENCHMARK #12
E = 1016106.21
N = 1262238.61
CONTROL POINT #1
E = 1016010.02
N = 1262644.15
CONTROL POINT #16
RECOVERY TIE
CONTROL POINT #1
SET REBAR
RECOVERY TIE
CONTROL POINT #2
SET REBAR
RECOVERY TIE
CONTROL POINT #16
SET NAIL
LINCOLN AVENUE
K
IL
L A
R N
E Y
S T
R E
E T
POLE
LIGHT
POLE
POWER
INLET19
.2
.6'
49.6'
REBAR
LINCOLN AVENUE
.2
21.3'
11.3'
LINCOLN AVENUE
REBAR
INLET
ARM
MAST
HANDHOLE
51.0'
53.6'
46.6
POLE
POWER
INLET
TREE
LINCOLN AVENUE
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 49+00.00 64+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d \S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n \s h t-
A B
T .d g n
F
IL
E N
A M t- A
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M O
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12/18/2025 04
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R
V
IE
W E
D
D R
A W
N
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S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
GENERAL NOTES
TRAFFIC CONTROL IS AN INTEGRAL PART OF THE CONTRACTOR'S MEANS AND METHODS FOR COMPLETING
THE WORK. THE REQUIREMENTS SET FORTH HEREIN AND WITHIN THE PROJECT SPECIFICATIONS PRESENT
THE MINIMUM REQUIREMENTS FOR THE CONTROL AND PROTECTION OF PEDESTRIAN, BICYCLE, AND
VEHICULAR TRAFFIC. THE CONTRACTOR SHALL IMPLEMENT ALL ADDITIONAL MEASURES NECESSARY TO
FULLY PROTECT PEDESTRIANS, BICYCLES, VEHICLES AND THE CONTRACTOR'S WORK FORCE FROM THE
CONTRACTOR'S WORK ACTIVITIES AND FROM PASSING TRAFFIC. FIELD MODIFICATION OF THE TRAFFIC
CONTROL SCHEME DEPICTED IN THE TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER.
THE CONTRACTOR'S TRAFFIC CONTROL PLAN AND SEQUENCE OF CONSTRUCTION SHALL INCORPORATE
THESE REQUIREMENTS:
A. A MINIMUM OF ONE 10 FEET WIDE LANE SHALL BE PROVIDED IN EACH DIRECTION
AT ALL TIMES EXCEPT WHERE THE PLANS INDICATE FULL CLOSURE.
B. WORK ZONE SPEED LIMIT SHALL BE 3O MPH.
ANY CHANGES TO THE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2
WEEKS PRIOR TO START OF CONSTRUCTION AND 72 HOURS BEFORE CHANGING STAGES.
THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TRAFFIC IN ACCORDANCE WITH THE TRAFFIC CONTROL
PLANS, SPECIAL PROVISIONS, APPLICABLE STATE STANDARDS, AND AS DIRECTED BY THE ENGINEER.
STAGING PLANS ARE SCHEMATIC IN NATURE AND ARE MEANT TO CONVEY A PROPOSED SEQUENCE OF
WORK AREAS AND NOT NECESSARILY THE LIMITS OF EACH WORK AREA. EXCEPT AS NOTED THERE SHOULD
BE ENOUGH PAVEMENT AVAILABLE TO MAINTAIN EXISTING TRAFFIC PATTERNS.
THE CONTRACTOR SHALL COORDINATE WITH EACH PROPERTY OWNER TO ACCOMMODATE THEIR NEEDS FOR ACCESS.
THE CONTRACTOR SHALL PROVIDE INFORMATION REGARDING THE CONSTRUCTION ACTIVITIES AND SCHEDULES SO
THAT THEY CAN INFORM THEIR EMPLOYEES AND CUSTOMERS ABOUT CHANGES IN ACCESS TO THE PROPERTY.
THE CONTRACTOR SHALL COVER OR REMOVE EXISTING SIGNS THAT CONFLICT WITH THE TRAFFIC CONTROL PLANS AS
DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL SIGNS AS SHOWN ON THE TRAFFIC CONTROL
PLANS AND ADDITIONAL SIGNS AS REQUIRED BY THE LISTED HIGHWAY STANDARDS. THE PROPOSED TRAFFIC CONTROL
SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD 701901, THE DETAILS IN THE PLANS, AND AS DIRECTED
BY THE ENGINEER.
FLASHING LIGHTS SHALL BE PLACED ON ALL TYPE III BARRICADES IN ACCORDANCE WITH STANDARD 701901 AND FIRST
TWO WARNING SIGNS ON EACH APPROACH TO WORK AREA UNLESS OTHERWISE DIRECTED BY THE ENGINEER. STEADY
BURN LIGHTS SHALL BE PLACED ON ALL DRUMS AND BARRICADES (EXCEPT FOR TYPE III BARRICADES) IN ACCORDANCE
WITH STANDARD 701901 UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
TRAFFIC CONTROL DEVICES MAY BE ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY THE ENGINEER.
ADJUSTMENTS TO THE TRAFFIC CONTROL DEVICES SHALL BE INCLUDED IN THE LUMP SUM PRICE OF TRAFFIC
CONTROL AND PROTECTION (SPECIAL), AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. TRAFFIC CONTROL
DEVICES SHALL BE REMOVED AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) WEIGHTED SAND BAGS ON EACH TYPE II BARRICADE USED
(ONE WEIGHTED SAND BAG ACROSS EACH BOTTOM RAIL) AND A MINIMUM OF FOUR (4) WEIGHTED SAND BAGS ON
EACH TYPE III BARRICADE USED.
TO THE FULLEST EXTENT POSSIBLE, THE EXISTING PAVEMENT MARKINGS SHALL BE USED FOR TRAFFIC CONTROL.
THE CONTRACTOR SHALL REMOVE THE EXISTING PAVEMENT MARKINGS OR THE PREVIOUSLY INSTALLED WORK
ZONE PAVEMENT MARKINGS THAT CONFLICT WITH THE TRAFFIC CONTROL PLAN DESIGNATED FOR EACH
CONSTRUCTION STAGE OR AS DIRECTED BY THE ENGINEER. PLACEMENT AND REMOVAL OF WORK ZONE PAVEMENT
MARKINGS REQUIRED BY THE TRAFFIC CONTROL STANDARDS WILL NOT BE PAID FOR SEPARATELY, AND NO
ADDITIONAL COMPENSATION WILL BE ALLOWED.
