proposed - kane county, illinois · project manager jean-alix peralte project engineer john clark...

JO DAVIESSWINNEBAGO

CARROLLOGLE

BOONE MC HENRY LAKE

DE KALBKANE

COOKDU PAGE

WHITESIDE LEE

WILL

KENDALL

GRUNDY

LA SALLE

KANKAKEE

HENRY BUREAU

PUTNAM

ROCK ISLAND

MERCER

KNOX

HE

ND

ER

SO

N

STARK

MARSHALL

PEORIA

LIVINGSTON

IROQUOIS

FORDMC LEANFULTONMC DONOUGH

WARREN

TAZEWELL

HANCOCK

ADAMS

SCHUYLER

BROWNCASS

MASON

LOGANDE WITT

MENARD

CHAMPAIGN VERMILION

DOUGLAS

PIATT

MACON

SANGAMONMORGAN

SCOTT

CHRISTIAN

PIKE

GREENE

JERSEY

MACOUPIN

CA

LH

OU

N

SHELBY

MOULTRIE

MONTGOMERY

COLES

EDGAR

CLARK

CUMBERLAND

JASPER CRAWFORDEFFINGHAM

CLAYRICHLAND LAWRENCE

WAYNE

ED

WA

RD

S

WA

BA

SH

BOND

FAYETTE

MARIONCLINTON

WASHINGTONJEFFERSON

MADISON

ST. CLAIR

MONROE

RANDOLPHPERRY

FRANKLIN

HAMILTON WHITE

SALINE GALLATINJACKSON

WILLIAMSON

JOHNSON POPE

HARDIN

MASSACPULASKI

ALE

XA

NDER

UNION

WOODFORD

LOCATION OF SECTION INDICATED THUS: -

J.U.L.I.E.

JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION

0

0

0

0

0

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

STEPHENSON

SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

OR 811

1-800-892-0123

F.A.P.

KANE

COUNTY ENGINEER, KANE COUNTY

INDEX OF SHEETS

SHEET NO. DESCRIPTION

NET LENGTH OF IMPROVEMENT:OMISSIONS:EQUATIONS:GROSS LENGTH OF IMPROVEMENT:

T38

N

R8EAURORA TOWNSHIP

1"=1500’LOCATION MAP SCALE:

FAX: (312) 553-0661

(312) 553-0655

Chicago, Illinois 60606

200 W Monroe - Suite 1650

TRAFFIC DATA

APPROVED

DESIGN DESIGNATION:

FIE

LD EN

GIN

EER:

41,000SOUTH OF PROJECT:

23,100NORTH OF PROJECT:

2008 AVERAGE DAILY TRAFFIC

30 MPHMOT STAGING SPEED:

50 MPHPOSTED SPEED:

SUBURBAN SRA ROUTE

OF AURORA AND NORTH AURORA.

THIS PROJECT IS LOCATED IN THE CITY

STV Incorporatedengineers/architects/scientists/construction managers

SECTION 11-00202-03-BR

11-00202-03-BR336

38 NORTH

N.W. 1/4 SEC. 7

S.W. 1/4 SEC. 6

RANGE:

TOWNSHIP:

SECTION(S):

48 HOURS BEFORE CONSTRUCTION

08 EAST OF 3RD P.M.

STA. 49+55.48

IMPROVEMENT BEGINS

STA. 52+59.36

IMPROVEMENT ENDS

CONTRACT NO. ______________

OVER I-88 TOLLWAYF.A.P. ROUTE 336 (ORCHARD ROAD - C.H. 83)

