25-00697-00-SW-Plans.pdf
PDF 5 MB Posted
- Attached to
- EQL FY25 Sidewalk Improvements 25-00697-00-SW
- Solicitation number
- FY2026-ITB-184
- Issued by
- Champaign County, Illinois
About this file
Summary of Sidewalk Improvement Plans
This is a comprehensive set of project plans and specifications for the City of Urbana, Illinois, detailing sidewalk and pedestrian improvements funded through the Equity and Quality of Life (EQL) program for Fiscal Year 2025. The project, identified as Section 25-00697-00-SW, involves sidewalk construction and improvements across multiple locations in Urbana, including East Harding Drive, Vawter Street, South Cottage Grove Avenue, Brighton Drive, and Silver Street. The scope of work encompasses approximately 0.29 miles (1,534.90 feet) of sidewalk improvements, including new six-inch Portland cement concrete (PCC) sidewalk installation, curb and gutter construction, curb ramp details, driveway entrance modifications, utility adjustments, and related site work. The plans are prepared by Lochmueller Group, a professional engineering firm (Illinois Professional Engineer License No. 062-066132), and include detailed location maps, typical sections, plan and profile sheets, entrance details, and curb ramp specifications across 23 sheets. The project plans indicate coordination with utility providers including J.U.L.I.E. (Joint Utility Location Information for Excavators), requiring 48-hour notification before excavation work begins.
The project specifications require contractors to maintain access to public, private, and commercial properties throughout construction and to properly protect all excavation work adjacent to existing pavement. All materials and work must conform to Illinois standard specifications and City of Urbana standards. The contractor is responsible for verifying all field dimensions and conditions prior to construction, with nominal construction variations expected. Protective coatings must be applied to all proposed sidewalks, gutters, and curbs, and all disturbed areas shall be sodded as directed by the engineer. The plans detail multiple utility adjustments required, including water valve relocations, manhole adjustments, inlet modifications, and handhole adjustments. Temporary erosion control measures and traffic control devices are required throughout the construction period. The project addresses sidewalk and pedestrian accessibility improvements with specific attention to ADA compliance through curb ramp configurations and entrance details throughout the improvement areas.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| EQL_FY25_Sidewalk_Improvements_25-00697-00-SW.pdf | ||
| 25-00697-00-SW-Specifications.pdf | ||
| 25-00697-00-SW-Bid_Docs.pdf |
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Text version
PROJECT MANAGER
PROJECT ENGINEER
CITY ENGINEER
SECTION COUNTY
ILLINOIS
CHAMPAIGN __
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
F.A.
JO DAVIESS
WINNEBAGO
CARROLL
OGLE
BOONE MC HENRY LAKE
DE KALB
KANE
COOK
DU PAGE
WHITESIDE LEE
WILL
KENDALL
GRUNDY
LA SALLE
KANKAKEE
HENRY BUREAU
PUTNAM
ROCK ISLAND
MERCER
KNOX
H E
N D
E R
S O
N
STARK
MARSHALL
PEORIA
LIVINGSTON
IROQUOIS
FORD
MC LEANFULTONMC DONOUGH
WARREN
TAZEWELL
HANCOCK
ADAMS
SCHUYLER
BROWN
CASS
MASON
LOGAN
DE WITT
MENARD
CHAMPAIGN VERMILION
DOUGLAS
PIATT
MACON
SANGAMON
MORGAN
SCOTT
CHRISTIAN
PIKE
GREENE
JERSEY
MACOUPIN
C A
L H
O U
N
SHELBY
MOULTRIE
MONTGOMERY
COLES
EDGAR
CLARK
CUMBERLAND
JASPER CRAWFORD
EFFINGHAM
CLAY
RICHLAND LAWRENCE
WAYNE
E D
W A
R D
S
W A
B A
S H
BOND
FAYETTE
MARION
CLINTON
WASHINGTON
JEFFERSON
MADISON
ST. CLAIR
MONROE
RANDOLPH
PERRY
FRANKLIN
HAMILTON WHITE
SALINE GALLATIN
JACKSON
WILLIAMSON
JOHNSON POPE
HARDIN
MASSACPULASKI
A L E
X A
N D
E R
UNION
WOODFORD
STEPHENSON
LOCATION OF SECTION INDICATED THUS: -
CITY OF URBANA
APPROVED 20
CITY OF URBANA, ILLINOIS
PUBLIC WORKS DEPARTMENT
INDEX OF SHEETS PROPOSED
HIGHWAY PLANS
EQUITY AND QUALITY OF LIFE FY25
CHAMPAIGN COUNTY
SIDEWALK IMPROVEMENTS
50'
50'
50'
50'
10' 20' 30'
100'
100'
100'
100'
100' 200' 300'
1''= 20'
1''= 30'
1''= 40'
1''= 50'
1''= 10'
1''= 100'
FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD
ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.
ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT
CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS
J.U.L.I.E.
OR 811
1-800-892-0123
JOINT UTILITY LOCATION INFORMATION FOR EXCAVATORS
NOT TO SCALE
LOCATION MAP
O R
N
SI
O
NILLI FO
E
T
A T
S ENGINEER
PROFESSIONAL
LICENSED
062-066132
J D
A
E PETT
IB
E
N
LICENSE EXPIRES: 11-30-2027
ILLINOIS PROFESSIONAL ENGINEER NO. 062-066132
LOCHMUELLER GROUP
SIGNED:
EQL FUNDS
COTTAGE GROVE AVE AT BRIGHTON DR
COTTAGE GROVE AVE AT SILVER ST
E HARDING DR AT VAWTER ST
SECTION 25-00697-00-SW
25-00697-00-SW
CURB RAMP DETAILS19-23
ENTRANCE DETAILS16-18
PLAN AND PROFILES9-15
TYPICAL SECTIONS8
PLAN KEY SHEETS7
ALIGNMENTS AND TIES5-6
SCHEDULE OF QUANTITIES4
SUMMARY OF QUANTITIES3
GENERAL NOTES2
COVER SHEET1
NET LENGTH = 1,534.90 FT. = 0.29 MILE
GROSS LENGTH = 1,534.90 FT. = 0.29 MILE
4/17/2026
April 28 26
GENERAL NOTES
HIGHWAY STANDARDS
PATTERNS AND ABBREVIATIONS SYMBOLS,STANDARD
001001-02 BARS REINFORCEMENT OFAREAS
001006 FOOT A OF AND INCH AN OFDECIMAL
280001-07 SYSTEMS CONTROL EROSIONTEMPORARY
SIDEWALKS FOR RAMPS CURBPERPENDICULAR
701001-02 AWAYM) (4.5 ’ 15 THAN MORE 2W, 2L, OPERATIONS,OFF-ROAD
701006-05 EDGEPAVEMENT FROM MM) (600 ” 24TO M) (4.5 ’ 15 2W, 2L, OPERATIONS,OFF-ROAD
701801-06 CLOSURE CROSSWALK OR CORNERSIDEWALK,
DEVICES CONTROLTRAFFIC
720001-01 DETAILS MOUNTING PANELSIGN
720006-04 DETAILS ERECTION PANELSIGN
424006-06
424011-05
424016-06
424021-07
424031-03
DIAGONAL CURB RAMPS FOR SIDEWALKS
CORNER PARALLEL CURB RAMPS FOR SIDEWALKS
MID-BLOCK CURB RAMPS FOR SIDEWALKS
DEPRESSED CORNER FOR SIDEWALKS
MEDIAN PEDESTRIAN CROSSINGS
CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER606001-09
COMMITMENTS
NONE
442101-09
000001-09
424001-12
701901-11
CLASS B PATCHES
424026-04 ENTRANCE ALLEY PEDESTRIAN CROSSING
602301-04
602306-03
602401-07
604001-05
604016-04
INLETS TYPE A
INLETS TYPE B
PRECAST MANHOLE TYPE A 4' DIAMETER
FRAME AND LIDS, TYPE 1
FRAME AND GRATE, TYPE 4
606301-04 PC CONCRETE MEDIAN AND ISLANDS
420001-11 PAVEMENT JOINTS
420701-03 PAVEMENT WELDED WIRE REINFORCEMENT
UNIT PRICE FOR THE NEW SEWER.
