23-00669-00-PV_Plans.pdf

PDF 21 MB Posted Oct 24, 2025

Attached to: Country Club Road and Perkins Road Improvements, Section 23-00669-00-PV
Solicitation number: FY2026-ITB-156
Issued by: Champaign County, Illinois

About this file

Written by GovTribe AI · Oct 28, 2025

This document is a comprehensive set of construction engineering plans and specifications for the Country Club Road and Perkins Road Improvements project, prepared by the City of Urbana Public Works Department in Champaign County, Illinois. The project involves roadway reconstruction and improvements along approximately 0.41 miles of Country Club Road and Perkins Road, including pavement resurfacing, drainage improvements, sidewalk and shared-use path construction, utility relocations, lighting upgrades, and associated infrastructure work. The project will be funded through TIF 4 and CR&I funds, with a planned construction period starting in late 2024. The proposed improvements include new Portland cement concrete pavement, hot-mix asphalt surfaces, curb and gutter replacements, storm sewer modifications, and the installation of eight new light poles with LED luminaires.

The project involves comprehensive roadway modifications with specific technical requirements, including 2" HMA surface course, 7" jointed concrete pavement, and 4" stabilized subbase. The total project quantities include significant earthwork (527 cubic yards of excavation), tree removals (268 trees), sodding (2,583 square yards), and various pavement and infrastructure components. The design incorporates detailed drainage improvements, utility coordination, and ADA-compliant sidewalk and shared-use path installations. Traffic control and detour plans have been developed to minimize disruption, with alternative routes established using Cunningham Avenue, Kerr Avenue, N. Broadway Avenue, and N. Eastern Avenue. The project also includes erosion control measures, utility protection, and coordination with multiple local utility providers to ensure minimal service interruption during construction.

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Other files

File	Type	Posted
Country_Club_Road_and_Perkins_Road_Improvements,_Section_23-00669-00-PV_(Addendum_#1_Revision).pdf	PDF	Oct 31, 2025
23-00669-00-PV_Plans_Addendum_#1.pdf	PDF	Oct 31, 2025
23-00669-00-PV_Specifications_Addendum_#1.pdf	PDF	Oct 30, 2025
Country_Club_Road_and_Perkins_Road_Improvements,_Section_23-00669-00-PV.pdf	PDF	Oct 24, 2025
23-00669-00-PV_Specifications.pdf	PDF	Oct 24, 2025
23-00669-00-PV_BLR_12200.pdf	PDF	Oct 24, 2025
23-00669-00-PV_BLR12325.pdf	PDF	Oct 24, 2025
23-00669-00-PV_BLR_12230.pdf	PDF	Oct 24, 2025

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PAVEMENT MARKING AND MARKERS (RURAL & URBAN APPLICATIONS)7800AAAA

TRAFFIC CONTROL & PROTECTION DEVICES (ROAD & SIDE ROAD CLOSURES)70200000

DRIVEWAY PAVEMENT (PCC) (NON & COMMERCIAL URBAN)42300AAA

INTERSECTING SIDE STREETS (URBAN)4200030A

TITLESTANDARD NUMBER

QC/QAQC/QAQUALITY MANAGEMENT PROGRAM

112 LB/SQ YD/IN112 LB/SQ YD/INMIXTURE WEIGHT:

IL 9.5 IL 9.5 FG

(GRADATION MIXTURE)

MIXTURE COMPOSITION:

4.0% @ Ndes=504.0% @ Ndes=50DESIGN AIR VOIDS:

PG 64-22PG 64-22PG:

SURFACE COURSEBINDER COURSEMIXTURE USE(S):

RESURFACING & RECONSTRUCTIONRESURFACINGLOCATIONS

THE FOLLOWING MIXTURE REQUIREMENTS ARE APPLICABLE FOR THIS PROJECT:

BITUMINOUS MIXTURE REQUIREMENTS

ADA DETECTABLE WARNING RAMP PLAN SECTIONSSID-03

ADA DETECTABLE WARNING RAMP PLANSID-02

PIPE TO MANHOLE CONNECTIONSSEW-05

MANHOLE FRAME AND LID ADJUSTMENTPAV-06

TRANSVERE CONTRACTION & EXPANSION JOINT REINFORCEMENTPAV-04

RADIUS PCC DRIVEWAY APPROACH INSTALLATIONDRWY-02

DRIVEWAY INTALLATION GENERAL NOTESDRWY-01

TITLESTANDARD NUMBER

MANHOLE WITH RESTRICTOR PLATEBD600-04

TRAFFIC CONTROL DEVICES701901-11

SIDEWALK, CORNER OR CROSSWALK CLOSURE701801-06

CORRUGATED PC CONRETE MEDIANS606306-04

OUTLETS FOR CONCRETE CURB AND GUTTER TYPE B-6606006-04

CURB AND GUTTER

CONCRETE CURB TYPE B AND COMBINATION CONCRETE606001-09

GRATE TYPE 8604036-03

FRAME AND GRATE TYPE 3604006-05

FRAME AND LIDS TYPE 1604001-05

PRECAST MANHOLE TYPE A 6' DIA602406-11

PRECAST MANHOLE TYPE A 4' DIA602401-07

INLET - TYPE B602306-03

INLET - TYPE A602301-04

CLASS C AND D PATCHES442201-03

PERPENDICULAR CURB RAMPS FOR SIDEWALKS424001-12

STANDARD SYMBOLS, ABBREVIATIONS, AND PATTERNS000001-09

TITLESTANDARD NUMBER

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

SCALE:

D o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

CITY SECTION

23-00669-00-PV

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025

GENERAL NOTES

PROVISIONS" AS PREPARED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION AND ADOPTED ON JANUARY 1, 2025.

"STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ADOPTED ON JANUARY 1, 2022 AND "SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL

2. WHEREVER IN THE PLANS OR SPECIFICATIONS THE TERM "STANDARD SPECIFICATIONS" IS USED, IT SHALL BE UNDERSTOOD BY THE CONTRACTOR TO MEAN THE

1. ALL ELEVATIONS SHOWN ARE REFERRED TO THE N.A.V.D. 88 DATUM.

MATERIAL, PAVEMENT REMOVAL, CURB AND GUTTER REMOVAL, DRIVEWAY PAVEMENT REMOVAL AND SIDEWALK REMOVAL.

EMBANKMENTS. THE REMAINING EXCAVATION IS CLASSIFIED AS REMOVAL AND DISPOSAL OF UNSUITABLE

UNCLASSIFIED MATERIALS, AND THE TRANSPORTATION AND PLACEMENT OF SUITABLE MATERIALS IN

OF THE STANDARD SPECIFICATIONS. THE EARTH EXCAVATION SHALL INCLUDE THE REMOVAL OF EARTH AND

5. THE EXCAVATION FOR THIS PROJECT IS CLASSIFIED AS EARTH EXCAVATION IN ACCORDANCE WITH SECTION 202

DEEMED SUITABLE FOR SAVING BY THE ENGINEER SHALL BE PROTECTED DURING CLEARING AND SUBSEQUENT CONSTRUCTION OPERATIONS.

8. TREES THAT INTERFERE WITH THE CONSTRUCTION OPERATIONS SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. ANY TREE DUE TO ITS LOCATION AND

THE DEPARTMENT AS SHOWN ON THE HIGHWAY STANDARDS AND LEGEND.

3. ANY REFERENCE TO STANDARDS THROUGHOUT THE PLANS SHALL BE INTERPRETED TO BE THE LATEST STANDARDS OF

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING FIELD CONDITIONS BEFORE BIDDING ON THE PROJECT.

6. THE CONTRACTOR WILL BE REQUIRED TO COMPLY WITH STATE REGULATIONS REGARDING AIR, WATER, AND NOISE POLLUTION.

7. ALL STREET RETURNS HAVE RADII DESIGNATED TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED ON THE PLANS.

"COOPERATION WITH UTILITIES" AND ARTICLES 105.07 AND 107.39 OF THE STANDARD SPECIFICATIONS.

OR ADJUSTMENTS REQUIRED FOR THE PROPOSED CONSTRUCTION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE SPECIAL PROVISION ENTITLED

FOR EXCAVATING. SEE "STATUS OF UTILITIES" SHEET WITHIN THE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION REGARDING KNOWN UTILITY RELOCATIONS

PROTECT SAME. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR AVOIDING CONFLICTS BETWEEN OVERHEAD UTILITY LINES AND THE EQUIPMENT USED

ORIGINAL LOCATION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTO TO DETERMINE THEIR EXACT LOCATION AT THE TIME OF CONSTRUCTION AND TO

REGARDING THE RELOCATED POSITIONS OF UTILITIES WITHIN THE PROJECT LIMITS. WHETHER VARIOUS UTILITIES HAVE BEEN RELOCATED OR REMAIN IN THEIR

UNDER THIS CONTRACT. BEFORE COMMENCING CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER ANY AVAILABLE INFORMATION

CONSTRUCTION. THE CONTRACTOR IS ADVISED THAT SOME UTILITY COMPANIES MAY HAVE RELOCATED THEIR FACILITIES PRIOR TO THE START OF CONSTRUCTION

IN THE PLANS AND PROFILES ARE APPROXIMATE AND REPRESENT LOCATIONS PRIOR TO ANY UTILITY RELOCATIONS REQUIRED TO ACCOMMODATE THE PROPOSED

APPROXIMATE. NO RESPONSIBILITY IS ACCEPTED FOR THE LOCATIONS AS SHOWN OR THAT ALL UTILITY FACILITIES ARE SHOWN. UTILITY LOCATIONS SHOWN

UTILITY LOCATIONS WERE PLOTTED FROM INFORMATION FURNISHED BY THE VARIOUS UTILITY COMPANIES AND THEIR ACCURACY SHOULD BE CONSIDERED 1.