THE WORK ZONES SHOWN ON THE TRAFFIC CONTROL PLANS AND THE PLACEMENT OF SIGNS, BARRICADES, AND
OTHER TRAFFIC CONTROL DEVICES DEPICTED HEREIN ARE SCHEMATIC IN NATURE. FOR SPECIFIC INSTRUCTIONS
ON THE INCLUSION OF SIGNS, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES FOR INDIVIDUAL WORK ZONES, AND THE PLACEMENT THEREOF, REFER TO THE TRAFFIC CONTROL STANDARDS, THE STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION, AND THE TECHNICAL SPECIFICATIONS.
THE INITIAL TRAFFIC CONTROL SETUP AND SUBSEQUENT CHANGES BETWEEN TRAFFIC CONTROL STAGES SHALL BE
PERFORMED DURING NON-PEAK TRAFFIC HOURS AS DIRECTED BY THE ENGINEER. FLAGGERS SHALL BE REQUIRED
DURING THE INITIAL SETUP AND SUBSEQUENT CHANGES OF THE TRAFFIC CONTROL DEVICES AS DIRECTED BY THE
ENGINEER. PEAK HOURS ARE GENERALLY NEAR THE START/END OF THE SCHOOL DAY, 7:00 - 9:00 A.M. AND 2:00 - 4:00 P.M.
THE CONTRACTOR SHALL PROVIDE, INSTALL, MAINTAIN AND REMOVE ALL SIGNS AND SIGN SUPPORTS REQUIRED FOR
TRAFFIC CONTROL AND PROTECTION.
TRAFFIC CONTROL FOR PLACING PAVEMENT MARKINGS ALONG BRADLEY AVENUE SHALL BE SET UP BASED ON THE IDOT
HIGHWAY STANDARDS 701311-03, 701502-09, 701701-10.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
1.
2.
SEQUENCE
STAGE 1 - CENTER OF LINCOLN AVENUE
�CLOSE INSIDE NORTHBOUND AND INSIDE SOUTHBOUND LANES.
�WATERBLAST EXISTING CENTER LINE AND TURN ARROW PAVEMENT MARKINGS.
�PLACE PROPOSED EDGE LINES OF TWO WAY LEFT TURN LANE.
STAGE 2 - NORTHBOUND LINCOLN AVENUE
�CLOSE NORTHBOUND LANE OF LINCOLN AVENUE.
�SHIFT NORTHBOUND TRAFFIC TO PROPOSED TWO WAY LEFT TURN LANE.
�MAINTAIN ACCESS TO RESIDENTIAL AND COMMERCIAL PROPERTIES WHERE APPROPRIATE.
�PLACE LANE LINE FOR NORTHBOUND BIKE LANE AND SYMBOLS.
STAGE 3 - SOUTHBOUND LINCOLN AVENUE
�CLOSE SOUTHBOUND LANE OF LINCOLN AVENUE.
�SHIFT SOUTHBOUND TRAFFIC TO PROPOSED TWO WAY LEFT TURN LANE.
�MAINTAIN ACCESS TO RESIDENTIAL AND COMMERCIAL PROPERTIES WHERE APPROPRIATE.
�PLACE LANE LINE FOR SOUTHBOUND BIKE LANE AND SYMBOLS.
STAGE 4 - CENTER OF LINCOLN AVENUE
�CLOSE PROPOSED TWO WAY LEFT TURN LANE.
�PLACE LEFT TURN ARROWS AND OTHER PAVEMENT MARKINGS WHERE APPLICABLE.
PEDESTRIAN WALKWAYS MUST BE MAINTAINED FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLES, DEBRIS, MUD, CONSTRUCTION EQUIPMENT, STORED MATERIALS, ETC. AND MUST BE BROOM SWEPT DAILY OR AS
DIRECTED BY THE ENGINEER.
ALL HAZARDS NEAR OR ADJACENT TO WALKWAYS MUST BE CLEARLY DELINEATED.
PEDESTRIAN NOTES AND DETAILS
STAGE 5 - BRADLEY AVENUE
�APPLY STANDARDS LISTED IN GENERAL NOTE 13.
�WATERBLAST EXISTING PAVEMENT MARKINGS AND PLACE PROPOSED PAVEMENT MARKINGS ALONG BRADLEY AVENUE.
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L \C
A D
\R o a d \S h e e t\ P h a s e I I\ D e m o n s tr a ti o n \s h t-
M O
T n o te s .d g n
F
IL
E N
A M
O
T -n o te s S h e e t]
M O
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L ander00846
12/18/2025 01
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CONSTRUCTION STAGING NOTES
RLA
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F A
IR
V
IE
W A
V E
N U
E
W V
W V
G V
W V
W V
W V
W V
W V
W V
E M
W V
W V
W V
W M
G V
W V
J
W V
W V
J
T S
W V
W M
M A
T C
H L
IN
E
S T
A
.0
ROAD WORK
END
WORK
ZONE
AHEAD
CONSTRUCTION
ROAD
SPEED
LIMIT
W20-I103
48" x 48"
W20-5L
48" x 48"
G20-5aP
24" x 18"
R2-1
24" x 30"
W21-1
48" x 48"
G20-2
36" x 18"
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
10.50'
10.73'
170'
LEFT LANE
CLOSED
AHEAD
200'200'220' 200'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 2+00.00 17+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 02
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CONSTRUCTION STAGING 1
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20+00 25+00 30+0017 18 19 21 22 23 24 26 27 28 29 31
U
N S
E T D
R
IV
E
E A
D S S
T R
E E
T
W A
S C
H E
R D
R
IV
E
W V
J
W M
W V
W V
W V
W V
W V
W W V
W V
W V
W V
W V
J
E M
W V
G M
J
W V
W V
G V
W V
W V
W V W
M
M A
T C
H L
IN
E
S T
A
.0
M A
T C
H L
IN
E
S T
A
.0
10.74'
10.54'
10.34'
10.22' 10.29'
10.44' 10.62'
10.53'
10.97' 10.01'
10.58'
10.93'
10.47'
10.50'
10.99'10.00'
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 17+00.00 32+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 03
RDH
RLA
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35+00 40+00 45+0032 33 34 36 37 38 39 41 42 43 44 46
