20240621_016-118386_PlanSet.pdf

INDEX OF SHEETS

SHEET NO.

HIGHWAY STANDARDS

DESCRIPTION

LOCATION MAP

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

DATE:

EXPIRES: DATE :

www.hlrengineering.com

Environmental Services

ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

184.000959

Hampton, Lenzini and Renwick, Inc.

Civil Engineers Structural Engineers

Land Surveyors

380 SHEPARD DRIVE

ELGIN, ILLINOIS 60123

847.697.6700

SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

COVER SHEET

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

REFERENCES: _________________None

18.0009

180009-sht-Cover72National.dgn

PROJECT NUMBER :

ENGINEERING PLANS

COOK COUNTY

VILLAGE OF SCHAUMBURG

T O

W N S

H

IP

N O

R T H

800-892-0123

11-30-25 6/21/2024

SS

None

04-29-24

RANGE 10 EAST

VILLAGE OF SCHAUMBURG

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

SCALE: 1"=600'

LOCATION

PROJECT

IL RTE 72 (HIGGINS RD) AT NATIONAL PKWY

16/21/2024

INTERSECTION PEDESTRIAN IMPROVEMENTS

NATIONAL PARKWAY

IL ROUTE 72 (HIGGINS ROAD) AND

18.0009.331

880006-01

857001-01

701901-09

701801-06

701701-10

701427-05

701426-09

701106-02

701101-05

606001-08

424011-04

424006-05

424001-11

280001-07

TRAFFIC SIGNAL MOUNTING DETAILS

STANDARD PHASE DESIGNATION DIAGRAMS AND PHASE SEQUENCES

TRAFFIC CONTROL DEVICES

SIDEWALK, CORNER OR CROSSWALK CLOSURE

URBAN LANE CLOSURE, MULTILANE INTERSECTION

LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPERATIONS, FOR SPEEDS =MPH

LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPERATIONS, FOR SPEEDS =MPH

OFF-ROAD OPERATIONS, MULTILANE, MORE THAN 15' AWAY

OFF-ROAD OPERATIONS, MULTILANE, 15' TO 24" FROM PAVEMENT EDGE

CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER

CORNER PARALLEL CURB RAMPS FOR SIDEWALKS

DIAGONAL CURB RAMPS FOR SIDEWALKS

PERPENDICULAR CURB RAMPS FOR SIDEWALKS

TEMPORARY EROSION CONTROL SYSTEMS

CONSTRUCTION DETAILS

DISTRICT ONE TYPICAL PAVEMENT MARKINGS

HIGHWAY STANDARDS

TRAFFIC SIGNAL SCHEDULE OF QUANTITIES

CABLE PLAN, PHASE DESIGNATION DIAGRAM, & EVP SEQUENCE

TRAFFIC SIGNAL PLAN

IDOT DISTRICT 1 TRAFFIC SIGNAL STANDARDS

INTERSECTION CORNER DETAILS

PROPOSED PLAN

ALIGNMENT PLAN

GENERAL NOTES AND SUMMARY OF QUANTITIES

COVER SHEET

18-28

14-15

7-13

5-6

Hampton, Lenzini and Renwick, Inc.

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184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

SI

O

NILLI FO

ET

A

T S

062-073388

HALAN

NICHOLAS A.

R E

E

NI

G

NE

L

ANOISSEFORP

DE

S

N E

CI

L

GENERAL NOTES

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

PAY ITEM DESCRIPTION UNIT QUANTITY

SUMMARY OF QUANTITIES

2SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

GENERAL NOTES AND SUMMARY OF QUANTITIES

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

REFERENCES: _________________None

IL RTE 72 (HIGGINS RD) AT NATIONAL PKWY

18.0009

180009-sht-GN-72National.dgn

NONE6/21/2024 30

(1-800-892-0123) TO HAVE THE LOCATION OF THE EXISTING UTILITES MARKED.

FORTY-EIGHT HOURS BEFORE STARTING EXCAVATION, THE CONTRACTOR WILL CALL J.U.L.I.E.

AT THE CONTRACTOR'S EXPENSE.

OTHERWISE DAMAGED AND JUDGED UNACCEPTABLE BY THE VILLAGE SHALL BE REMOVED AND REPLACED

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR HIS WORK. ANY WORK THAT IS VANDALIZED OR

THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE CONTRACT.

OPERATING CONDITION TEMPORARY OUTLETS AND CONNECTIONS FOR ALL DRAINS, SEWERS, AND CATCH BASINS.

WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN IN AN

OF THE CONTRACT.