REQUIREMENTS OR FOR DELAYS IN THE PROJECT WILL NOT BE CONSIDERED FOR PAYMENT, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

IMMEDIATELY IF THE UTILITY OWNERS ARE NOT RESPONSIVE TO PERFORMING THEIR WORK IN A TIMELY MANNER. ANY ASSOCIATED COSTS FOR THESE

MAKING ANY NECESSARY ADJUSTMENTS OR RELOCATIONS, AND BACK FILLING THEIR EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER

GUTTERS WITHIN THE STAGE CONSTRUCTION LIMITS TO ALLOW ACCESS TO THE UTILITIES. THE UTILITY COMPANIES WILL BE RESPONSIBLE FOR EXCAVATING, OR RELOCATIONS DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING PAVEMENTS, SIDEWALKS, AND CURBS AND

WHILE THEY PERFORM THEIR WORK IN ACCORDANCE WITH ARTICLE 107.39 OF THE STANDARD SPECIFICATIONS. FOR UNDERGROUND UTILITY ADJUSTMENTS

THE ROADWAY IMPROVEMENTS. THE CONTRACTO SHALL BE RESPONSIBLE FOR COORDINATING AND COOPERATING WITH THE UTILITY OWNERS

PRIVATE UTILITY COMPANIES WILL BE MAKING ADJUSTMENTS OR RELOCATIONS TO THEIR FACILITIES DURING CONSTRUCTION OF 2.

UTILITY NOTES

10. SODDING SHALL BE PUT IN PLACE WHERE ANY EARTH HAS BEEN DISTURBED WITHIN THE EROSION CONTROL AND CONSTRUCTION LIMITS.

COMPENSATION WILL BE ALLOWED.

THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCLUDED IN THE VARIOUS REMOVAL PAY ITEMS AND NO ADDITIONAL

SPECIFICATIONS.

OF THE EXISTING CONCRETE AND DISPOSED OF OUTSIDE THE LIMITS OF THE RIGHT-OF-WAY IN ACCORDANCE WITH ARTICLE 202.03 OF THE STANDARD

UNSUITABLE TO BE INCORPORATED INTO THE PROPOSED CONSTRUCTION DUE TO EXCESSIVE RUSTING OR DISTRESS SHALL BE REMOVED FLUSH WITH THE FACE

SUITABLE FOR REUSE SHALL BE CLEANED, STRAIGHTENED AND INCORPORATED INTO THE NEW CONSTRUCTION. ANY EXISTING TIE BARS THAT ARE FOUND

THE EXISTING TIE BARS BETWEEN THE EXISTING PAVEMENT AND EXISTING MEDIANS, GUTTERS AND/OR COMBINATION CURB AND GUTTERS THAT ARE FOUND9.

HIGHWAY STANDARDS

DISTRICT 5 STANDARDS

CONSTRUCT HMA MILL AND OVERLAY AND REMAINING WORK WHILE MAINTAINING TRAFFIC.3.

TRANSVERSE CONSTRUCTION JOINT NEAR CENTER OF ENTRANCES.

PROVIDE TEMPORARY ACCESS TO ENTRANCES WITHIN CLOSURE BY STAGING CONSTRUCTION, BUILDING THE PAVEMENT WITH A

CONSTRUCT STORM SEWER AND PAVEMENT RECONSTRUCTION, EXCEPT THE SURFACE COURSE. ROAD CLOSURE AT LIMITS OF RECONSTRUCTION. 2.

END OF CORRUGATED MEDIAN.

CONSTRUCT SIDEWALK, DRIVEWAY, AND MEDIAN IMPROVEMENTS WIHTIN RESURFACING LIMITS. ROAD CLOSURE FROM EAST OF WILLOW ROAD TO EAST 1.

SUGGESTED SEQUENCE OF CONSTRUCTION NOTES:

CITY OF URBANA STANDARDS

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

CMW

GENERAL NOTES

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

SUMMARY OF QUANTITIES

CMW

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

SUMMARY OF QUANTITIES

CMW

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

SUMMARY OF QUANTITIES

CMW

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

SUMMARY OF QUANTITIES

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

CMW

SUMMARY OF QUANTITIES

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 1"=10'

EXISTING TYPICAL SECTION I

E. COUNTRY CLUB ROAD

STA. 33+94.65 TO STA. 37+16.77

CURB BEGINS AT STA. 34+04.34

2.0%

LANE

2.0%

29'-40.5'30.5'-31'

L EX COUNTRY CLUB RDC

59.5' - 71.5'

E X

R O

E X

R O

STA. 35+35.43 TO STA. 37+16.77

11'-12.5'11'-12.5'

SIDEWALK BEGINS STA 34+77.58

EXISTING HMA PAVEMENT, 6" TO 7"

EXISTING CHIP SEAL, VARIES 0.5" to 3.0"

EXISTING HMA PAVEMENT, 2.5"

EXISTING SAND AND GRAVEL SUBBASE, VARIES 8" TO 9"

EXISTING CONCRETE, 8"

EXISTING CONCRETE CURB AND GUTTER, B-6.24

EXISTING AGGREGATE SUBBASE

EXISTING RAISED MEDIAN

EXISTING PCC SIDEWALK, 4"

EXISTING LEGEND

J HMA REMOVAL, 4.0"

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

EXISTING TYPICAL SECTIONS

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 1"=10' 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

EXISTING TYPICAL SECTION II

E. COUNTRY CLUB ROAD

STA. 37+16.77 TO STA. 39+42.83

LANE

1.4%1.4%

LANE

TURN LANE

LEFT

1.6%

TURN LANE

LEFT

1.2%1.4%

LANE

1.4%

H D FF ED G I

EG ED D F IFI H

16'

2'-5'

E X

R O

W E

X R

O W

SIDEWALK ENDS STA. 42+85.71 SIDEWALK ENDS STA. 42+87.22

EXISTING TYPICAL SECTION III

E. PERKINS ROAD

STA. 40+82.00 TO STA. 43+18.87

5' 5'12'-0' 13'-16'

50'-78'35'-68'

EX PERKINS RD�

85' (TYP.)

16' 13'-16'12' 5'2'-5'

50'-61'50'-42'

EX COUNTRY CLUB RD�

100'-103'

E X

R O

E X

R O

J J

STA 39+42.83 TO STA 40+82.00 (CUNNINGHAM AVENUE)

0'-3'

EXISTING HMA PAVEMENT, 6" TO 7"

EXISTING CHIP SEAL, VARIES 0.5" to 3.0"

EXISTING HMA PAVEMENT, 2.5"

EXISTING SAND AND GRAVEL SUBBASE, VARIES 8" TO 9"

EXISTING CONCRETE, 8"

EXISTING CONCRETE CURB AND GUTTER, B-6.24

EXISTING AGGREGATE SUBBASE

EXISTING RAISED MEDIAN

EXISTING PCC SIDEWALK, 4"

EXISTING LEGEND

J HMA REMOVAL, 4.0"

CW EXISTING TYPICAL SECTIONS

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 1"=10' 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

EXISTING TYPICAL SECTION V

E. PERKINS ROAD

STA. 45+43.89 TO STA. 49+91.93

EXISTING TYPICAL SECTION IV

E. PERKINS ROAD

STA. 43+18.87 TO STA. 45+43.89

LANE

2.0%2.0%

LANE

2.0%2.0%

F D E G F I

A C I

11'11'

23'-31'35'

L EX PERKINS RDC

58' - 66'

11'-17.5'11'-17.5'

24'-43.5'35' - 44.5'

L EX PERKINS RDC

58' - 84'

CURB ENDS AT STA. 44+99.29

E X

R O

E X

R O

E X

R O

E X

R O

STA 46+27.92 TO STA 49+91.93

*FULL DEPTH PAVEMENT REMOVAL FROM

EXISTING HMA PAVEMENT, 6" TO 7"

EXISTING CHIP SEAL, VARIES 0.5" to 3.0"

EXISTING HMA PAVEMENT, 2.5"

EXISTING SAND AND GRAVEL SUBBASE, VARIES 8" TO 9"

EXISTING CONCRETE, 8"

EXISTING CONCRETE CURB AND GUTTER, B-6.24

EXISTING AGGREGATE SUBBASE

EXISTING RAISED MEDIAN

EXISTING PCC SIDEWALK, 4"

EXISTING LEGEND

J HMA REMOVAL, 4.0"

EXISTING TYPICAL SECTIONS

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025

1:10

1"=10' 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

PROPOSED TYPICAL SECTION I

E. COUNTRY CLUB ROAD

STA. 33+94.65 TO STA. 37+16.77

2.0%

LANE

2.0%

PROPOSED TYPICAL SECTION II

E. COUNTRY CLUB ROAD

STA. 37+16.77 TO STA. 39+59.73

LANE

1.4%1.4%

LANE

TURN LANE

LEFT

1.6%

TURN LANE

LEFT

1.2%1.4%

LANE

1.4%

SIDEWALK ENDS STA. 36+45.45

12'-14'12'5'

40.5'31'

L PR COUNTRY CLUB RDC

71.5'

6 12 8

2 1 8

15.5'-16'

2'-5'

E X

R O

E X

R O

E X

R O

PROPOSED TYPICAL SECTION III

E. PERKINS ROAD

STA. 40+65.99 TO STA. 43+18.87

5' 12'-0' 13'-16.5'

8.0' to

6.5'

31'-39'53'-45'

84'

15'-16' 14'-16'0'-12' 8.00'

50'-61'51'-42'

100'-103'

E X

R O

E X

R O

E X

R O

SHARED USE PATH ENDS AT STA. 39+05.00

STA 39+42.75 TO STA 40+81.73 (CUNNINGHAM AVE.)