SEWER CONNECTIONS TO AN EXISTING DRAINAGE STRUCTURE OR PIPE SHALL BE CONSIDERED INCLUDED IN THE CONTRACT
THE STRUCTURES, SAW CUTTING HOLES MAY BE ALLOWED WITH THE APPROVAL OF THE ENGINEER. THE COST OF MAKING ANY
LEAKAGE. CONNECTIONS OF STORM SEWERS TO EXISTING STRUCTURES OR PIPES SHALL BE MADE BY CORE DRILLING HOLES IN
CONNECTIONS SHALL BE MADE IN A WORKMANLIKE MANNER AND MASONRY CONSTRUCTED AROUND THEM SO AS TO PREVENT
16. WHERE PROPOSED STORM SEWERS ARE TO BE CONNECTED INTO EXISTING DRAINAGE STRUCTURES OR STORM SEWERS THE
PROVISIONS)
15. ACCESS SHALL BE MAINTAINED TO PUBLIC, PRIVATE, AND COMMERCIAL PROPERTIES AT ALL TIMES. (SEE SPECIAL
BARRICADES AND APPROPRIATE LIGHTS.
14. EXCAVATION ADJACENT TO THE EDGE OF PAVEMENT OPEN TO TRAFFIC SHALL BE PROTECTED WITH EXTENDED LEG
STANDS SHALL HAVE AT LEAST TWO SANDBAGS PLACED ON LEGS OF THE STANDS.
SHALL BE INCLUDED IN THE COST OF THE TRAFFIC CONTROL AND PROTECTION. THESE SIGNS SHALL BE 48" X 48". ALL SIGN
IS BEING CONDUCTED AS DIRECTED BY THE ENGINEER. ALL CONSTRUCTION SIGNS SHALL BE FLUORESCENT ORANGE. THIS
13. ROAD CONSTRUCTION AHEAD SIGNS SHALL BE PLACED AT INTERSECTIONS, ENTRANCES, AND SIDE STREETS WHERE WORK
AROUND THE EXISTING STORM SEWER.
INTO THE PROPOSED SYSTEM SHALL BE DETERMINED BY THE ENGINEER. CAUTION SHOULD BE USED DURING CONSTRUCTION
OFFICE RECORDS OR OTHERWISE HISTORICAL DATA. FINAL ELEVATIONS FOR INCORPORATING EXISTING DRAINAGE FACILITIES
12. SOME EXISTING STORM SEWER AND DRAINAGE STRUCTURE INFORMATION USED ON THESE PLANS WERE DEVELOPED FROM
11. PROTECTIVE COAT SHALL BE APPLIED TO ALL SIDEWALKS, PROPOSED GUTTER FLAGS, AND TO THE TOP AND FACE OF CURB.
10. EXCEPT AS NOTED ON THE PLANS, PAVEMENT GRADES SHOWN ARE AT THE TOP OF PAVEMENT SURFACES.
ORDER THAT THESE OPERATIONS AND THE CONSTRUCTION OF THIS PROJECT MAY PROGRESS IN A REASONABLE MANNER.
AND COOPERATE WITH THE OWNERS OF SUCH FACILITIES IN THEIR REMOVAL AND REARRANGEMENT OPERATIONS IN
CONSTRUCTION, SHALL BE RELOCATED OR ADJUSTED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR SHALL NOTIFY
9. ANY FACILITIES OR APPURTENANCES WHICH ARE THE PROPERTY OF AND PUBLIC UTILITY LOCATED WITHIN THE LIMITS OF
ADDITIONAL COMPENSATION WILL BE ALLOWED.
THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF EARTH EXCAVATION AND NO
OF RIGHT OF WAY ACCORDING TO ARTICLE 202.03 OF THE STANDARD SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER.
8. ABANDONED UNDERGROUND UTILITIES THAT CONFLICT WITH CONSTRUCTION SHALL BE DISPOSED OF OUTSIDE THE LIMITS
SCHEDULE.
INDICATED AND IN ACCORDANCE WITH SECTION 440 OF THE STANDARD SPECIFICATIONS EXCEPT AS NOTED IN PATCHING
7. SAW CUTTING ON ALL EDGES FOR REMOVAL ITEMS SHALL BE INCLUDED IN THE COST OF THE REMOVAL ITEM AS
6. REMOVAL OF EXISTING GRAVEL OR CRUSHED STONE BASE SHALL BE PAID FOR AS EARTH EXCAVATION.
CONTRACT SECTION WILL NOT BE PAID FOR SEPARATELY AND CONSIDERED AS A CONTRACTOR'S EXPENSE.
TO ARTICLE 250.04 OF THE STANDARD SPECIFICATIONS. ANY SODDING REQUIRED OUTSIDE THE CONSTRUCTION LIMITS FOR THIS
5. ALL AREAS DISTURBED FOR ANY REASON SHALL BE SODDED AS DIRECTED BY THE ENGINEER. NUTRIENTS SHALL CONFORM
ORDERING OF MATERIALS.
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION AND
BE PAID FOR THE QUANTITY ACTUALLY FURNISHED AT THE UNIT PRICE BID FOR THE WORK.
BE CAUSE FOR ADDITIONAL COMPENSATION DUE TO A CHANGE IN THE SCOPE OF THE WORK. THE CONTRACTOR WILL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SUCH DIMENSIONS IN THE FIELD. SUCH VARIATIONS SHALL NOT
HAVE BEEN TAKEN FROM EXISTING PLANS AND ARE SUBJECT TO NOMINAL CONSTRUCTION VARIATIONS. IT SHALL
3. IN ADDITION TO SURVEYS, SOME OF THE PLAN DIMENSIONS AND DETAILS RELATIVE TO EXISTING CONDITIONS
QUALITY OF LIFE IMPROVEMENTS PROGRAM.
2. THIS CONTRACT ADDRESSES SIDEWALK AND PEDESTRIAN IMPROVEMENTS AS IDENTIFIED IN THE FY 2022 EQUITY AND
NON-J.U.L.I.E. MEMBERS MUST BE NOTIFIED INDIVIDUALLY.