OF DIRT AND DEBRIS. THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST

WORKING DAY, PRIOR TO ACCEPTANCE OF THE IMPROVEMENT. ALL DRAINAGE STRUCTURES SHALL BE FREE

THE NATURAL FLOW OF WATER IS OBSTRUCTED, THE MATERIAL SHALL BE REMOVED AT THE CLOSE OF EACH

WHENEVER ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DRAINAGE STRUCTURES SUCH THAT

ALL ELEVATIONS ARE ON NAVD-88 VERTICAL DATUM AND ILLINOIS STATE PLANE EAST COORDINATES.

SURVEYOR HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATIONS.

PROPERTY CORNERS, AND REFERENCE MARKERS UNTIL THE OWNER, HIS AGENT, OR A PROFESSIONAL LAND

THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL SECTION OR SUBSECTION MONUMENTS, SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE.

EVEN THOUGH THEY MAY NOT BE SHOWN ON THE PLANS. ANY UTILITY THAT IS DAMAGED DURING CONSTRUCTION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND AND SURFACE UTILITIES

TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

SEWERS, AND ANY OTHER PUBLIC AND PRIVATE UTILITIES IS APPROXIMATE AND THEIR EXACT LOCATIONS ARE

THE LOCATION ON THE PLANS OF EXISTING DRAINAGE STRUCTURES, STORM SEWERS, WATER MAINS, SANITARY

RELOCATION, ADJUSTMENT, OR PROTECTION IS NECESSARY.

COOPERATE WITH ALL UTILITY OWNERS AS PROVIDED FOR IN THE STANDARD SPECIFICATIONS IF UTILITY

CONSTRUCTION TO DETERMINE THE LOCATION OF ALL UTILITY EQUIPMENT. THE CONTRACTOR SHALL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL UTILITIES PRIOR TO

IMPROVEMENTS ARE REQUIRED WITHIN THE DURATION OF THE CONTRACT.

THE CONTRACTOR SHALL COOPERATE WITH THE VILLAGE OF SCHAUMBURG IF ANY MUNICIPAL UTILITY

AS THE LATEST STANDARD OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION.

ANY REFERENCE TO STANDARDS THROUGHOUT THE PLANS OR SPECIAL PROVISIONS SHALL BE INTERPRETED

HIGHWAYS"; THE DETAILS IN THE PLANS, AND THE SPECIAL PROVISIONS INCLUDED IN THE CONTRACT DOCUMENTS.

LATEST EDITION OF THE "ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

THE SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", ADOPTED JANUARY 1, 2024; THE

CONSTRUCTION", ADOPTED JANUARY 1, 2022, (HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS);

ALL WORK SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

Z0033044

Z0013798

X8780012

X8760200

X7010216

X4240800

X0324599

X1400367

X0327980

89502376

89502210

89502200

88102717

87900200

87301900

87301225

87301215

85000200

81028200

78009024

78009012

78009008

78009006

78009004

72800100

72000100

67100100

60605000

44000600

44000500

44000155

42400200

40603340

35101400

28000500

28000400

25200110

21101615

20200100

PEDESTRIAN ENHANCEMENT CROSSWALKS - "S PATTERN"

PAVER BRICKS - RE-USED

PAVER BRICK REMOVAL

CONCRETE UNDERLAYMENT REMOVAL

CONCRETE UNDERLAYMENT

ASPHALT PATH REMOVAL

RE-OPTIMIZE TRAFFIC SIGNAL SYSTEM LEVEL 1

CONSTRUCTION LAYOUT

CONCRETE FOUNDATION, TYPE A 12-INCH DIAMETER

ACCESSIBLE PEDESTRIAN SIGNALS

TRAFFIC CONTROL AND PROTECTION, (SPECIAL)

DETECTABLE WARNINGS (SPECIAL)

ROD AND CLEAN EXISTING CONDUIT

PEDESTRIAN SIGNAL POST, 10 FT.

PAVEMENT MARKING REMOVAL - WATER BLASTING

REBUILD EXISTING HANDHOLE

MODIFY EXISTING CONTROLLER CABINET

MODIFY EXISTING CONTROLLER

PEDESTRIAN SIGNAL HEAD, LED, 1-FACE, BRACKET MOUNTED WITH COUNTDOWN TIMER

DRILL EXISTING HANDHOLE

ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR, NO. 6 1C

ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 3C

ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 2C

MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION

UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA.