SHARED USE PATH START STA 34+89.94

SIDEWALK START STA. 35+93.25

11 11

EX COUNTRY CLUB RD�

2'-5'

0'-3'

EX PERKINS RD�

P R

R O

2.0%

8.00'

HMA SURFACE COURSE, 2"

PORTLAND CEMENT CONCRETE PAVEMENT, 7", JOINTED

CORRUGATED MEDIAN

COMBINATION CONCRETE CURB AND GUTTER, B-6.18

PCC SIDEWALK, 6"

PCC SHARED-USE PATH, 6"

PROPOSED LEGEND

AGGREGATE SUBGRADE, 6.0"10

TOPSOIL FURNISH AND PLACE11

STABILIZED SUBBASE, 4.0"9

HMA BINDER COURSE, 2"2

BITUMINOUS CONCRETE, 2"3

BIAXIAL GEOGRID12

CW PROPOSED TYPICAL SECTIONS

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025

1:10

9"AGGREGATE BASE, TYPE A=

7"PCC THICKNESS=

2"HMA THICKNESS=

MINIMUM STRUCURAL DESIGN REQUIREMENTS:

"POOR"SUBGRADE SUPPORT RATING:

HMA TF=1.48PCC SLAB TF=2.07

TRAFFIC FACTOR:

M=50%S=50%P=50%

PERCENT OF STRUCTURAL DESIGN TRAFFIC IN DESIGN LANE:

CLASS IIROAD/STREET CLASSIFICATION:

MU=5SU=7PV=88

YEAR 2024STRUCTURAL DESIGN TRAFFIC:

PERKINS ROAD

STRUCTURE PAVEMENT DESIGN INFORMATION

1"=10' 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

PROPOSED TYPICAL SECTION V

E. PERKINS ROAD

STA. 46+27.92 TO STA. 49+91.93

PROPOSED TYPICAL SECTION IV

E. PERKINS ROAD

STA 43+18.87 TO STA 46+27.92

LANE

2.0%2.0%

LANE

2.0%2.0%

1 5 8

4 8

11.2-13.5'11.2'-13.5'

23'-31'35'

L PR PERKINS RDC

58' - 66'

11'-17.5'11'-17.5'

24'-43.5'35' - 44.5'

L PR PERKINS RDC

58' - 84'

SHARED USE PATH STARTS STA. 43+23.10

NEW CURB STARTS AT STA. 44+56.27

8'-9'

E X

R O

E X

R O

W E X

R O

E X

R O

NORTH CURB STARTS AT STA. 46+02.14

5 5

SIDEWALK STARTS AT STA. 43+36.65

5'-6' 8'-9'

109 1

1:4

HMA SURFACE COURSE, 2"

PORTLAND CEMENT CONCRETE PAVEMENT, 7", JOINTED

CORRUGATED MEDIAN

COMBINATION CONCRETE CURB AND GUTTER, B-6.18

PCC SIDEWALK, 6"

PCC SHARED-USE PATH, 6"

PROPOSED LEGEND

AGGREGATE SUBGRADE, 6.0"10

TOPSOIL FURNISH AND PLACE11

STABILIZED SUBBASE, 4.0"9

HMA BINDER COURSE, 2"2

BITUMINOUS CONCRETE, 2"3

BIAXIAL GEOGRID12

PROPOSED TYPICAL SECTIONS

25.0%SHRINKAGE FACTOR

73.136.5109.6255.8134.9521.3ROADWAY SUBTOTAL

0.10.10.20.40.20.60.849+91.00TO49+90.38

9.74.514.220.018.538.551.449+90.38TO49+50.00

15.25.921.121.026.847.863.849+50.00TO49+00.00

6.12.38.414.28.522.730.349+00.00TO48+78.85

7.23.410.621.211.432.643.548+78.85TO48+50.00

5.83.39.155.810.266.088.148+50.00TO48+00.00

2.61.94.541.72.744.459.248+00.00TO47+66.09

2.82.04.813.54.518.024.047+66.09TO47+50.00

9.85.715.537.118.055.173.447+50.00TO47+00.00

9.74.914.626.521.247.763.647+00.00TO46+50.00

0.60.30.90.71.62.33.146+50.00TO46+47.00

3.52.25.73.711.315.020.146+47.00TO46+28.00

ROADWAY

18.341.359.6-126.9131.25.9SIDEWALK SUBTOTAL

2.40.93.31.20.01.21.639+70.00TO39+50.00

5.44.59.90.62.12.73.639+50.00TO39+00.00

3.18.111.2-10.811.10.30.439+00.00TO38+50.00

3.110.413.5-35.435.50.10.238+50.00TO38+00.00

3.012.015.0-57.857.80.00.138+00.00TO37+50.00

0.41.51.9-7.27.20.00.037+50.00TO37+45.00

0.93.94.8-17.517.50.00.0ADA RAMP AT WILLOW RD.

SIDEWALK

CU YDCU YDCU YDCU YDCU YDCU YDCU YDSTATIONTOSTATION

SHORTAGE (-)

WASTE(+)

BALANCE

TOPSOIL

TOPSOIL FILL, 4"DEPTH = 4"

STRIP

EXCAVATION

TOPSOIL

SHORTAGE (-)

WASTE (+) OR

BALANCE

EARTHWORK

EMBANKMENTSHRINKAGE

ADJUSTED FOR

EMBANKMENT

BE USED IN

EXCAVATION TO

EXCAVATION

EARTH

LOCATION

EARTHWORK CALCULATIONS

823169383527TOTAL

658110256521ROADWAY SUBTOTAL

165601276SIDEWALK SUBTOTAL

SQ YDCU YDCU YDCU YD

PLACE, 4"

FURNISH AND

TOPSOIL

PLACEMENT

EXCAVATION AND

TOPSOIL

EXCAVATION

FURNISHED

EXCAVATION

EARTH LOCATION

21101615211015052040080020200100PAY ITEM

EARTHWORK SCHEDULE

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

MRT

CMW

EARTHWORK SCHEDULE

592734568168245492558401192220365TOTALS

5927333641452454925571884922760TIF 4 SUBTOTALS

5927322231351284912035589227650+00.0044+00.0015

11411011701355132644+00.0040+00.0014

TIF 4 SECTION

0001204230002127012765CR+I SUBTOTALS

10756+00.0050+00.0015

487684583540+00.0038+00.0014

610231443693038+00.0032+00.0014

CR+I SECTION

SQ YDEACHFOOTSQ FTFOOTFOOTFOOTFOOTSQ YDSQ YDUNITUNITSTATIONTOSTATIONSHEET

GRUBBING

CLEARING AND

INLETS

REMOVING

REMOVAL 6"

STORM SEWER

REMOVAL

SIDEWALK

REMOVAL

GUTTER

CURB AND

COMBINATION

REMOVAL

GUTTER

CURB REMOVAL

REMOVAL

DRIVEWAY

REMOVAL, 4"

SURFACE

ASPHALT

HOT-MIX

REMOVAL

PAVEMENT

DIAMETER)

(OVER 15 UNITS

TREE REMOVAL

DIAMETER)

(6 TO 15 UNITS

TREE REMOVAL

X20105126050006055100200440006004400050044000400440003004400020044000165440001002010021020100110

LOCATION

REMOVAL SCHEDULE

104134135137864TOTALS

400078632TIF 4 SUBTOTALS

40WHITESTOP BAR40+93.3140+78.58

126WHITESOLID42+08.5540+84.03

168YELLOWSKIP-DASH49+91.9143+20.31

492YELLOWSOLID43+20.3140+76.42

16WHITESYMBOL42+03.0841+96.25

16WHITESYMBOL40+99.6240+92.79

EAST SECTION

6413413559232CR+I SUBTOTALS

46WHITESTOP BAR39+29.0639+17.16

18WHITESTOP BAR36+78.9436+61.28

134WHITESOLID37+17.3236+43.07

135WHITESOLID37+19.9236+41.20

81WHITESOLID39+27.5038+46.45

430YELLOWSOLID39+29.4637+16.76

81YELLOWSKIP-DASH37+16.7633+94.65

16WHITESYMBOL39+21.4039+14.55

16WHITESYMBOL38+65.1438+58.17

WEST SECTION

FOOTFOOTFOOTFOOTSQ FTCOLORTYPESTATIONTOSTATION

24"

- LINE

MARKING

PAVEMENT

THERMOPLASTIC

12"

- LINE

MARKING

PAVEMENT

THERMOPLASTIC

MARKING - LINE 6"

PAVEMENT

THERMOPLASTIC

MARKING - LINE 4"

PAINT PAVEMENT

SYMBOLS

LETTERS AND

MARKING -

PAVEMENT

THERMOPLASTIC

7800065078000600780004007800111078000100

LOCATION

PAVEMENT MARKING SCHEDULE

2,621 5 907 62 2,583 TOTAL

981 3 623 23 943 TIF 4 SUBTOTAL

1,640 2 284 39 1,640 CR+I SUBTOTAL

SQ YDEACHFOOTPOUNDSQ YDUNIT

2800110028000510280004002800025025200100PAY ITEM NO.