MEMBERS OF J.U.L.I.E. (800) 892-0123 ARE INDICATED BY: *
*U-C SANITARY DISTRICT
*UNITI FIBER
*ILLINOIS AMERICAN WATER
*i3 BROADBAND
*COMCAST CORP.
*CITY OF URBANA
*AT&T CORP.
*AMEREN ILLINOIS
FOLLOWS:
THE UTILITY COMPANY DIRECTLY. AGENCIES KNOWN TO HAVE FACILITIES WITHIN THE PROJECT AREA ARE AS
MARKING OF FACILITIES MAY ALSO BE OBTAINED BY CONTACTING J.U.L.I.E. OR FOR NON-J.U.L.I.E. MEMBERS,
1. ILLINOIS STATE LAW REQUIRES A 48-HOUR NOTICE TO BE GIVEN TO ALL UTILITIES BEFORE DIGGING. FIELD
COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
SECTION
SCALE:
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
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C K
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F
W A
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C
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N
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A T 'N
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P a c k a g e \4
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F
IL
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N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
GENERAL NOTES
23 2
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0147 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
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B
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N O
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C
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C
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C K
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C A
D D
F
IL
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N
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P R
O F
IL
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U R
V E
Y E
D
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D
G R
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C
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B .M
N O
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D
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C T
U R
E
N
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A T 'N
S
C
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L
CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
SUMMARY OF QUANTITIES
NTS 1
23 3
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
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A L
IG
N M
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T
C
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C K
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C
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C A
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F
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N
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C
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F
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E
M O
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L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
NTS 1 1
SCHEDULES OF QUANTITIES 23 4
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
200.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
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N O
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L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
P O
T
S ta
.0
0+00 1 2 3 4 5+00 6
P O
T
S ta
.0
0+00 5+00 10+00
P O
T
S ta
.9
POT Sta 0+00.00
P O
T
S ta
.5
POT Sta 0+00.00
P O
T
S ta
.0
P O
T
S ta
.4
P
T
S ta
.4
0+00 5+00 10+00
POT Sta 0+00.00
POT Sta 2+29.56
POT Sta 2+89.56
POT Sta 7+98.24
POT Sta 8+27.17
POT Sta 8+ 49.80
PT Sta 10+27.27
POT Sta 9+80.56
POT Sta 1+27.57
PT Sta 7+69.28
PC Sta 4+48.89
PC Sta 9+ 33.73
POT Sta 8+ 72.41
0 100 200 300
SCALE IN FEET
273,254.692,800,841.76POT STA 1+88.65
273,254.332,800,737.70POT STA 0+84.59
273,254.592,800,653.11POT STA 0+00.00
DESCRIPTION
NORTHING EASTING
COORDINATES
COTTAGE GROVE AVENUE
DESCRIPTION
NORTHING EASTING
COORDINATES
SILVER STREET
DESCRIPTION
NORTHING EASTING
COORDINATES
274,661.302,800,803.63POT STA 1+27.57
274,662.672,800,676.07POT STA 0+00.00
SOUTH PHILO ROAD
¡ SILVER STREET
GROVE AVENUE
¡ SOUTH COTTAGE
¡ FLETCHER STREET
¡ VAWTER STREET
¡ SOUTH PHILO ROAD
POT STA 0+00.00
POT STA 14+67.94
STA 0+00.00 (VAWTER STREET)
STA 11+73.75 (SILVER STREET)=
STA 2+88.59 (FLETCHER STREET)
STA 8+30.69 (SILVER STREET)=
GROVE AVENUE)
STA 2+59.41 (SOUTH COTTAGE
STA 1+00.00 (SILVER STREET)=
274,622.272,800,739.37POT STA 14+67.94
273,154.332,800,737.42POT STA 0+00.00
STA 8+58.47 (VAWTER STREET)
STA 3+99.66 (EAST HARDING DRIVE)=
N 89° 55' 26" E
ALIGNMENTS AND TIES
POT STA 8+58.47
POT STA 0+00.00
¡ EAST HARDING DRIVE
N 89°54'39" E
N
'2
POT STA 0+00.00
DESCRIPTION
NORTHING EASTING
COORDINATES
273,373.582,801,246.75POT STA 1+50.00
273,235.812,801,306.09POT STA 0+00.00
DESCRIPTION
NORTHING EASTING
COORDINATES
BRIGHTON DRIVE
SOUTH COTTAGE GROVE AVENUE
273,365.012,801,3553.26POT STA 2+69.43
273,297.992,801,197.65POT STA 1+00.00
POT STA 1+50.00
GROVE AVENUE
¡ SOUTH COTTAGE
S 66°41'50" E
N 23°18'20" E
STA 1+00.00 (BRIGHTON DRIVE)
STA 7+99.28 (SOUTH COTTAGE GROVE AVENUE) =
DESCRIPTION
NORTHING EASTING
COORDINATES
VAWTER STREET
EAST HARDING DRIVE
274,318.752,801,597.40POT STA 8+58.47
274,328.082,800,738.98POT STA 0+00.00
DESCRIPTION
NORTHING EASTING
COORDINATES
274,652.792,801,597.92POT STA 6+33.70
274,019.092,801,596.94POT STA 0+00.00
1"=100' 1
ICS83-CHAMPAIGN COUNTY (ZONE 20)
COORDINATE SYSTEM:
BRIGHTON DRIVE
POT STA 0+00.00
23 5
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
100.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
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T
C
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C
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C A
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D
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C
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C K
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B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
T
IE
S
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
A li g n m e n t a n d
T ie s .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
AZ. 274°
42.1'
A Z
.4
AZ. 78°
7.8' "V
AWTE
R /
SI
LV
ER
" S
IG
N
PO
ST
CEN. MH
CEN. PHYD
CEN. 24" ROUND INLET
CEN
. M
ETAL STR LT PO
ST
AZ.
256°
16.1
' AZ. 98°
17.4'
A Z
.3
CEN. JOINT POWERPOLE
WV
2 1 1
POT Sta 8+58.47
AZ. 280°
36.2'
AZ. 171°
6.8'
AZ. 59°
9.3'
E C
O R
G U T T E R I
N L E T
CEN. MANHOLE
WV
WV
CEN. MANHOLE
A Z
.4
CEN. MANHOLE
A Z
.6
AZ. 239°
17.0'
CEN. POWERPOLE W/ TAG
WV
WV
P O
T
S ta
.7
C E
N P
H Y
D
AZ.
74°
10.5
NW COR. 18" X 18" SQUARE INLET
AZ. 26°
4.1'
A Z
.6
CEN. WOOD POST -STOP SIGN
WV
CEN. 24" ROUND INLET
C
EN
R O
U N D I N
LE
T
AZ
. 5
6°
.6
AZ. 130°
26.4'
AZ. 201°
10.0'
N. EDGE CONC SIDEWALK
24" INLET CASTING
ON W. EDGE
PUNCH MARK
CP #1041
E: 274344.759
N: 2800762.360
SILVER ST.
V
A W
T E
R
S
T
ALIGNMENTS AND TIES
NTS 2
E: 273276.160
N: 2800716.759
E: 274697.587
N: 2801591.415
E: 274079.910
N: 2801617.376
E: 274336.025
N: 2801567.650
E: 273280.206
N: 2801270.201
E HARDING DR.