MODIFIED URETHANE PAVEMENT MARKING - LINE 24"

MODIFIED URETHANE PAVEMENT MARKING - LINE 12"

MODIFIED URETHANE PAVEMENT MARKING - LINE 8"

MODIFIED URETHANE PAVEMENT MARKING - LINE 6"

MODIFIED URETHANE PAVEMENT MARKING - LINE 4"

TELESCOPING STEEL SIGN SUPPORT

SIGN PANEL - TYPE 1

MOBILIZATION

COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24

SIDEWALK REMOVAL

COMBINATION CURB AND GUTTER REMOVAL

HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2"

PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70

AGGREGATE BASE COURSE, TYPE B

INLET AND PIPE PROTECTION

PERIMETER EROSION BARRIER

SODDING, SALT TOLERANT

TOPSOIL FURNISH AND PLACE, 4"

EARTH EXCAVATION

SQ FT

SQ FT

SQ FT

SQ FT

SQ FT

SQ FT

EACH

L SUM

FOOT

EACH

LSUM

SQ FT

FOOT

EACH

SQ FT

EACH

EACH

EACH

EACH

EACH

FOOT

FOOT

FOOT

EACH

FOOT

FOOT

FOOT

FOOT

FOOT

FOOT

FOOT

SQ FT

L SUM

FOOT

SQ FT

FOOT

SQ YD

SQ FT

TON

TON

EACH

FOOT

SQ YD

SQ YD

CU YD

WV

H

WV

P O

T

S ta

.0

P C

S ta

.9

P I

S ta

.6

P T

S ta

.0

450+00

455+00

PROP. CURVE ROUTE_72_3

PI STA. = 454+81.64

R = 8,500.00'

T = 318.66'

L = 637.02'

E = 5.97'

P.C. STA. = 451+62.98

P.T. STA. = 458+00.00

E

,0

,5

.4

N

,9

,2

.2

7 E =1,061,119.36

N =1,957,182.21

E =1,061,433.44

N =1,957,128.41

E =1,061,750.67

N =1,957,098.27

VILLAGE OF SCHAUMBURG

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

0 20 80

SCALE IN FEET

N A T

IO

N A L

P

A R

K W

A Y

IL RTE 72 (HIGGINS ROAD)

3SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

ALIGNMENT PLAN

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

180009-sht-align.dgn

NONE6/21/2024 30

BM 1

BENCHMARKS

BM 2

ELEV. = 739.433

E = 1,061,205.502

N = 1,957,055.232

METAL DISK IN CONCRETE

VILLAGE OF SCHAUMBURG BENCHMARK

BM 1

ELEV. = 735.422

E = 1,061,076.319

N = 1,957,272.454

CULVERT END SECTION

CUT CROSS IN CONCRETE

BM 2

Hampton, Lenzini and Renwick, Inc.

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184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

H

H

H

H

P

H

H

H

H

P

WV

WV

8'

8'

5'

22.67'

10'

10'

VILLAGE OF SCHAUMBURG

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

0 10 40

SCALE IN FEET

IL RTE 72 (HIGGINS ROAD)

N A T

IO

N A L

P

A R

K W

A Y

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

IL RTE 72 (HIGGINS ROAD)

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

N A T

IO

N A L

P

A R

K W

A Y

REMOVAL PLAN PROPOSED PLAN

4SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

REMOVAL PLAN AND PROPOSED PLAN

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:JAM

NAH

JAM

180009-sht-Plan1.dgn

NONE6/21/2024 30

REMOVAL LEGEND

CONCRETE UNDERLAYMENT

PROPOSED PLAN LEGEND

PC CONCRETE SIDEWALK, 5-INCH

PC CONCRETE SIDEWALK, 5-INCH

SIDE CURB

SIDE CURB

SIDE CURB

PC CONCRETE SIDEWALK, 5-INCH

DEPRESSED CURB (TYP.)

LINE, 24" WHITE (TYP.)

MODIFIED URETHANE PAVEMENT MARKING

LIQUID PETROLEUM PIPELINE

EXISTING HIGH PRESSURE

SIDE CURB (TYP.)

RE-USED

PAVER BRICKS

LINE, BICYCLE WHITE (TYP.) SEE TC-13

MODIFIED URETHANE PAVEMENT MARKING

BENCHMARK. DO NO DISTURB.

EXISTING VILLAGE OF SCHAUMBURG

PERIMETER EROSION BARRIER

4" TOPSOIL AND SOD

ASPHALT SURFACE, VARIABLE DEPTH

DETECTABLE WARNING TILES

ROUTES WHERE POSSIBLE.