CONTROL BLANKET

TEMPORARY EROSION

INLET FILTER

BARRIER

PERIMETER EROSION

CONTROL SEEDING

TEMPORARY EROSION

SODDING

EROSION AND SEDIMENT CONTROL SCHEDULE

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

MRT

CMW

MRT

ROADWAY SCHEDULES

706.43705.13-706.13714.3320.10 RT53+43.05EX STMH 096-130

TYPE 1 FRAME, CLOSED LID

MANHOLES TO BE ADJUSTED WITH NEW

RESTRICTOR STRUCTURE706.50-707.00-714.9518.83 LT53+43.05STMH-096-129

1 FRAME, CLOSED LID

MANHOLES, TYPE A, 6'-DIAMETER, TYPE

-709.75712.00-717.7619.72 LT51+37.79STMH-096-128

1 FRAME, CLOSED LID

MANHOLES, TYPE A, 6'-DIAMETER, TYPE

718.16714.83715.13-722.0019.15 LT48+78.87STMH-048-127

1 FRAME, CLOSED LID

MANHOLES, TYPE A, 6'-DIAMETER, TYPE

718.35--718.22721.6514.58 LT48+78.87STCB-048-127A

GRATE

INLETS, TYPE B, TYPE 3 FRAME AND

GAS CONFLICT---720.00721.6513.96 RT48+78.87STCB-048-127B

GRATE

INLETS, TYPE A, TYPE 3 FRAME AND

718.50715.82715.83-721.3718.99 LT47+66.12STMH-048-126

1 FRAME, CLOSED LID

MANHOLES, TYPE A, 6'-DIAMETER, TYPE

718.85-718.62718.62721.3514.61 LT47+66.12STCB-048-126A

GRATE

INLETS, TYPE B, TYPE 3 FRAME AND

-718.65--721.4014.61 LT47+53.01STCB-048-126C

GRATE

INLETS, TYPE A, TYPE 3 FRAME AND

GAS CONFLICT--719.69719.69721.3514.18 RT47+66.12STCB-048-126B

GRATE

INLETS, TYPE A, TYPE 3 FRAME AND

GAS CONFLICT-719.72--721.4014.18 RT47+53.01STCB-048-126D

GRATE

INLETS, TYPE A, TYPE 3 FRAME AND

718.19718.19--721.1828.83 LT46+47.16STMH-048-125

1 FRAME, CLOSED LID

MANHOLES, TYPE A, 4'-DIAMETER, TYPE

--718.28-720.7828.83 LT47+00.00STCB-048-125AINLETS, TYPE A, TYPE 8 GRATE36

716.10716.14719.14718.14721.1419.65 LT46+47.16STMH-048-124

1 FRAME, CLOSED LID

MANHOLES, TYPE A, 6'-DIAMETER, TYPE

719.17-719.67719.34721.7012.67 LT46+40.40STMH-048-123

3 FRAME AND GRATE

MANHOLES, TYPE A, 4'-DIAMETER, TYPE

-719.72--721.8012.16 LT46+29.22STCB-048-123A

GRATE

INLETS, TYPE A, TYPE 3 FRAME AND

GAS CONFLICT-719.73--721.8111.89 RT46+29.22STCB-048-122A

GRATE

INLETS, TYPE A, TYPE 3 FRAME AND

GAS CONFLICT--719.68719.67721.7012.16 RT46+40.40STCB-048-122

GRATE

INLETS, TYPE A, TYPE 3 FRAME AND

--717.83716.53722.0020.78 RT46+47.16EX STMH-048-121B

TYPE 1 FRAME, CLOSED LID

MANHOLES TO BE ADJUSTED WITH NEW

SEWN

NOTESINVERT ELEVATIONRIM ELEVATIONOFFSETSTATIONSTRUCTURE NO.PAY ITEM NO.SHEET NO.

DRAINAGE STRUCTURES SCHEDULE

1251TOTAL988TOTAL

SANITARY SEWER CROSSING590.9%402420.10 RT53+43.05EX STMH 096-13018.83 LT53+43.05STMH-096-129STGV-2000-130 2 24"

STORM SEWERS, CLASS A, TYPE

WATERMAIN & GAS LINES CROSSING3021.3%2043618.83 LT53+43.05STMH-096-12919.72 LT51+37.79STMH-096-128STGV-2000-129

MAIN QUALITY PIPE, 36"

STORM SEWERS, TYPE 1, WATER

GAS LINES CROSSING3851.1%2603619.72 LT51+37.79STMH-096-12819.15 LT48+78.87STMH-048-127STGV-2000-128

MAIN QUALITY PIPE, 36"

STORM SEWERS, TYPE 1, WATER

21.2%51219.15 LT48+78.87STMH-048-12714.58 LT48+78.87STCB-048-127ASTLL-2000-127A

MAIN QUALITY PIPE, 12"

STORM SEWERS, TYPE 1, WATER

GAS LINE CROSSING215.7%291214.58 LT48+78.87STCB-048-127A13.96 RT48+78.87STCB-048-127BSTLL-2000-127B 1 12"

STORM SEWERS, CLASS A, TYPE

1660.6%1123619.15 LT48+78.87STMH-048-12718.99 LT47+66.12STMH-048-126STGV-2000-127

MAIN QUALITY PIPE, 36"

STORM SEWERS, TYPE 1, WATER

22.4%51218.99 LT47+66.12STMH-048-12614.61 LT47+66.12STCB-048-126ASTLL-2000-126A

MAIN QUALITY PIPE, 12"

STORM SEWERS, TYPE 1, WATER

60.2%131214.61 LT47+66.12STCB-048-126A14.61 LT47+53.01STCB-048-126CSTLL-2000-126C 1 12"

STORM SEWERS, CLASS A, TYPE

GAS LINE CROSSING132.9%291214.61 LT47+66.12STCB-048-126A14.18 RT47+66.12STCB-048-126BSTLL-2000-126B 1 12"

STORM SEWERS, CLASS A, TYPE

GAS LINE CROSSING60.2%131214.18 RT47+66.12STCB-048-126B14.18 RT47+53.01STCB-048-126DSTLL-2000-126D 1 12"

STORM SEWERS, CLASS A, TYPE

1760.3%1193618.99 LT47+66.12STMH-048-12619.65 LT46+47.16STMH-048-124STGV-2000-126

MAIN QUALITY PIPE, 36"

STORM SEWERS, TYPE 1, WATER

240.2%531228.83 LT46+47.16STMH-048-12528.83 LT47+00.00STCB-048-125ASTLL-2000-125A

MAIN QUALITY PIPE, 12"

STORM SEWERS, TYPE 1, WATER

WATERMAIN CROSSING40.6%91219.65 LT46+47.16STMH-048-12428.83 LT46+47.16STMH-048-125STGV-2000-125

MAIN QUALITY PIPE, 12"

STORM SEWERS, TYPE 1, WATER

42.0%101219.65 LT46+47.16STMH-048-12412.67 LT46+40.40STMH-048-123STGV-2000-124

MAIN QUALITY PIPE, 12"

STORM SEWERS, TYPE 1, WATER

50.5%111212.67 LT46+40.40STMH-048-12312.16 LT46+29.22STCB-048-123ASTLL-2000-123A

1 12"

STORM SEWERS, CLASS A, TYPE

112.0%251212.67 LT46+40.40STMH-048-12312.16 RT46+40.40STCB-048-122STLL-2000-122

1 12"

STORM SEWERS, CLASS A, TYPE

GAS LINE CROSSING50.5%111212.16 RT46+40.40STCB-048-12211.89 RT46+29.22STCB-048-122ASTLL-2000-122A 1 12"

STORM SEWERS, CLASS A, TYPE

GAS LINE CROSSING591.1%402419.65 LT46+47.16STMH-048-12420.78 RT46+47.16EX STMH-048-121BSTGV-2000-123 1 24"

STORM SEWERS, CLASS A, TYPE

CUBIC YARDFOOTINCH

NOTESCLSMSLOPEPIPE LENGTH (FT)PIPE SIZEOFFSETTO STATIONTO STRUCTUREOFFSETFROM STATIONFROM STRUCTUREPIPE NO.PAY ITEM NO.SHEET NO.