E HARDING DR.
E HARDING DR.
V A
W T
E R
S
T
SILVER ST.
C O
T T
A G
E
G
R O
V E
A
V E
C O
T T
A G
E
G
R O
V E
A
V E
BRIGHTON DR.
CONC. DRIVE
ON W. EDGE
CHISD. X
CP #1043
SET MAG/REF WASHER
CP #1044
SIDEWALK JOINT
SET MAG IN
CP #1045
CONC JOINT
SET MAG IN
CP #1039
SET MAG/REF WASHER
CP #1037
23 6
1000DEFAULT
TREE
751 3330
1001DEFAULT
TREE
749 7780
0+00 5+00
0+00
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
200.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
K
E Y
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
K e y
S h e e ts .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
SHEET 4
SILVER ST.
S
P H
IL
O
R
D
E. HARDING DR.
S
C O
T T
A G
E G
R O
V E
A
V E
SHEET 1 SHEET 2
V A
W T
E R
S
T
S H
E E
T
SHEET 6
0 150 300 450
SCALE IN FEET
BRIGHTON DR. BRIGHTON DR.
SHEET KEY
SHEET 5
1"=100' 1 1
23 7
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
T y p
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
T y p ic a l_
S e c ti o n s .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
E X
R
O W
14.0' 14.0'
E X
R
O W
1.5%1:3
EAST HARDING DRIVE
EAST HARDING DRIVE
30.0' 30.0'
5.0' 24.5'
LEGEND
E X
R
O W
14.5' 14.5'
E X
R
O W
1.5%1:3
COTTAGE GROVE AVE
5.0' 24.5'
1.5%
1:
5.0'
COTTAGE GROVE DRIVE
25.0'
22.0' TO 31.0' 29.0' TO 35.0'
E X
R
O W
14.0' 14.0'
E X
R
O W
1.5%1:3
EAST HARDING DRIVE
EAST HARDING DRIVE
30.0' 30.0'
5.0' 24.5'
1.5%
1:
5.0'
STA 1+69.86 TO STA 6+99.60
STA 0+14.79 TO STA 1+69.86
17.0' TO 24.5'
E X
R
O W
14.0' 14.0'
E X
R
O W
1.5%1:3
30.0' 30.0'
5.0' 22.5'
STA 7+13.58 TO STA 8+29.18
PROPOSED PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH
STA 2+10.58 TO STA 9+45.08
VAWTER STREET
VAWTER STREET
TYPICAL SECTIONS
1"=5' 1 TYPICAL SECTIONS
23 8
P
T
S ta
.0
1 1 ¡ HARDING
TRANSITION
PROPOSED SIDEWALK
EX ROW
EX ROW
¡ E HARDING DRIVE
BEGIN PROJECT
29.42' LT
0+14.80
28.50' LT
0+19.80
23.00' LT
0+19.80
23.92' LT
0+14.80
6 INCH
PCC SIDEWALK,
TO BE PRUNED
TREE ROOTS
PAID FOR WITH SIDEWALK
PROPOSED CURB BACK - 12"
R
R
R
R
28.00' LT
1+02.33
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
20.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
H A
R D
IN
G
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4 p la n
S h e e ts .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
M A
T C
H L
IN
E
S
T A
.0
0 10
SCALE IN FEET
20 30
1"=10' 1
PLAN - EAST HARDING DRIVE AND VAWTER STREET
URBANA SIDEWALK IMPROVEMENTS
23 9
WV
WV
WV
WV
2 3 4
V
A W
T E
R
S
T R
E E
T
¡ HARDING
¡ E HARDING DRIVE
TRANSITION
PROPOSED SIDEWALK
25' 25'
9.0'
P E
.3
P E
.3
P E
.1
.3
STA 8+58.47 (VAWTER STREET)
STA 3+99.66 (E HARDING DRIVE)
EX ROW
EX ROWEX ROW
P E
.2
TO BE ADJUSTED
WATER VALVE TO BE ADJUSTED
WATER VALVE
TO BE ADJUSTED
WATER VALVE
TO BE ADJUSTED
HANDHOLE
24.50' RT
1+69.87
29.50' RT
1+69.86
.2
35.3'
.5
.4
.4
.5
C E
.2
16.5'
.3
C E
.5
BE ADJUSTED
INLET TO
41.80' RT
0+82.69
OPEN LID
TY 1 FRAME,
TO BE ADJUSTED
MANHOLE
B-6.18
CCC&G TY
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
TO BE ADJUSTED
WATER VALVE
BE ADJUSTED
HANDHOLE TO
6 INCH
PCC SIDEWALK,
40.66' RT
2+49.82
C E
.6
34.7'
PANEL AND POST
RELOCATE SIGN
37.15' LT
3+00.36
37.48' LT
3+19.20
TO BE PRUNED
TREE ROOTS
TO BE PRUNED
TREE ROOTS
TO BE PRUNED
TREE ROOTS
R
R
5'
25'25'
'R
'R
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
20.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
H A
R D
IN
G
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4 p la n
S h e e ts .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
E L E
V A
T
IO
N
.2
-0.49% -8.11% E
L E
V A
T
IO
N
.3
E L E
V A
T
IO
N
.2
E L E
V A
T
IO
N
.3
E L E
V A
T
IO
N
.2
-1.75%
-8.00%
.9
-1.75%
E L E
V A
T
IO
N
.3
E L E
V A
T
IO
N
.7
-0.51% -2.23%
.4
-7.97% 7 .8
V P I
S T
A
.0
V P I
S T
A
.0
V P I
S T
A
.8
V P I
S T
A
.7
V P I
S T
A
.8
V P I
S T
A
.3
V P I
S T
A
.3
E L E
V A
T
IO
N
.1
-0.1% -4.53%
E L E
V A
T
IO
N
.7
-0.82%
E L E
V A
T
IO
N
.6
E L E
V A
T
IO
N
.5
-0.31% -2.97%
E L E
V A
T
IO
N
.0
6 -2.31% E L E
V A
T
IO
N
.1
-2.31% -2.43%
-0.71%
E L E
V A
T
IO
N
.1
-0.1% V P I
S T
A
.5
V P I
S T
A
.6
V P I
S T
A
.8
V P I
S T
A
.4
V P I
S T
A
.0
V P I
S T
A
.0
V P I
S T
A
.9
M A
T C
H L
IN
E
S
T A
.0
MATCHLINE STA 8+20.63
0 10
SCALE IN FEET
20 30
1"=10' 2
PROP SIDEWALK PROFILE, RT
EXIST ROADWAY CENTERLINE
EXIST ROADWAY CENTERLINE
.0
.0
.0
.0
.0
.0
M A
T C
H L
IN
E
S
T A
.0
EX HYDRANT DND
PROP SIDEWALK FRONT PROFILE, LT
PROP SIDEWALK FRONT PROFILE, RT
PLAN AND PROFILE - EAST HARDING DRIVE AND VAWTER STREET
23 10
GV
WV
5+00 7 6 5+00
¡ E HARDING DRIVE
TRANSITION
PROPOSED SIDEWALK
.7
C E
.2
C E
.3
.8
C E
.4
23.8'
' 5
EX ROW
EX ROW
E X