K E
T T
E R
IN
G P
A R
K D
R
IV
E
M E
L R
O S
E B
O U
L E
V A
R D
B E
V E
R L
Y D
R
IV
E
B R
A D
L E
Y A
V E
N U
E
W V
W V
W V
W V
W V
E M
G M
W V
J
J
G M
W V
W V
W V
W V
W M
W V
E M
W V
W V
W V
J
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E
S T
A
.0
10.75'
10.50'
10.43'
10.50'
10.49' 10.20'
10.29'
10.46'
10.54' 10.64'
10.34' 10.95'
10.67'
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 32+00.00 47+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 04
RDH
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K
IL
L A
R N
E Y S
T R
E E
T
W V
W V
W V
W V
W M
G V
G V
W V
W V
J
W V
W V
W V
W M
W V
W V
W V
W M
E M J
J
G V
W V
W V
G V
M A
T C
H L
IN
E
S T
A
.0
WORK
ZONE
ROAD WORK
END
SPEED
LIMIT
LEFT LANE
MUST
TURN LEFT
LEFT LANE
MUST
TURN LEFT
AHEAD
CONSTRUCTION
ROAD
W21-1
48" x 48"
G20-5aP
24" x 18"
R3-7L
30" x 30"
W20-I103
48" x 48"
R3-7L
30" x 30"
G20-2
36" x 36"
R2-1
24" x 30"
10.98'
10.63'
10.50'
10.51' 10.76'
10.78'
10.47'
10.37'
10.06'
13.17'
170'
200'200'
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
ONLY
R3-8
36" x 30"
ONLY
R3-8
36" x 30"
200'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 47+00.00 62+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 05
RDH
RLA
U
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A
IR
V
IE
W A
V E
N U
E
W V
W V
G V
W V
W V
W V
W V
W V
W V
E M
W V
W V
W V
W M
G V
W V
J
W V
W V
J
T S
W V
W M
M A
T C
H L
IN
E
S T
A
.0
WORK
ZONE
ROAD WORK
END
W20-I103
48" x 48"
W20-5R
48" x 48"
G20-5aP
24" x 24"
R2-1
24" x 30"
G20-2
36" x 36"
W21-1
48" x 48"
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
SPEED
LIMIT
AHEAD
CONSTRUCTION
ROAD
13.50'
15.17'
W1-4L
48" x 48"
MPH
W13-1
24" x 24"
RIGHT LANE
CLOSED
AHEAD
W6-3
48" x 48"
200'224'226' 85'85'165'200'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 2+00.00 17+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 06
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CONSTRUCTION STAGING 2
RLA
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U
N S
E T D
R
IV
E
E A
D S S
T R
E E
T
W A
S C
H E
R D
R
IV
E
W V
J
W M
W V
W V
W V
W V
W V
W W V
W V
W V
W V
W V
J
E M
W V
G M
J
W V
W V
G V
W V
W V
W V W
M
M A
T C
H L
IN
E
S T
A
.0
M A
T C
H L
IN
E
S T
A
.0
13.50'
15.41'
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
10.74'
11.00'
11.06'
11.00'
11.09'
11.00'
11.32'
11.00'
10.84'
11.00'
10.61'
11.00'
10.38'
11.00'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 17+00.00 32+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 07
RDH
RLA
U
L0987
41 17
35+00 40+00 45+0032 33 34 36 37 38 39 41 42 43 44 46
K E
T T
E R
IN
G P
A R
K D
R
IV
E
M E
L R
O S
E B
O U
L E
V A
R D
B E
V E
R L
Y D
R
IV
E
B R
A D
L E
Y A
V E
N U
E
W V
W V
W V
W V
W V
E M
G M
W V
J
J
G M
W V
W V
W V
W V
W M
W V
E M
W V
W V
W V
J
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E
S T
A
.0
W1-4L
36" x 36"
W6-3
36" x 36"
W1-4R
36" x 36"
W6-3
36" x 36"
10.80'
11.00'
12.00'
14.35'
94'
119'
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
10.49'
11.00'
10.14'
11.00'
10.19'
11.00'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 32+00.00 47+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 08
RDH
RLA
U
L0987
41 18
50+00 55+0047 48 49 51 52 53 54 56 57 58 59
K
IL
L A
R N
E Y S
T R
E E
T
W V
W V
W V
W V
W M
G V
G V
W V
W V
J
W V
W V
W V
W M
W V
W V
W V
W M
E M J
J
G V
W V
W V
G V
M A
T C
H L
IN
E
S T
A
.0
ROAD WORK
END
WORK
ZONE
W1-4R
36" x 36"
W1-4L
36" x 36"
W21-1
48" x 48"
G20-2
36" x 18"
G20-5aP
24" x 18"
R2-1
24" x 30"
R3-7L
30" x 30"
R3-7L
30" x 30"
W20-I103
48" x 48"
SPEED
LIMIT
AHEAD
CONSTRUCTION
ROAD
LEFT LANE
MUST
TURN LEFT
LEFT LANE
MUST
TURN LEFT
10.06'
13.17'
11.88'
10.03'
323'
10.11'
11.00'
W6-3
48" x 48"
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
ONLY
R3-8
36" x 30"
ONLY
R3-8
36" x 30"
10.00'
11.00'
170'
200'200'200'
10.42'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 47+00.00 62+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 09
RDH
RLA
U
L0987
41 19
A
IR
V
IE
W A
V E
N U
E
BUS
W V
W V
G V
W V
W V
W V
W V
W V
W V
E M
W V
W V
W V
W M
G V
W V
J
W V
W V
J
T S
W V
W M
M A
T C
H L
IN
E
S T
A
.0
WORK
ZONE
ROAD WORK
END
W20-I103
48" x 48"
G20-5aP
24" x 18"
R2-1
24" x 30"
W21-1
48" x 48"
G20-2
36" x 18"
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