DRAINAGE PIPE SCHEDULE

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

MRH

CMW

DRAINAGE SCHEDULE

105 107 109 201

A T

C H

E S

T A

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 1"=30' 23+00.00

15+00 20+00

14 16 17 18 19 21 22

O T S

E COUNTRY CLUB RD

N B

R O

A D

W A

Y A

V E10

102+50.01 POT STA

STA. 102+50.01 (BROADWAY AVE.)=

STA. 16+82.10 (COUNTRYCLUB_PERKINS1)

VERTICAL BENCHMARKS NAVD'88 DATUM

BM #100 712.320 LARGE NAIL W/ YELLOW PLASTIC UP 12" IN SOUTH SIDE PWP W/ TAG #2596296 AT NORTH EDGE INT

BM #101 723.194 CHIS SQ ON TOP NE BOLT OF FIRE HYDRANT AT SW QUAD INT CC RD / POWELL DR

BM #102 723.603 TOP SE CORNER OF FIRST ELEVATED STEP FOR MIDDLE ENTRANCE TO APTS

BM #103 731.841 CHIS SQUARE ON WEST EDGE CONC BASE FOR TRAFFIC LIGHT POLE

BM #104 723.374 RR SPIKE UP 12" IN NORTH FACE JOINT POLE W/ TAG #2264513 ON SOUTH SIDE CC ROAD

BM #105 716.664 TOP THREADS AT END BOLT UP 12" IN SOUTH FACE JOINT POLE #552-14-15-16

CP# 1150

STA. 14+87.09

O/S. 11.79' RT.

CP#1151

STA. 18+74.72

O/S. 18.60' LT.

BM 100

N89°51'08"E S88°35'57"E S89°33'58"E

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

IAK

CMW

ALIGNMENT AND CONTROL POINTS

0 30 60

SCALE IN FEET

305 307

A T

C H

E S

T A . 3

A T

C H

E S

T A

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025

1"=30' 32+00.00

25+00

30+00

23 24

28 29

PR CURVE

PI STA = 24+91.91

Δ = 03°31'54" (RT)

D = 01°38'54"

R = 3,475.83'

T = 107.16'

L = 214.24

E = 1.65'

PC STA = 23+84.76

PT STA = 25+99.00

PR CURVE

PI STA = 28+02.92

Δ = 04°30'45" (LT)

D = 02°49'42"

R = 2,025.84'

T = 79.82'

L = 159.55'

E = 1.57'

PC STA = 27+23.10

PT STA = 28+82.65

P C

P I S

I S

EX ROW

Y L

T O

W N

S H

T O

W N

S H

Y L

CITY LIMITS

TOWNSHIP LIMITS

N D

N A

V E

H O

N O

R A

R Y D

R T

O M P

O W

110+00.00 POT STA

112+50.09

T STA

120+00.00 POT STA

122+50.09

T STA

STA. 122+50.09 (TOM POWELL HON. DR.)=

STA. 27+40.79 (COUNTRYCLUB_PERKINS1)STA. 112+50.09 (DIVISION AVE.)=

STA. 23+40.93 (COUNTRYCLUB_PERKINS1)

CP#1152

STA. 27+78.93

O/S. 32.98' RT.

BM 101

S85°04'03"E S89°34'48"E

S88°35'57"E

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

IAK

CMW ALIGNMENT AND CONTOL POINTS

23+00.00

A T

C H

E S

T A

A T

C H

E S

T A

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

1"=30' 41+00.00

35+00

40+0032

38 39

PR CURVE

PI STA = 37+99.77

Δ = 07°28'18" (RT)

D = 04°46'31"

R = 1,199.86'

T = 78.35'

L = 156.47

E = 2.56'

PC STA = 37+21.42

PT STA = 38+77.89

PR CURVE

PI STA = 36+36.60

Δ = 08°17'29" (LT)

D = 04°52'44"

R = 1,174.33'

T = 85.12'

L = 169.94'

E = 3.08'

PC STA = 35+51.48

PT STA = 37+21.42

C .4

P I S

EX ROW

EX EASEMENT

G O

L F

W D

N W

L O

W R

140+00.00 POT STA

142+50.00 POT STA

132+50.00 POT STA

STA. 140+00.02 (WILLOW RD.)=

STA. 36+76.65 (COUNTRYCLUB_PERKINS1)

STA. 130+00.00 (GOLFVIEW DR.)=

STA. 32+25.27 (COUNTRYCLUB_PERKINS1)

STA. 204+17.65 (CUNNINGHAM AVE.)=

STA. 40+19.10 (COUNTRYCLUB_PERKINS1)

CP#1014

STA. 39+01.44

O/S. 47.32' RT.

BM 102

BM 103

CP#1153

STA. 34+83.67

O/S. 54.70' RT.

N 2813761.698 E 271708.196

S89°34'48"E

N89°35'48"E

3.9

2°

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

IAK

CMW ALIGNMENT AND CONTROL POINTS

32+00.00

A T

C H

E S

T A

. 5

A T

C H

E S

T A

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

1"=30' 50+00.00

45+0041 42 43 44 46 47 48 49

J J

R O

C K

R O

C K

R O

C K

Y L

PR ROW

EX ROW

T O

W N

S H

PR ROW

EX ROW

CP#1155

STA. 41+73.29

O/S. 22.39' LT.

CP#1156

STA. 49+25.43

O/S. 20.95' LT.

BM 103

BM 104

N89°35'48"E

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

IAK

CMW

ALIGNMENT AND CONTROL POINTS

41+00.00

1101 1103 1105 1107 1509 1207 1209 1211

A T

C H

E S

T A

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

1"=30'

50+00 55+0051 52 53 54 56 57 58

O T

T O

W N

S H

C A

R R

O L

L A

V E

L O

S P

G C

L E

150+00.00 POT STA

151+48.30 POT STA

160+00.00 POT STA

161+52.46 POT STA

STA. 150+00.00 (SPRING CIRCLE)=

STA. 51+13.94 (COUNTRYCLUB_PERKINS1)

STA. 161+52.46 (CARROLL AVE.)=

STA. 53+25.03 (COUNTRYCLUB_PERKINS1)

CP#1157

STA. 53+44.61

O/S. 20.32' RT.

BM 105

N89°35'48"E N89°35'48"E N89°49'51"E

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

IAK

CMW

ALIGNMENT AND CONTROL POINTS

50+00.00

RELOCATE

ADJ

M A

T C

H L

T A

M A

T C

H L

T A

REL

M A

T C

H L

T A

CITY SECTION COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

23-00669-00-PV

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

PUBLIC WORKS DEPARTMENT

10/14/2024

T R

G \B u s in e s s \C li e n ts \C it y o f

U rb a n a \2

-0

M S

A F

-2

C A

D D

A D

S h e e ts

\A R

-B o rd e r.

d g n F

N A

M o u b le P la n

S h e e t

M O

D E

10/10/2025 32+00.00 44+00.00 1'=20"

TREE REMOVAL

HMA SURFACE REMOVAL

DRIVEWAY PAVEMENT REMOVAL

LEGEND

CORRUGATED MEDIAN REMOVAL

SIDEWALK REMOVAL

TREE PROTECTION

PAVEMENT REMOVAL

PIPE REMOVAL

CURB REMOVAL

GUTTER REMOVALTP

J J

PR ROW

EX ROW

PR ROW

6" 4" 9"

T P

E PERKINS RD

C U

N N

G H

A M A

E COUNTRY CLUB RD

40+00

41 42 43

EX ROW

O W

STA. 40+92.12

OFF. 25.46' LT.STA. 39+49.81

OFF. 16.89' LT.

STA. 39+20.36

OFF. 51.30' RT.

STA. 39+04.61

OFF. 59.82' RT.

STA. 40+66.32

OFF. 40.03' RT.

STA. 42+86.90

OFF. 48.88' RT.

STA. 43+45.85

OFF. 28.19' RT.

STA. 43+20.36

OFF. 42.38' RT.

STA. 42+76.32

OFF. 32.46' RT.

STA. 43+23.19

OFF. 33.34' RT.

STA. 43+30.39

OFF. 25.46' RT.

STA. 43+38.88

OFF. 23.56' RT.

STA. 43+46.48

OFF. 36.26' RT.

STA. 40+77.32

OFF. 52.85' RT.

STA. 42+87.63

OFF. 47.51' RT.

STA. 39+27.93

OFF. 3.18' RT.

STA. 43+18.78

OFF. 5.64' RT.

STA. 40+77.07

OFF. 12.54' RT.

EX ROW

EX EASEMENT

4" 5"

" 12

5" 8"

E COUNTRY CLUB RD

35+00

EX ROW

STA. 33+94.65

BEGIN HMA SURFACE REMOVAL

54.46' LT.OFF.

36+67.75STA.

51.70' LT.OFF.

36+95.80STA.

27.29' LT.OFF.

37+15.46STA.

21.79' LT.OFF.

37+26.09STA.

38.08' RT.OFF.

36+71.87STA.

24.08' LT.OFF.

36+45.45STA.

19.49' LT.OFF.

36+35.91STA.

1.64' RT.OFF.

37+16.76STA.

OFF. 37.50' RT.

STA. 34+98.28

OFF. 11.93' RT.

STA. 34+74.48

OFF. 12.28' RT.

STA. 35+37.19

OFF. 28.57' RT.

STA. 35+22.80

OFF. 36.57' RT.