R
O W
E X
R
O W
17.4'R
ADJUSTED
MANHOLE TO BE
ADJUSTED
MANHOLE TO BE
TO BE ADJUSTED
GAS VALVE
P
H
IL
O
R
O A
D
TO BE ADJUSTED
HANDHOLE
R
R
R
R
R
R
24.00' RT
6+51.58
24.00' LT
4+85.19
29.00' LT
4+89.51
29.00' LT
5+14.16
24.00' LT
5+17.42
17.00' RT
4+73.38
22.00' RT
4+73.38
22.00' RT
6+52.89
17.00' RT
6+52.89
.6
26.7'
5'
5'
R
R
R
R
.8
28'
R
R
R
24.50' RT
4+40.42
R
.5
C E
.2
16.5'
29.50' RT
4+40.42
B-6.18
CCC&G TY
TY B-6.24
CCC&G
TY B-6.24
CCC&G
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
PANEL AND POST
RELOCATE SIGN
TRANSITION
PROPOSED SIDEWALK
BE ADJUSTED (2)
WATER VALVE TO
6 INCH
PCC SIDEWALK,
BE ADJUSTED
INLET TO
BE ADJUSTED
INLET TO
TO BE ADJUSTED
JUNCTION BOX
TO BE PRUNED
TREE ROOTS TO BE PRUNED
TREE ROOTS
TO BE PRUNED
TREE ROOTS
TO BE PRUNED
TREE ROOTS
TO BE PRUNED
TREE ROOTS
24.00' LT
4+68.76
28.00' LT
4+67.42
28.00' LT
4+33.19
INFORMATION
FOR MORE
DETAIL SHEETS
SEE CURB RAMP
22.8' R
IN PLACE
TO REMAIN
EX MANHOLE
9.5'R
.7 R
.2 'R
'R
'R 25'R
R
R
R
R
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
20.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
H A
R D
IN
G
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4 p la n
S h e e ts .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
E L E
V A
T
IO
N
.9
+0.74% -1.16%
E L E
V A
T
IO
N
.3
8-1.16%
E L E
V A
T
IO
N
.1
-0.58%
-1.04% E L E
V A
T
IO
N
.5
-1.14% E L E
V A
T
IO
N
.3
-1.80%
.2
V P I
S T
A
.1
V P I
S T
A
.7
V P I
S T
A
.0
V P I
S T
A
.0
V P I
S T
A
.4
E L E
V A
T
IO
N
.1
-5.28%
E L E
V A
T
IO
N
.5
-1.29%
.2
3E L E
V A
T
IO
N
.3
+1.84% -0.51%7 .9
E L E
V A
T
IO
N
.0
-1.68%
.0
V P I
S T
A
.5
V P I
S T
A
.9
V P I
S T
A
.3
V P I
S T
A
.6
0 10
SCALE IN FEET
20 30
1"=10' 3
M A
T C
H L
IN
E
S
T A
.0
PROP SIDEWALK PROFILE, LT
EXIST ROADWAY CENTERLINE
.0
.0
.0
.0
.0
.0
EXIST ROADWAY CENTERLINE
PROP SIDEWALK FRONT PROFILE, LT
PROP SIDEWALK FRONT PROFILE, RT
PLAN AND PROFILE - EAST HARDING DRIVE AND VAWTER STREET
23 11
EX ROW
EX ROW
TRANSITION
PROPOSED SIDEWALK
EX ROW
EX ROW
¡ VAWTER STREET
27.50' LT
7+21.22
28.80' LT
7+13.60
22.50' LT
7+21.22
24.83' LT
7+13.58
6 INCH
PCC SIDEWALK,
.6
R T
.8
B R
IG
H T
O N
D
R
IV
E
PANEL AND POST
RELOCATE SIGN
R
R
R
R
R
R
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
20.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
H A
R D
IN
G
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4 p la n
S h e e ts .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
V P I
S T
A
.2
E L E
V A
T
IO
N
.0
+1.64% +0.39%
.4
V P I
S T
A
.1
E L E
V A
T
IO
N
.2
-3.76%
M A
T C
H L
IN
E
S
T A
.6
0 10
SCALE IN FEET
20 30
1"=10' 4
EXIST ROADWAY CENTERLINE
.0
.0
.0
.0
.0
.0
PROP SIDEWALK FRONT PROFILE
PLAN AND PROFILE - EAST HARDING DRIVE AND VAWTER STREET
23 12
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
20.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
C O
T T
A G
E -B
R
IG
H T
O N
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4 p la n
S h e e ts .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
PCC
St a
7+ .28
PCC
St a
8+ .1
PI
St a
7+ .2
PI
S ta
.8
STA 7+99.28 (S COTTAGE GROVE AVENUE)
STA 1+00.00 (BRIGHTON DRIVE)
¡ BRIGHTON DRIVE
C
O T T
A G
E
G
R O
V E
A
V E
N U
E
E X
R
O W
E X
R
O W
E X
R
O W
EX ROW
EX ROW
E X
R
O W
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
.0
4.0'
5.0'
.0
TRANSITION
PROPOSED SIDEWALK
5'
TY B-6.18
CCC&G
B-6.18
CCC&G TY
TY B-6.18
CCC&G
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
PANEL AND POST
RELOCATE SIGN
CURB
SIDEWALK
NEW TY 3 F&G
ADJUSTED WITH
INLET TO BE
BE REPLACED WITH SOD
EXISTING SIDEWALK TO
NEW TY 3 F&G
ADJUSTED WITH
INLET TO BE
SIDEWALK QUANTITY
INCLUDED IN
CONCRETE MEDIAN
0 10
SCALE IN FEET
20 30
1"=10' 1 2
PLAN - COTTAGE GROVE AVENUE AND BRIGHTON DRIVE
URBANA SIDEWALK IMPROVEMENTS
NOTE: SEE CURB RAMP DETAIL SHEETS FOR MORE INFORMATION
23 13
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
20.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
C O
T T
A G
E -B
R
IG
H T
O N
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4 p la n
S h e e ts .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
PT
S ta
.4
PI
S ta
.8
PC
St a
9+ .7
PI Sta 9+80.56
E X
R
O W
E X
R
O W
EX ROW
EX ROW
5'
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
5'
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
BE ADJUSTED
MANHOLE TO
B-6.18
CCC&G TY
B-6.18
CCC&G TY
B-6.18
CCC&G TY
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
PANEL AND POST
RELOCATE SIGN
PANEL AND POST
RELOCATE SIGN
4.5'
5'
5'
¡ BRIGHTON DRIVE
TO REMAIN
EX HANDHOLE
SODDING
NEW TY 3 F&G
ADJUSTED WITH
INLET TO BE
NEW TY 3 F&G
