25-00701-02-SW-PL_Plans.pdf
PDF 4 MB Posted
- Attached to
- CDBG FY2026 Sidewalk Improvements 25-00701-02-SW
- Solicitation number
- FY2026-ITB-190
- Issued by
- Champaign County, Illinois
About this file
This is a scope of work and construction plans document for the City of Urbana, Illinois, detailing sidewalk improvement projects funded through Community Development Block Grant (CDBG) FY2025 funds under contract section 25-00701-02-SW. The project encompasses sidewalk improvements along East Elm Street from South Urbana Avenue to South Grove Street, South Urbana Avenue from East Elm Street to East Main Street, and the intersection of East Elm Street and South Webber Street. Work includes replacement of existing brick sidewalks with new Portland cement concrete (PCC) sidewalks, installation of new curb and gutter sections (Type B-6.18), aggregate base course placement, driveway pavement installation, utility adjustments, and appurtenances such as curb ramps and drainage features. The project has a net length of 919.42 feet (0.174 miles) and gross length of 993.80 feet (0.188 miles). Construction plans comprise 22 sheets and include typical sections, alignment and tie details, schedule of quantities, general notes and standards, curb ramp details, entrance details, and concrete step specifications. The plans were prepared by Lochmueller Group and are dated June 2026, with all construction coordination and utility locating requirements specified per Illinois state law requiring 48-hour notice to J.U.L.I.E. (Joint Utility Location Information for Excavators) at 1-800-892-2123.
The project requires contractors to verify all field dimensions and conditions prior to construction, with any variations in the scope handled as change orders rather than grounds for additional compensation. Abandoned underground utilities conflicting with construction must be disposed of outside right-of-way limits, and all disturbed areas require sodding as directed by the engineer. Access to public, private, and commercial properties must be maintained throughout construction, with protection measures including barricades, extended-leg signs (48" x 48" fluorescent orange), and sandbag placement on sign stands. Traffic control, protective coatings on sidewalks and curbs, and existing drainage facility accommodation are included in the contractor's base bid. All construction standards reference City of Urbana right-of-way standards and Illinois highway specifications, with professional engineering approval documented under Illinois Professional Engineer License No. 062-066132 (expiring November 30, 2027).
View the file
Other files
| File | Type | Posted |
|---|---|---|
| CDBG_FY2026_Sidewalk_Improvements_25-00701-02-SW.pdf | ||
| 25-00701-02-SW-Bid_Docs.pdf | ||
| 25-00701-02-SW-Specifications.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SECTION COUNTY
ILLINOIS
CHAMPAIGN 22
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: -
PROPOSED
HIGHWAY PLANS
COMMUNITY BLOCK DEVELOPMENT GRANT FY25
CDBG FUNDS
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
INDEX OF SHEETS
E ELM ST AT S WEBBER ST
E ELM ST AT S URBANA AVE
E MAIN ST AT S URBANA AVE
E ELM ST AT S GROVE ST
E ELM ST AT S MAPLE ST
PUBLIC WORKS DEPARTMENT
CITY OF URBANA, ILLINOIS
SECTION 25-00701-02-SW
25-00701-02-SW
NET LENGTH = 919.42 FT. = 0.174 MILE
GROSS LENGTH = 993.80 FT. = 0.188 MILE
CITY ENGINEER
APPROVED
CITY OF URBANA
NTS
MISCELLANEOUS DETAILS18-22
CURB RAMP DETAILS13-17
PLAN SHEETS8-12
TYPICAL SECTIONS7
PLAN KEY SHEET6
ALIGNMENTS AND TIES5
SCHEDULE OF QUANTITIES4
SUMMARY OF QUANTITIES3
GENERAL NOTES, STANDARDS, & COMMITMENTS2
COVER SHEET1
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: 6/09/2026
266/25
GENERAL NOTES
HIGHWAY STANDARDS
PATTERNS AND ABBREVIATIONS SYMBOLS,STANDARD
001001-02 BARS REINFORCEMENT OFAREAS
001006 FOOT A OF AND INCH AN OFDECIMAL
SIDEWALKS FOR RAMPS CURBPERPENDICULAR
701006-05 EDGEPAVEMENT FROM MM) (600 ” 24TO M) (4.5 ’ 15 2W, 2L, OPERATIONS,OFF-ROAD
701801-06 CLOSURE CROSSWALK OR CORNERSIDEWALK,
DEVICES CONTROLTRAFFIC
424011-05
424016-06
424031-03
CORNER PARALLEL CURB RAMPS FOR SIDEWALKS
MID-BLOCK CURB RAMPS FOR SIDEWALKS
MEDIAN PEDESTRIAN CROSSINGS
CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER606001-09
COMMITMENTS
NONE
000001-09
701901-11
BETWEEN SIDEWALK AND BACK OF CURB. SODDING QUANTITIY FOR DRIVEWAYS REPLACED WERE SAME AS TOPSOIL AREA.