CLOSED AT ANY GIVEN TIME. PROVIDE ALTERNATE PEDESTRIAN

A MAXIMUM OF TWO CORNERS OF THE INTERSECTION SHALL BE4.

SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE CONTRACT.

ALL DAMAGE TO EXISTING PAVEMENT OR TRAFFIC SIGNALS

PAVEMENT TO REMAIN, UNDERGROUND CONDUITS, AND CABLES.

CONTRACTOR SHALL USE CARE TO AVOID DAMAGE TO EXISTING3.

TRAFFIC SIGNAL BEFORE STARTING ANY WORK.

CONTRACTOR SHALL TAKE MAINTENANCE OF THE EXISTING3.

CONFLICT WITH PROPOSED MARKINGS PRIOR TO RE-STRIPING.

REMOVE EXISTING STOP BARS AND PAVEMENT MARKINGS IN2.

FULL SIDEWALK PANEL, OR AS DIRECTED BY THE ENGINEER.

REPLACE PCC SIDEWALK TO THE NEAREST EXISTING1.

NOTES

PAID FOR AS PCC SIDEWALK, 5"

SIDE CURBS WILL BE MEASURED AND

SHEETS FOR ADDITIONAL INFORMATION

SEE SIDEWALK CORNER DETAILS PLAN

INLET PROTECTION

& GUTTER REMOVAL

COMBINATION CONCRETE CURB

ASPHALT SURFACE REMOVAL, 1•"

BRICK PAVER REMOVAL

CONCRETE UNDERLAYMENT AND

ASPHALT PATH REMOVAL

CONCRETE SIDEWALK REMOVAL

ASPHALT SURFACE, 2-INCH MARKING LINE, 12" WHITE (TYP.)

MODIFIED URETHANE PAVEMENT

STA. 451+36.20

STA. 452+52.39

ON 6" AGGREGATE BASE COURSE, TY B

ASPHALT SURFACE, 2-INCH

LINE, 6" WHITE (TYP.)

MODIFIED URETHANE PAVEMENT MARKING

LINE, 8" WHITE (TYP.)

MODIFIED URETHANE PAVEMENT MARKING

"S" PATTERN

CROSSWALKS- 910 SQ FT.

PEDESTRIAN ENHANCEMENT

LINE, 8" WHITE (TYP.)

MODIFIED URETHANE PAVEMENT MARKING

"S" PATTERN

CROSSWALKS- 623 SQ FT.

PEDESTRIAN ENHANCEMENT

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

REBUILD EXISTING HANDHOLE

10'

5'

10'

10'

8.26'

10'

10'

VILLAGE OF SCHAUMBURG

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

0 10

SCALE IN FEET

IL RTE 72 (HIGGINS ROAD)

N A T

IO

N A L

P

A R

K W

A Y

EXISTING R.O.W.

EXISTING R.O.W.

A

B

C

D

E F

H

J

K

L M

N

O

P

QS

T

U

V

W

X

A

B

C

D

E

F

G

H

I

J

5SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

SIDEWALK CORNER DETAILS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:JAM

NAH

JAM

180009-sht-Plan2.dgn

NONE6/21/2024 30

I

Y

738.16

737.99

737.22

737.19

736.98

737.04

737.14

737.08

737.17

737.89

737.88

737.38

737.34

737.50

737.40

OFFSETSTATION

737.44

737.58

738.15

738.26

STA. 451+45.17 95.11 RT

STA. 451+40.31 84.57 RT

STA. 451+39.73 83.31 RT

STA. 451+49.39 80.38 RT

STA. 451+54.25 90.93 RT

STA. 451+55.70 90.85 RT

STA. 451+56.44 104.64 RT

STA. 451+37.42 102.20 RT

ELEVATION

STA. 452+66.66 101.12 RT

STA. 452+65.38 96.29 RT

STA. 452+63.47 95.78 RT

STA. 452+60.83 95.72 RT

STA. 452+70.53 79.70 RT

STA. 452+75.67 83.09 RT

OFFSETSTATION ELEVATION

739.58

739.48

738.95

738.85

738.78

738.84

739.03

738.97

739.03

739.03

738.31

738.22

738.30

STA. 451+51.90 106.74 RT

STA. 451+50.76 107.26 RT

STA. 451+50.14 105.91 RT

STA. 451+41.06 110.09 RT

738.21

738.19

K

738.94

Z

B1

D1

A1

C1

E1

STA. 451+58.79 109.75 RT

STA. 451+54.25 111.85 RT

STA. 451+64.93 125.38 RT

STA. 451+60.21 126.95 RT

STA. 451+69.23 141.59 RT

STA. 451+64.42 142.62 RT

STA. 451+72.12 155.61 RT

STA. 451+67.31 156.63 RT

738.43

738.48

738.43

738.48

738.29

738.34

IL RTE 72 (HIGGINS ROAD)

N A T

IO

N A L

P

A R

K W

A Y

.2

1.5%

.0

150' RADIUS

6.1%

1.8%

1.1%

1.0%

.2

1.