AHEAD
CONSTRUCTION
ROAD
SPEED
LIMIT
119'
200'200'
13.02'
17.70'
200'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 2+00.00 17+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 10
RDH
CONSTRUCTION STAGING 3
RLA
U
L0987
41 20
U
N S
E T D
R
IV
E
E A
D S S
T R
E E
T
W A
S C
H E
R D
R
IV
E
BUS BUS
BUS BUSBUSBUS
W V
J
W M
W V
W V
W V
W V
W V
W W V
W V
W V
W V
W V
J
E M
W V
G M
J
W V
W V
G V
W V
W V
W V W
M
M A
T C
H L
IN
E
S T
A
.0
M A
T C
H L
IN
E
S T
A
.0
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.26'
119'
W6-3
48" x 48"
W1-4R
36" x 36"
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 17+00.00 32+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 11
RDH
RLA
U
L0987
41 21
35+00 40+00 45+0032 33 34 36 37 38 39 41 42 43 44 46
K E
T T
E R
IN
G P
A R
K D
R
IV
E
M E
L R
O S
E B
O U
L E
V A
R D
B E
V E
R L
Y D
R
IV
E
BUSBUS
W V
W V
W V
W V
W V
E M
G M
W V
J
J
G M
W V
W V
W V
W V
W M
W V
E M
W V
W V
W V
J
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E
S T
A
.0
W1-4R
36" x 36"
W1-4R
36" x 36"
10.95'
11.00' 11.00'
12.18'
11.00'
11.00'
11.00'
11.00'
16.52'
11.00'
94'
B R
A D
L E
Y A
V E
N U
E
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 32+00.00 47+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 12
RDH
RLA
U
L0987
41 22
50+00 55+0047 48 49 51 52 53 54 56 57 58 59
K
IL
L A
R N
E Y S
T R
E E
T
W V
W V
W V
W V
W M
G V
G V
W V
W V
J
W V
W V
W V
W M
W V
W V
W V
W M
E M J
J
G V
W V
W V
G V
M A
T C
H L
IN
E
S T
A
.0
WORK
ZONE
ROAD WORK
END
W1-4L
36" x 36"
W21-1
48" x 48"
G20-2
36" x 18"
G20-5aP
24" x 18"
R2-1
24" x 30"
W20-5R
48" x 48"
W20-5R
48" x 48"
W20-I103
48" x 48"
SPEED
LIMIT
AHEAD
CONSTRUCTION
ROAD
16.49'
11.00'
20.72'
11.00' 11.00'
10.00' 10.34'
166'
RIGHT LANE
CLOSED
AHEAD
RIGHT LANE
CLOSED
AHEAD
W6-3
48" x 48"
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
14.30'
10.18'
200'200'200'
175'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 47+00.00 62+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 13
RDH
RLA
U
L0987
41 23
A
IR
V
IE
W A
V E
N U
E
BUS
W V
W V
G V
W V
W V
W V
W V
W V
W V
E M
W V
W V
W V
W M
G V
W V
J
W V
W V
J
T S
W V
W M
M A
T C
H L
IN
E
S T
A
.0
WORK
ZONE
ROAD WORK
END
AHEAD
CONSTRUCTION
ROAD
SPEED
LIMIT
30W20-I103
48" x 48"
G20-5aP
24" x 18"
R2-1
24" x 30"
W21-1
48" x 48"
G20-2
36" x 18"
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
14.97'
200'200'200'
98'
15.20'
CLOSED
AHEAD
LEFT LANE
W20-5L
48" x 48"
200'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 2+00.00 17+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 14
RDH
CONSTRUCTION STAGING 4
RLA
U
L0987
41 24
U
N S
E T D
R
IV
E
E A
D S S
T R
E E
T
W A
S C
H E
R D
R
IV
E
BUSBUSBUS BUS
BUS BUSBUSBUS
W V
J
W M
W V
W V
W V
W V
W V
W W V
W V
W V
W V
W V
J
E M
W V
G M
J
W V
W V
G V
W V
W V
W V W
M
M A
T C
H L
IN
E
S T
A
.0
M A
T C
H L
IN
E
S T
A
.0
15.13'
15.50' 11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 17+00.00 32+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 15
RDH
RLA
U
L0987
41 25
35+00 40+00 45+0032 33 34 36 37 38 39 41 42 43 44 46
K E
T T
E R
IN
G P
A R
K D
R
IV
E
M E
L R
O S
E B
O U
L E
V A
R D
B E
V E
R L
Y D
R
IV
E
B R
A D
L E
Y A
V E
N U
E
BUSBUS
BUSBUS
BU
S
BU
S
W V
W V
W V
W V
W V
E M
G M
W V
J
J
G M
W V
W V
W V
W V
W M
W V
E M
W V
W V
W V
J
M A
T C
H L
IN
E S
T A .0
M A
T C
H L
IN
E
S T
A
.0
11.00'
10.00'
11.03' 11.50'
10.00' 10.99'
14.30' 11.00'
11.00'
11.00'
16.50'
B R
A D
L E
Y A
V E
N U
E
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 32+00.00 47+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 16
RDH
RLA
U
L0987
41 26
50+00 55+0047 48 49 51 52 53 54 56 57 58 59
K
IL
L A
R N
E Y S
T R
E E
T
W V
W V
W V
W V
W M
G V
G V
W V
W V
J
W V
W V
W V
W M
W V
W V
W V
W M
E M J
J
G V
W V
W V
G V
M A
T C
H L
IN
E
S T
A
.0
POST MOUNTED SIGN LOCATION
CONSTRUCTION BARRELS
PROPOSED WORK AREA
DIRECTION OF TRAFFIC
ARROW BOARD
TRAFFIC CONTROL SIGN LEGEND
(APPLIES TO ALL SHEETS)
LEGEND
WORK
ZONE
ROAD WORK
END
SPEED
LIMIT
AHEAD
CONSTRUCTION
ROAD
W21-1
48" x 48" W20-I103
48" x 48"
G20-5aP
24" x 18"
R2-1
24" x 30"
G20-2
36" x 18"
13.52'
16.35'
16.94'
16.60'
10.32'
R3-7L
30" x 30"
R3-7L
30" x 30"
11.62'
226'
225'
200'200'
LEFT LANE
MUST
TURN LEFT
LEFT LANE
MUST
TURN LEFT
10.05'
11.00'
ONLY
R3-8
36" x 30"
ONLY
R3-8
36" x 30"
200'