15. SODDING QUANTITY ALONG SIDEWALK CALCULATED BY ASSUMING 2' WIDE STRIP BEHIND SIDEWALK AND A 2.5' STRIP
PROVISIONS)
14. ACCESS SHALL BE MAINTAINED TO PUBLIC, PRIVATE, AND COMMERCIAL PROPERTIES AT ALL TIMES. (SEE SPECIAL
BARRICADES AND APPROPRIATE LIGHTS.
13. 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
12. 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
11. SOME EXISTING STORM SEWER AND DRAINAGE STRUCTURE INFORMATION USED ON THESE PLANS WERE DEVELOPED FROM
10. PROTECTIVE COAT SHALL BE APPLIED TO ALL SIDEWALKS, PROPOSED GUTTER FLAGS, AND TO THE TOP AND FACE OF CURB.
9. 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
8. 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.
7. ABANDONED UNDERGROUND UTILITIES THAT CONFLICT WITH CONSTRUCTION SHALL BE DISPOSED OF OUTSIDE THE LIMITS
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
424001-12
COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
H E
C K
E D
R T
F
W A
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
G 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
G e n
N o te 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
GENERAL NOTES, STANDARDS, & COMMITMENTS
N/A 1
22 2
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
S O
Q
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
S
O Q .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
SUMMARY OF QUANTITIES
22 3
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
S C
H
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
S c h e d u le 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
SCHEDULE OF QUANTITIES
22 4
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
200.0000 ' / in.=PLOT SCALE
6/17/2026=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
A
L I
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
Edwardsville, IL 62025
103 W VANDALIA ST., #100
15+00
30+00
11 12 13 14 16 17 18
40+00
0 100 200 300
SCALE IN FEET
0 100 200 300
SCALE IN FEET
POT STA 31+10.00
POT STA 51+77.73
POT STA 52+97.88
DESCRIPTION
NORTHING EASTING
COORDINATES
SOUTH WEBBER STREET
EAST ELM STREET
DESCRIPTION
NORTHING EASTING
COORDINATES
POT STA 40+00.00
¡ EAST ELM STREET
¡ SOUTH WEBBER STREET
STA 52+20.00 (SOUTH WEBBER STREET)
STA 41+10.00 (EAST ELM STREET) =
EAST MAIN STREET
SOUTH URBANA AVENUE
DESCRIPTION
NORTHING EASTING
COORDINATES
EAST ELM STREET
DESCRIPTION
NORTHING EASTING
COORDINATES
271,001.572,808,450.43POT STA 24+17.03
271,001.152,808,391.71POT STA 23+58.30
271,004.092,808,291.80POT STA 22+58.35
271,006.522,808,033.46POT STA 20+00.00
271,664.262,808,118.82POT STA 18+28.53
271,298.572,808,112.61POT STA 14+62.78
270,975.482,808,107.31POT STA 11+39.66
270,843.022,808,104.47POT STA 10+07.16
DESCRIPTION
NORTHING EASTING
COORDINATES
271,048.712,808,421.79POT STA 31+10.00
271,001.252,808,406.04POT STA 30+60.00
270,941.942,808,396.97POT STA 30+00.00
¡ EAST MAIN STREET
¡ EAST ELM STREET
POT STA 18+28.53
POT STA 20+00.00
POT STA 10+07.16
POT STA 30+00.00
POT STA 24+17.03
STA 30+60.00 (EAST MAIN STREET)
STA 23+58.30 (EAST ELM STREET) =
STA 20+74.35 (SOUTH URBANA AVE)
STA 11+70.00 (EAST ELM STREET) =
¡ SOUTH URBANA AVE
ICS83-CHAMPAIGN COUNTY (ZONE 20)
COORDINATE SYSTEM:
ALIGNMENTS AND TIES
1"=100' 1
272,285.622,808,216.61POT STA 52+97.88
272,285.622,808,096.45POT STA 51+77.73
POT STA 14+62.78
POT STA 22+58.35
POT STA 23+58.30
272,175.622,808,138.72POT STA 40+00.00
STA 20+74.35 (SOUTH URBANA AVE)