CONTRACT NO. _____

303.88 LIN. FT. = 0.0576 MILESNONENONE

303.88 LIN. FT. = 0.0576 MILES

FED. ROAD DIST. NO. 1

38

2

3

4

5

6

7

8

9

10

11

12

1

1

15

16

17

18

19

20

21

34 38

-

-

22 31

32 33-

KANE COUNTYSTRUCTURE REHABILITATION

IDOT STANDARDS

KANE COUNTY STANDARDS

HIGHWAY STANDARDS

BAR SPLICER ASSEMBLY AND MECHANICAL SPLICER DETAIL

STRIP SEAL DETAILS

EXPANSION JOINT REPAIR DETAILS

PARAPET REPAIRS

DECK REPAIR DETAILS

DECK REPAIR PLAN REMOVAL AND BILL OF MATERIAL

GENERAL PLAN AND SECTION

CABLE PLANS, PHASING, AND SCHEDULE OF QUANTITIES

TEMPORARY TRAFFIC SIGNAL MODIFICATION PLAN

PROPOSED PAVEMENT MARKING PLAN

PLAN AND PROFILE

PLAN AND PROFILE

SUGGESTED STAGE OF CONSTRUCTION AND TRAFFIC CONTROL - STAGE 3



STAGE CONSTRUCTION DETAILS

ALIGNMENT, TIES, AND BENCHMARKS

EXISTING TYPICAL SECTION

SUMMARY OF QUANTITIES

GENERAL NOTES AND STANDARDS

COVER SHEET

13

14

15 21

SHEETS -

1 14

22 38

SHEETS -

EXP. DATE: 11/30/2013

NO. 062-055684

JOHN CLARK, P.E.

KANE COUNTY

DIVISION OF TRANSPORATION

HIGHWAY PLANSPROPOSED

KANE COUNTY

DIVISION OF TRANSPORATION

PROJECT MANAGER JEAN-ALIX PERALTE

PROJECT ENGINEER JOHN CLARK

STATION 51+04.00

S.N. 045-3121

PROPOSED BRIDGE REPAIR

Standard Specifications for Highway Bridges."

complies with requirements of the current AASHTO

is an economical one for the style of structure and

for the design loading shown on the plans. The design

and belief, this bridge design is structurally adequate

"I certify that to the best of my knowledge, information

SHEETS -

EXP. DATE: 11/30/2012

ILLINOIS STRUCTURE NO. 081-005343

LAWRENCE KIRCHNER, P.E., S.E.

NTS

GENERAL NOTES - MISCELLANEOUS

GENERAL NOTES - ROADWAY

GENERAL NOTES - DRAINAGE

GENERAL NOTES - TRAFFIC CONTROL

GENERAL NOTES - UTILITIES

TRAFFIC CONTROL DEVICES

URBAN LANE CLOSURE, MULTILANE INTERSECTION

TYPICAL APPLICATIONS RECESSED REFLECTIVE PAVEMENT MARKERS

TYPICAL PAVEMENT MARKINGS

URBAN LANE CLOSURE, MULTILANE, 2W WITH MOUNTABLE MEDIAN

STANDARD SPECIFICATIONS.

CONTRACTOR SHALL COOPERATE WITH ALL UTILITY OWNERS AS PROVIDED FOR IN THE

OR MOVED, IF NECESSARY, PRIOR TO THE START OF CONSTRUCTION OPERATIONS. THE

FACILITIES SO THE UTILITIES AND THEIR APPURTENANCES MAY BE LOCATED AND ADJUSTED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL EXISTING

UTILITIES AND THE COUNTY.

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE RESPECTIVE

COST THEREOF SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT.

OF THE UTILITIES AS SPECIFIED HEREIN WILL NOT BE PAID FOR SEPARATELY, BUT THE

TO PREVENT SETTLEMENT, DISPLACEMENT, OR DAMAGE TO THE UTILITIES. THE PROTECTION

ENGINEER, THE CONTRACTOR SHALL BRACE AND SUPPORT THE UTILITIES PROPERLY IN ORDER

THE CONTRACTOR SHALL PROTECT EXISTING AND NEW UTILITIES. WHEN REQUIRED BY THE

KANE COUNTY HIGHWAY STANDARDS

IDOT HIGHWAY STANDARDS

DISTRICT ONE STANDARDS

GENERAL NOTES - BRIDGE AND APPROACH REPAIR

2

2

KC781001-04

AND DRIVEWAYS

TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS,

DISTRICT ONE TYPICAL PAVEMENT MARKINGS

BUTT JOINT AND HMA TAPER DETAILS

PAVEMENT MARKING LETTERS AND SYMBOLS FOR TRAFFIC STAGINGTC-16

TC-14

TC-13

TC-10

BD-32

TO TRAFFIC)