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R L
A
M G
D
/1
/2
/1
/2
/1
/2
1"=50' 47+00.00 62+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
jo b s \2
L
\C
A D
\R o a d
\S h e e t\
P h a s e I
I\ D e m o n s tr a ti o n
\s h t- M
O T
S ta g e
-0
.d g n F
IL
E
N A
M t-
M O
T S ta g e -0
M
O D
E
12/18/2025 17
RDH
RLA
U
L0987
41 27
10+00 15+0011 12 13 14
V
W V
LINCOLN AVE.�
M A T
C H
L
IN
E S
T A .0
LINCOLN AVENUE
EXISTING R.O.W
EXISTING R.O.WEXISTING R.O.W
EXISTING R.O.W
URBANA PARK DIST
ADMINISTRATION OFF
303 W UNIVERSITY AVE.
UNCLE BUCK LLC C/O REAL ESTATE HOLDINGS LLC
1128 MAIN ST SUITE 200
RMR RENTALS, LLC
6271 N COUNTY ROAD 1120 E
RECTOR PROPERTY MANAGEMENT
PO BOX 7948
JOSE PEDRO PEDRO SIMON
906 N LINCOLN AVE.
JONES PROPERTY MANAGEMENT
SERIES
2516 PINEHURST DR.
CALIBORNE GEORGE
910 N LINCOLN AVE.
CORNER MARY H
912 N LINCOLN AVE.
WILLIAMS FRANKLIN
1004 N LINCOLN AVE
MARTINEZ ARMANDO
1006 N LINCOLN AVENUE
BASHAM DAINA & DARYL
8546 SUNSET DRIVE
WRIGHT JAMES L TRUSTEE
600 N NEIL STREET, UNIT 914
STA. 15+56.25
22.00'
22.00'
R3-17aP
24" X 9"
R3-17
24" X 18"
(BY OTHERS)
OFF: 24.81' RT
STA. 14+89.08,
(BY OTHERS)
OFF: 25.21' RT
STA. 12+89.37,
W4-2
36" X 36"
5 10
WHITE PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
WHITE PAINT STOP BAR PAVEMENT MARKING LINE - 24" SOLID
PAINT PAVEMENT MARKING, LETTERS AND SYMBOLS
DOUBLE-YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"WHITE PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 6"WHITE PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
LEGEND
11 WHITE PAINT PAVEMENT MARKING LINE - 6" SOLID
66 6
LEGEND
.0
BIKE LANE
AHEAD
20+0016 17 18 19 21
BUS BUS
BUSBUS
0 20
SCALE IN FEET
W V
W V
J
W M
W V
W V
W V
W V
W V
W
EXISTING R.O.W
EXISTING R.O.W
LINCOLN AVENUE
LINCOLN AVE.�
M A T
C H
L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
M A T
C H
L
IN
E S
T A .0
JUDY GROUP LLC
C/O COLE JUDY
PO BOX 7742
CDG REAL ESTATE, LLC
808 N COUNTRY FAIR DRIVE
YU CHENXI
811 W. MICHIGAN
SANDEL DAVID W
1108 N LINCOLN AVE
GOLD GEYSERS, LLC
309 W ELM STREET
RECTOR PROPERTY MANAGEMENT
& INVESTING LLC
PO BOX 7948
WILLIAMS CARLOS N SR
PO BOX 322
PANDURANGA, SRINIVASA PAVAN
& RAM, LAVANYA
JEOL WARD HOMES INC
3111 VILLAGE OFFICE PLACE
HUNT BOBBY LYNDELL
1208 N LINCOLN AVE
CASTON THAI
902 W WASCHER DR
KIM ALBERT S & JENNIFERS
901 W EADS ST.
DEANCURT URBANA, LLC
34 GREENWICH ROAD
LONGMEADOW MA 01106-0000
W
A S
C H
E R
D R
IV
E
E A
D S
S T
R E
E T
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00' 16.68'
11.00'
6.08'
5.16'
5.80'
5.35'
(BY OTHERS)
OFF: 23.79' RT
STA. 16+66.37,
R3-17
24" X 18"
(BY OTHERS)
OFF: 25.82' RT
STA. 18+29.77,
R3-9b
24" X 36"
(BY OTHERS)
OFF: 27.58' LT
STA. 18+27.40, R3-17
24" X 18"
R3-17bP
24" X 9"
5.5'
R
.8
7 3
.4
.1
.2
6 6
10 6
6 10
.9
ENDS
BIKE LANE
CENTER
LANE
ONLYBIKE LANE
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R
LA
M G
D
/1
/2
/1
/2
/1
/2
1"=20' 10+00.00 22+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
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41 28
0 20
25+0022 23 24 26 27
BUSBUS
BUS BUSBUS
W V
W V
W V
W V
J
G M
W V
W V
M A
T C
H L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A
T C
H L
IN
E S
T A .0
LINCOLN AVE.� LINCOLN AVENUE
E
X
IS
T
IN
G R
.O .W
E X
IS
T
IN
G
R .O
.W
EXISTING R.O.W
EXISTING R.O.W
MAZONWEST FACILITIES CO
THOMAS PLIURA
PO BOX 130
URBANA PARC LI LLC
67 HUNT ST SUITE 206
JAMIESON R KEITH
MIRACLE WATER
PO BOX 925
PIPER HOLDINGS, LLC
311 W ELM STREET
GEFEN PROPERTY GROUP LLC
THE ATRIUM
1306 N LINCOLN AVE
11.00'
11.00'
11.00'
5.83'
5.23'5.41' 5.66'
11.00'
11.00'
11.00'
11.00'
11.00'
11.00'
5.82'
5.00'
11.00'
11.00'
11.00'
5.78'
5.22'
6 6
5.26'
11.00'
11.00'
11.00'
6.02'
.3
.3
.3
.7
.2
.4
.5
.8
.5
10 6
.8
.3
S U
N S
E T
D R
IV
E
30+0028 29 31 32 33
0 20
SCALE IN FEET
J
W V
G V
W V
W V
W M
M A T
C H
L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A T
C H
L
IN
E S
T A .0
LINCOLN AVE.�
LINCOLN AVENUE
KIM YOUNGHYUK & KYUNG SOOK
888O N PROSPECT ST
CITY OF URBANA
LEGAL DIVISION
400 S VINE ST
THE CITY OF URBANA
400 S VINE STREET
VINEYARD CHRISTIAN FELWSHP
1500 N LINCOLN AVE
THE VINEYARD CHURCH
1500 N LINCOLN AVE
EXISTING R.O.W
11.00'
11.00'
11.00'
5.63'
5.71'
11.00'
11.00'
11.00'
6.30'
5.50'
6.38'
13.95'
12.50'
6 118
5.