STA 11+70.00 (EAST ELM STREET) =
N 89° 59' 50" E
S 00° 00' 09" E
N 89° 03' 38" E
N
E
22 5
40+00
15+00
30+00
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
600.0000 ' / in.=PLOT SCALE
6/17/2026=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
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
0 100 200 300
SCALE IN FEET
E. MAIN ST.
S
W E
B B
E R
S
T
S
A
N D
E R
S O
N
S
T
S
U
R B
A N
A
A
V
S
M
P L E
S
T
S
G
R O
V E
S
T
E GREEN ST
E ELM ST
PLAN KEY SHEET
SHEET 1
S H
E E
T
SHEET 2 SHEET 3
SHEET 5
22 6
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
1.5%
5'
1:
MAX
1:3 MAX
VARIES
1.5%
5'
1:3 MAX
1:
MAX
VARIES
ELM
1.5%
5'
1:
MAX
1:3 MAX
1.5%
5'
1:3 MAX
1:
MAX
VARIES
URBANA
10.5' 12'
11'
1 1
URBANA
ELM
(STA 11+26.35 TO 18+18.73)
(STA 20+11.81 TO 22+70.97)
1.0'
LEGEND
PROPOSED AGGREGATE BASE COURSE, TYPE B, 4"
PROPOSED COMBINATION CURB AND GUTTER, TYPE B-6.18
BRICK SIDEWALK REMOVAL
PROPOSED PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH
1"=5' 1 EXISTING TYPICAL SECTIONS1
TYPICAL SECTIONS 22 7
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
20.0000 ' / in.=PLOT SCALE
6/17/2026=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
U R
B A
N A -E
L M
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
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
22-00701-02-SW
P I
S ta
.6
11 12 13
WV
WV
WV
New
Feature
New
Feature
New
Feature
¡ EAST ELM STREET
¡ EAST ELM STREET
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
EX ROW
EX ROW
EX ROW
EX ROW
S
O U
T H
U
R B
A N
A
A
V E
N U
E
6 INCH
PCC SIDEWALK,
30.45' LT
21+11.00
43.00' LT
21+11.00
43.00' LT
21+25.00
30.41' LT
21+25.00
PCC SIDEWALK, 6 INCH
BRICK SIDEWALK REMOVAL
PROPOSED SIDEWALK TRANSITION
TRANSITION
PROPOSED SIDEWALK
28.49' LT
12+66.17
24.20' LT
12+66.14
5'
5'
5'
B-6.18
CCC&G TY B-6.18
CCC&G TY
B-6.18
CCC&G TY
CCC&G TY. B-6.18
BEGIN PROJECT
BEGIN PROJECT
200 S VINE ST
308 E ELM ST
402 E ELM ST
404 E ELM ST
202 S URBANA AVE
403 E ELM ST
BE ADJUSTED
INLET TO
.5 'R
.5 'R
.5 R
REMAIN IN PLACE
EX BRICK SIDEWALK TO
REMAIN IN PLACE
EX BRICK SIDEWALK TO
.3
NEW TY 3F&G
ADJUSTED WITH
INLET TO BE
NEW TY 3F&G
ADJUSTED WITH
INLET TO BE
0 10
SCALE IN FEET
20 30
1"=10' 1
MATCHLINE STA 21+30.00
M
A T
C H
L
IN
E
S
T A
.0
PLAN - URBANA AVENUE AND ELM STREET
URBANA SIDEWALK IMPROVEMENTS
CONSTRUCTION DETAILS
1 OF 5 FOR ADDITIONAL
SEE CURB RAMP DETAIL SHEET
22 8
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
20.0000 ' / in.=PLOT SCALE
6/17/2026=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
U R