ADJUSTED WITH
MANHOLE TO BE
C
O T T
A G
E
G
R O
V E
A
V E
N U
E
BE REPLACED WITH SOD
EXISTING SIDEWALK TO
0 10
SCALE IN FEET
20 30
1"=10' 2
NOTE: SEE CURB RAMP DETAIL SHEETS FOR MORE INFORMATION
PLAN - COTTAGE GROVE AVENUE AND BRIGHTON DRIVE
URBANA SIDEWALK IMPROVEMENTS
23 14
0+00
P O
T
S ta
.0
1 2
POT Sta 2+29.56
POT Sta 2+89.56
G R
O V
E
A
V E
N U
E
S
O U
T H
C
O T
T A
G E
¡ SILVER STREET
EX ROW
EX ROW
E X
R
O W
EX ROW
EX ROW
E X
R
O W
E X
R
O W
E X
R
O W
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
STA 2+59.41 (S COTTAGE GROVE AVENUE)
STA 1+00.00 (SILVER STREET)
4.0'
5'
4'
.0
TYPE III, 8 INCH
CLASS B PATCHES,
TYPE III, 8 INCH
CLASS B PATCHES,
TYPE III, 8 INCH
CLASS B PATCHES,
TY 1 FRAME, CLOSED LID
MANHOLE TO BE RECONSTRUCTED
TY B-6.18
CCC&G
TY B-6.18
CCC&G
TY B-6.18
CCC&G
B-6.18
CCC&G TY
6 INCH
PCC SIDEWALK, 6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
PANEL AND POST
RELOCATE SIGN
WATER VALVE TO BE ADJUSTED
OPEN LID
INLETS, TY A, TY 1 FRAME,
REMOVE EX INLET
TY 4 FRAME AND GRATE
MANHOLES, TY A, 4' DIA,
REMOVE EX INLET
FRAME AND GRATE
INLET, TY B, TY 4
REMOVE EX INLET
5'
TO BE PRUNED
TREE ROOTS
SIDEWALK QUANTITY
CONCRETE MEDIAN INCLUDED IN
SIDEWALK QUANTITY
INCLUDED IN
CONCRETE MEDIAN
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
20.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
X S
IL
V E
R -C
O T
T A
G E
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4 p la n
S h e e ts .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
0 10
SCALE IN FEET
20 30
PLAN - SILVER STREET AND COTTAGE GROVE AVENUE
URBANA SIDEWALK IMPROVEMENTS
1"=10' 1
23 15
CITY OF URBANA RIGHT-OF-WAY STANDARD DRAWINGS
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
E N
T R
A N
C E
D
E T
A
IL
S
H E
E T
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
E n tr a n c e
D e ta il s .d g n
F
IL
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M O
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L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
ENTRANCE DETAILS
NTS 1 ENT DET
23 16
STANDARD DRAWINGS
CITY OF URBANA RIGHT-OF-WAY
DEPRESSED CURB
MAX
1.5%
MAX
1.5%
EX OR PROP ROW
VARIES *
V A
R
IE
S
MAX
1.5%
TRANSITION
CURB
TRANSITION
CURB
MAX
1.5%
(SEE STANDARD 424001)
PR SIDEWALK RAMP
(SEE STANDARD 424001)
PR SIDEWALK RAMP
OR 3' MAX
d/3
OR 3' MAX
d/3
ENTRANCE WITH SIDEWALK ADJACENT TO CURB
WITH INTEGRATED SIDEWALK
FOR LOCATIONS WITH CONCRETE CURB
(SEE TYPICAL SECTIONS)
INTEGRATED SIDEWALK
CURB WITH
PROPOSED CONCRETE
CURB
(TYP.)
d/3 or 3' MAX.
GUTTER
CURB TRANSITION DETAIL
SMOOTHLY (TYP. BOTH SIDES)
7.5' CURB TRANSITION
7.5'
MAX
5%
7.5'
MAX
5%
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
E N
T R
A N
C E
D
E T
A
IL
S
H E
E T
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
E n tr a n c e
D e ta il s .d g n
F
IL
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M O
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L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
NTS 2 ENT DET2
23 17
SECTION B-B
SECTION A-A
TRANSITION
2' CURB
TRANSITION
CURB
1:12
DEPRESSED CURB
90°0'0"
MAX
1.5%
MAX
1.5%
MAX
1.5%
MAX
1:12 MAX
1:12
MAX
1.5%
4' 4'
A B
A B
EX OR PROP ROW
VARIES *
6%
V A
R
IE
S
JOINT W/ SEALER (TYP)
1/2" PREFORMED EXP.
JOINT W/ SEALER (TYP)
3/4" PREFORMED EXP
JOINT W/ SEALER (TYP)
3/4" PREFORMED EXP
4%
P R
O P
O S
E D
R
O W
E X
IS
T
IN
G
O
R
P R
O P
O S
E D
R
O W
E X
IS
T
IN
G
O
R
VARIES
1.5%
6' VARIES
(SEE DETAIL)
ENTRANCE PAVEMENT
BASE (4" THICK)
TYPE B AGGREGATE
(SEE DETAIL)
ENTRANCE PAVEMENT
5'VARIES 2'
VARIES
1.5% 6%
CURB AND GUTTER
COMBINATION
CURB AND GUTTER
COMBINATION
"L"
"L"
BASE (4" THICK)
TYPE B AGGREGATE
PAVED APPROACH, 6" OR PAVED APPROACH, 8"
PAVED APPROACH, 6" OR PAVED APPROACH, 8"
SEE PLAN SHEETS FOR ENTRANCE LIMITS AND WIDTHS
PRIVATE OR COMMERCIAL ENTRANCE WITH SIDEWALK
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
E N
T R
A N
C E
D
E T
A
IL
S
H E
E T
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
E n tr a n c e
D e ta il s .d g n
F
IL
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M O
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L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
NTS 3
23 18
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
R M
P
D
E T
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
C u r b
R a m p
D e ta il s .d g n
F
IL
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E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
E HARDING DR
V A
W T
E R S
T
.0
11.6'
5.0'
6.1'
13.7' 9.0'
12.0'
.1
5.8'
.0
1.53%
.5
1.50%7.76%
7.69%
.5
7.85%
7.89% 3.72%
.7
2.80%
1.00%