TRAFFIC CONTROL AND PROTECTION AT TURN BAYS (TO REMAIN OPEN

TEMPORARY CONCRETE BARRIER

COST OF TRAFFIC CONTROL AND PROTECTION, STANDARDS 701606 AND 701701.

RESIDENT ENGINEER. THE COST FOR COVERING EXISTING SIGNS SHALL BE INCLUDED IN THE

THE TRAFFIC CONTROL PLAN. EXISTING SIGNS TO BE COVERED SHALL BE DIRECTED BY THE

THE CONTRACTOR SHALL COVER ANY EXISTING SIGNS THAT CONFLICT WITH THE INTENT OF

THE CONTRACTOR SHALL NOT MOUNT SIGNS ON EXISTING SIGNS.

BY THE STATE OR LOCAL AGENCY.

FOR HIS OPERATIONS THAT WOULD INTERFERE WITH SNOW REMOVAL OPERATIONS PERFORMED

THE IMMEDIATE REMOVAL OF ANY MAINTENANCE OF TRAFFIC PROTECTIVE DEVICES REQUIRED

THE CONTRACTOR IS ADVISED THAT IN THE EVENT OF SNOW, HE WILL BE RESPONSIBLE FOR

COMPLIANCE WITH THIS REQUIREMENT SHALL BE INCLUDED IN THE CONTRACT.

REQUIREMENTS AND HARD HATS AT ALL TIMES WHILE ON THE CONSTRUCTION SITE.

WEAR FLUORESCENT YELLOW/GREEN CONSTRUCTION VESTS CONFORMING TO ANSI CLASS 2

FLUORESCENT VESTS AND HARD HATS: ALL CONSTRUCTION PERSONNEL WILL BE REQUIRED TO

FOUR SANDBAGS PER BARRICADE.

ACROSS EACH BOTTOM RAIL. ALL TYPE III BARRICADES SHALL REQUIRE A MINIMUM OF

I OR TYPE II BARRICADE USED. ONE (1) WEIGHTED SAND BAG SHALL BE INSTALLED

THE CONTRACTOR WILL PROVIDE AND INSTALL TWO (2) WEIGHTED SAND BAGS ON EACH TYPE

NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE CONTRACT.

OPERATIONS, ALL STRUCTURES SHALL BE FREE OF DIRT AND DEBRIS. THIS WORK SHALL

AT THE CLOSE OF EACH WORKING DAY. AT THE CONCLUSION OF CONSTRUCTION

PIPES, OR DRAINAGE STRUCTURES DUE TO CONSTRUCTION OPERATIONS SHALL BE REMOVED

ANY LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DITCHES, GUTTERS, CROSSROAD

BUT SHALL BE INCLUDED IN THE CONTRACT.

SEWERS ARE BUILT AND IN SERVICE. THIS WORK SHALL NOT BE PAID FOR SEPARATELY,

THESE TEMPORARY CONNECTIONS UNTIL SUCH TIME AS THE PERMANENT CONNECTIONS WITH

OUTLET, AND BE PREPARED AT ALL TIMES TO DISPOSE OF THE WATER RECEIVED FROM

AND SEWERS, AND DISCHARGE THE SAME. HE SHALL PROVIDE AND MAINTAIN A TEMPORARY

FACILITIES TO TAKE IN ALL STORM WATER WHICH WILL BE RECEIVED BY THESE DRAINS

ALL PRIVATE OR PUBLIC DRAINS, SEWERS, INLETS OR CATCH BASINS. HE SHALL PROVIDE

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR

CONSTRUCTION OF THIS PROJECT. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED,

THE CONTRACTOR SHALL MAINTAIN THE SURFACE DRAINAGE OF THE ROAD DURING

FRAMES AND GRATES SHALL BE TO THE CENTER OF DRAINAGE STRUCTURE.