B A
N A -E
L M
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
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
22-00701-02-SW
P I
S ta
.7
15+00 16 14
WV
WV
New
Feature
New
Feature
New
Feature
New
Feature
New
Feature
New
Feature
New
Feature
New
Feature
BM
WV
WVWV
WV
¡ EAST ELM STREET
EX ROW
EX ROW EX ROW EX ROW
EX ROWEX ROW
P L E
S
T R
E E
T
P E
.0
PCC SIDEWALK STEPS
40.00' LT
15+31.00
30.00' LT
15+31.00
40.00' LT
15+22.51
30.00' RT
15+98.00
42.00' RT
15+98.00
30.00' RT
16+15.00
42.00' RT
16+15.00
24.00' RT
13+31.62
28.87' LT
13+31.62
29.15' RT
13+31.62 29.51' RT
14+64.22
23.87' LT
13+31.62
24.51' RT
14+64.30
PCC SIDEWALK, 6 INCH
BRICK SIDEWALK REMOVAL
PCC SIDEWALK, 6 INCH
BRICK SIDEWALK REMOVAL
PCC SIDEWALK, 6 INCH
BRICK SIDEWALK REMOVAL
PCC SIDEWALK, 6 INCH
BRICK SIDEWALK REMOVAL
5'
5'
R
R
15'R
'R
CCC&G TY. B-6.18
7'
TYPE III, 8 INCH
CLASS B PATCHES,
406 E ELM ST
408 E ELM ST
405 E ELM ST
407 E ELM ST
502 E ELM ST
501 E ELM ST
503 E ELM ST
504 E ELM ST
CCC&G TY. B-6.18
BE ADJUSTED
EX INLET TO
BE ADJUSTED
EX INLET TO
REMAIN IN PLACE
EX BRICK SIDEWALK TO
EX GATE TO REMAIN IN PLACE
REMIAN IN PLACE
EX MAILBOX TO
0 10
SCALE IN FEET
20 30
1"=10' 2
M A
T C
H L
IN
E
S
T A
.0
M A
T C
H L
IN
E
S
T A
.0
PLAN - MAPLE STREET AND ELM STREET
URBANA SIDEWALK IMPROVEMENTS
CONSTRUCTION DETAILS
2 OF 5 FOR ADDITIONAL
SEE CURB RAMP DETAIL SHEET
22 9
TYPE II
T
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
20.0000 ' / in.=PLOT SCALE
6/17/2026=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
U R
B A
N A -E
L M
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
PHONE: 618.667.1400
Edwardsville, IL 62025
103 W VANDALIA ST., #100
22-00701-02-SW
P O
T
S ta
.5
17 18
New
Feature
GV
New
Feature New
Feature
WV
WV
WV
EX ROW
EX ROW
EX ROW
S
G
R O
V E
S
T R
E E
T
P E
.5
30.00' RT
16+66.00
40.00' RT
16+66.00
30.00' RT
16+85.00
40.00' RT
16+85.00
8'
22.99' LT
17+24.52
23.65' LT
17+29.52
¡ EAST ELM STREET
23.83' LT
16+70.51
28.12' LT
16+70.51
27.97' LT
17+29.52
29.28' RT
17+89.32
24.28' RT
17+89.33
PCC SIDEWALK, 6 INCH
BRICK SIDEWALK REMOVAL
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
PCC SIDEWALK, 6 INCH
BRICK SIDEWALK REMOVAL
TO REMAIN IN PLACE
EX CONCRETE STEPS
END PROJECT
5'
4' 4'
R 5
R
508 E ELM ST
506 E ELM ST
504 1/2 E ELM ST
505 E ELM ST
201 S GROVE ST
604 E ELM ST
202 S GROVE ST
TO REMAIN IN PLACE
EX CONCRETE STEPS
TO REMAIN IN PLACE
EX CONCRETE STEPS
REMAIN IN PLACE
EX BRICK SIDEWALK TO
CCC&G TY. B-6.18
CCC&G TY. B-6.18
0 10
SCALE IN FEET
20 30
1"=10' 3
M A
T C