STA. 35+23.01

OFF. 31.28' RT.

STA. 36+49.45

OFF. 39.26' RT.

STA. 36+48.89

COUNTRY CLUB ROAD AND PERKINS ROAD IMPROVEMENTSCOUNTRY CLUB ROAD AND PERKINS ROAD IMPROVEMENTS

1 2

MRT

REMOVAL PLAN

0 20

SCALE IN FEET

0 20

SCALE IN FEET

T C

H L

T A

ADJ

REM

REM AT ROW

ABANDON AND CAP

STA 46+27.92

BEGIN FULL DEPTH REMOVAL

END HMA SURFACE REMOVAL

STA 49+91.93

END FULL DEPTH REMOVAL

M A

T C

H L

S T

M A

T C

H L

S T

CLEARING AND GRUBBING

CITY SECTION COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

23-00669-00-PV

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

T R

G \B u s in e s s \C li e n ts \C it y o f

U rb a n a \2

-0

M S

A F

-2

C A

D D

A D

S h e e ts

\A R

-B o rd e r.

d g n F

N A

M u b le P la n

S h e e t

M O

D E

10/10/2025 44+00.00 56+00.00 1"=20'

1101 1103 1105 1107 1509

C A

R R

O L L A

V E

S P

G C

C L E

E PERKINS RD

50+00 55+00

51 52 53 54

EX ROW

30.66' RT.OFF.

50+26.99STA.

17.33' RT.OFF.

52+96.25STA.

21.60' RT.OFF.

53+02.43STA.

19.34' RT.OFF.

53+46.94STA.

23.21' RT.OFF.

53+42.50STA.

OFF. 16.90 LT.

STA. 51+31.90

OFF. 24.30 RT.

OFF. 12.90 LT.

STA. 53+40.10

OFF. 19.70 LT

OFF. 12.90 LT.

STA. 53+46.10

TREE REMOVAL

HMA SURFACE REMOVAL

DRIVEWAY PAVEMENT REMOVAL

LEGEND

CORRUGATED MEDIAN REMOVAL

SIDEWALK REMOVAL

TREE PROTECTION

PAVEMENT REMOVAL

PIPE REMOVAL

CURB REMOVAL

GUTTER REMOVALTP

R O

C K R O

C K

R O

C K

Y L

PR ROW EX ROW

T O

W N

S H

EX ROW

T P

T P T

E PERKINS RD

45+0044 46 47 48 49

EX ROW

21.84' RT.OFF.

44+01.59STA.

23.87' RT.OFF.

44+24.27STA.

24.95' LT.OFF.

44+83.42STA.

29.34' LT.OFF.

45+02.62STA.

29.51' LT.OFF.

44+32.01STA.

23.88' LT.OFF.

45+03.73STA.

13.98' LT.OFF.

45+12.77STA.

18.57' LT.OFF.

45+43.71STA.

30.55' RT.OFF.

49+92.92STA.

31.74' RT.OFF.

48+94.47STA.

22.73' RT.OFF.

48+77.54STA.

28.74' RT.OFF.

44+56.25STA.

23.53' RT.OFF.

44+56.89STA.

13.38' RT.OFF.

44+99.28STA.

11.29' RT.OFF.

49+92.37STA.

11.34' LT.OFF.

49+91.78STA.

28.81' RT.OFF.

44+01.10STA.

13.93' RT.OFF.

44+09.38STA.

13.76' RT.OFF.

44+15.93STA.

13.40' RT.OFF.

44+62.20STA.

14.55' LT.OFF.

44+22.67STA.

14.57' LT.OFF.

44+73.37STA.

29.45' LT.OFF.

44+83.12STA.

22.43' LT.OFF.

44+30.82STA.

29.50' LT.OFF.

44+44.01STA.

18.71' LT.OFF.

44+46.94STA.

14.83' LT.OFF.

44+53.62STA.

26.04' RT.OFF.

47+07.01STA.

26.14' RT.OFF.

47+92.69STA.

24.93' RT.OFF.

48+20.52STA.

33.18' RT.OFF.

48+91.82STA.

2 2

MRT

REMOVAL PLAN

0 20

SCALE IN FEET

0 20

SCALE IN FEET

T C

H L

T A

M A

T C

H L

T A

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 1"=20' 32+00.00 38+00.00

4" SKIP-DASH (YELLOW)

PAVEMENT MARKING LEGEND

4" SOLID (YELLOW)

4" SOLID (WHITE)

24" STOP BAR (WHITE)

LETTERS AND SYMBOLS (WHITE)

6" SOLID (WHITE) 6

12" SOLID (WHITE) 7

G O

L F

W D

N W

O W R

EX ROW

EX EASEMENT

E COUNTRY CLUB RD

35+00

PROP SIDEWALK, 5' WIDTH

PROP SHARED-USE PATH, 8' WIDTH

EX ROW

STA 33+94.65

BEGIN PAVEMENT

12.13' LT.OFF.

33+94.94STA.

11.10' RT.OFF.

33+94.38STA.

3' R

SEE WILLOW RD ADA RAMP DETAILS

PROP SHARED-USE PATH, 8' WIDTH

STA. 37+43.85

OFF. 21.80' LT.

2.07' RT.OFF.

37+17.75STA.

STA. 36+70.05

OFF. 41.02' RT.

STA. 36+67.80

OFF. 54.45' LT.

STA. 36+95.80

OFF. 51.70' LT.

SEE WILLOW RD

ADA DETAILS

STA. 37+15.41

OFF. 27.29' LT.

STA. 36+45.45

OFF. 24.08' LT.

TYP.

26.18' LT.OFF.

35+93.42STA.

21.08' LT.OFF.

35+93.25STA.

STA. 34+87.97

OFF. 41.26' RT.

STA. 34+89.94

OFF. 48.85' RT.

STA. 35+23.01

OFF. 36.57' RT.

33.15' RT.OFF.

36+71.75STA.

STA. 36+49.53

OFF. 22.49' RT.

STA. 36+76.80

OFF. 24.73' RT.

STA. 34+98.28

O/S. 37.50' RT.

STA. 35+22.80

O/S. 28.57' RT.

STA. 35+37.19

O/S. 12.28' RT.

STA. 34+74.48

O/S. 11.93' RT.

STA. 36+49.45

O/S. 31.28' RT.

STA. 36+48.89

O/S. 39.26' RT.

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00

725 725

730 730

735 735

740 740

EX CL COUNTRY CLUB ROAD

AJB

PLAN AND PROFILE

0 20

SCALE IN FEET

T C

H L

T A

M A

T C

H L

T A

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 1"=20' 38+00.00 44+00.00

HORIZONTAL CLEARANCE FROM SIDEWALK.

TO PROVIDE PROPER VERTICAL AND

WITH UTILITY TO RELOCATE GUY WIRE

CONTRACTOR TO COORDINATE

4" SKIP-DASH (YELLOW)

PAVEMENT MARKING LEGEND

4" SOLID (YELLOW)

4" SOLID (WHITE)

24" STOP BAR (WHITE)

LETTERS AND SYMBOLS (WHITE)

6" SOLID (WHITE) 6

12" SOLID (WHITE) 7

J J

PR ROW

EX ROW

PR ROW

E PERKINS RD

(U S

C U

N N

G H

A M A

E COUNTRY CLUB RD

40+00

39 41 42 43

PROP CORRUGATED MEDIAN

PROP SHARED-USE PATH, 8' WIDTH

EX ROW

PROP SHARED-USE PATH, 8' WIDTH

PROP SIDEWALK, 5' WIDTH

EX ROW

116' STORAGE

106' STORAGE

1.66' R

1.45'

29.36' LT.OFF.

43+36.96STA.

28.80' RT.OFF.

43+98.75STA.

47.51' RT.OFF.

42+87.63STA.

62.78' RT.OFF.

39+04.95STA.

31.08' LT.OFF.

39+67.82STA.

17.08' LT.OFF.

39+49.89STA.

51.35' RT.OFF.

39+20.33STA.

45.10' RT.OFF.

39+24.58STA.

25.48' LT.OFF.

40+92.13STA.

40.01' RT.OFF.

40+66.32STA.

1.62'R

STA. 40+77.78

OFF. 44.35' RT.

STA. 42+76.29

OFF. 32.27' RT.

STA. 40+77.75

OFF. 13.94' RT.

STA. 43+19.33

OFF. 7.23' RT.

STA. 39+28.33

OFF. 4.84' RT.

STA. 43+20.36

OFF. 42.38' RT.

STA. 43+30.26

OFF. 24.55' RT.

STA. 43+38.88

OFF. 23.05' RT.

STA. 43+46.47

OFF. 36.21' RT.

STA. 42+85.69

OFF. 39.70' RT.

9'R

STA. 40+78.00

OFF. 48.35' LT.

STA. 39+65.84

OFF. 43.36' LT.1

STA. 42+53.29

OFF. 43.76' RT.