1.

E1

D1

C1

B1

A1

Z

Y

X

W

V

U

T

S

R

Q

P

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

R

STA. 451+60.05 79.78 RT

STA. 451+64.47 100.39 RT

STA 451+72.42 99.96 RT

STA. 451+69.46 90.11 RT

STA. 451+66.36 90.27 RT

STA. 451+63.94 90.40 RT

STA. 451+48.61 75.42 RT

STA. 451+37.63 70.03 RT

STA. 451+38.05 72.70 RT

STA. 451+75.21 99.81 RT

737.27

L

1.0%

.5

.9

.9

1.0

STA. 452+69.19 77.03 RT

STA. 452+69.81 76.15 RT 739.04

STA. 452+64.38 85.56 RT

STA. 451+48.16 72.43 RT

SEE SHEETS 3 AND 4 FOR CENTERLINE INFORMATION.

WITH IDOT STANDARD 606001-07.

DEPRESSED CURB ADJACENT TO CURB RAMP ACCESSIBLE TO THE DISABLED SHALL BE IN ACCORDANCE

NOTES

6.4

1.2%

1.7

.9

.9

0.9%

.6

0.5

1.6

1.7

.0

1.6%

M

N

S

R

O

P Q

STA. 452+69.18 112.90 RT

STA. 452+92.37 120.46 RT

STA. 452+91.92 112.76 RT

STA. 452+78.94 111.43 RT

STA. 452+68.45 107.96 RT

STA. 452+76.92 94.55 RT

STA. 452+78.22 106.48 RT

739.48

740.00

740.21

739.78

740.75

740.62

739.58

1.0%

2.5%

7.4%

7.8%

.3

1.

1.

1.

.0

.0

1.

2%

2%

G

1.9%

(EXIST.)

T

1.2%

.3

739.67STA. 452+70.39 122.82 RT

STA. 452+71.59 132.75 RT

STA. 452+79.64 131.82 RT

STA. 452+79.30 121.79 RT

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

.0

2.0%

2.0%

.0

739.08U

T

S

R

Q

P

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

STA. 452+77.46 99.52 RT

U

1.

.0

1.2%

ELEV=739.49

REBUILD EXISTING HH

42 RCPE

N OF 2E

9'

8.5'

10.05'

5'

6.91'

10'

6'

'6

VILLAGE OF SCHAUMBURG

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

0 10

SCALE IN FEET

IL RTE 72 (HIGGINS ROAD)

N

A T

IO

N A L

P

A R

K W

A Y

EXISTING R.O.W.

6SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

SIDEWALK CORNER DETAILS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:JAM

NAH

JAM

180009-sht-Plan3.dgn

NONE6/21/2024 30

N A T

IO

N A L

P

A R

K W

A Y

IL RTE 72 (HIGGINS ROAD)