GRATES, OR FRAMES AND LIDS. OFFSETS FOR CATCH BASINS WITH OPENINGS FOR TWO (2)

UNLESS OTHERWISE NOTED, ALL OFFSETS SHALL BE TO THE CENTER OF FRAMES AND

AS DIRECTED BY THE ENGINEER.

REQUIRE REVISIONS TO MEET EXISTING FIELD CONDITIONS. ANY ADJUSTMENTS SHALL BE

AVAILABLE AS-BUILT PLANS. THE INVERTS OF THE PROPOSED DRAINAGE STRUCTURES MAY

INSTALLATION OF DRAINAGE ITEMS. ELEVATIONS OF SEWER LINES WERE DETERMINED FROM

ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO

LENGTHS AND SIZES OF STORM SEWERS AS SHOWN ON THE PLANS AND DRAINAGE STRUCTURE

INCLUDED IN THE UNIT PRICE FOR THE PROPOSED ITEM OF WORK SPECIFIED.

THE COST OF MAKING ANY CONNECTIONS TO EXISTING DRAINAGE STRUCTURES SHALL BE

GENERAL NOTES AND STANDARDSORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121

780001-03

704001-07

701901-02

701701-08

701606-08

N/A N/A

THE INSTALLATION OF ALL NEW SIGNS.

ENGINEER 72 HOURS PRIOR TO THE REMOVAL OF EXISTING SIGNS AND TWO WEEKS PRIOR TO

SHALL BE PERFORMED BY THE KDOT SIGN SHOP. THE CONTRACTOR SHALL CONTACT THE

PROPOSED SIGNS (AS SPECIFIED IN THE PLANS AND AS DIRECTED BY THE ENGINEER)

THE REMOVAL OF ALL EXISTING CONFLICTING SIGNS AND THE INSTALLATION OF ALL

OF 0.10 GAL. PER SQ. YD.

THE BITUMINOUS MATERIAL PRIME COAT QUANTITIES HAVE BEEN DETERMINED USING A RATE

KIND AT NO ADDITIONAL COST TO THE CONTRACT.

OPERATIONS OR DAMAGED BY THE CONTRACTOR SHALL BE RECONNECTED AND/OR REPLACED IN

EXISTING FENCE THAT HAS BEEN DISCONNECTED AND/OR REMOVED FOR THE CONTRACTOR’S

AT THE CONTRACT UNIT PRICE FOR THE PROPOSED ITEM OF WORK SPECIFIED.

ITEMS IN THE FIELD, UNLESS OTHERWISE SHOWN. THE TRANSITIONS SHALL BE PAID FOR

TEN FOOT TRANSITIONS SHALL BE USED TO MATCH PROPOSED ITEMS OF WORK TO EXISTING

THE CONTRACTOR SHALL BE REPAIRED BY HIM AT HIS OWN EXPENSE.

EXISTING ITEMS WHICH WILL NOT BE REMOVED. ANY DAMAGE DONE TO EXISTING ITEMS BY

THE CONTRACTOR SHALL USE CARE IN GRADING OR EXCAVATING NEAR ANY AND ALL

MARKINGS SHALL BE INCLUDED IN THE COST OF PAVEMENT MARKING REMOVAL.

COST OF BRIDGE DECK SCARIFICATION, 1�". REMOVAL OF EXISTING RECESSED PAVEMENT

REMOVAL OF EXISTING RAISED REFLECTIVE PAVEMENT MARKERS SHALL BE INCLUDED IN THE

ENGINEER SHALL BE INCLUDED IN THE COST OF THE ITEM BEING REMOVED.