15' R

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00

720 720

725 725

730 730

735 735

EX CL COUNTRY CLUB ROAD

EX CL PERKINS ROAD

AJB

PLAN AND PROFILE

0 20

T C

H L

S T

M A

T C

H L

S T

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 1"=20' 44+00.00 50+00.00

4" SKIP-DASH (YELLOW)

PAVEMENT MARKING LEGEND

4" SOLID (YELLOW)

4" SOLID (WHITE)

24" STOP BAR (WHITE)

LETTERS AND SYMBOLS (WHITE)

6" SOLID (WHITE) 6

12" SOLID (WHITE) 7

R O

C K R O

C K

R O

C K

Y L

PR ROW EX ROW

T O

W N

S H

EX ROW

E PERKINS RD

45+0044 46 47 48 49

PROP SHARED-USE PATH

PROP SIDEWALK, 5' WIDTH

STA 49+91.93

END PAVEMENT RECONSTRUCTION

PR ROW

PROP C&G TYPE B-6.18

PROP CC&G TYPE B-6.18

' 7

28.68' RT.OFF.

44+25.07STA.

STA 46+27.92

BEGIN PAVEMENT RECONSTRUCTION

END PAVEMENT RESURFACING

21.87' RT.OFF.

45+02.44STA.

29.50' LT.OFF.

44+43.99STA.

24.51' LT.OFF.

44+31.43STA.

29.51' LT.OFF.

44+32.01STA.

24.46' LT.OFF.

44+44.23STA.

13.34' RT.OFF.

48+70.61STA.

20.74' RT.OFF.

44+56.97STA.

28.72' RT.OFF.

44+56.67STA.

STA. 44+24.36

OFF. 20.75' RT.

12.43' RT.OFF.

44+62.12STA.

5.89'

STA. 44+16.10

OFF. 12.70' RT.

STA. 44+05.17

OFF. 13.32' RT.

STA. 44+83.12

OFF. 29.45' LT.

STA. 45+03.20

OFF. 29.33' LT.

STA. 45+40.16

OFF. 24.02' LT.

STA. 45+95.57

OFF. 21.52' LT.

STA. 45+92.52

OFF. 33.42' LT.

STA. 47+76.12

OFF. 21.21' LT.

STA. 48+11.76

OFF. 30.74' LT.

STA. 47+77.89

OFF. 30.77' LT.

STA. 47+64.57

OFF. 15.13' LT.

STA. 45+79.94

OFF. 22.00' RT.

STA. 46+17.49

OFF. 12.45' RT.

STA. 46+09.04

OFF. 22.02' RT.

END TAPER

STA. 46+93.36

OFF. 13.33' RT.

STA. 47+83.42

OFF. 15.43' RT.

STA. 47+89.89

OFF. 24.43' RT.

21.12' LT.OFF.

49+58.41STA.

26.16' RT.OFF.

49+68.40STA.

17.35' RT.OFF.

49+77.78STA.

SEE IDOT STANDARD 606006 FOR CURB OUTLET DETAIL

FOR CURB OUTLET DETAIL

SEE IDOT STANDARD 606006

27:1 TAPER RATE

BEGIN TAPER

STA. 46+27.92

OFF. 11.00 RT.

BEGIN TAPER

STA. 46+27.92

OFF. 11.40 LT.

BEGIN TAPER

STA. 46+90.97

OFF. 13.67 LT.

STA. 44+16.10

OFF. 12.77 LT.

19'

R 19

R15

15'

9' R9'

14' R

9' R

STA. 48+23.11

OFF. 15.43' RT.

STA. 48+39.16

OFF. 24.43' RT.

28.72' RT.OFF.

STA. 44+74.82

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00

715 715

720 720

725 725

730 730

-0.41%

-0.41% +0.41%

V P

E L

V P

E L

V P

E L

V P

E L

H P

E L

L = 32.72' L = 161.39'

K = 66.42 K = 198.63

V P

E L

V P

+0.08%

V P

E L

L P

E L

PR CL PERKINS ROADEX CL PERKINS ROAD

AJB

PLAN AND PROFILE

0 20

SCALE IN FEET

T C

H L

S T

34.12'

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

o u b le

P la n S h e e t

M O

D E

T R

G \B u s in e s s \C li e n ts

\C it y o f U rb a n a \2

-0

S A

F Y

-2

A D

D \4

A D

D S h e e ts

\S h e e t

M o d e l

S e e d .d g n

E N

A M

PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 1"=20' 50+00.00 56+00.00

C A

R R

O L

L A

V E

S P

G C

L E

1101 1103 1105 1107 1509

1209 1211

E PERKINS RD

50+00 55+0051 52 53 54

STA. 50+27.07

OFF. 26.76' RT.

STA. 53+46.10

OFF. 12.90 LT.

OFF. 19.70 LT

30.66' RT.OFF.

50+27.08STA.

CLASS C PATCH, 203 SFSTA. 53+40.10

OFF. 12.90 LT.

OFF. 24.30 RT.

CLASS C PATCH, 214 SF

24.08' LT.O/S.

51+01.35STA.

17.13' LT.O/S.

51+31.90STA.

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00

710 710

715 715

720 720

725 725

EX CL PERKINS ROAD

PLAN AND PROFILE

0 20

SCALE IN FEET

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

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PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025 N.T.S.

DIRECTION OF REROUTED TRAFFIC

WORK ZONEDETOUR SIGN TYPEX

DETOUR PLAN LEGEND

DETOUR ROUTEDETOUR SIGN

POSTED SPEED: 35 MPH

MAXIMUM TRAVEL DISTANCE: 0.38 MILES

2-LANE 2-WAY

ADT: 500

JURISDICTION: URBANA TOWNSHIP

N EASTERN AVENUE

POSTED SPEED: 30 MPH

MAXIMUM TRAVEL DISTANCE: 0.38 MILES

2-LANE 2-WAY

ADT: 2,600

JURISDICTION: CITY OF URBANA

N BROADWAY AVENUE

POSTED SPEED: 30 MPH

MAXIMUM TRAVEL DISTANCE: 0.30 MILES / 0.19 MILES

2-LANE 2-WAY

ADT: 1,800 / 750

JURISDICTION: CITY OF URBANA / URBANA TOWNSHIP

KERR AVENUE

POSTED SPEED: 40 MPH

MAXIMUM TRAVEL DISTANCE: 0.40 MILES

4-LANE 2-WAY

ADT: 18,100

JURISDICTION: FEDERAL

CUNNINGHAM AVENUE (US 45) E. COUNTRY CLUB RD. (EB) TO PERKINS ROAD (EB)

CONTINUE ALONG EASTBOUND PERKINS ROAD AND COMPLETE THE DETOUR.

4. DRIVERS WILL CONTINUE NORTHBOUND ON N. EASTERN ROAD AND WILL TURN RIGHT ON PERKINS TO

EASTERN ROAD.

3. DRIVERS WILL CONTINUE EASTBOUND ON KERR AVENUE AND WILL TURN LEFT ON NORHTBOUND N.

2. DRIVERS WILL TURN LEFT ONTO EASTBOUND KERR AVENUE UNTIL CUNNINGHAM AVENUE (US 45).

AVENUE UNTIL KERR AVENUE.

1. EASTBOUND E. COUNTRY CLUB ROAD TRAFFIC WILL TURN RIGHT ONTO SOUTHBOUND N. BROADWAY

SIGNAGE LEGEND DETOUR ROUTE INFORMATION DETOUR DESCRIPTION

AHEAD

CLOSED

ROAD

W20-2-3636

AHEAD

DETOUR

W20-2-3636

500 FT

CLOSED

ROAD

W20-2-3636

M1-50-2418

CLUB RD.

COUNTRY

M1-50-2418

ROAD

PERKINS

M5-1R-2115

M5-1L-2115

M6-1-2115

M6-3-2115

END

DETOUR

M4-8a-30X24

8 DETOUR

M4-8-2412

7 WEST

M3-4-2412

6 EAST

M3-2-2412

LIGHT

MONO-DIRECTIONAL

FLASHING

COMPLETE THE DETOUR.

4. DRIVERS WILL TURN LEFT TO CONTINUE ALONG WESTBOUND E. COUNTRY CLUB ROAD AND

ROAD.

3. DRIVERS WILL TURN RIGHT ONTO NORTHBOUND N. BROADWAY AVENUE UNTIL E. COUNTRY CLUB

2. DRIVERS WILL TURN RIGHT ONTO WESTBOUND KERR AVENUE UNTIL N. BROADWAY AVENUE.

UNTIL KERR AVENUE.

1. WESTBOUND PERKINS ROAD TRAFFIC WILL TURN LEFT ONTO SOUTHBOUND N. EASTERN AVENUE

PERKINS ROAD (WB) TO E. COUNTRY CLUB RD. (WB)

4. LOCAL ACCESS SHALL BE PROVIDED AT ALL TIMES TO RESIDENTS AND BUSINESSES.

ENGINEER. THIS WORK IS TO BE PAID FOR AT THE CONTRACT UNIT PRICE PER CALENDAR DAY FOR CHANGEABLE MESSAGE SIGN.