B

C

D

E

F

G

H

I J

K L

M

N

O

P Q

R

S

T

U

V

W

A

C

G

J

K

L

M

N

O

P

Q R

S

T

U V

Y

D

738.20

737.98

737.94

738.43

737.83

737.79

738.29

737.40

737.36

737.86

737.35

737.31

737.76

736.96

737.10

OFFSETSTATION ELEVATION

736.74

STA. 451+15.34 65.23 LT

STA. 451+16.30 65.47 LT

STA. 451+15.63 72.51 LT

STA. 451+16.05 81.28 LT

STA. 451+16.29 86.27 LT

STA. 451+16.69 94.76 LT

STA. 451+17.69 94.72 LT

STA. 451+17.92 99.71 LT

STA. 451+26.91 99.28 LT

STA. 451+26.68 94.29 LT

STA. 451+36.43 93.83 LT

STA. 451+38.93 93.20 LT

STA. 451+25.77 85.82 LT

STA. 451+33.48 85.46 LT

STA. 451+35.83 84.38 LT

STA. 451+25.54 80.83 LT

STA. 451+30.89 80.58 LT

STA. 451+33.07 79.22 LT

STA. 451+25.30 75.83 LT

737.20

736.70

737.20

736.99

737.08

737.21

737.21

736.98

737.25

737.21

737.30

737.09

737.30

737.11

736.99

737.30

737.12

736.90

737.08

OFFSETSTATION ELEVATION

736.88

737.46

737.55

737.60

737.69

STA. 451+27.51 75.73 LT 737.00

737.04

736.91

737.72

737.81

737.72

737.81

B

E

F

I

H

X

W

STA. 452+47.43 75.44 LT

STA. 452+48.00 75.13 LT

STA. 452+41.50 76.21 LT

STA. 452+41.64 79.43 LT

STA. 452+41.04 79.94 LT

STA. 452+33.16 84.75 LT

STA. 452+35.74 85.66 LT

STA. 452+36.08 85.21 LT

STA. 452+32.80 90.26 LT

STA. 452+32.55 90.73 LT

STA. 452+26.30 101.08 LT

STA. 452+25.12 107.90 LT

STA. 452+22.74 121.68 LT

STA. 452+35.36 117.54 LT

STA. 452+40.36 118.35 LT

STA. 452+37.74 103.19 LT

STA. 452+42.86 104.01 LT

STA. 452+39.69 91.35 LT

STA. 452+44.69 92.13 LT

STA. 452+40.49 86.41 LT

STA. 452+45.50 87.20 LT

STA. 452+46.65 80.24 LT 737.88

A

736.45

Z

Z

Y

X

W

V

U

T

S

R

Q

P

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

STA. 452+34.94 90.60 LT 737.36

Y

1.

0.0%

2.8%

5.7%

0.0%

Y

X

W

V

U

T

S

R

Q

P

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

STA. 451+16.81 76.24 LT 736.90

X

STA. 451+05.70 57.53 LT

7.5%

1.

.0

1.

1.8%

1.

1.

1.

0.9%

1.8%

2%

SEE SHEETS 3 AND 4 FOR CENTERLINE INFORMATION.

WITH IDOT STANDARD 606001-07.

DEPRESSED CURB ADJACENT TO CURB RAMP ACCESSIBLE TO THE DISABLED SHALL BE IN ACCORDANCE

NOTES

STA. 452+29.80 90.34 LT

STA. 452+48.21 72.10 LT

1.5

2.6

1.5

STA. 451+15.80 62.11 LT

STA. 451+30.89 75.93 LT

STA. 451+24.81 68.95 LT

1.

1.

1.

0.0%

0.0%

7.5%

.0

1.8%

1.

1.

1.8%

1.9

.8

2%

2%

STA. 452+52.56 70.30 LT

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

2.0%

.0

2.0%

.0

714 S. Plum Grove Road

Department of Engineering and Public Works

7SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

STANDARD TRAFFIC SIGNAL DESIGN DETAILS

IDOT DISTRICT 1

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

180009-sht-D1Standards.dgn

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

8SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

STANDARD TRAFFIC SIGNAL DESIGN DETAILS

IDOT DISTRICT 1

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

9SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

STANDARD TRAFFIC SIGNAL DESIGN DETAILS

IDOT DISTRICT 1

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

10SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

STANDARD TRAFFIC SIGNAL DESIGN DETAILS

IDOT DISTRICT 1

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

11SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

STANDARD TRAFFIC SIGNAL DESIGN DETAILS

IDOT DISTRICT 1

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

12SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

STANDARD TRAFFIC SIGNAL DESIGN DETAILS

IDOT DISTRICT 1

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

13SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

STANDARD TRAFFIC SIGNAL DESIGN DETAILS

IDOT DISTRICT 1

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

450+00

H

H

H

H

P

VILLAGE OF SCHAUMBURG

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

ECON 84

TS 21955

0 10 40

SCALE IN FEET

14SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

TRAFFIC SIGNAL PLAN

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

180009-sht-TS1-72National.dgn

NONE6/21/2024 30

244'-E-2"

5'-E-2•"

40'-E-2"

67'-E-4"

80'-E-3•"

62'-E-3"

30'-E-2" 95'-E-2"

51'-E-2•"

16'-E-2"

92'-E-3"

83'-E-3•"

26'-E-2•"

5'-E-(2)5"

25'-E-1•"

22'-E-2"

M A

M A

46' MA

46' MA

TO PLUM GROVE ROAD

EXISTING INTERCONNECT

DRILL EXISTING HANDHOLE (2)

IL RTE 72 (HIGGINS ROAD)

N A T

IO

N A L

P

A R

K W

A Y

39'-UC-2"

47'-E-5"

72'-E-5"

14'-E-1‚"

APPROX. STA. 452+38.6; 91.7' LT

PEDESTRIAN POST, 10'APPROX. STA. 451+25.5; 80.8' LT

PEDESTRIAN POST, 10'

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

A

A

A

A

A

MATCHLINE B SEE SHEET 15

M A

T C

H L I N

E

A

S

E E

T

MATCHLINE C SEE SHEET 15

EX. 16' POST

EX. 16' POST

EX. 16' POST

EX. 16' POST

(4 REQUIRED)

30" x 30"

R10-15

AND CLEANED AT THE DIRECTION OF THE ENGINEER.