H L
IN
E
S
T A
.0
PLAN - GROVE STREET AND ELM STREET
URBANA SIDEWALK IMPROVEMENTS
CONSTRUCTION DETAILS
3 OF 5 FOR ADDITIONAL
22 10
POT Sta 30+00.00
PI St a 30+
60.00
POT S
ta
+10
.00
P I
S ta
.3
P I
S ta
.3
P O
T
S ta
.0
G V
B M
¡ SOUTH URBANA AVENUE
E X
R
O W
E X
R
O W
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
EX ROW
EX ROW
E X
R
O W
EX ROW
EX ROW
P E
.3
P E
.8
P E
.3
6 INCH
PCC SIDEWALK,
48.00' LT
23+34.20
48.00' LT
23+28.00
28.48' LT
23+28.00
E
A
IN
S
T R
E E
T
STA 30+60.00 (EAST MAIN STREET)
STA 23+72.64 (SOUTH URBANA AVENUE)
END PROJECT
NEW TY 3F&G
ADJUSTED WITH
INLET TO BE
P E
.7
R
5'
R
105 S URBANA AVE
103 S URBANA AVE 307 E MAIN ST
401 E MAIN ST
106 S URBANA AVE
TREE ROOT TO BE PRUNEDTREE ROOT TO BE PRUNED
5'
'R
14'
5'R
.3
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
20.0000 ' / in.=PLOT SCALE
6/17/2026=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
U R
B A
N A -E
L M
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
1"=10'
0 10
SCALE IN FEET
20 30
PLAN - URBANA AVENUE
URBANA SIDEWALK IMPROVEMENTS
CONSTRUCTION DETAILS
4 OF 5 FOR ADDITIONAL
SEE CURB RAMP DETAIL SHEET
OF URBANA STREET PLANS
SEE ELM STREET PLAN SHEET 1 FOR CONTINUATION
22 11
PI Sta 51+77.73
POT Sta 52+97.88
P O
T
S ta
.0
40+00
P O
T
S ta
.0
WV
BM
E X
R
O W
E X
R
O W
E X
R
O W
E X
R
O W
EX ROW
EX ROW
¡ EAST ELM STREET
S
O U
H
B B
E R
S
T R
E E
T
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
6 INCH
PCC SIDEWALK,
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
TRANSITION
PROPOSED SIDEWALK
EX PCC SIDEWALK
EX PCC SIDEWALK
EX PCC SIDEWALK
STA. 41+10.00 (E ELM ST) =
STA. 52+20.00 (S WEBBER ST)
EX HYDRANT DND
BEGIN PROJECT
END PROJECT
R
18'R
2' R
5'
R
R
5'
R
5'
5'
CCC&G TY. B-6.18
CCC&G TY. B-6.18
CCC&G TY. B-6.18
CCC&G TY. B-6.18
EX PCC SIDEWALK
EX PCC SIDEWALK
708 E ELM ST
711 E ELM ST707 E ELM ST
108 S WEBBER ST
R
FILL WITH PCC
FILL WITH PCC
FILL WITH PCC
FILL WITH PCC
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
20.0000 ' / in.=PLOT SCALE
6/17/2026=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
W E
B B
E R
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
1"=10'
0 10
SCALE IN FEET
20 30
PLAN - SOUTH WEBBER STREET
URBANA SIDEWALK IMPROVEMENTS
CONSTRUCTION DETAILS
5 OF 5 FOR ADDITIONAL
22 12
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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 ELM ST
S U
R B
A N
A A
V E
.5
1.4%
1.4%
.5
7.8%
.5
.3
1.5%
.5
.5
4.3%
.1
1.5%
.5
.6
.9
1.34%
4.9%
1.5%
1.5%
7.5%
.0
.0
.5
1.26%
2.34%0 .8
1.7%
1.5%