.7
0.63%
0.30%
19.88' RT
3+76.05
24.50' RT
3+66.59
29.50' RT
3+66.64
35.61' RT
3+72.49
18.64' RT
3+76.90
29.50' RT
3+77.44
35.61' RT
3+77.49
36.91' RT
3+86.10
36.77' RT
3+87.60
29.50' RT
3+83.49
24.50' RT
3+80.30
36.82' RT
4+14.23
36.64' RT
4+12.74
29.50' RT
4+16.89
29.50' RT
4+28.85
24.50' RT
4+19.89
16.87' RT
4+25.16
18.13' RT
4+25.97
24.50' RT
4+28.85
1' STUB
0 5
10 15
EAST HARDING DRIVE AND VAWTER STREET
1"=5' 1 5
CURB RAMP DETAIL 23 19
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
R M
P
D
E T
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
C u r b
R a m p
D e ta il s .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
E HARDING DR
S P
H
IL
O R
D
9.1'
9.1'
8.0'2.0'
8.0'2.0'
.0
5.0'
.7
.0
.1 ' 3
.9
3.8'
.5
1.50%
.1
3.9'
18.00' RT
6+94.60
.1
.0
.5
.5
.0
.8
.4
1.25% 1 .5
0.41%
.5
.4
.5
.5
.1
.0
.9
.8
1.29%
1.79%
43.72' LT
6+94.29
38.72' LT
6+94.34
29.00' LT
6+94.43
29.00' LT
6+86.43
24.00' LT
6+86.43
18.24' LT
6+86.74
16.43' LT
6+87.58
23.70' LT
6+94.45
28.41' LT
6+99.43
32.14' LT
7+05.45
33.21' LT
7+03.76
43.77' LT
6+99.29
38.77' LT
6+99.34
13.45' RT
6+89.99
24.50' RT
6+94.60
15.37' RT
6+89.43
21.07' RT
6+99.60
24.78' RT
7+07.21
26.05' RT
7+05.67
29.61' RT
6+99.60
40.42' RT
6+99.60
40.56' RT
6+95.73
34.60' RT
6+94.60
29.50' RT
6+94.60
47.76' LT
6+94.90
1' STUB
47.67' LT
6+98.68
P O
T
S ta
.7
P
O T
S ta
.7
0 5
SCALE IN FEET
10 15
EAST HARDING DRIVE AND VAWTER STREET
1"=5' 2 5
CURB RAMP DETAIL 23 20
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
R M
P
D
E T
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
C u r b
R a m p
D e ta il s .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
S COTTAGE GROVE AVE
B R
IG
H T
O N D
R
.0
.0
5.0'
3.0' 3.0'
5.0'
.0
15.0'
5.0'
.0
.4
5.0'12.0'
.0
8.1'5.0'17.0'
.0
.1
.0
22.2'
6.1' 5.0'
.3
.0
3.6'
5.6' 5.0'
5.8'
.4
4.8'
1.49%
.4
1.50%1 .5
% 0.95%
8.00%
.5
.0
.0
.5
7.70%8.02%
8.00% 6.51%
.5
1.15%
1.60%
7.34%
.2
.7
.8
.8
43.69' LT
7+74.29
28.73' LT
7+74.29
23.72' LT
7+74.29
23.74' LT
7+79.32
23.74' LT
7+69.43
24.03' LT
7+52.94
15.05' LT
7+64.80
32.53' LT
7+83.73
13.61' LT
7+65.21
31.57' LT
8+11.50
32.22' LT
8+12.80
52.21' LT
8+20.53
52.52' LT
8+23.87
47.12' LT
8+19.62
29.07' LT
8+21.19
29.32' LT
8+26.02
28.81' LT
8+15.31
24.02' LT
8+19.07
25.24' LT
8+40.57
29.05' LT
8+40.61
29.90' LT
8+35.43
13.01' RT
7+77.32
14.51' RT
7+77.33
12.99' RT
7+66.14
12.99' RT
7+66.14
14.50' RT
7+66.12
15.23' RT
7+69.18
15.25' RT
7+74.27
25.04' RT
7+74.27
24.99' RT
7+69.11
24.89' RT
7+63.94
25.06' RT
7+79.43
29.06' RT
7+79.46
28.89' RT
7+63.89
15.71' LT
8+28.00
24.62
8+79
17.10' LT
8+28.56
28.76' LT
7+82.12
32.27' LT
7+85.15
19.31' LT
7+74.29
17.31' LT
7+69.39
29.03' LT
7+53.07
28.74' LT
7+69.47
43.70' LT
7+69.56
9.8' 5.4'
.0
.8
.5
1.75% 7.40%
.3
% 6.59%
28.29' RT
8+64.09
0.0%
1.5%
1.5%
.5
10 15
SOUTH COTTAGE GROVE AVENUE AND BRIGHTON DRIVE
1"=5' 3 5
CURB RAMP DETAIL 23 21
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
R M
P
D
E T
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
C u r b
R a m p
D e ta il s .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
S COTTAGE GROVE AVE
.1
22.2'
5.0'
.1
7.8'
15.0'
.9
5.6' 5.0'
5.8'
.0
5.0'
.8
.4
1.49%
1.50%
1.60%
15.71' LT
8+28.00
24.62' RT
8+79.40
29.62' RT
8+74.87
29.62' RT
8+79.89
16.61' RT
8+73.16
15.31' RT
8+73.91
34.55' RT
8+90.43
35.09' RT
8+89.04
29.63' RT
8+85.69
34.63' RT
8+88.22
34.62' RT
8+80.38
39.62' RT
8+80.91
44.62' RT
8+80.29
44.62' RT
8+76.41
34.62' RT
8+75.36
36.06' RT
9+18.77
35.85' RT
9+17.29
15.31' RT
9+34.61
13.98' RT
9+34.05
24.36' RT
9+41.79
27.77' RT
9+41.81
25.86' LT
9+19.39
3.9'
.0
.0
.0
.5
1.50%
.2
.6
.3
2.08%
2.89%
6.59%
0.62%
.5
1.50%
.5
.6
0.83%
24.36' RT
8+64.15
24.55' RT
8+74.37
28.29' RT
8+64.09
28.98' RT
8+69.76
43.07' RT
9+30.44
42.66' RT
9+33.90
34.65' RT
9+26.92
34.6477 RT
9+31.92
34.64' RT
9+19.01
29.64' RT
9+20.53
29.65' RT
9+26.92
20.39' RT
9+26.93
16.71' RT
9+31.93
23.51' RT
9+31.93
23.52' RT
9+36.83
28.52' RT
9+36.81
28.51' RT
9+31.93
29.65' RT
9+31.92
1.5% 7.0%
7.0%
.7
7.7%
7.7%
.8
.0
.3
.5
.5
.0
3.5'
5.0'
7.9'
.1
.0
6.4'
14.81' LT
9+31.95
15.40' LT
9+33.44
13.32' LT
9+33.46
15.34' LT
9+25.44
13.26' LT
9+25.46
14.77' LT
9+26.95
23.91' LT
9+26.95
23.94' LT
9+21.93
23.89' LT
9+31.95
23.85' LT
9+37.03
25.68' LT
9+39.68
29.29' LT
9+39.86
28.89' LT
9+31.95
28.94' LT
9+26.95
0.5%
.0
.5
0.5%
4.8%
3.0%
3.0%
6.4%
4.7%
5.0'
.0
.6
.6
29.50' LT
9+19.51
28.94' LT
9+21.95
28.85' LT
9+37.08
.5
.5
1.50%
.5
1' STUB
10 15
SOUTH COTTAGE GROVE AVENUE AND BRIGHTON DRIVE
1"=5' 4 5
CURB RAMP DETAIL
B R
IG
H T
O N D
R
IV
E
23 22
SHEET
NO.RTE.
CONTRACT NO.