ALL EXISTING CONDUITS WHERE NEW CABLE IS BEING INSTALLED SHALL BE RODDED

IN THE UNIT COST OF ACCESSIBLE PEDESTRIAN SIGNALS.

OR AS DIRECTED BY THE ENGINEER. COST OF BRACKET EXTENSIONS SHALL BE INCLUDED

PEDESTRIAN PUSH-BUTTON BRACKET EXTENSIONS SHALL BE INSTALLED AS NEEDED

ALL PEDESTRIAN PUSH-BUTTONS SHALL BE ACCESSIBLE PEDESTRIAN SIGNALS.

NOTES

APPROX. STA. 452+47.0; 81.3' LT

PEDESTRIAN POST, 10'

26'-UC-2"

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

APS

APS

APS

APS

APS

APS

APS

APS

T S

S

H T

N

O

15'-E-2•"

DRILL EXISTING HANDHOLE (2)

APPROX. STA. 451+15.6; 72.8' LT

PEDESTRIAN POST, 10'

16'-UC-2"

3'-UC-2"

DRILL EXISTING HANDHOLE (1)

APPROX. STA. 452+66.8; 99.7' RT

PEDESTRIAN POST, 10'

19'-UC-2"

714 S. Plum Grove Road

Department of Engineering and Public Works

ECON 84

TS 21955

0 10 40

SCALE IN FEET

15SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

TRAFFIC SIGNAL PLAN

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

REFERENCES: _________________

180009-sht-TS2-72National.dgn

NONE6/21/2024 30

224'-E-1‚"

262'-E-1‚"

N A T

IO

N A L

P

A R

K W

A Y

IL RTE 72 (HIGGINS ROAD)

N A T

IO

N A L

P

A R

K W

A Y

EXISTING R.O.W.

EXISTING R.O.W.

E X I S

T I

G

R .O .W

E X I S

T I

.W

E X I S

T I

.W

E X I S

T I

.W

MATCHLINE B SEE SHEET 14

MATCHLINE C SEE SHEET 14

M A

T C

H L I

E E

T

TO MEACHAM ROAD

EXISTING INTERCONNECT

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

NONE

T S

S

H T

N

O

455+00

NO SCALE

CABLE PLAN

VILLAGE OF SCHAUMBURG

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

ECON 84

TS 21955

(HIGGINS RD)

IL RTE 72

N A T

IO

N A L

P

K W

Y

1#6

2#6

1#6

R

Y

G

Y

G

R

Y

G

Y

G

P

R

Y

G

Y

G

R

Y

G

Y

G

3 #

Y

R

G

M

MEACHAM ROAD

EX. INTERCONNECT TO

EX. TRACER CABLE

PLUM GROVE ROAD

EX. INTERCONNECT TO

EX. TRACER CABLE

R Y GR Y G

RYG

YG

P

R Y G

3#20

R Y G

Y G

YR G5

M

R

Y

G

Y

G

R

Y

G

Y

G

77 7

R

Y

G

Y

G

R

Y

G

Y

G

Y

R

G

5RYG

3#20

RYG

YG

Y RG

RYG RYG

R Y G

Y G 7

P M

P

M

EXISTING CONTROLLER SEQUENCE

PEDESTRIAN PHASE

OVERLAP

PROTECTED PHASE

PROTECTED/PERMITTED PHASE

LEGEND:

OL

1+ 8 =D

7+ 6 =C

5+ 4 =B

3+ 2 =A

LETTER

OVERLAP

PHASE

PERMISSIVE

PHASE

PROTECTED

PHASE DESIGNATION:

RIGHT TURN OVERLAP

4 7

OL

B

D

OL

OL

C

A

OL

N A

T I O

N

P K

W Y

(HIGGINS RD)

IL RTE 72

N A

T I O

N

W Y

(HIGGINS RD)