5'
R
.5
.2
.2
.6
.8
7.40'
DOUBLE-YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 6"
YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
11 WHITE PAINT PAVEMENT MARKING LINE - 6" SOLID
LEGEND1
WHITE PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
WHITE PAINT STOP BAR PAVEMENT MARKING LINE - 24" SOLID
PAINT PAVEMENT MARKING, LETTERS AND SYMBOLS
WHITE PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
LEGEND
OFF: 16.56' LT
STA. 31+74.99
N O
T F
O R
C O
N S
T R
U C
T
IO
N
P R
E L
IM
IN
A R
Y R
E V
IE
W
E D
D R
A W
N
D E
S
IG
N E
D
1"=20' 22+00.00 34+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
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41 29
0 20
35+0034 36 37 38 39
BUSBUS
BUS
W V
J
G M
W V
W V
E M
W V
M A
T C
H L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A
T C
H L
IN
E S
T A .0
LINCOLN AVE.�
LINCOLN AVENUE
E X
IS
T
IN
G R .O .W
E X
IS
T
IN
G R .O .W
EXISTING R.O.W
E X
IS
T
IN
G
R .O
.W
E X
IS
T
IN
G
R .O
.W
E X
IS
TI
N
G R .O .W
EXISTING
R.O
.W
EXI
ST
IN
G R .O
.W EXISTIN
G R .O .W
B R
A D
L E
Y A
V E
N U
E
B R
A D
L E
Y A
V E
N U
E
STA. 8+51.51 BRADLEY AVE.
STA. 36+12.62 LINCOLN AVE. =
11.00'
6.00'
.0
.0
B E
V E
R L Y D
R
IV
E
12.50'
12.50'
12.50' 11.00'
11.00'
6.00'
.0
12.62'10.00'
12.50'
8.00'
12.50'
11.00'
11.00'
6.34'
5.31'
6.89'
5.60'
.1
.0
R 1.0'R
11 4
.3
+92.00
.7
.7
+00.00
.0
.6
.0
2 + .6
.3
.9
7 3
WHITE PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
WHITE PAINT STOP BAR PAVEMENT MARKING LINE - 24" SOLID
PAINT PAVEMENT MARKING, LETTERS AND SYMBOLS
WHITE PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
LEGEND
DOUBLE-YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 6"
YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
11 WHITE PAINT PAVEMENT MARKING LINE - 6" SOLID
LEGEND
12.82'11.00'
(BY OTHERS)
MOUNTED ON MAST ARM
OFF: 59.30' LT
STA. 36+38.35
R3-8
30" x 30"
5.0'R
20.00'
6.00'
.8
OFF: 37.08' RT
STA. 35+70.88
OFF: 38.95' RT
STA. 36+45.08
OFF: 44.78' LT
STA. 35+66.85
OFF: 48.77' LT
STA. 36+46.97
40+00 45+0041 42 43 44
BUS
0 20
SCALE IN FEET
W V
E M
G M
W V
J
W V
W V
W M
W V
W V
J
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A T
C H
L
IN
E S
T A .0
LINCOLN AVE.�
LINCOLN AVENUE
M E L
R O
S E B
O U
L E
V A
R D
DEANCURT URBANA, LLC
34 GREENWICH ROAD
LONGMEADOW MA 01106-0000
HUTCHCRAFT VAN
SERVICE INC
1614 N LINCOLN AVE
MIDWEST GROUP OF ILLINOIS
9851 IRVING PARK RD
A & R CORPORATE PARK LLC
C/O SCOTT REICHARD
2835 E STONE CREEK BLVD
KLEBER PROPERTIES LLC
1901 N WILLOW RD
K E
T T
E R
IN
G
P A
R K
D R
IV
E
5.35'
11.00'
11.00'
11.00'
6.06'
11.00'
11.00'
11.00'
5.75'
5.68'
R3-17
24" x 18"
(BY OTHERS)
OFF: 26.12' LT
STA. 45+89.15
R3-17aP
24" X 9"
R3-17
24" X 18"
(BY OTHERS)
OFF: 28.03' LT
STA. 44+85.01,
R3-17
24" X 18"
(BY OTHERS)
OFF: 27.88' RT
STA. 44+74.17
R3-17bP
24" X 9"
(BY OTHERS)
OFF: 29.20' RT
STA. 45+86.23
FULL LANE
USE OF
ALLOWED
R9-20
30" X 30"
M A
T C
H L
IN
E
S T
A
.0
6.57'
11.00'
11.00'
12.68'
11.00'
11.00'
5.99'
16.38'
.2
.9
.1
.5
.0
.7
.2
6 6
8 10
BIKE LANE AHEAD
ENDS
BIKE LANE
BIKE LANE
N O
T F
O R
C O
N S
T R
U C
T
IO
N
P R
E L
IM
IN
A R
Y R
E V
IE
W
E D
D R
A W
N
D E
S
IG
N E
D
1"=20' 34+00.00 46+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
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41 30
0 20
50+0046 47 48 49 51
BU
S
BU
S
J
W V
W V
W M
W V
W V
J
G V
W V
W V
M A
T C
H L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A
T C
H L
IN
E S
T A .0
LINCOLN AVE.�
LINCOLN AVENUE
CONNOR CO
2800 NE ADAMS ST
VAMIRAJ HOTELS LLC
1087 PINEHURST LN
BRIGHT DOYLE W
PO BOX 16
FENDI EFFENDI
FENDI MEI
2001 N LINCOLN AVE
11.00'
16.53'
11.00'
11.00'
14.33'
12.78'
13.82'
11.67'
10.92'
(BY OTHERS)
OFF: 26.80' LT
STA. 47+49.63
R3-9b
24" X 36"
6 6 6
8 10
.3
13.73'
12.00'
6.
8'
R
.3
.1
.2
.8
.1
WHITE PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
WHITE PAINT STOP BAR PAVEMENT MARKING LINE - 24" SOLID
PAINT PAVEMENT MARKING, LETTERS AND SYMBOLS
WHITE PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
LEGEND
DOUBLE-YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 6"
YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
11 WHITE PAINT PAVEMENT MARKING LINE - 6" SOLID
LEGEND
6.14'
CENTER
LANE
ONLY
55+0052 53 54 56 57
0 20
SCALE IN FEET
W V
W V
W V
W V
W V
W V
W V
W V
W M
E M J
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A T
C H
L
IN
E S
T A .0
LINCOLN AVENUE
EXISTING R.O.W
EXISTING R.O.W
E X
IS
T
IN
G R .O .W
E X
IS
T
IN
G R .O .W
E X
IS
T
IN
G R .O .W
MACS CONVENIENCE STORES
DIRECTOR REAL ESTATE
PO BOX 347
STA. 103+78.96 KILLARNEY ST.