.3
11' 10'
5'
4.3'
5' 5'
5'
11.5'
10'
.8
.7
14.35'
5'
.0
13.61' RT
11+98.96
33.50' RT
11+94.00
36.93' RT
11+94.81 37.02' RT
11+99.11
11.35' LT
11+40.65
11.38' LT
11+45.61
16.10' LT
11+45.64
16.04' LT
11+30.71
15.77' LT
11+26.59
11.42' LT
11+26.36
10.84' LT
11+26.35
9.34' LT
11+26.35
23.92' LT
11+45.68
28.92' LT
11+40.71
28.92' LT
11+45.71
28.91' LT
11+57.21
23.88' LT
11+57.22
23.92' LT
11+40.70
28.90' LT
12+04.97
16.07' LT
11+40.63
13.62' RT
11+93.96
29.28' RT
11+93.99
29.27' RT
11+98.99
.7
24.00' RT
11+93.98
.3
28.90' LT
11+94.96
28.90' LT
11+99.96
12.74' LT
11+99.99
23.90' LT
11+99.97
23.90' LT
11+94.97
12.82' LT
11+94.99
24.00' RT
11+99.05
29.29' RT
11+82.94
24.00' RT
11+83.03
12'
.2
.2
22'
30.69' LT
11+82.42
28.91' LT
11+83.00
23.91' LT
11+82.97
32.10' LT
11+80.93
23.90' LT
12+04.97
.9
.7
.3
24.75' RT
12+14.03
1.13%
1.11%
.5
32.92' RT
11+80.87
32.91' RT
11+82.37
11.51' RT
12+00.45
13.00' RT
12+00.46
29.91' LT
11+57.82
29.92' LT
11+59.29
12.10' LT
12+01.48
10.69' LT
12+01.47
24.00' RT
12+09.03
28.58' RT
12+14.06
29.01' RT
12+09.06
33.46' RT
11+99.09
BM
0 5
10 15
SOUTH URBANA AVENUE AND EAST ELM STREET
1"=5' 1 5
CURB RAMP DETAIL 22 13
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
1.5%
.5
8.0%
.2
1.54%
.0
.0
1.50%
.3
% 8.2%
.4
E ELM ST
S M
A P
L E S
T
5'9'
9.15'
.8
.5
.5
35.99' LT
15+21.33
40.86' LT
15+21.31
40.95' LT
15+17.32
35.97' LT
15+16.33
30.33' LT
15+21.35
.7
.3
23.00' LT
15+16.31
23.00' LT
15+07.40
13.25' LT
15+16.31
12.69' LT
15+21.31
13.84' RT
15+16.75
24.00' RT
15+21.76
29.00' RT
15+21.77
29.00' RT
15+16.77
9.6'
.1
.6
5.69%
7.84%
7.36%
.8
1.5% 1.5%
.2
1.5%
.7
.2
4.53'
23.00' LT
15+21.31
28.00' LT
15+16.31
28.00' LT
15+21.37
30.24' LT
15+16.31
28.24' LT
15+36.84
28.00' LT
15+07.15
28.02' LT
15+25.84
5'
23.74' LT
15+36.84
5.5'
.5
STEP DETAIL
SEE CONCRETE
2.81'
8.18%
7.48%
.2
8.0%
.0
0.86%
.1
23.00' LT
15+31.34
23.00' LT
15+25.84
28.00' LT
15+31.34
22.65'
.2
' 1
.2
9.36'
24.00' RT
15+16.76
24.00' RT
15+07.40
44.29' RT
15+16.80
29.00' RT
15+44.42
24.00' RT
15+44.42
13.41' RT
15+21.74
11.34' RT
15+22.76
12.84' RT
15+22.75
29.00' RT
15+07.22
30.53' RT
15+05.16
30.51' RT
15+06.66
44.26' RT
15+21.80
29.50' LT
15+06.58
29.52' LT
15+05.08
10.60' LT
15+22.30
12.10' LT
15+22.31
15+00
New
Feature
New
Feature
New
Feature
New
Feature
BM
0 5
SCALE IN FEET
10 15
SOUTH MAPLE STREET AND EAST ELM STREET
1"=5' 2 5
CURB RAMP DETAIL 22 14
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/18/2026=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
12.46' LT
18+06.21