DESIGNATED BY THE ENGINEER TO INFORM MOTORISTS OF THE UPCOMING CONSTRUCTION. THE MESSAGE SHALL BE APPROVED BY THE CHANGEABLE MESSAGE SIGN AT EACH END OF THE PROJECT ALONG MILWAUKEE AVE AND DEMPSTER ST AS DIRECTED AND AT A LOCATION

3. A MINIMUM OF FOURTEEN (14) DAYS IN ADVANCE OF THE CONSTRUCTION, THE CONTRACTOR SHALL PLACE ONE (1) PORTABLE

2. THE CONTRACTOR SHALL NOT OBSTRUCT ANY EXISTING SIGNS WITH THE PLACEMENT OF DETOUR SIGNAGE.

1. LOCATIONS SHOWN ARE APPROXIMATE. LOCATIONS ARE TO BE DETERMINED BY THE ENGINEER TO BE BASED UPON FIELD CONDITIONS.

DETOUR PLAN GENERAL NOTES

PROJECT LOCATION

E. COUNTRY CLUB ROAD

C U

N N

G H

A M A

V E

N U

U S

KERR AVENUE

N B

R O

A D

W A

Y A

V E

N U

8 7 4 10

8 7 4 13

8 6 4 13

8 6 4 10

8 6 4 14

8 6 4 12

8 6 4 11

8 7 4 14

8 7 4 12

8 6 4 12

8 7 4 12

8 7 4 14

8 7 4 12

PROJECT LOCATION

PERKINS ROAD

KERR AVENUE

N E

A S

T E

R N

A V

E N

U E

8 6 5 12

8 7 5 11

8 7 5 12

8 6 5 14

8 6 5 11

10 13 3

1 2

8 6 5 13

AND FULL CLOSURE

LIMITS OF RECONSTRUCTION

10/14/2024

COUNTRY CLUB ROAD AND PERKINS IMPROVEMENTS

CMW

DETOUR PLAN

A T

C H

E S

T A

M A

T C

H L

T A

M A

T C

H L

T A

CITY SECTION COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

23-00669-00-PV

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

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\A R

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N A

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M O

D E

10/10/2025 1"=20' 32+00.00 44+00.00

EX ROW

EX EASEMENT

E COUNTRY CLUB RD

35+00

STA. 37+05.05

OFF. 37.68' LT.

EX ROW

STA. 36+70.93

OFF. 46.49' RT.STA. 36+48.54

OFF. 44.40' RT.

STA. 35+22.96

OFF. 40.86' RT.

STA. 35+93.46

OFF. 29.18' LT.

STA. 36+49.67

OFF. 26.71' LT.

BARRIER, 97 LF

PERIMETER EROSION

TEMP EROS CONTR BLANK, 131 SY

TEMP EROS CONTR SEED, 3.1 LB

TEMP EROS CONTR BLANK, 14 SY

TEMP EROS CONTR SEED, 0.2 LB

TEMP EROS CONTR BLANK, 20 SY

TEMP EROS CONTR SEED, 0.5 LB

4 SYTEMP EROS CONTR BLANK, 9

TEMP EROS CONTR SEED, 2.2 LB

TEMP EROS CONTR BLANK, 245 SY

TEMP EROS CONTR SEED, 5.8 LB

TEMP EROS CONTR BLANK, 55 SY

TEMP EROS CONTR SEED, 1.3 LB

TEMP EROS CONTR BLANK, 68 SY

TEMP EROS CONTR SEED, 1.6 LB

TEMP EROS CONTR BLANK, 24 SY

TEMP EROS CONTR SEED, 0.6 LB

STA. 36+33.54

OFF. 18.62' LT.

STA. 37+29.02

OFF. 20.77' LT.

TEMP EROS CONTR BLANK, 98 SY

TEMP EROS CONTR SEED, 2.3 LB

J J

PR ROW

EX ROW

PR ROW

IFIF

E PERKINS RD

(U S

C U

N N

G H

A M A

E COUNTRY CLUB RD

40+00

39 41 42 43

STA. 39+65.51

OFF. 41.77' LT.

STA. 39+64.78

OFF. 26.75' LT.

STA. 39+59.11

OFF. 42.98' LT.

EX ROW

EX ROW EX

O W

STA. 39+16.59

OFF. 51.54' RT.

STA. 39+05.38

OFF. 64.68' RT.

STA. 40+59.03

OFF. 55.99' RT.

STA. 40+77.78

OFF. 44.35' RT.

STA. 41+16.11

OFF. 52.33' RT.

STA. 42+09.82

OFF. 43.71' RT.

STA. 42+14.82

OFF. 43.73' RT.

STA. 42+85.42

OFF. 39.73' RT.

STA. 42+87.04

OFF. 54.41' RT.

STA. 43+20.12

OFF. 45.57' RT.

STA. 43+22.99

OFF. 33.59' RT.

STA. 43+46.12

OFF. 39.43' RT.

STA. 43+45.85

OFF. 28.19' RT.

STA. 43+37.58

OFF. 24.36' LT.

PERIMETER EROSION BARRIER, 187 LF

PR ROW

TEMP EROS CONTR BLANK, 182 SY

TEMP EROS CONTR SEED, 4.3 LB

TEMP EROS CONTR BLANK, 235 SY

TEMP EROS CONTR SEED, 5.5 LB

TEMP EROS CONTR BLANK, 18 SY

TEMP EROS CONTR SEED, 0.4 LB

TEMP EROS CONTR BLANK, 102 SY

TEMP EROS CONTR SEED, 2.4 LB

TEMP EROS CONTR BLANK, 222 SY

TEMP EROS CONTR SEED, 3.3 LB

TEMP EROS CONTR BLANK, 13 SY

TEMP EROS CONTR SEED, 0.3 LB

TEMP EROS CONTR BLANK, 70 SY

TEMP EROS CONTR SEED, 1.7 LB

TEMP EROS CONTR BLANK, 41 SY

TEMP EROS CONTR SEED, 1.0 LB

TEMP EROS CONTR BLANK, 15 SY

TEMP EROS CONTR SEED, 0.4 LB

STA. 41+08.65

OFF. 51.63' RT.

TEMP EROS CONTR BLANK, 9 SY

TEMP EROS CONTR SEED, 0.2 LB

BARRIER, 171 LF

PERIMETER EROSION

PERIMETER EROSION BARRIER, 45 LF

BARRIER, 27 LF

PERIMETER EROSION

C U

N N

G H

A M

(U S

TEMP EROS CONTR BLANK, 80 SY

TEMP EROS CONTR SEED, 1.9 LB

INLET FILTER (28000510)

LEGEND

PERIMETER EROSION BARRIER (28000400)

TEMPORARY EROSION CONTROL BLANKET (28001100)

TEMPORARY EROSION CONTROL SEEDING (28000250)

ACTIVITY WITH ERODABLE CONDITIONS.

EROSION CONTROL MEASURES ARE REQUIRED PRIOR TO STARTING

2. THE CONTRACTOR WILL BE REQUIRED TO IMPLEMENT AND MAINTAIN

MEASURES.

TO ANY EARTHWORK OPERATIONS TO DETERMINE TIMING OF CONTROL

SEDIMENT CONTROL WITH THE PRIME AND SUBCONTRACTORS PRIOR

1. THE ENGINEER SHALL CONDUCT A FIELD REVIEW FOR EROSION AND

NOTES:

1 2

BAB

CMW

EROSION AND SEDIMENT CONTROL PLAN

0 20

SCALE IN FEET

0 20

T C

H L

S T

M A

T C

H L

S T

COUNTY

CHAMPAIGN 60

TOTAL

SHEETS

SHEET

NO.

USER NAME =

PLOT DATE = DATE

DESIGNED

CHECKED

DRAWN

REVISED

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PUBLIC WORKS DEPARTMENT

CITY OF URBANA

10/10/2025

M A

T C

H L

S T

1"=20' 44+00.00 56+00.00

R O

C K R O

C K

R O

C K

Y L

PR ROW EX ROW

T O

W N

S H

EX ROW

E PERKINS RD

45+0044 46 47 48 49

TEMP EROS CONTR BLANK, 92 SY

TEMP EROS CONTR SEED, 2.2 LB

STA. 44+57.82

OFF. 19.08' RT. STA. 44+75.06

OFF. 28.14' RT.

STA. 44+31.43

OFF. 24.51' LT.

STA. 44+43.97

OFF. 33.46' LT.

STA. 44+83.11

OFF. 32.45' LT.

STA. 45+03.15

OFF. 32.37' LT.

STA. 45+41.70

OFF. 26.82' LT.

STA. 45+95.23

OFF. 26.73' LT.

STA. 47+78.28

OFF. 26.49' LT.

STA. 47+95.23

OFF. 42.61 RT.

STA. 46+05.88

OFF. 25.68' RT.STA. 45+82.80

OFF. 27.87' RT.

TEMP EROS CONTR BLANK, 17 SY

TEMP EROS CONTR SEED, 0.1 LB

TEMP EROS CONTR BLANK, 63 SY

TEMP EROS CONTR SEED, 1.5 LB

TEMP EROS CONTR BLANK, 30 SY

TEMP EROS CONTR SEED, 0.7 LB

TEMP EROS CONTR BLANK, 17 SY

TEMP EROS CONTR SEED, 0.4

TEMP EROS CONTR BLANK, 34 SY

TEMP EROS CONTR SEED, 0.8 LB

TEMP EROS CONTR BLANK, 36 SY

TEMP EROS CONTR SEED, 0.9 LB

TEMP EROS CONTR BLANK, 21 SY

TEMP…

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File details come from the government source that posted it. Updated Oct 28, 2025.