STA. 54+54.82 LINCOLN AVE. =
ANDRAES REAL ESTATE LLC
SHARON R ANDRAE
2010 N LINCOLN AVE.
SELIMI PROPERTIES LLC
1404 ALYDAR DR.
K
IL
L A
R N
E Y S
T R
E E
T
K
IL
L A
R N
E Y
S T
R E
E T
GEMS PROPERTY HOLDINGS LLC
2707 BAYHILL DR
13.80'
11.00'
11.00'
6.00'
11.00'
11.13'
(BY OTHERS)
OFF: 44.76' LT
STA. 53+80.29
W4-2
36" X 36"
W9-1
36" X 36"
(BY OTHERS)
OFF: 44.20' LT
STA. 56+49.54
W16-2P
24" X 18"5
.4
.1
3.0' R
.1
RIGHT
LANE
ENDS
FEET
N O
T F
O R
C O
N S
T R
U C
T
IO
N
P R
E L
IM
IN
A R
Y R
E V
IE
W
E D
D R
A W
N
D E
S
IG
N E
D
1"=20' 46+00.00 58+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
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41 31
E X
IS
T
IN
G R .O .W
0 20
5+001 2 3 4 6
EXISTING R.O.W
BRADLEY AVE.�
EXISTING R.O.W M
A T
C H
L
IN
E S
T A .0
BRADLEY AVENUE
5.66'
6.00'
10.00'
10.00'
6.00'
7.13'
10.00'
BIKE LANE
(BY OTHERS)
OFF: 23.67' RT
STA. 5+03.67
R3-17
24" x 18"
ENDS
R3-17bP
24" x 9"
.0
.2
.3
.9
11 4
10.63'
10.00'
10.00'
25:1 TAPER (235')
.8
+95.6520.00'
20.00'
(TYP.)
(TYP.)
25:1 TAPER (150')
25:1 TAPER (185') 9:1 TAPER (68')
20.00'
(TYP.)
10+007 8 9 11 12
BUS
0 20
SCALE IN FEET
WV
WV
J
WV
EM
WV
M A T
C H
L
IN
E S
T A .0
LINCOLN AVE.�
BRADLEY AVENUE
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
EXISTIN
G R .O .W
EXISTIN
G R .O .W
E X
IS
TI
N
G R .O .W
EXI
ST
IN
G R .O .W
E X
IS
T
IN
G R .O .W
E X
IS
T
IN
G R .O .W
E X
IS
T
IN
G R .O .W
LI
N
C O
LN
A V
E N
U E
STA. 36+12.62 LINCOLN AVE.
STA. 8+51.51 BRADLEY AVE. =
12.55'
10.00'
17.65'
6.00'
6.00'
.0
.0
12.50'
12.50' 12.50'
BRADLEY AVE.�
11.00'11.00'8.00'12.50'6.92'
11.80'
11.00'
11.01'
.6
.5
1.0'
R
100.0'R
.0
0+59.79
.0
+58.40
+69.72
+3 0.
WHITE PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
WHITE PAINT STOP BAR PAVEMENT MARKING LINE - 24" SOLID
PAINT PAVEMENT MARKING, LETTERS AND SYMBOLS
WHITE PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
LEGEND
DOUBLE-YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 6"
YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
11 WHITE PAINT PAVEMENT MARKING LINE - 6" SOLID
LEGEND
11.00'
OFF: 45.95' RT
STA. 8+06.92
OFF: 34.15' LT
STA. 8+02.60
OFF: 41.58' RT
STA. 8+88.76
OFF: 32.63' LT
STA. 8+90.33
OFF: 6.00' RT
STA. 9+00.00
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R
LA
M G
D
/1
/2
/1
/2
/1
/2
1"=20' 1+00.00 13+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
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41 32
0 20
SCALE IN FEET
10+00 15+0011 12 13 14
V
W V
LINCOLN AVE.�
M A T
C H
L
IN
E S
T A .0
LINCOLN AVENUE
EXISTING R.O.W
EXISTING R.O.WEXISTING R.O.W
EXISTING R.O.W
URBANA PARK DIST
ADMINISTRATION OFF
303 W UNIVERSITY AVE.
UNCLE BUCK LLC C/O REAL ESTATE HOLDINGS LLC
1128 MAIN ST SUITE 200
RMR RENTALS, LLC
6271 N COUNTY ROAD 1120 E
RECTOR PROPERTY MANAGEMENT
PO BOX 7948
JOSE PEDRO PEDRO SIMON
906 N LINCOLN AVE.
JONES PROPERTY MANAGEMENT
SERIES
2516 PINEHURST DR.
CALIBORNE GEORGE
910 N LINCOLN AVE.
CORNER MARY H
912 N LINCOLN AVE.
WILLIAMS FRANKLIN
1004 N LINCOLN AVE
MARTINEZ ARMANDO
1006 N LINCOLN AVENUE
BASHAM DAINA & DARYL
8546 SUNSET DRIVE
WRIGHT JAMES L TRUSTEE
600 N NEIL STREET, UNIT 914
1 6
5 10
WHITE PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
WHITE PAINT STOP BAR PAVEMENT MARKING LINE - 24" SOLID PAINT PAVEMENT MARKING, LETTERS AND SYMBOLS
DOUBLE-YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
WHITE PAINT PAVEMENT MARKING LINE - 6" SOLIDWHITE PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 6"WHITE PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
LEGEND LEGEND
5 10.86'
11.50'
11.50'
10.44'