23.00' LT
18+01.21 23.00' LT
18+16.72
28.00' LT
18+16.76
28.00' LT
18+01.21
28.00' LT
18+06.21
49.00' RT
18+04.80
29.00' RT
17+99.80
24.00' RT
17+99.80
13.75' RT
18+04.80
5'
.0
5'
49.00' RT
17+99.80
38.00' LT
18+06.21
43.00' LT
18+04.94
43.00' LT
18+01.21
.3
.5
.6
10.5'
10.6'
.2
3.7'
1.5%
.5
.0
.7
7.84%
7.36%
.3
.5
7.93%
1.5%
.5
.2
.2
0.67%
0.81%
.3
E ELM ST
S G
R O
V E S
T
1.5%
1.5%
6.74'
29.94' RT
18+09.80
24.94' RT
18+16.40
29.98' RT
18+16.49
24.94' RT
18+09.80
7.53%7.53%
7.93%
.9
.6
%5
.5
1.5%
1.5%
6.27%
.6
12.44' LT
18+01.21
38.00' LT
18+01.23
33.00' LT
18+01.21
33.00' LT
18+06.21
23.58' LT
17+96.21
28.02' LT
17+96.21
23.00' LT
18+06.21
30.49' RT
18+16.98
30.44' RT
18+18.56
13.75' RT
17+99.80
11.76' RT
17+98.29
13.26' RT
17+98.30
11.84' LT
17+99.71
10.36' LT
17+99.72
29.50' LT
18+17.35
29.49' LT
18+18.85
14'
24.00' RT
17+85.80
29.00' RT
17+85.80
4.95'
29.94' RT
18+04.80
24.94' RT
18+04.80
New
Feature
WV
WV
0 5
SCALE IN FEET
10 15
1"=5' 3 5
CURB RAMP DETAIL
SOUTH GROVE STREET AND EAST ELM STREET
22 15
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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 U
R B
A N
A A
V E
E MAIN
ST
1.50
1.50
.5
35.44' RT
23+48.79
34.50' RT
23+53.70
8.1 9%
5'
27.93' LT
23+26.66
22.93' LT
23+26.61
27.82' LT
23+36.66
27.76' LT
23+41.76 22.75' LT
23+42.72
17.44' LT
23+46.39
18.75' LT
23+43.49
16.91' LT
23+38.75
12.85' LT
23+36.57
15.86' LT
23+35.9922.80' LT
23+37.62
15.30' RT
23+44.93
16.50' RT
23+50.25
5.39
.5
.2
15.
7'
.9
8.3 3%
1' STUB
8.0%
.7
.6
16.62' RT
23+52.04
15.27' RT
23+52.69
13.13' RT
23+40.01
14.63' RT
23+40.00
3.50
.5
.5
29.77' RT
23+52.79
30.71' RT
23+47.88
25.79' RT
23+46.94
17.76' RT
23+51.00
24.84' RT
23+51.85
4.82
5.01
8.5'
4.82
5.01
10.6 8'
4.07
5.1'
6'
42.82' LT
23+37.39
42.87' LT
23+32.30
30+00
10 15
SOUTH URBANA AVENUE AND EAST MAIN STREET
1"=5' 4 5
CURB RAMP DETAIL 22 16
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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 WEBBER ST
E E
L M S
T
1.5%
.0
4.9%
4.0%
1.19%
.0
.5
.5
.8
.1
5.4% 1.5%
2.5%
5.75%
.5
0.55%1.91% 2.69%
.0
0.57%
.7
0.39%
0.9%
0.35% 3.15%
.0
0.35%
.0
.5
1.3%
0.35%
.5
7.25'
.7
4.8'
11.3'
5'
.5
9.52'
.6
14.56'
.4
15'
20'
.2
.6
.8
5'
4.8'
.8
5'
3.87'
5'
.7
5'
42.36' LT
51+98.44
42.40' LT
51+94.57
37.41' LT
51+93.53
29.75' LT
51+98.68
14.40' LT
51+98.98
25.83' LT
52+54.27
25.92' LT
52+58.81
25.80' LT
52+63.81
21.02' LT
52+63.93
23.68' RT
52+40.20
23.50' RT
52+55.17
24.17' RT
52+04.78
24.65' RT
51+84.79
19.25' LT
51+98.89
24.25' LT
51+98.79
.9
.5
0.