IL RTE 72

C

D

C

D

CD

CD

C

D

C D

C

D

3 2 2 3

P

P

16SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

AND EMERGENCY VEHICLE PREEMPTION SEQUENCE

CABLE PLAN, PHASE DESIGNATION DIAGRAM,

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

180009-Sht_Cable72National.dgn

NONE6/21/2024 30

PROPOSED CONTROLLER SEQUENCE

4 7

OL

B

D

OL

OL

C

A

OL

N A

T I O

N

W Y

(HIGGINS RD)

IL RTE 72

PREEMPTION SEQUENCE

EMERGENCY VEHICLE

P

ELECTRICAL SERVICE REQUIREMENTS

TRAFFIC SIGNAL

CONTROLLER

WATTAGE

UNIT

SIGNAL HEAD

4-SECTION

5-SECTION

PROGRAMMABLE 3-SECTION

4-SECTION

5-SECTION

PEDESTRIAN SIGNAL

MASTER CONTROLLER

UPS

DETECTION RADAR OR VIDEO

BLANK-OUT SIGN

NETWORK SWITCH

CELLULAR MODEM

WATTAGE

TOTAL

TOTAL UPS SIZING

UPS CHARGING

BATTERY HEATER MAT

CABINET HEATER

FLASHER

LED STREET NAME SIGN

LUMINAIRE

QUANTITYEQUIPMENT TYPE

1 OR 3-SECTION

25 25

TOTAL SERVICE WIRE SIZING

II OR III

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

APS

APS

APS

APS

APS

APS

APS

T S

S

H T

N

O

C

D

P

P

2 3

APS

ENERGY COSTS TO:

VILLAGE OF SCHAUMBURG

ENERGY SUPPLY: CONTACT:

PHONE:

COMPANY:

ACCOUNT NUMBER:

SCHAUMBURG, IL 60196

101 SCHAUMBURG COURT

NEW BUSINESS DEPARTMENT

(866) 639-3532

17470-91006

COMED

---METER NUMBER:

ONTO EXISTING CABINET

ATTACH ELECTRIC METER

(SYSTEM) DETECTORS

INTERSECTION AND SAMPLING

(SYSTEM) DETECTORS

INTERSECTION AND SAMPLING

714 S. Plum Grove Road

Department of Engineering and Public Works

ECON 84

TS 21955

17SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

SCHEDULE OF TRAFFIC SIGNAL QUANTITIES

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

180009-Sht_Qty72National.dgn

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

Civil & Structural Engineers . Land Surveyors . Environmental Services

ELGIN . SPRINGFIELD . CRYSTAL LAKE . MT CARMEL

T S

S

H T

N

O

SCHEDULE OF QUANTITIES

714 S. Plum Grove Road

Department of Engineering and Public Works

18SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

180009-Sht-Standards-72National.dgn

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

19SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

20SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

21SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

22SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

23SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

24SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

25SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

26SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

27SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

28SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

IDOT HIGHWAY STANDARDS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

714 S. Plum Grove Road

Department of Engineering and Public Works

29SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

TYPICAL PAVEMENT MARKINGS

IDOT DISTRICT 1

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION

NOT TO SCALE

PAVER BRICK CONCRETE EDGE BAND

12" WIDE

CONCRETE EDGE BAND

PAVER CROSS-SECTION DETAIL (TYPICAL)

PAVER LAYOUT DETAIL

CURB AND GUTTER

12" x 12" CHARCOAL PAVER (TYP.)

12" x 12" CONCRETE PAVER (TYP.)

6" x 12" CONCRETE PAVER (TYP.)

6" x 6" BROWN PAVER (TYP.)

DETECTABLE WARNINGS

NORTHWEST CORNER

UNDERLAYMENT

4" PCC

BASE

3/4" SAND LEVELING

AND GUTTER

DEPRESSED CURB

SUB-GRADE

COMPACTED

GRANULAR BASE

4" COMPACTED

DOMES

TRUNCATED

TRANSITIONS INTO SIDE CURB

CONCRETE EDGE BAND

VILLAGE OF SCHAUMBURG

Schaumburg, IL. 60193-7806

714 S. Plum Grove Road

Department of Engineering and Public Works

30SCALE:

NUMBER

SHEET

SHEETS

TOTAL

DESCRIPTIONDATENO.DESCRIPTIONDATENO.

REVISIONS

CONSTRUCTION DETAILS

DRAWN:

CHECKED:

DESIGNED:

DATE:

FILE:

PROJECT NUMBER:NAH

JAM

NAH

NONE6/21/2024 30

Hampton, Lenzini and Renwick, Inc.

www.hlrengineering.com

184.000959 ILLINOIS PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION