plot of default - kane county dot - qualifications based ... f.a.p. wce scale: sheet no. of sheets...

RANDALL ROAD AND BRICHER ROADTRAFFIC SIGNAL MODIFICATION PLAN

141+00

312

+00

313

314

311

142

143

144

140

139

SHELTERBUS

V

H

V

V

EUPS

(220’-E-2")

SCALE: 1" =

4010

40’

0 20

(253’-E-2")

RANDALL

ROAD

EXIST. R.O.W.

EXIST. R.O.W.

BRIC

HER

RO

AD

(18’-E-2�")

SAMPLING (SYSTEM) DETECTORSEXIST. INTERSECTION AND

WILLIAMSBURG STREETEXISTING INTERCONNECT TO

(26’-E-2�")

(18’-E-2�")

(95’-E-4")

(43’-E-2�")

(12’-E-2�")

(146’-E-4")

IL ROUTE 38EXIST. INTERCONNECT TO

(5’-E-(2) 4")

(12’-E-2")

(32’-E-2�")

(18’-E-2")

(140’-E-4")

(18’-E-2�")

(40’-E-2�")12’

12’

12’

12’

11’

12’

12’

12’

12’

12’12’12’

12’12’12’12’

150’

EXIST. 14’ POST

EXIST. 26’ COMB. MA


EXIST. 16’ POST



R

A

RMF

R

R

R

R

RL

RL

RL

R

R

R R RRL

RRL

RL

R

R

R

R

RL

RMF

RMF

A

(1) EACHDRILL EXISTING HANDHOLE

R R

R

RLR

RMF

R

R

A

EXIST. 10’ POST

1

2

AGENCY:

SIGNAL SPECIFICATIONS.

ALL EQUIPMENT TO BE RETURNED TO THE LISTED AGENCY AS PER THE TRAFFIC

BELOW. THE CONTRACTOR SHALL SAFELY STORE AND ARRANGE FOR PICK UP OF

THE CONTRACTOR AND SHALL REMAIN THE PROPERTY OF THE AGENCY LISTED

THE FOLLOWING EXISTING TRAFFIC SIGNAL EQUIPMENT SHALL BE REMOVED BY

CONTRACT BID PRICE.

SALVAGE VALUE OF THE REMOVED EQUIPMENT SHALL BE REFLECTED IN THE

DISPOSED OF BY THEM OUTSIDE THE RIGHT-OF-WAY AT THEIR EXPENSE. THE

THE FOLLOWING ITEMS SHALL BE REMOVED BY THE CONTRACTOR AND SHALL BE

KANE COUNTY DIVISION OF TRANSPORTATION

A

MAST ARM AND POLE

PROP. 66’ COMB.

MAST ARM AND POLE

PROP. 74’ COMB.

87’

111’

74’

1

2

2

2

2

3"

15’-UC

(1) EACH

DRILL EXISTING HANDHOLE

3"

37’-UC

(1) EACH


(1) EACH


MAST ARM AND POLE

PROP. 42’ COMB.

MAST ARM AND POLE

PROP. 64’ COMB.

3"

45’-UC

3"

45’-UC

EXIST. 10’ POST

RESTORATION OF WORK AREA

SPECIFICATIONS 252 AND 250 RESPECTIVELY.

FIELDS SHALL BE SEEDED IN ACCORDANCE WITH STANDARD

REPLACED WITH AN APPROVED SOD, AND ALL DAMAGE TO UNMOWED

PLACED IN KIND. ALL DAMAGE TO MOWED LAWNS SHALL BE

AS SHOULDERS, MEDIANS, SIDEWALKS, PAVEMENT, ETC. SHALL BE

COMPENSATION SHALL BE ALLOWED. ALL ROADWAY SURFACES SUCH

CONDUIT, HANDHOLE, TRENCH AND BACKFILL, ETC., AND NO EXTRA

INCIDENTAL TO THE RELATED PAY ITEM SUCH AS FOUNDATION,

RESTORATION OF THE TRAFFIC SIGNAL WORK AREA SHALL BE

36" DIA. FOUNDATION

EX SIDEWALK

42" DIA. FOUNDATION

42" DIA. FOUNDATION

R

R

42" DIA. FOUNDATION

93’

COMPANIES, LOCAL GOVERNMENT AGENCIES AND IDOT.4. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH UTILITY

RESIDENT ENGINEER BEFORE ORDERING MATERIALS. COORDINATE ANY CONFLICTS WITH THE UTILITY COMPANIES AND THE LOCATIONS FOR OVERHEAD UTILITY CONFLICTS. THE CONTRACTOR SHALL 3. THE CONTRACTOR SHALL CHECK THE PROPOSED TRAFFIC SIGNAL EQUIPMENT

LOCATIONS OF BURIED UTILITIES (48 HOURS NOTIFICATION REQUIRED). IN THE CITY OF CHICAGO CONTACT DIGGER AT (312) 744-7000 FOR FIELD LOCATES. THE CONTRACTOR SHALL CALL ’JULIE’ AT (800) 892-0123 OR 811, FACILITIES, CONTACT THE LOCAL COUNTIES, MUNICIPALITIES AND IDOT FOR ENFORCEMENT CAMERA SYSTEM FACILITIES AND IDOT UNDERGROUND FOR LOCATIONS OF UTILITIES, LOCALLY OWNED EQUIPMENT, LEASED CONTRACTOR BEFORE ORDERING ANY MATERIALS AND STARTING ANY WORK. 2. THE EXACT LOCATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY THE

ARM FOUNDATIONS AND VERIFYING THE MAST ARMS LENGTHS. AND BEGINNING CONSTRUCTION. THIS SHALL INCLUDE LOCATING THE MAST AND CONDITIONS EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS1. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL DIMENSIONS

GENERAL NOTES:

(10’-E-2")

(4’-E-2")

EXIST. 10’ POST

EXIST. 10’ POST

BE INCLUDED IN RELOCATE VIDEO VEHICLE DETECTION SYSTEM.

EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS WORK SHALL

PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING NECESSARY

EQUIPMENT AS SPECIFIED ON THE PLANS AND PROJECT SPECIFIED

THE CONTRACTOR SHALL RELOCATE THE EXISTING VIDEO DETECTION

BE INCLUDED IN RELOCATE LIGHT DETECTOR.




THE CONTRACTOR SHALL RELOCATE THE EXISTING LIGHT DETECTOR

CONSTRUCTION NOTES:

EXIST. 14’ POST

EXIST. 10’ POST

(25’-E-2�")

(15’-E-2")

(23’-E-2")

EXIST. 10’ POST

(3’-E-2")

RL

2 EACH PEDESTRIAN PUSH-BUTTON

2 EACH PEDESTRIAN SIGNAL HEAD, 1-FACE

4 EACH STEEL COMBINATION MAST ARM AND POLE

2 EACH SIGNAL HEAD, 2-FACE, 1-3 SECTION, 1-5 SECTION

2 EACH SIGNAL HEAD, 2-FACE, 3 SECTION

2 EACH SIGNAL HEAD, 1-FACE, 5-SECTION


V

V

V

V

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_BRICHER.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE

SHEET NO. OF SHEETS STA. TO STA. SCALE: ILLINOIS FED. AID PROJECT

__ __

KANEFPB

1

FEBRUARY 2013

1" = 40’CONTRACT NO. XXXXX

XXX XXX

V

V

V

V

7

5

5 732

55

5

5

1

1

2

3

2

1

1

1

RANDALL

ROAD

RO

AD

S

C

P

P

P

P

P P M

M

MA

M

EUPS

12

LEGEND

OVERLAP

*

OL

74

* PEDESTRIAN PHASE

*

3 8

1

6

5

2

C

4

*

B

OL

DUAL ENTRY PHASE

ROAD

RO

AD

SINGLE ENTRY PHASE

ASSOCIATED PHASE

NUMBER REFERS TOLO

BRIC

HE

R

RANDALL

OVERLAP PERMISSIVE PROTECTED

LETTER PHASE PHASE

A = 4 + 5

RIGHT TURN OVERLAP PHASE DESIGNATION

MOVEMENT

3 4

6

5

4

3

EMERGENCY

VEHICLE

PREEMPTOR

RO

AD

ROAD

3

5

4

6

BRIC

HE

R

RANDALL

5

RANDALL ROAD AND BRICHER ROADDIAGRAM AND EMERGENCY VEHICLE PREEMPTION SEQUENCESCHEDULE OF QUANTITIES, CABLE PLAN, PHASE DESIGNATION

CABLE PLAN

24F

24F

BRIC

HER

NO. 6

N.T.S.

2#10

2#10

2#10

TO IL ROUTE 38

EXISTING INTERCONNECT

R Y G

R Y G

R Y G

R Y G

Y G7

V

5

5

5

5 5 5 V

3#20

3

R

Y

G

R

Y

G

R

Y

G

RYG

RYG

RYG

RYG

5

5

5

5

3#20

3

V

R

Y

G

R

Y

G

R

Y

G

5 5 52#10

V

NO. 6

SAMPLING (SYSTEM) DETECTORS

EXISTING INTERSECTION AND

NO. 6

R

Y

G

Y

G

7

NO. 14

TRACER CABLE

WILLIAMSBURG AVENUE

EXISTING INTERCONNECT TO

NO. 14

TRACER CABLE

TYPE

ELECTRICAL SERVICE REQUIREMENTS

TRAFFIC SIGNAL INSTALLATION

I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:

ENERGY SUPPLY: CONTACT:

NO. OF LAMPS x

WATTAGE

x % OPERATIONINCAND. LED

TOTAL =

500.0

17

25

15

12

25

204.0

33.6

50.0

24

14

14

- 1.00

100.0

-

28

2

1

-

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

87.5

52.5

ENERGY COSTS TO:

LUMINAIRE 4


ST. CHARLES, IL 60175

41W011 BURLINGTON ROAD

MIKE WIDHALM

(847) 608-2376

COMED

250

1 1.0025 25.0UPS

12 - - 0.30 FYA SECTION

0.50

PTZ CAMERA

-

1 150 1.00 150.0VIDEO DETECTIONR Y GRYG

R

Y

G

R

Y

G

RYG R Y G

Y G

R

Y

G

Y

G

R

Y

G

CABLES AS PER PLAN

NUMBER OF GROUND

NO. 6

CONTROLLER SEQUENCE

PHASE DESIGNATION DIAGRAM

- -

1202.6

1

2

1

2

2

2

2

RYG

5

D

C

RL

RL

RL

RL

RL

RL

D

C

DC

D C

32 3 2

D

C 3

2

D C

D

C

23

3

2











CONSTRUCTION NOTES:

B = 6 + 7

EXISTING EMERGENCY VEHICLE PREEMPTION SEQUENCE

EXISTING EMERGENCY VEHICLE PREEMPTORS

MOVEMENT

3 4

6

5

4

3

EMERGENCY

VEHICLE

PREEMPTOR

RO

AD

ROAD

3

5

4

6

BRIC

HE

R

RANDALL

5 6

PROPOSED EMERGENCY VEHICLE PREEMPTION SEQUENCE

PROPOSED EMERGENCY VEHICLE PREEMPTORS

3

3#20

1

RL RL

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_BRICHER.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE

SHEET NO. OF SHEETS STA. TO STA. SCALE: ILLINOIS FED. AID PROJECT__ __

KANEFPB

2

FEBRUARY 2013


XXX XXX

RANDALL ROAD AND PRAIRIE STREETSIDEWALK IMPROVEMENT PLAN

550

+00

549

+00

551+00

72+0071+00 70+00

69+0073+0074+0075+00

548

+00

552

+00

SCALE: 1" =

4010

40’

0 20

RANDALL ROAD

PRAIRIE

STREET

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

12’

12’

12’

117’

117’

12’

12’

12’

80’

12’12’12’

12’12’

PCC SIDEWALK, 5" = 181 SQ. FT.

SIDEWALK REMOVAL = 181 SQ. FT.

COMB. C&G, TYPE B (SPL) = 27 FT.

COMB. C&G REMOVAL = 27 FT.

W/ DETECTABLE WARNINGS = 30 SQ. FT.

ADA COMPLIANT SIDEWALK RAMP











EXIST. R.O.W.























WHITE, 6" @ 6’ C-C, = 174 SQ. FT.

MODIFIED URETHANE PAVEMENT MARKING LINE,

REMOVE EX PAVEMENT MARKING = 87 SQ. FT.

WHITE, 6" @ 6’ C-C, = 166 SQ. FT.



WHITE, 6" @ 6’ C-C, = 154 SQ. FT.



SIDEWALK MODIFICATION LEGEND:

PROPOSED PCC SIDEWALK, 5 INCHES

PROPOSED DETECTABLE WARNINGS

REMOVE AND REPLACE CONCRETE CURB AND GUTTER

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\REM_PRAIRIE.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

7

FEBRUARY 2013


XXX XXX

MATC

H LIN

E STA. 69+

44

MATC

H LIN

E STA. 69+

44

RANDALL ROAD AND PRAIRIE STREETTRAFFIC SIGNAL MODIFICATION PLAN

550

+00

549

+00

551+00

72+0071+00 70+0073+0074+0075+00

552

+00

EUPS

SCALE: 1" =

4010

40’

0 20

RANDALL ROAD

PRAIRIE

STREET

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

(255’-E-2")

(35’-E-2�")

(18’-E-1�")

(5’-E-(2) 4")

(23’-E-2")

(103’-E-4")

(30’-E-2�")

(50’-E-2")

(43’-E-3")

(67’-E-3")

(10’-E-2�")

(10’-E-2�")

(170’-E-2")

(93’-E-4")

(65’-E-4")

(35’-E-2")

12’

12’

12’

117’

117’

12’

12’

12’

80’

12’12’12’

12’12’














1

2

PROP. 10’ POST

EXIST. 42’ MA

PROP. 54’ MAST ARM


EXIST. 26’ MA

EXIST. 16’ POST

49’

52’

66’

EXIST. 36’ MA


EXIST. 46’ MA

AGENCY:






CONTRACT BID PRICE.




R

R

RLRL

RL

RMF RL

RL

RMF

R R

R

R

R

RL

RL

R

RL

R

R R

RMF

PROP. 16’ POST

RL

RL

3"

20’-UC 2�"

8’-UC

3"

28’-UC

3"

18’-UC

2�"

28’-UC


EXISTING INTERCONNECT TO IL 38

3

PROP. PED PB POST, TYPE A

PROP. PED PB POST, TYPE A

PROP. 10’ POST

RL

(1) EACH


30" DIA. FOUNDATION

2�"

19’-UC

36" DIA. FOUNDATION2�"

24’-UC

36" DIA. FOUNDATION

2�"

25’-UC

53’

3

3

3





GENERAL NOTES:

2

1

1

1

A

30" x 36"

LEFT TURN

YIELDON FLASHING

YELLOW

ARROW

SIGN A

A

A

A

A

A

A

B

Prairie St

SIGN B

STREET NAME SIGN DETAIL SHEET FOR DIMENSIONSREFER TO THE DISTRICT 1 MAST ARM MOUNTED

1-REQUIRED

8-REQUIRED

A

1 EACH SIGNAL HEAD, 2 FACE, 2-5 SECTION

1 EACH SIGNAL HEAD, 2 FACE, 1-3 SECTION, 1-5 SECTION

7 EACH SIGNAL HEAD, 1 FACE, 5 SECTION


RELOCATE LIGHT DETECTOR.

NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS WORK SHALL BE INCLUDED IN

THE PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING

THE CONTRACTOR SHALL RELOCATE THE EXISTING LIGHT DETECTOR EQUIPMENT AS SPECIFIED ON

PEDESTRIAN PUSH-BUTTON.

TO ELIMINATE DUAL CALL PUSHBUTTON OPERATION SHALL BE INCIDENTAL TO THE PAY ITEM

EACH PEDESTRIAN PUSH-BUTTON SHALL CALL ONLY ONE PHASE, ALL WIRING COSTS NECESSARY

CONTROLLER CABINET.

CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST OF MODIFY EXISTING

LABOR, MATERIALS, LOAD SWITCHES, SOFTWARE, MMUs, CABINET WIRING, HARDWARE, AND

AS SHOWN ON THE PLAN, INCLUDING THE FLASHING YELLOW ARROW PHASE. ALL NECESSARY

THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE PROPOSED SEQUENCE

PEDESTRIAN SIGNAL HEADS AND PUSHBUTTON SHALL BE RELOCATED AS SHOWN ON THE PLANS.

CONSTRUCTION NOTES:

4

4

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_PRAIRIE.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

8

FEBRUARY 2013


XXX XXX

69+00

RANDALL ROAD

EXIST. R.O.W.

EXIST. R.O.W.

(60’-E-2")

TO OAK STREETEXISTING INTERCONNECT

117’

RANDALL ROAD AND PRAIRIE STREETDIAGRAM AND EMERGENCY VEHICLE PREEMPTION SEQUENCESCHEDULE OF QUANTITIES, CABLE PLAN, PHASE DESIGNATION

LEGEND

OVERLAP

*

OL

74

* PEDESTRIAN PHASE

*

3 8

1

6

5

2

D

4

DUAL ENTRY PHASE

ROAD

ASSOCIATED PHASE

NUMBER REFERS TO

L

O

PR

AIRIE

RANDALL


EXISTING CONTROLLER SEQUENCE

EXISTING PHASE DESIGNATION DIAGRAM


LETTER PHASE PHASE

D = 8 + 1

MOVEMENT

3 4

4

3

4

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

PR

AIRIE

RANDALL

ST

RE

ET

2 2

2

3

2

2

2 2 21

2

1

1

1EUPS

2

2

1

1

2

M

M

MP

M

NO. 14

TRACER CABLE

NO. 14

TRACER CABLE

NO. 6

NO. 6

NO. 6

NO. 6

PR

AIRIE

ST

RE

ET

CABLE PLAN

PR

AIRIE

24F

24F

N.T.S.

(SYSTEM) DETECTORS

EXIST. INTERSECTION SAMPLING

TO IL RTE 38

EXIST. INTERCONNECT

G

Y

Y

R R

Y

G

7 5 7

R Y G

7

5

R Y G5

R

Y

G

R

Y

G G

Y

Y

R

5

2

27

7 3

G Y Y RRYG

7

3#20

3

5

RYG

5

LEGEND

OVERLAP

*

OL5

2 * PEDESTRIAN PHASE

*

1

6

74

3 8

2

6

4 8

*

DUAL ENTRY PHASE


ROAD

SINGLE ENTRY PHASE

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL

PR

AIRIE

ST

RE

ET

FY

AF

YA

7

P

2 3

P

3

3

2

PROPOSED CONTROLLER SEQUENCE

FYA

FYA FYA

FLASHING YELLOW ARROW

GYYR

R

Y

G

Y

G

73

5 3#20

32 7

TYPE



I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:


NO. OF LAMPS x

WATTAGE


TOTAL =

-

17

25

15

12

25

144.5

24.00

200.00

17

9

9

- -1.00

100.00

20

8

1

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

56.25

33.75

612.3

ENERGY COSTS TO:

ILLUM SIGN - 0.05




MIKE WIDHALM

(847) 608-2376

COMED

25

VIDEO SYSTEM 150

1 1.0025 25.00UPS

8 12 0.30 28.80FYA SECTION

TO OAK STREET

EXISTING INTERCONNECT

6

8

2

P

2

D

C

DC

D C

D

C

D

C

D C

3

DC

D

C

2

P

P

G Y Y R

R

Y

G

Y

G

G

Y

Y

R

GYYR

3

G

Y

Y

R

7

3

3

3

D

L

O1

1

1

1

2

MOVEMENT

3 4

6

5

4

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

3

5

RANDALL

5

6

4

6

PR

AIRIE

ST

RE

ET

3

3#20

3

3#20

RL

RL

RL

RL

RL

RL

RL

RL

VEHICLE PREEMPTION SEQUENCEEXISTING EMERGENCY

VEHICLE PREEMPTION SEQUENCEPROPOSED EMERGENCY

RANDALL ROAD

RELOCATE LIGHT DETECTOR.


THE PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING


PEDESTRIAN PUSH-BUTTON.

TO ELIMINATE DUAL CALL PUSHBUTTON OPERATION SHALL BE INCIDENTAL TO THE PAY ITEM

EACH PEDESTRIAN PUSH-BUTTON SHALL CALL ONLY ONE PHASE, ALL WIRING COSTS NECESSARY

CONTROLLER CABINET.

CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST OF MODIFY EXISTING





CONSTRUCTION NOTES:

1

2

3

4

4RL

RL

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_PRAIRIE.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

9

FEBRUARY 2013


XXX XXX

RANDALL ROAD AND OAK STREETSIDEWALK MODIFICATION PLAN

448

449

450

58

451

61 60 5957

56 55

RANDALLROAD

STREET

127’

155’

12’

12’

12’

12’

12’12’

12’12’12’

66’

SCALE: 1" =

4010

40’

0 20











12’

12’



































104’





Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\REM_OAK.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

10

FEBRUARY 2013


XXX XXX

MATC

H LIN

E STA. 55+

30

MATC

H LIN

E STA. 55+

30

RANDALL ROAD AND OAK STREETTRAFFIC SIGNAL MODIFICATION PLAN

448

449

450

58

451

61 60 5957

56

V

V

V

V

RANDALLROAD

STREET

OA

K

PRAIRIE STREETEXIST. INTERCONNECT TO

(22’-E-2")

(9’-E-2�")

(6’-E-3")

(111’-E-4")

(12’-E-2�")

(6’-E-3")

IL ROUTE 64EXIST. INTERCONNECT

(150’-E-(2) 4")

(12’-E-2�")

(10’-E-2�")

(115’-E-4")

(10’-E-3�")

(5’-E-(2) 4")

(20’-E-2")

127’

155’

12’

12’

12’

12’

12’

12’

12’

12’12’

12’12’12’

66’

SCALE: 1" =

4010

40’

0 20














EXIST. 16’ POST

1

2

PROP. 10’ POST

R

R

RL

RL

RL

R

RR

RMF

R

R

R R

RL


EXIST. 16’ POST

EXIST. 50’ MAST ARM

R

R

R RR

RRL

R

R

R

RL

R

R

RMF

EXIST. 16’ POST

PROP. 10’ POST

RR

RR

R

RL

RMF

R

50’

73’

83’

98’

EXIST. 24’ MA

R

R

R

AGENCY:






CONTRACT BID PRICE.




EXIST. 34’ MA

EXIST. 50’ DUAL MA


2�"

20’-UC

3"

23’-UC

3"

15’-UC

3"

7’-UC

3"

9’-UC

2�"

5’-UC

3"

10’-UC

2

3

MAST ARM AND POLEPROP. 54’ COMB.




42" DIA. FOUNDATION

PEDESTRIAN PUSH-BUTTON POST, TYPE A

RMF

2�"

6’-UC

36" DIA. FOUNDATION


42" DIA. FOUNDATIONR

R

36" DIA. FOUNDATION

36" DIA. FOUNDATION

RR





GENERAL NOTES:

104’

1

1

1

1

3

RL

30" x 36"

LEFT TURN

YIELDON FLASHING

YELLOW

ARROW

SIGN A

8-REQUIRED

A

A

A

A

A

A

A

A

DETECTOR.

EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS WORK SHALL BE INCLUDED IN RELOCATE LIGHT

PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING NECESSARY

THE CONTRACTOR SHALL RELOCATE THE EXISTING LIGHT DETECTOR EQUIPMENT AS SPECIFIED ON THE

PUSH-BUTTON.

ELIMINATE DUAL CALL PUSHBUTTON OPERATION SHALL BE INCIDENTAL TO THE PAY ITEM PEDESTRIAN

EACH PEDESTRIAN PUSH-BUTTON SHALL CALL ONLY ONE PHASE, ALL WIRING COSTS NECESSARY TO

INCLUDED IN THE COST OF MODIFY EXISTING CONTROLLER CABINET.

SWITCHES, SOFTWARE, MMUs, CABINET WIRING, HARDWARE, AND CONTROLLER PROGRAMMING SHALL BE

ON THE PLAN, INCLUDING THE FLASHING YELLOW ARROW PHASE. ALL NECESSARY LABOR, MATERIALS, LOAD

THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE PROPOSED SEQUENCE AS SHOWN

WORK SHALL BE INCLUDED IN RELOCATE VIDEO VEHICLE DETECTION SYSTEM.

ALL COSTS PERTAINING TO ACQUIRING NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS

THE CONTRACTOR SHALL RELOCATE THE EXISTING VIDEO DETECTION EQUIPMENT ACCORDING TO THE PLANS.

CONSTRUCTION NOTES:

4

4

4

7 EACH PEDESTRIAN PUSHBUTTONS



3 EACH STEEL COMB. MAST ARM

1 EACH STEEL COMB. DUAL MAST ARM




V

V

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_OAK.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

11

FEBRUARY 2013


XXX XXX

55

157’

12’

12’

RANDALL ROAD

LEGEND

OVERLAP

*OL

74

* PEDESTRIAN PHASE

*3 8

1

6

5

2

C

4

DUAL ENTRY PHASE

ROAD

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL





LETTER PHASE PHASE

B = 4 + 5

MOVEMENT

3 4

4

3

4

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

RANDALL

ST

RE

ET

OA

K

ST

RE

ET

6

8

2

B

L

O

OL

OA

K

C = 6 + 7

RANDALL ROAD AND OAK STREETDIAGRAM AND EMERGENCY VEHICLE PREEMPTION SEQUENCESCHEDULE OF QUANTITIES, CABLE PLAN, PHASE DESIGNATION

74

3 8

1

6

5

2

C

4

RANDALL


PROPOSED PHASE DESIGNATION DIAGRAM

OA

K

ST

RE

ET

6

8

2

B

L

O

OL

ROAD

LEGEND

OVERLAP

*

OL

* PEDESTRIAN PHASE

*

DUAL ENTRY PHASE

ASSOCIATED PHASE

NUMBER REFERS TO

FLASHING YELLOW ARROW

FYAFYA

FYA

FY

AF

YA

*

MOVEMENT

3 4

6

4

5

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

3

4

RANDALL

5

6

5

6

OA

K

ST

RE

ET

V

3 2

STREET

GYYRR Y G5

R Y G5

R Y G

Y G

2#10

3

7

3#20

V

3

2

7

7 7

G

Y

Y

R

R

Y

G

Y

G

D

C

DC

1

RLM

P

RANDALL

V

V

3

1

1

1

NO. 6TRACER CABLE

TRACER CABLE

TO PRAIRIE STREETEXIST. INTERCONNECT

M

MP

OA

K

CABLE PLAN

24F

24F

RYG

5

2#10

V

2

3

G

Y

Y

R

75

R

Y

G

R

Y

G

Y

G

7V 73 2

P

2

7

32#10

2

D

C

D C

G

Y

Y

R

DC

D

C

GYYR

TO IL RTE 64EXIST. INTERCONNECT

P

3

1

1

RL

RL

3

3#20

ROAD

V

1

EUPS

NO. 6

1

2

P

S

C

NO. 6

N.T.S.

2#10

R

Y

G

53

3#20

R

Y

G

5 V 2

G Y Y R

R Y G

Y G 7

7

G Y Y R 7

RYG

5

M

D C

D

C3

2

M

2

3

3

1

3

3#20

RL

1

NO. 6P

G

Y

Y

R

7

TYPE



I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:


NO. OF LAMPS x

WATTAGE


TOTAL =

500.00

17

25

15

12

25

28.80

200.00

1 150.001.00

100.00

-

24

8

1

-

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

LUMINAIRE 4




MIKE WIDHALM

(847) 608-2376

COMED

250

1 1.0025 25.0UPS

12 28.80 8 0.30 FYA SECTION

150

0.50

VIDEO DETECTION

-

ENERGY COSTS TO:

19

11

11

161.50

68.75

41.25

1303.85



1

2

3

4

THIS WORK SHALL BE INCLUDED IN RELOCATE LIGHT DETECTOR.SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THE CONTRACTOR SHALL RELOCATE THE EXISTING LIGHT DETECTOR EQUIPMENT AS SPECIFIED ON THE PLANS AND PROJECT

PUSHBUTTON OPERATION SHALL BE INCIDENTAL TO THE PAY ITEM PEDESTRIAN PUSH-BUTTON.EACH PEDESTRIAN PUSH-BUTTON SHALL CALL ONLY ONE PHASE, ALL WIRING COSTS NECESSARY TO ELIMINATE DUAL CALL

CONTROLLER CABINET.

CABINET WIRING, HARDWARE, AND CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST OF MODIFY EXISTING INCLUDING THE FLASHING YELLOW ARROW PHASE. ALL NECESSARY LABOR, MATERIALS, LOAD SWITCHES, SOFTWARE, MMUs, THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE PROPOSED SEQUENCE AS SHOWN ON THE PLAN,

RELOCATE VIDEO VEHICLE DETECTION SYSTEM.

PERTAINING TO ACQUIRING NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS WORK SHALL BE INCLUDED IN THE CONTRACTOR SHALL RELOCATE THE EXISTING VIDEO DETECTION EQUIPMENT ACCORDING TO THE PLANS. ALL COSTS

CONSTRUCTION NOTES:

4

4

RL RL

RL

RL

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_OAK.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

12

FEBRUARY 2013


XXX XXX

RANDALL ROAD AND DEAN STREETSIDEWALK MODIFICATION PLAN

SCALE: 1" =

4010

40’

0 20

19 1817 16 15

20

251

250

249

248










SIDEWALK REMOVAL = 125 SQ. FT.W/ DETECTABLE WARNINGS = 20 SQ. FT.



















COMB. C&G REMOVAL = 20 FT. COMB. C&G, TYPE B (SPL) = 10 FT.
















ISLAND SURFACE REMOVAL & REPLACEMENT = 482 SQ. FT.

ISLAND SURFACE REMOVAL & REPLACEMENT = 608 SQ. FT.
























HMA SURFACE REMOVAL SPL = 8 SQ. YD.





REMOVE AND REPLACE ISLAND SURFACE

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\REM_DEAN.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

17

FEBRUARY 2013


XXX XXX

RANDALL ROAD AND DEAN STREETTRAFFIC SIGNAL MODIFICATION PLAN

MATC

H LIN

E STA. 19

+40

MATC

H LIN

E STA. 19+

40

19 1817 16 15

251

250

249

248

14

PTZ

V

V

V

RANDALL

ROAD

STREET

DEA

N

(60’-E-3")

(10’-E-2")

(148’-E-4")

(10’-E-2�")

(148’-E-(2) 4")

(5’-E-3")

(45’-E-3")

(5’-E-(2) 4")

(38’-E-2")

(22’-E-2")(150’-E-4")

(11’-E-2�")

(11’-E-3")

(212’-E-2")(98’-E-2")

SCALE: 1" =

4010

40’

0 20

(1) EACH


(1) EACH


(1) EACH


(1) EACH












1

2

EXIST. 10’ POST

EXIST. 16’ POST

EXIST. 16’ POST

EXIST. 38’ MA

R

R

R

RL

RL

RL

RMF

R

R

R R

RR

R

R

R

R

R

R

R

R

RRL

R

EXIST. 36’ MA

RR

R

R R

R

RLRL

R

R

RLRL

RL

RL

R

R

EXIST. 44’ MA

RMF

RMF

RMF

67’

81’

(15’-E-3")

PROP. 16’ POST

MAST ARM AND POLE

PROP. 60’ COMB.

MAST ARM AND POLE

PROP. 56’ COMB.

1

1

3

4

2

2

23

3"

18’-UC

2�"

13’-UC

3"

26’-UC


12’

12’

12’

12’

120’

EXIST. R.O.W.

EXIST. R.O.W.

160’

12’

12’

12’

12’

12’

12’

12’

98’

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

80’

12’

12’

12’

EXIST. 54’ MA

EXIST. 10’ POST

RED HAW LANEEXIST. INTERCONNECT TO

5

A

A

A

3�"

52’-UC

R

R

(1) EACH


42" DIA. FOUNDATION

R

R

2�"

9’-UCPED. PUSHBUTTON POST, TYPE A

R

R

42" DIA. FOUNDATION R

R

CONTRACT BID PRICE.




64’

54’

5

5

(20’-E-2�")


36" DIA. FOUNDATION





GENERAL NOTES:

INCIDENTAL TO THE PAY ITEM PEDESTRIAN PUSH-BUTTON.

NECESSARY TO ELIMINATE DUAL CALL PUSHBUTTON OPERATION SHALL BE

EACH PEDESTRIAN PUSH-BUTTON SHALL CALL ONLY ONE PHASE, ALL WIRING COSTS

INCLUDED IN THE COST OF MODIFY EXISTING CONTROLLER CABINET.

MMUs, CABINET WIRING, HARDWARE, AND CONTROLLER PROGRAMMING SHALL BE

ARROW PHASE. ALL NECESSARY LABOR, MATERIALS, LOAD SWITCHES, SOFTWARE,

PROPOSED SEQUENCE AS SHOWN ON THE PLAN, INCLUDING THE FLASHING YELLOW

THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE

PTZ CAMERA.

MATERIALS TO PERFORM THIS WORK SHALL BE INCLUDED IN RELOCATE EXISTING

ALL COSTS PERTAINING TO ACQUIRING NECESSARY EQUIPMENT, LABOR, AND

EQUIPMENT AS SPECIFIED ON THE PLANS AND PROJECT SPECIFIED PROVISIONS.

THE CONTRACTOR SHALL RELOCATE THE EXISTING PAN-TILT-ZOOM CAMERA

SYSTEM.

PERFORM THIS WORK SHALL BE INCLUDED IN RELOCATE VIDEO VEHICLE DETECTION

PERTAINING TO ACQUIRING NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO

SPECIFIED ON THE PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS

THE CONTRACTOR SHALL RELOCATE THE EXISTING VIDEO DETECTION EQUIPMENT AS

PERFORM THIS WORK SHALL BE INCLUDED IN RELOCATE LIGHT DETECTOR.

PERTAINING TO ACQUIRING NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO

AS SPECIFIED ON THE PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS

THE CONTRACTOR SHALL RELOCATE THE EXISTING LIGHT DETECTOR EQUIPMENT

CONSTRUCTION NOTES:

AGENCY:






30" x 36"

LEFT TURN

YIELD

ON FLASHING

YELLOW

ARROW

SIGN A

8-REQUIRED

A

A

A

A

A

A

A

A

8 EACH PEDESTRIAN PUSHBUTTON

2 EACH PEDESTRIAN SIGNAL HEAD, 3 FACE

6 EACH PEDESTRIAN SIGNAL HEAD, 1 FACE

3 EACH STEEL COMBINATION MAST ARM





1 V

PTZ

V

EUPS

V

V

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_DEAN.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

18

FEBRUARY 2013


XXX XXX

20

RANDALL ROAD

EXIST. R.O.W.

EXIST. R.O.W.

129’

12’

12’

12’

12’

IL ROUTE 64EXIST. INTERCONNECT TO

LEGEND

OVERLAP

*

OL

74

* PEDESTRIAN PHASE

*

3 8

1

6

5

2

4

DUAL ENTRY PHASE

ROAD

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL





LETTER PHASE PHASE

MOVEMENT

3 4

4

3

4

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

RANDALL


ST

RE

ET

DE

AN

ST

RE

ET

6

8

2

B

L

O

DE

AN

8

4

D

L

O

V

V

V

V

PT

Z

3

32

3

2

2

2

77

2

3

2

1

2

1

1

1

S

C

EUPS

RANDALL

ROAD

DEA

N

STREE

T

NO. 6

NO. 6

NO. 6

NO. 6

M

M

M

P

P

P

P

M

CABLES (GREEN)

(4) EACH NO. 6 GROUND

2

2

2

2

1

TO RED HAW LANE

EXIST. INTERCONNECT

TRACER CABLE

1

CABLE PLAN

TO IL RTE 64

EXIST. INTERCONNECT

TRACER CABLE

24F

24F

N.T.S.

3

2

3#20

3

5

7

GYYR

R Y G

V

5 R Y G

2#10

7 7

G

Y

Y

R

R

Y

G

Y

G

3#20

3

V

4#20

7

33

3

2

7 7

P

R

Y

G

5

G Y Y RRYG

3#20

3

5

RYG

5

7

2#10

V

2

3

V

5 7

G

Y

Y

R

R

Y

G

R

Y

G

Y

G

74

3 8

1

6

5

2

4

RANDALL


DE

AN

ST

RE

ET

6

8

2

B

L

O

8

4

D

L

O

ROAD


LEGEND

OVERLAP

*

OL

* PEDESTRIAN PHASE

*

DUAL ENTRY PHASE

ASSOCIATED PHASE

NUMBER REFERS TO

FYAFYA

FY

AF

YA

FYA FLASHING YELLOW ARROW

5

1

1

2

2

2

23

2 2

D

C

D

C

G

Y

Y

R

R

Y

G

Y

G

D

C

D

C

D

C

G Y Y R R Y G

D

C

D

C

D

C

G

Y

Y

R

R

Y

G

Y

G

D

C

D

C

D

C

GYYRRYG

D

C

22

P

733

2

75

2#10

3

C 3

1

2

3

4

RANDALL ROAD AND DEAN STREETAND EMERGENCY VEHICLE PREEMPTION SEQUENCE

CABLE PLAN, PHASE DESIGNATION DIAGRAM

4

5

5

5

2#10

33#20

RL

RL

RL

RL

RL

RL

RL

RL

PUSH-BUTTON.

OPERATION SHALL BE INCIDENTAL TO THE PAY ITEM PEDESTRIAN

WIRING COSTS NECESSARY TO ELIMINATE DUAL CALL PUSHBUTTON

EACH PEDESTRIAN PUSH-BUTTON SHALL CALL ONLY ONE PHASE, ALL

EXISTING CONTROLLER CABINET.

CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST OF MODIFY

LOAD SWITCHES, SOFTWARE, MMUs, CABINET WIRING, HARDWARE, AND

FLASHING YELLOW ARROW PHASE. ALL NECESSARY LABOR, MATERIALS,

THE PROPOSED SEQUENCE AS SHOWN ON THE PLAN, INCLUDING THE

THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT

WORK SHALL BE INCLUDED IN RELOCATE EXISTING PTZ CAMERA.

NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS

SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING

CAMERA EQUIPMENT AS SPECIFIED ON THE PLANS AND PROJECT

THE CONTRACTOR SHALL RELOCATE THE EXISTING PAN-TILT-ZOOM











CONSTRUCTION NOTES:

ROAD

RANDALL


ST

RE

ET

DE

AN

MOVEMENT

3 4

3

6

5

4

EMERGENCY

VEHICLE

PREEMPTOR


4

6

5

3

5

6

B = 4 + 5

D = 8 + 1

1

RLRL

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_DEAN_01.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

19

FEBRUARY 2013


XXX XXX

TYPE



I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:


NO. OF LAMPS x

WATTAGE


TOTAL =

500.0

17

25

15

12

25

170.0

28.8

300.0

20

12

12

1 100.01.00

100.0

-

24

12

1

-

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

75.0

45.0

1522.6

ENERGY COSTS TO:

LUMINAIRE 4




MIKE WIDHALM

(847) 608-2376

COMED

250

1 1.0025 25.0UPS

12 28.8 8 0.30 FYA SECTION

100

0.50

PTZ CAMERA

-

1 150 1.00 150.0VIDEO DETECTION

RANDALL ROAD AND DEAN STREETSCHEDULE OF QUANTITIES AND WATTAGE CHART

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_DEAN_02.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

20

FEBRUARY 2013


XXX XXX

RANDALL ROAD AND RED HAW LANE / OAK CREST CIRCLETRAFFIC SIGNAL MODIFICATION PLAN

0+001+001+002+00

H

H

EUPS

H

H

RANDALL ROAD

SCALE: 1" =

4010

40’

0 20

(245’-E-2")

(55’-E-2")

(5’-E-(2) 4") (62’-E-4")

(10’-E-2�")

(55’-E-2")

(30’-E-2�")

(52’-E-4")

(50’-E-4")

(22’-E-2�")

(5’-E-2�")

(60’-E-4")

(5’-E-2�")

(12’-E-2�")

(264’-E-2")

11’

11’

11’

11’

12’

12’

12’

12’

(10’-E-2�") (1) EACHDRILL EXISTING HANDHOLE












RED

HA

W

LANE

CIR

CLE

OA

K CREST

1

2

AGENCY:






CONTRACT BID PRICE.




R RR

R

R

R

RL

RL

RMF

R

RR

R

R

RL

RL

RMF

R

EX 26’ MA

EX 40’ MA

1

1

61’

55’

50’

57’

EXIST. 16’ POST

EXIST. 16’ POST

EXIST. 16’ POST

EXIST. 16’ POST

EXIST. 34’ MA

EXIST. 40’ MA


PROP. 44’ MAST ARM AND POLE

PROP. 52’ MAST ARM AND POLE

74’

14’

66’

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

DEAN STREET

EXIST. INTERCONNECT TO

CRANE ROAD

EXIST. INTERCONNECT TO3"

26’-UC

3"

33’-UC

36" DIA. FOUNDATION

36" DIA. FOUNDATION

(14’-E-2�")

(22’-E-4")

2 EACH STEEL MAST ARM

4 EACH SIGNAL HEADS, 1 FACE, 5 SECTION

8 EACH SIGNAL HEADS, 1 FACE, 3 SECTION

2

MODIFIED URETHANE PAVEMENT MARKING LINE, WHITE 24" = 22 FT.

REMOVE EXIST. PAVEMENT MARKING = 44 SQ. FT.





GENERAL NOTES:

43’

170’

86’

EXIST. R.O.W.

EXIST. R.O.W.

MODIFY EXISTING CONTROLLER CABINET.

CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST OF

LOAD SWITCHES, SOFTWARE, MMUs, CABINET WIRING, HARDWARE, AND

FLASHING YELLOW ARROW PHASE. ALL NECESSARY LABOR, MATERIALS,








CONSTRUCTION NOTES:

30" x 36"

LEFT TURN

YIELD

ON FLASHING

YELLOW

ARROW

SIGN A

4-REQUIRED

A

A

A

A

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_REDHAW.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

21

FEBRUARY 2013


XXX XXX

2

2 5 5

555 3 2

7

2

7

2

2

2

24F

1

EUPS

1 2

24F

1

CABLE PLAN

RANDALL

ROAD

RED

HA

W

LANE

CIR

CLE

OA

K CREST

M

M

M

M PP

P

P

1

1

1

NO. 6

NO. 6

NO. 6

TRACER CABLE

DEAN STREET

EXIST. INTERCONNECT

CRANE ROAD

EXIST. INTERCONNECT

TRACER CABLE

LEGEND

*

4

* PEDESTRIAN PHASE

8

1

6

5

2

DUAL ENTRY PHASE

ROAD

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL



MOVEMENT

3 4

4

3

4

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

RANDALL


NO. 6

C

S

*

RE

D

HA

W

LA

NE

OA

K

CR

ES

T

CIR

CL

E

RANDALL ROAD AND RED HAW LANE / OAK CREST CIRCLEDIAGRAM AND EMERGENCY VEHICLE PREEMPTION SEQUENCESCHEDULE OF QUANTITIES, CABLE PLAN, PHASE DESIGNATION

CABLES PER PLAN

NUMBER OF GROUND

N.T.S.

GYYR

7

3#20

3

5 R Y G

5 R Y G

5 R Y G

5

R

Y

G

R

Y

G

G Y Y RRYG

RYG

RYG

7

3#20

3

5

5

5

R

Y

G

3#20

R

Y

G

R

Y

G

*

4

*

8

1

6

5

2 ROAD

RANDALL



RE

D

HA

W

LA

NE

OA

K

CR

ES

T

CIR

CL

E

*

LEGEND

PEDESTRIAN PHASE

DUAL ENTRY PHASE

ASSOCIATED PHASE

NUMBER REFERS TO

FYAFYA


(SAMPLING) SYSTEM DETECTORS

EXISTING INTERSECTION AND

TYPE



I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:


NO. OF LAMPS x

WATTAGE


TOTAL =

-

17

25

15

12

25

136.0

9.6

-

16

12

12

- -1.00

100.0

-

8

-

1

-

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

75.0

45.0

405.0

ENERGY COSTS TO:

LUMINAIRE -




MIKE WIDHALM

(847) 608-2376

COMED

250

1 1.0025 25.0UPS

12 14.4 4 0.30 FYA SECTION

100

0.50

PTZ CAMERA

-

1

1

G Y Y R

R

Y

G

GYYR

1

2

2

CABINET.

CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST OF MODIFY EXISTING CONTROLLER




LIGHT DETECTOR.

EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS WORK SHALL BE INCLUDED IN RELOCATE

AND PROJECT SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING NECESSARY

THE CONTRACTOR SHALL RELOCATE THE EXISTING EVP EQUIPMENT AS SPECIFIED ON THE PLANS

CONSTRUCTION NOTES:

3ROAD

RANDALL


MOVEMENT

3 4

5

4

5

3

EMERGENCY

VEHICLE

PREEMPTOR


3

4

5

RE

D

HA

W

RO

AD

RL

RL

RL

RL

CIR

CL

EO

AK

CR

ES

T

LA

NE

RE

D

HA

W

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_REDHAW.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

22

FEBRUARY 2013


XXX XXX

RANDALL ROADGUARD RAIL REPLACEMENT

MATC

H LIN

E STA. 10

6+

25

MATC

H LIN

E STA. 10

6+

25

SCALE: 1" =

4010

40’

0 20

106

107108

109110

111

RANDALL ROAD

4’

4’

PROP. SHOULDER WIDENING EXIST. GUARDRAIL TO REMAIN IN PLACE (TYP.)

EXIST. GUARDRAIL TO REMAIN IN PLACE (TYP.)

EXIST. GUARDRAIL TO REMAIN IN PLACE (TYP.)EXIST. GUARDRAIL TO REMAIN IN PLACE (TYP.)

PROP. SHOULDER WIDENING

PROP. TRAF BAR TYPE1 SPL (FLR)

REMOVE EX GUARDRAIL = 50 FT.













Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\REM_CRANE_GuardRail.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

23

FEBRUARY 2013


XXX XXX

102103

104

105

CRA

NE RO

AD

4’

4’

RANDALL ROAD







RANDALL ROAD AND CRANE ROADTRAFFIC SIGNAL MODIFICATION PLAN

H

EUPS

H H

H

V

V

RANDALLROAD

SCALE: 1" =

4010

40’

0 20

RO

AD

CRA

NE

(8’-E-3")

(48’-E-3")

(28’-E-3")

120’-E-4"

86’-E-2�"

INTERCONNECT TO RED HAW LANE

(9’-E-3")

(104’-E-4")

(3’-E-2�")

(60’-E-2�")

(5’-E-(2) 4")

(14’-E-2")

(30’-E-(2) 4")

(3’-E-(2) 4"

(36’-E-(2) 4")

(13’-E-2�")

RED GATE ROADEXIST. INTERCONNECT TO

(18’-E-2�")

(4’-E-2�")

EXIST. R.O.W.

EXIST. R.O.W.

150’

12’

11’

11’

10’

10’

11’

11’

12’

18’16’

10’10’10’

150’

56’

EXIST. R.O.W.

EXIST. R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

56’

R

R

R

RLRL

R

RMF


MAST ARM AND POLE

PROP. 48’ COMB.

3"

15’-UC

R R

R

R

R

R

R

R

R

R R

A

RMF

RL

RL


EXIST. 36’ MA

EXIST. 14’ POST

EXIST. 14’ POST


3"

32’-UC

(1) EACH


(1) EACH


62’ 57’

EXIST. 14’ POST

EXIST. 30’ MA











AGENCY:






CONTRACT BID PRICE.




1

1

1


2 EACH STEEL COMBINATION MAST ARM



42" DIA. FOUNDATION

36" DIA. FOUNDATIN

R

R

R





MODIFIED URETHANE PVMT MARKING LINE, 6" WHITE = 70 FT.

PAVEMENT MARKING REMOVAL = 149 SQ. FT.

MODIFIED URETHANE PVMT MARKING LINE, 12" WHITE = 114 FT.





GENERAL NOTES:


HMA SURFACE REMOVAL, SPL = 7 SQ. YD.



IN RELOCATE VIDEO VEHICLE DETECTION SYSTEM.

EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS WORK SHALL BE INCLUDED

ACCORDING TO THE PLANS. ALL COSTS PERTAINING TO ACQUIRING NECESSARY

THE CONTRACTOR SHALL RELOCATE THE EXISTING VIDEO DETECTION EQUIPMENT

CONSTRUCTION NOTES:

V

V

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_CRANE.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

24

FEBRUARY 2013


XXX XXX

D C

DC

V

5 5 5

5

5

55

5

5

3 2

2

12

3

C

S

NO. 6NO. 6

1

1

1

1

NO. 6

NO. 6

NO. 6

NO. 6

36F

136F

1

M

M

M

M

P

P

P

TO RED HAW LANE

EXIST. INTERCONNECT

TRACER CABLE

TRACER CABLE

TO RED GATE ROAD

EXIST. INTERCONNECT

LEGEND

*

4

* PEDESTRIAN PHASE

8

1

6

5

2

DUAL ENTRY PHASE

ROAD

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL


*

* SINGLE ENTRY PHASE

CR

AN

E

RO

AD

RANDALL ROAD AND CRANE ROADDIAGRAM AND EMERGENCY VEHICLE PREEMPTION SEQUENCESCHEDULE OF QUANTITIES, CABLE PLAN, PHASE DESIGNATION

RANDALL

CRA

NE

RO

AD

ROAD

CABLE PLAN

N.T.S.

V

V

VR Y G

R Y G

R Y G

V

V

2#10

5

5

5

R

Y

G

R

Y

G

RYG

RYG

RYG

5

5

5

2#10

V

V

R

Y

G

R

Y

G

TYPE



I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:


NO. OF LAMPS x

WATTAGE


TOTAL =

250.0

17

25

15

12

25 50.0

- -1.00

100.0

-

2

1

-

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

ENERGY COSTS TO:

LUMINAIRE 2




MIKE WIDHALM

(847) 608-2376

COMED

250

1.0025 UPS

12 - - 0.30 FYA SECTION

100

0.50

PTZ CAMERA

-


1

1

1

1

1

IN RELOCATE VIDEO VEHICLE DETECTION SYSTEM.

EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS WORK SHALL BE INCLUDED

ACCORDING TO THE PLANS. ALL COSTS PERTAINING TO ACQUIRING NECESSARY

THE CONTRACTOR SHALL RELOCATE THE EXISTING VIDEO DETECTION EQUIPMENT

CONSTRUCTION NOTES:

R

Y

G

RYG R Y G

R

Y

G

5

R Y GRYG

EUPS

18 153.0

14 87.5

14 52.5

8 9.6

1 25.0

877.6

R Y G5

RYG

5


RL

RL

RL

RL

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_CRANE.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

25

FEBRUARY 2013


XXX XXX

RANDALL ROAD AND RED GATE ROADTRAFFIC SIGNAL MODIFICATION PLAN

MATC

H LIN

E STA. 12

+60

MATC

H LIN

E STA. 12+

60

10+0030

+00

11 12987

29

31

28

V

V

V

V

PTZ

RANDALL ROAD

SCALE: 1" =

4010

40’

0 20

RO

AD

(238’-E-2")

(24’-E-2�")

(13’-E-3")

85’-E-4"

(8’-E-2�")

(37’-E-3")

(131’-E-4")

(72’-E-2")

(30’-E-2�")

(20’-E-2")

23’-E-3"

(94’-E-4")

(48’-E-3")

(8’-E-2�")

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIS

T.

R.O.W. E

XIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

11’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’12’

RED

GATE

















RL

RL

RL

RL

R

R

R

RMF

R

RR

EXIST. 16’ POST

RR

RLRL R

RL

R

R

R

RL

RMF

RR

R

MAST ARM AND POLE

PROP. 38’ COMB.

RMF

RL

R

AGENCY:







R


EXIST. 16’ POST

RMF

R

EXIST. 16’ POST

72’

72’

113’

114’


EXIST. 16’ POST

1

1

1

1

IN THE CONTRACT BID PRICE.

THE SALVAGE VALUE OF THE REMOVED EQUIPMENT SHALL BE REFLECTED

BE DISPOSED OF BY THEM OUTSIDE THE RIGHT-OF-WAY AT THEIR EXPENSE.

THE FOLLOWING ITEMS SHALL BE REMOVED BY THE CONTRACTOR AND SHALL

169’

41’

91’

3"

27’-UC

3"

52’-UC

3"

43’-UC

3"

18’-UC

BOLCUM ROAD/RIDGEWOOD DR.INTERCONECT TO

CRANE ROADEXIST. INTERCONNECT TO

2

5’-E-2(4")

36" DIA. FOUNDATION

36" DIA. FOUNDATION

36" DIA. FOUNDATION

3


36" DIA. FOUNDATION

EXIST. 32’ COMB. MA COMPANIES, LOCAL GOVERNMENT AGENCIES AND IDOT.4. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH UTILITY




GENERAL NOTES:





MODIFIED URETHANE PAVEMENT MARKING LINE, WHITE 24" = 28 FT.

REMOVE EXIST. PAVEMENT MARKING = 56 SQ. FT.


HMA SURFACE REMOVAL, SPL = 8 SQ. YD.PCC SIDEWALK, 5" = 69 SQ. FT.


RLRL10’ POST

3"

10’-UC

30" x 36"

LEFT TURN

YIELDON FLASHING

YELLOW

ARROW

SIGN A

8-REQUIRED

A

A

A

A

A

A

A

A




1

2

3

4

LIGHT DETECTOR.


THE PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING NECESSARY


CABINET.

AND CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST OF MODIFY EXISTING CONTROLLER

ALL NECESSARY LABOR, MATERIALS, LOAD SWITCHES, SOFTWARE, MMUs, CABINET WIRING, HARDWARE,

SHOWN ON THE PLAN, INCLUDING THE FLASHING YELLOW ARROW PHASE AND PROPOSED EVP EQUENCE.

THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE PROPOSED SEQUENCE AS

RELOCATE PTZ CAMERA.


ON THE PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING

THE CONTRACTOR SHALL RELOCATE THE EXISTING PAN-TILT-ZOOM CAMERA EQUIPMENT AS SPECIFIED

VIDEO VEHICLE DETECTION SYSTEM.


THE PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING NECESSARY

THE CONTRACTOR SHALL RELOCATE THE EXISTING VIDEO DETECTION EQUIPMENT AS SPECIFIED ON

CONSTRUCTION NOTES:

4

4 (2) EACH


V

V

VPTZ

V

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_REDGATE.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

26

FEBRUARY 2013


XXX XXX

13

12’

12’

12’

11’

RANDALL ROAD

71’

32

LEGEND

OVERLAP

*

OL

74

* PEDESTRIAN PHASE

*3 8

1

6

5

2

DUAL ENTRY PHASE

ROAD

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL



MOVEMENT

3 4

4

3

4

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

RANDALL


6

RANDALL ROAD AND RED GATE ROADDIAGRAM AND EMERGENCY VEHICLE PREEMPTION SEQUENCESCHEDULE OF QUANTITIES, CABLE PLAN, PHASE DESIGNATION

RANDALL ROAD

RED

GATE

RO

AD

EUPS

1 2

S

NO. 6

C

P

M

M

M

M

P

P

P

1

RIDGEWOOD DR.

TO BOLCUM ROAD/

EXIST. INTERCONNECT

TRACER CABLE

RE

D

GA

TE

RO

AD

RE

D

GA

TE

RO

AD

36F

1

TO CRANE ROAD

EXIST. INTERCONNECT

TRACER CABLE

24F

CABLE PLAN

N.T.S.

2

2

V

PT

Z

V

V

D C

DC

G

Y

Y

R

R

Y

G

R

Y

G

V

7 3

2#10

5 5

3#20

V

4#20

2#10

V

R Y G5

R Y G5

GYYR

3

3#20

7

G Y Y R 7

RYG

RYG

5

5

2#10

V

2#10

5 5 7

G

Y

Y

R

R

Y

G

R

Y

G

5

V

74

3 8

5

2

RANDALL

6

RE

D

GA

TE

RO

AD

1

6

ROAD


*


FYAFYA

FY

AF

YA

LEGEND

OVERLAP

*

OL

* PEDESTRIAN PHASE

*

DUAL ENTRY PHASE

ASSOCIATED PHASE

NUMBER REFERS TO*


5

7

7

7

75

TYPE



I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:


NO. OF LAMPS x

WATTAGE


TOTAL =

500.0

17

25

15

12

25

187.0

28.8

50.0

22

14

14

1 100.01.00

100.0

-

16

2

1

-

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

87.5

52.5

1309.6

ENERGY COSTS TO:

LUMINAIRE 4




MIKE WIDHALM

(847) 608-2376

COMED

250

1 1.0025 25.0UPS

12 28.8 8 0.30 FYA SECTION

100

0.50

PTZ CAMERA

-


R

Y

G

G

Y

Y

R

GYYR

5 C 3

G Y Y R

R

Y

G

G

Y

Y

R

5

1

2

3

3

21

1

1

1

R Y G

RYG

5RYG

R Y G

P

3 2

RL RL RL

RL

3

3#20

RL

3 3#20

RL

RL

MOVEMENT

3 4

6

5

4

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

3

5

RANDALL

5


6

4

6

RE

D

GA

TE

RO

AD

RLRL

RL

RL






CABINET.

SHALL BE INCLUDED IN THE COST OF MODIFY EXISTING CONTROLLER

MMUs, CABINET WIRING, HARDWARE, AND CONTROLLER PROGRAMMING

ALL NECESSARY LABOR, MATERIALS, LOAD SWITCHES, SOFTWARE,

FLASHING YELLOW ARROW PHASE AND PROPOSED EVP EQUENCE.



WORK SHALL BE INCLUDED IN RELOCATE PTZ CAMERA.

NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS

SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO ACQUIRING

CAMERA EQUIPMENT AS SPECIFIED ON THE PLANS AND PROJECT

THE CONTRACTOR SHALL RELOCATE THE EXISTING PAN-TILT-ZOOM






CONSTRUCTION NOTES:

4

4

4

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_REDGATE.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

27

FEBRUARY 2013


XXX XXX

SCALE: 1" =

4010

40’

0 20

RANDALL ROAD AND BOLCUM ROAD/RIDGEWOOD DRIVESIDEWALK MODIFICATION PLAN



P.C.C. SIDEWALK, 5" = 242 SQ. FT.












COMB. C&G TYPE B (SPL) = 22 FT.
















121

120

+00

118

113

15+00 1617

119

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\REM_BOLCUM.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

28

FEBRUARY 2013


XXX XXX

MATCH LINE STA. 117+75

MATCH LINE STA. 117+75

RANDALL ROAD AND BOLCUM ROAD/RIDGEWOOD DRIVETRAFFIC SIGNAL MODIFICATION PLAN

121

120

+00

118

113

15+00

16

17

119

H

P

H

EUPS

PTZ

RANDALL

ROAD

SCALE: 1" =

4010

40’

0 20

RO

AD

BOLC

UM

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

12’

12’

12’

12’

145’

15’14’15’

12’12’

12’

12’

12’

12’

150’

100’

(255’-E-2")

66’

(10’-E-2�")

(10’-E-3")

(65’-E-4")

(105’-E-4")

(10’-E-2�")

(15’-E-3")

(55’-E-2")

(140’-E-2")

(250’-E-2")

(10’-E-2�")

(23’-E-2")

(15’-E-3")

(5’-E-(4) 4")

(270’-E-2")

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.













PROP. 14’ POST

EXIST. 10’ POST

EXIST. 10’ POST


EXIST. 16’ POST

EXIST. 14’ POST



EXIST. 14’ POST

EXIST. 16’ POST

R

R R

R R

R

R

R

R

R

R


RR

RR

R

RL

RL

RMF

R

70’

1

2


3"

17’-UC

RMF

SILVER GLEN ROAD


RED GATE ROAD



RLRL

2�"

17’-UC

A

A

(105’-E-4")

(19’-E-2�")

(57’-E-4")

36" DIA. FOUNDATION

R

R

R

1

1

2

AGENCY:






CONTRACT BID PRICE.








GENERAL NOTES:

INCLUDED IN THE COST OF MODIFY EXISTING CONTROLLER CABINET.MMUs, CABINET WIRING, HARDWARE, AND CONTROLLER PROGRAMMING SHALL BE ARROW PHASE. ALL NECESSARY LABOR, MATERIALS, LOAD SWITCHES, SOFTWARE, PROPOSED SEQUENCE AS SHOWN ON THE PLAN, INCLUDING THE FLASHING YELLOW THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE

ON THE PLANS.PEDESTRIAN SIGNAL HEADS AND PUSHBUTTON SHALL BE RELOCATED AS SHOWN

CONSTRUCTION NOTES:

30" x 36"

LEFT TURN

YIELDON FLASHING

YELLOW

ARROW

SIGN A

8-REQUIRED

A

A

2 EACH SIGANL HEAD, 2 FACE, 2-3 SECTION



117

BOLC

UM

RO

AD

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

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NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_BOLCUM.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

29

FEBRUARY 2013


XXX XXX

D C

D

C

D

C

3 3 325 5

5

3#20

3

5

5

5

5

5

3

3#20

5

5

5

M

M

P

P

M P

M

RANDALL

ROAD

EUPS

24

1

36F

1

TO RED GATE ROAD

EXIST. INTERCONNECT

TO SILVER GLEN ROAD

EXIST. INTERCONNECT

TRACER CABLE

CABLE PLAN

RANDALL ROAD AND BOLCUM ROAD / RIDGEWOOD DRIVEDIAGRAM AND EMERGENCY VEHICLE PREEMPTION SEQUENCESCHEDULE OF QUANTITIES, CABLE PLAN, PHASE DESIGNATION

1

1

1

NO. 6 N.T.S.

NO. 6

2

2

2

2

2

2

2

2

2

2 2

P

2

1

2S

C

NO. 6

2

2 2

P

LEGEND

OVERLAP

*

OL

74

* PEDESTRIAN PHASE

*

8

1

6

5

2

4

*

DUAL ENTRY PHASE

ROAD

SINGLE ENTRY PHASE

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL



RID

GE

WO

OD

DR

BO

LC

UM

RO

AD

MOVEMENT

3 4

5

4

5

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

3

4

RANDALL

5


RID

GE

WO

OD

DR

BO

LC

UM

RO

AD

PTZ

335’

335’

2

2

74

8

5

2

4

RANDALL

RID

GE

WO

OD

DR

BO

LC

UM

RO

AD

1

6

ROAD


PROPOSED PHASE DESIGNATION DIAGRAM*

LEGEND

OVERLAP

*

OL

* PEDESTRIAN PHASE

*

*

DUAL ENTRY PHASE

SINGLE ENTRY PHASE

ASSOCIATED PHASE

NUMBER REFERS TO* FY

A

R Y G

R Y G

RYG

RYG

R Y G

RYG

7

G

Y

Y

R

DRIV

ERID

GE

WO

OD

R

Y

G

R

Y

G

7552#10

R

Y

G


R

Y

G

5

3#20

523

DC

RYG R Y G G

Y

Y

R

RYG R Y G

R

Y

G

R

Y

G

3 2

5

1

1

2#10

2#10

2#10

1

2

2

4#20

3

C

OF MODIFY EXISTING CONTROLLER CABINET.WIRING, HARDWARE, AND CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST ALL NECESSARY LABOR, MATERIALS, LOAD SWITCHES, SOFTWARE, MMUs, CABINET SEQUENCE AS SHOWN ON THE PLAN, INCLUDING THE FLASHING YELLOW ARROW PHASE. THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE PROPOSED


CONSTRUCTION NOTES:

RYG

5

R Y G5

66

MOVEMENT

3 4

6

5

4

3

EMERGENCY

VEHICLE

PREEMPTOR


ROAD

3

5

RANDALL

5


RID

GE

WO

OD

DR

BO

LC

UM

RO

AD

6

4

6

RL

RL

3

3#20

RO

AD

BOLC

UM

TRACER CABLE

TYPE



I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:


NO. OF LAMPS x

WATTAGE


TOTAL =

500.0

17

25

15

12

25 100.0

20

1 100.01.00

100.0

-

4

1

-

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

ENERGY COSTS TO: (NEW SERVICE)

LUMINAIRE 4




MIKE WIDHALM

(847) 608-2376

COMED

250

1 1.0025 25.0UPS

12 7.2 2 0.30 FYA SECTION

100

0.50

PTZ CAMERA

-

14 87.5

14 52.5

12 14.4

1156.6

170.0

RL

RL

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_BOLCUM.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

30

FEBRUARY 2013


XXX XXX

RANDALL ROAD AND SILVER GLEN ROADTRAFFIC SIGNAL MODIFICATION PLAN

PTZ

H

H

H

H

H

P

EUPS

SCALE: 1" =

4010

40’

0 20

ROAD

ROAD

SIL

VER GLE

N(225’-E-2")

(4’-E-2�")

(26’-E-3")

(48-E-3")

(8’-E-2�")

(80’-E-2�")

(61’-E-2")

12’

12’

12’

12’

(5’-E-2�")

(18’-E-2")

(80’-E-4")

(60’-E-4")

(43’-E-4")

(9’-E-2�")

(33’-E-2�")

(43’-E-3") (42’-E-3")

(48’-E-3")

(5’-E-2�")

(200’-E-2")

12’

12’

12’

12’

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

EXIS

T.

R.O.W.

12’

12’

140’

160’

140’

12’

12’

140’











(5’-E-(2) 4")

(2) EACH


(1) EACH


(1) EACH


(1) EACH


1

2

AGENCY:






CONTRACT BID PRICE.




MAST ARM AND POLE

PROP. 44’ COMB.

MAST ARM AND POLE

PROP. 55’ COMB.

MAST ARM AND POLE

PROP. 52’ COMB.

MAST ARM AND POLE

PROP. 38’ COMB.

R

R

R

RL

RL

RL

R

R

R

R R

R

RMF RMF

R

RL

RL

R

R

R

RMF

R

R

R

R

R

RR

RMF

EXIST. 16’ POST




EXIST. 16’ POST

EXIST. 10’ POST

RANDALL

73’

57’

80’

81’

2

1

2

3

BOLCUM ROAD/RIDGEWOOD DR.

EXIST. INTERCONNECT TO COMMERCIAL ENTRANCE








3"

83’-UC

36" DIA. FOUNDATION

36" DIA. FOUNDATION

3"

3’-UC

36" DIA. FOUNDATION

3"

30’-UC

3"

5’-UC

36" DIA. FOUNDATION

4

EXIST. DETECTABLE WARNINGS

WARNINGS

EXIST. DETECTABLE

COMB. MAEXIST. 30’

WARNINGS

EXIST. DETECTABLE

2�"

14’-UC

3

4





GENERAL NOTES:



BE INCIDENTAL TO THE PAY ITEM PEDESTRIAN PUSH-BUTTON.COSTS NECESSARY TO ELIMINATE DUAL CALL PUSHBUTTON OPERATION SHALL EACH PEDESTRIAN PUSH-BUTTON SHALL CALL ONLY ONE PHASE, ALL WIRING

SHALL BE INCLUDED IN THE COST OF MODIFY EXISTING CONTROLLER CABINET.SOFTWARE, MMUs, CABINET WIRING, HARDWARE, AND CONTROLLER PROGRAMMING YELLOW ARROW PHASE. ALL NECESSARY LABOR, MATERIALS, LOAD SWITCHES, PROPOSED SEQUENCE AS SHOWN ON THE PLAN, INCLUDING THE FLASHING THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE


EXISTING PTZ CAMERA.MATERIALS TO PERFORM THIS WORK SHALL BE INCLUDED IN RELOCATE ALL COSTS PERTAINING TO ACQUIRING NECESSARY EQUIPMENT, LABOR, AND EQUIPMENT AS SPECIFIED ON THE PLANS AND PROJECT SPECIFIED PROVISIONS. THE CONTRACTOR SHALL RELOCATE THE EXISTING PAN-TILT-ZOOM CAMERA

CONSTRUCTION NOTES:

30" x 36"

LEFT TURN

YIELDON FLASHING

YELLOW

ARROW

SIGN A

8-REQUIRED

A

A

A

A

A

A

A A

10 FT POST

PTZ

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\MOD_SILVERGLEN.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


__ __

KANEFPB

32

FEBRUARY 2013


XXX XXX

22

2

22

2

EUPS

2

36F

1

BOLCUM ROAD/ RIDGEWOOD DR.


TRACER CABLE

RANDALL

ROAD

SIL

VER GLE

N

ROAD

2

2

2

2

C

S

NO. 6

RANDALL ROAD AND SILVER GLEN ROADDIAGRAM AND EMERGENCY VEHICLE PREEMPTION SEQUENCESCHEDULE OF QUANTITIES, CABLE PLAN, PHASE DESIGNATION

D

C

D

C

D C

32

LEGEND

*

74

* PEDESTRIAN PHASE

3 8

1

6

5

2

DUAL ENTRY PHASE

ROAD

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL



6

6

SIL

VE

R

GL

EN

RO

AD

*

DC

CABLE PLAN

1

24F

TRACER CABLE

N.T.S.

57

2#10

G

Y

Y

R

R

Y

G

R

Y

G

55

7

2#10

G Y Y RRYG

RYG

5

5

7

2

3

3

G

Y

Y

R

R

Y

G

R

Y

G

7

7 55

5

2#10

5

5

7

R Y G

R Y G

GYYR

4#20 PTZ

2#10

3

2

LEGEND

*

74

* PEDESTRIAN PHASE

3 8

1

6

5

2

DUAL ENTRY PHASE

ROAD

ASSOCIATED PHASE

NUMBER REFERS TO

RANDALL



6

8

SIL

VE

R

GL

EN

RO

AD

*

FYAFYA

FY

A

FY

A


57

75

SAMPLING (SYSTEM) DETECTORS

EXIST. INTERSECTION AND

COMMERCIAL ENTRANCE


TYPE



I.D.O.T.

WATTAGE

TOTAL

PHONE:

COMPANY:


NO. OF LAMPS x

WATTAGE


TOTAL =

500.0

17

25

15

12

25

170.0

19.2

100.0

20

12

12

1 100.01.00

100.0

-

16

4

1

-

100

0.50

0.10

1.00

1.00

0.50FLASHER

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

0.25

0.25

75.0

45.0

1163.0

ENERGY COSTS TO:

LUMINAIRE 4




MIKE WIDHALM

(847) 608-2376

COMED

250

1 1.0025 25.0UPS

12 28.8 8 0.30 FYA SECTION

100

0.50

PTZ CAMERA

-

- 150 1.00 -VIDEO DETECTION

1

2

2

1

1

1

1

1

1

P

M

P

M

P

M

M

P

R

Y

G

G

Y

Y

R

R Y GG Y Y R

G

Y

Y

R

R

Y

GGYYRRYG

C

3

DETECTORS

AND SAMPLING (SYSTEM)

EXIST. INTERSECTION

1

2

3

3

4

4

2

RL

RL

RL

RL

RL

PEDESTRIAN PUSH-BUTTON.TO ELIMINATE DUAL CALL PUSHBUTTON OPERATION SHALL BE INCIDENTAL TO THE PAY ITEM EACH PEDESTRIAN PUSH-BUTTON SHALL CALL ONLY ONE PHASE, ALL WIRING COSTS NECESSARY

OF MODIFY EXISTING CONTROLLER CABINET.CABINET WIRING, HARDWARE, AND CONTROLLER PROGRAMMING SHALL BE INCLUDED IN THE COST PEDESTRIAN PHASE. ALL NECESSARY LABOR, MATERIALS, LOAD SWITCHES, SOFTWARE, MMUs, AS SHOWN ON THE PLAN, INCLUDING THE FLASHING YELLOW ARROW PHASE AND PROPOSED THE CONTROLLER SHALL BE MODIFIED AS NECESSARY TO IMPLEMENT THE PROPOSED SEQUENCE


BE INCLUDED IN RELOCATE EXISTING PTZ CAMERA.ACQUIRING NECESSARY EQUIPMENT, LABOR, AND MATERIALS TO PERFORM THIS WORK SHALL SPECIFIED ON THE PLANS AND PROJECT SPECIFIED PROVISIONS. ALL COSTS PERTAINING TO THE CONTRACTOR SHALL RELOCATE THE EXISTING PAN-TILT-ZOOM CAMERA EQUIPMENT AS

CONSTRUCTION NOTES:

Rose

mo

nt, Illinois 60018

EN

GIN

EE

RIN

G

LT

D.

(847) 823-0500

9575

West

Hig

gin

s

Road,

Suit

e

600

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTYTOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

FILE NAME

N:\kanecounty\110613\Traffic\CAB_SILVERGLEN.dgn

ejensenUSER NAME =

PLOT SCALE =

PLOT DATE = 8/15/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A.P. EAJ

WCE


KANEFPB

33

FEBRUARY 2013


XXX XXX

plot of default - kane county dot - qualifications based ... f.a.p. wce scale: sheet no. of sheets...

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