4%
.2
.5
24.39' LT
52+05.90
25.42' LT
52+33.05
20.74' LT
52+49.37
11.12' LT
52+49.5612.14' LT
52+44.54
20.64' LT
52+44.37
19.96' LT
52+35.14
25.74' LT
52+49.27
25.64' LT
52+44.27
30.64' LT
52+44.18
35.75' LT
52+44.08
40.75' LT
52+44.18
40.76' LT
52+48.98
30.74' LT
52+49.18
18.66' RT
52+55.17
18.56' RT
52+50.17
11.08' RT
52+50.00
11.08' RT
52+45.00
18.62' RT
52+45.17
18.87' RT
52+40.17
19.41' RT
51+94.67
11.08' RT
51+94.49
19.29' RT
51+99.67
11.08' RT
51+99.52
19.42' RT
52+04.67
19.69' RT
51+84.67
11.93' LT
51+94.03
19.16' LT
51+93.89
24.15' LT
51+93.79
29.65' LT
51+93.68
9.40' LT
51+92.58
10.87' LT
51+92.28
25.94' LT
52+08.35
26.17' LT
52+06.87
27.03' LT
52+32.21
26.88' LT
52+30.72
10 15
SOUTH WEBBER STREET AND EAST ELM STREET
CURB RAMP DETAIL
1"=5' 5
22 17
CITY OF URBANA RIGHT-OF-WAY STANDARD DRAWINGS
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
ENTRANCE DETAILS
NTS 1 ENT DET
22 18
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.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
NTS 2 ENT DET2
22 19
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.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
NTS 3
22 20
EX PCC SIDEWALK
PR PCC SIDEWALK
11" TYPICAL
BAR SIZE SHAPE LENGTH NUMBER
REINFORCEMENT FOR CONCRETE STEPS
TOTAL
BAR "E"
BAR "F"
2' - 6"
2' - 10"
IN
6" MIN
2" MIN
#4 E BARS @ 12" CTRS
#4 F BARS @ 6" CTRS
PCC STEPS DETAIL
.5
T
Y P
IC
L
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
NTS 1 1
CONCRETE STEP DETAIL 22 21
DETAIL SID-01
STANDARD DRAWINGS
RIGHT-OF-WAY
CITY OF URBANA
SHEET
NO.RTE.
CONTRACT NO.
Alex.Huelskamp=USER NAME
10.0000 ' / in.=PLOT SCALE
6/17/2026=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
E
N
A M
E
M O
D E
L
: CHAMPAIGNCITY OF URBANA, ILLINOIS 25-00701-02-SW
PHONE: 618.667.1400
NTS 1 1
BRICK SIDEWALK DETAIL 22 22
| Untitled-001 |
| Untitled-002 |
| BidPackage_3_2026_02_13-017 |
| BidPackage_3_2026_02_13-016 |
| Untitled-004 |
| BidPackage_3_2026_02_13-010 |
| Untitled-007 |
| BidPackage_3_2026_02_13-012 |
| BidPackage_3_2026_02_13-013 |
| BidPackage_3_2026_02_13-014 |
| BidPackage_3_2026_02_13-015 |
| BidPackage_3_2026_02_13-016 |
| BidPackage_3_2026_04_30-022 |
| BidPackage_3_2026_04_30-023 |
| BidPackage_3_2026_04_30-024 |
| BidPackage_3_2026_04_30-021 |
| BidPackage_3_2026_04_30-025 |
| BidPackage_3_2026_02_13-017 |
| BidPackage_3_2026_02_13-018 |
| BidPackage_3_2026_02_13-019 |
| BidPackage_3_2026_04_23-021 |
| BidPackage_3_2026_04_30-022 |
| Untitled-001 |
| Untitled-002 |
| BidPackage_3_2026_02_13-017 |
| BidPackage_3_2026_02_13-016 |
| Untitled-004 |
| BidPackage_3_2026_02_13-010 |
| Untitled-007 |
| BidPackage_3_2026_02_13-012 |
| BidPackage_3_2026_02_13-013 |
| BidPackage_3_2026_02_13-014 |
| BidPackage_3_2026_02_13-015 |
| BidPackage_3_2026_02_13-016 |
| BidPackage_3_2026_04_30-022 |
| BidPackage_3_2026_04_30-023 |
| BidPackage_3_2026_04_30-024 |
| BidPackage_3_2026_04_30-021 |
| BidPackage_3_2026_04_30-025 |
| BidPackage_3_2026_02_13-017 |
| BidPackage_3_2026_02_13-018 |
| BidPackage_3_2026_02_13-019 |
| BidPackage_3_2026_04_23-021 |
| BidPackage_3_2026_04_30-022 |
File details come from the government source that posted it. Updated .