.4
20+0016 17 18 19 21
0 20
SCALE IN FEET
W V
W V
J
W M
W V
W V
W V
W V
W V
W
EXISTING R.O.W
EXISTING R.O.W
LINCOLN AVENUE
LINCOLN AVE.�
M A T
C H
L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
M A T
C H
L
IN
E S
T A .0
JUDY GROUP LLC
C/O COLE JUDY
PO BOX 7742
CDG REAL ESTATE, LLC
808 N COUNTRY FAIR DRIVE
YU CHENXI
811 W. MICHIGAN
SANDEL DAVID W
1108 N LINCOLN AVE
GOLD GEYSERS, LLC
309 W ELM STREET
RECTOR PROPERTY MANAGEMENT
& INVESTING LLC
PO BOX 7948
WILLIAMS CARLOS N SR
PO BOX 322
PANDURANGA, SRINIVASA PAVAN
& RAM, LAVANYA
JEOL WARD HOMES INC
3111 VILLAGE OFFICE PLACE
HUNT BOBBY LYNDELL
1208 N LINCOLN AVE
CASTON THAI
902 W WASCHER DR
KIM ALBERT S & JENNIFERS
901 W EADS ST.
DEANCURT URBANA, LLC
34 GREENWICH ROAD
LONGMEADOW MA 01106-0000
W
A S
C H
E R
D R
IV
E
E A
D S
S T
R E
E T
10.76'
11.50'
11.50'
10.72'
10.32'
11.50'
11.50'
10.98'
.5
.7
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R
LA
M G
D
/1
/2
/1
/2
/1
/2
1"=20' 10+00.00 22+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
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RESTRIPING PAVEMENT MARKING PLANS
RLA
I:
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F
IL
E N
A M
41 33
0 20
25+0022 23 24 26 27
V
W V
W V
W V
J
G M
W V
W V
M A
T C
H L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A
T C
H L
IN
E S
T A .0
LINCOLN AVE.�
LINCOLN AVENUE
E X
IS
T
IN
G
R .O
.W
E X
IS
T
IN
G
R .O
.W
EXISTING R.O.W
EXISTING R.O.W
MAZONWEST FACILITIES CO
THOMAS PLIURA
PO BOX 130
URBANA PARC LI LLC
67 HUNT ST SUITE 206
JAMIESON R KEITH
MIRACLE WATER
PO BOX 925
PIPER HOLDINGS, LLC
311 W ELM STREET
GEFEN PROPERTY GROUP LLC
THE ATRIUM
1306 N LINCOLN AVE
10.43'
11.50'
11.50'
10.92'
10.28'
11.50'
11.50'
11.28'
10.26'
11.50'
11.50'
11.02'
5+ .3
.7
S U
N S
E T
D R
IV
E
30+0028 29 31 32 33
0 20
SCALE IN FEET
J
W V
G V
W V
W V
W M
M A T
C H
L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A T
C H
L
IN
E S
T A .0
LINCOLN AVE.�
LINCOLN AVENUE
KIM YOUNGHYUK & KYUNG SOOK
888O N PROSPECT ST
CITY OF URBANA
LEGAL DIVISION
400 S VINE ST
THE CITY OF URBANA
400 S VINE STREET
VINEYARD CHRISTIAN FELWSHP
1500 N LINCOLN AVE
THE VINEYARD CHURCH
1500 N LINCOLN AVE
EXISTING R.O.W
.3
10.77'
11.50'
11.50'
10.62'
11.14'
11.50'
11.50'
10.51'
20.00'7
5 5
WHITE PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
WHITE PAINT STOP BAR PAVEMENT MARKING LINE - 24" SOLID
PAINT PAVEMENT MARKING, LETTERS AND SYMBOLS
DOUBLE-YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
WHITE PAINT PAVEMENT MARKING LINE - 6" SOLID
WHITE PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4" WHITE PAINT PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 6"
WHITE PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC) YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
LEGEND
LEGEND1
R E
V
IE
W E
D
D R
A W
N
D E
S
IG
N E
D R
D H
R
LA
M G
D
/1
/2
/1
/2
/1
/2
1"=20' 22+00.00 34+00.00
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
t-re p a v e m rk
M O
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\2 jo b s \2
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F
IL
E N
A M
41 34
0 20
35+0034 36 37 38 39
W V
J
G M
W V
W V
E M
W V
M A
T C
H L
IN
E S
T A .0
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
EXISTING R.O.W
M A
T C
H L
IN
E S
T A .0
LINCOLN AVE.�
E X
IS
T
IN
G R .O .W
E X
IS
T
IN
G R .O .W
EXISTING R.O.W
E X
IS
T
IN
G
R .O
.W
E X
IS
T
IN
G
R .O
.W
E X
IS
TI
N
G R .O .W
EXISTING
R.O
.W
EXI
ST
IN
G R .O
.W EXISTIN
G R .O .W
B R
A D
L E
Y
A V
E N
U E
B R
A D
L E
Y
A V
E N
U E
B E
V E
R L Y D
R
IV
E
.0
.3
.2
WHITE PAINT PAVEMENT MARKING LINE - 4" SOLID
YELLOW PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
WHITE PAINT STOP BAR PAVEMENT MARKING LINE - 24" SOLID
PAINT PAVEMENT MARKING, LETTERS AND SYMBOLS
WHITE PAINT PAVEMENT MARKING LINE - 10' LONG, 30' GAP - 4"
WHITE PAINT PAVEMENT MARKING LINE - 12" (ON 45° ANGLE, 20' CTC)
LEGEND
DOUBLE-YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
WHITE PAINT PAVEMENT MARKING LINE - 2' LONG, 6' GAP - 6"
YELLOW PAINT PAVEMENT MARKING LINE - 4" SOLID
WHITE PAINT PAVEMENT MARKING LINE - 6" SOLID
LEGEND
10.00'
11.35'
10.41'
11.50'
10.00'
.0
6.00'
.0
6.00'
.0
10.12'
11.50'
11.50'
11.00'
10.98'
10.30'
11.50'
11.00'
11.09'
10.33'10.50'
11.66' 11.00'
1.50'
STA. 8+51.51 BRADLEY AVE.
STA. 36+12.62 LINCOLN AVE. =
35.77' LT.
STA. 8+03.93
45.26' LT.
STA. 8+07.35
40.55' RT.
STA. 8+88.15
33.22' LT.
STA. 8+89.91
+91.74
+01.18
20.00'+ .2
.2
LINCOLN AVENUE
40+00 45+0041 42 43 44
0 20
SCALE IN FEET
W V
E M
G M
W V
J
W V
W V
W M
W V
W V
J
EXISTING R.O.W
EXISTING…
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