Joe.Kovarik=USER NAME
10.0000 ' / in.=PLOT SCALE
4/17/2026=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
S U
R V
E Y
E D
P L
O T
T E
D
B Y
D A
T E
N O
T E
B
O O
K
N O
P L
A N
A L
IG
N M
E N
T
C
H E
C K
E D
R T
Y
C
H E
C K
E D
C A
D D
F
IL
E
N
A M
E
P R
O F
IL
E S
U R
V E
Y E
D
P L
O T
T E
D
G R
A D
E S
C
H E
C K
E D
B .M
N O
T E
D
S T
R U
C T
U R
E
N
O T
A T 'N
S
C
H 'K
D
B Y
D A
T E
N O
T E
B
O O
K
N O
R M
P
D
E T
X
P r o d u c ti o n \F il e s \2
\4
-1
\P
R J-
\C
A D \S h e e ts -B id
P a c k a g e \4
C u r b
R a m p
D e ta il s .d g n
F
IL
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
S C
O T
T A
G E G
R O
V E A
V E 1.50% 5.98%
6.35%
.5
1.50%
.4
5.1'
.8
3.1'
.2
6.4'
5.0'
5.0' 8.5'
.0
4.0'
.1
5.0'
5.0'
.0
8.0'
.0
.0
.0
3.8'
.1
.7
4.0'
5.0'
.0
6.1'
6.1'
3.9'
.9
.5
1.50%
.5
9.82%
10.10%
8.00%
8.09%
.0
.7
3.90%
.9
39.30' RT
0+76.07
43.94' RT
0+75.11
43.93' RT
0+71.08
29.50' RT
0+60.00
28.98' RT
0+56.10
25.08' RT
0+56.14
24.50' RT
0+59.97
24.50' RT
0+71.04 24.50' RT
0+76.04
24.50' RT
1+29.54
24.50' RT
1+42.56
26.30' RT
1+47.35
29.17' RT
1+47.28
29.34' RT
1+42.52
29.36' RT
1+29.55
39.30' RT
1+28.96
44.36' RT
1+28.78
44.35' RT
1+24.95
38.96' RT
1+24.97
.8
.4
29.50' RT
0+71.05
3.9'
4.8'
.9
5.1'
8.0'
29.36' RT
1+25.55
.0
29.50' RT
0+76.05
.9
.0
.0
6.09%
.0
1.46%
.5
.0
% 4 .1
13.78' RT
1+33.65
15.25' RT
1+33.98
17.56' RT
0+71.03
21.22' RT
0+76.04
12.76' RT
0+86.79
24.50' RT
0+79.14
32.50' RT
0+84.45
32.01' RT
0+85.79
29.50' RT
0+82.41
32.01' RT
0+86.79
33.15' RT
1+15.50
32.69' RT
1+14.07
24.50' RT
1+20.47
29.37' RT
1+17.49
32.69' RT
1+13.07
12.79' RT
1+13.07
19.68' RT
1+25.54
17.38' RT
1+29.53
12.78' RT
1+33.65
15.16' RT
0+67.42
13.76' RT
0+67.98
12.76' RT
0+67.98
S C
O T
T A
G E G
R O
V E A
V E 5.49%
5.61%
0.29%
.5
.5
5.0'
.9
.0
5.0'
3.8'
.2 '6 .9
6.9'
.0
4.0'
5.8'
.7
.0
5.0' 4.9' 5.1'
.9
4.0'
.0
5.0' 4.8' 5.2'8.1'
.0
.0
3.8'
.5
0.27%
.0
.7
.6
.7
7.31%
7.35%
0.37%
48.40' LT
0+75.12
48.33' LT
0+71.16
44.63' LT
0+75.95
29.28' LT
0+70.89
29.28' LT
0+54.91
28.86' LT
0+49.74
24.93' LT
0+49.91
24.29' LT
0+54.91
24.28' LT
0+70.87
29.28' LT
0+75.89
33.23' LT
1+15.07
32.85' LT
1+13.62
12.97' LT
1+38.36
14.47' LT
1+38.38
25.14' LT
1+29.37
19.41' LT
1+25.34
17.16' LT
1+29.33
29.15' LT
1+17.15
29.15' LT
1+25.23
44.14' LT
1+25.07
44.22' LT
1+28.92
29.14' LT
1+29.27
41.04' LT
1+29.08
29.14' LT
1+39.24
28.62' LT
1+44.39
24.74' LT
1+44.37
25.14' LT
1+39.23
.3
.9
.1
16.0' 5.2'
5.0' 11.0'
3.9'
25.15' LT
1+19.49
.0
.0
.0
1+25.37
25.15' LT
.7
0.46%
.3
.7
% 3.82%
.7
%4.89%
5.20%
1.50%
.9
.0
0.01%
13.81' LT
0+66.92
15.20' LT
0+66.53
12.78' LT
0+66.93
17.37' LT
0+70.84 20.47' LT
0+75.85
12.78' LT
0+87.43
24.28' LT
0+79.67
29.28' LT
0+82.76
33.46' LT
0+87.43
33.78' LT
0+85.08
33.46' LT
0+86.40
10 15
0 5
SCALE IN FEET
10 15
S COTTAGE GROVE AVE AND SILVER ST SOUTHWEST CORNER
S COTTAGE GROVE AVE AND SILVER ST NORTHWEST CORNER
S COTTAGE GROVE AVE AND SILVER ST SOUTHEAST CORNER
1"=5' 5
S COTTAGE GROVE AVE AND SILVER ST NORTHEAST CORNER
CURB RAMP DETAIL 23 23
| Bid Package 1 Sidewalk-003 |
| Bid Package 1 Sidewalk-007 |
| Bid Package 1 Sidewalk-018 |
| Bid Package 1 Sidewalk-025 |
| Bid Package 1 Sidewalk-001 |
| Bid Package 1 Sidewalk-002 |
| Bid Package 1 Sidewalk-009 |
| Bid Package 1 Sidewalk-016 |
| Bid Package 1 Sidewalk-011 |
| Bid Package 1 Sidewalk-012 |
| Bid Package 1 Sidewalk-013 |
| Bid Package 1 Sidewalk-014 |
| Bid Package 1 Sidewalk-023 |
| Bid Package 1 Sidewalk-024 |
| Bid Package 1 Sidewalk-015 |
| Bid Package 1 Sidewalk-004 |
| Bid Package 1 Sidewalk-005 |
| Bid Package 1 Sidewalk-006 |
| Bid Package 1 Sidewalk-019 |
| Bid Package 1 Sidewalk-020 |
| Bid Package 1 Sidewalk-021 |
| Bid Package 1 Sidewalk-022 |
| Bid Package 1 Sidewalk-023 |
| Bid Package 1 Sidewalk-003 |
| Bid Package 1 Sidewalk-007 |
| Bid Package 1 Sidewalk-018 |
| Bid Package 1 Sidewalk-025 |
| Bid Package 1 Sidewalk-001 |
| Bid Package 1 Sidewalk-002 |
| Bid Package 1 Sidewalk-009 |
| Bid Package 1 Sidewalk-016 |
| Bid Package 1 Sidewalk-011 |
| Bid Package 1 Sidewalk-012 |
| Bid Package 1 Sidewalk-013 |
| Bid Package 1 Sidewalk-014 |
| Bid Package 1 Sidewalk-023 |
| Bid Package 1 Sidewalk-024 |
| Bid Package 1 Sidewalk-015 |
| Bid Package 1 Sidewalk-004 |
| Bid Package 1 Sidewalk-005 |
| Bid Package 1 Sidewalk-006 |
| Bid Package 1 Sidewalk-019 |
| Bid Package 1 Sidewalk-020 |
| Bid Package 1 Sidewalk-021 |
| Bid Package 1 Sidewalk-022 |
| Bid Package 1 Sidewalk-023 |
File details come from the government source that posted it. Updated .