SAW CUTTING PRIOR TO ANY REMOVAL ITEMS NOTED ON THE PLANS OR DIRECTED BY THE

PLANS AT NO ADDITIONAL COST.

THAT IS DAMAGED BY THE CONTRACTOR’S FORCES DURING THE CONSTRUCTION OF THESE

THE CONTRACTOR IS REQUIRED TO REPAIR AND RESTORE ANY ROADWAY APPROACH PAVEMENT

EXISTING RIGHT-OF-WAY LIMITS SHOWN ON THE PLANS ARE APPROXIMATE.

THE WORK AREA AND/OR CONSTRUCTION LIMITS.

THE CONTRACTOR’S PERSONNEL SHALL NOT BE ALLOWED TO PARK PERSONAL VEHICLES IN

ALLOWED TO THE CONTRACTOR FOR COMPLIANCE WITH THE ABOVE REQUIREMENTS.

SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE

PROPOSED CURB LINES. ANY ADDITIONAL STAGING AREAS ADJACENT TO THE PROJECT ARE

THE WORK AREA AND/OR CONSTRUCTION LIMITS, AND THE AREA IMMEDIATELY ADJACENT TO

THE CONTRACTOR’S OPERATIONS AND TEMPORARY STORAGE ACTIVITIES SHALL BE LIMITED TO

REGARDING AIR, WATER, AND NOISE POLLUTION.

THE CONTRACTOR WILL BE REQUIRED TO COMPLY WITH STATE OR LOCAL REGULATIONS

MOBILIZATION.

COMMENCING WITH CONSTRUCTION. ANY FEES SHALL BE INCLUDED IN THE COST OF

THE CONTRACTOR, AS REQUIRED, SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO

THE SCHEDULE SHOWS PLACEMENT OF R.O.W. MARKERS, SHALL REMAIN UNDISTURBED.

MONUMENTS AS NECESSARY. ALL PROPERTY CORNERS EXCEPT THOSE WITHIN AREAS WHERE

AUTHORIZED SURVEYOR OR AGENT WILL WITNESS OR OTHERWISE REFERENCE AND RESET

CAREFULLY PRESERVE ALL PROPERTY MARKS AND MONUMENTS. THE ENGINEER, OR AN

NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND

WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE ENGINEER SHALL BE

DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS.

AND KANE COUNTY DIVISION OF TRANSPORTATION AS SHOWN.

INTERPRETED AS THE LATEST STANDARD OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION

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

GENERAL NOTES - TRAFFIC SIGNALS

SYSTEM.

DETECTION CAMERAS SHALL BE INCLUDED IN THE COST OF THE VIDEO VEHICLE DETECTION

PURCHASING, PULLING, AND REMOVING OF WIRE NEEDED FOR OPERATION OF VIDEO

THE COST ASSOCIATED WITH THE DISCONNECTING AND RECONNECTING OF DETECTION LOOPS,

INCLUDED IN THE COST OF PROTECTIVE SHIELDING.

INSTALLATION OF PROTECTIVE SHIELDING AND SHALL NOT BE PAID FOR SEPARATELY BUT

SHIELDING SHALL INCORPORATE NECESSARY MAINTENANCE OF TRAFFIC PLANS FOR

FOR REVIEW TO THE RESIDENT ENGINEER AND THE TOLLWAY. DESIGN OF PROTECTIVE

TOLLWAY PROPERTY. THE DESIGN OF THE SHIELD WILL BE SUBMITTED BY THE CONTRACTOR

CONTRACTOR IS TO PROVIDE PROTECTIVE SHIELDING TO AVOID DEBRIS FROM FALLING ONTO

TRANSPORTATION, AND WILL BE MADE AVAILABLE TO CONTRACTOR UPON WRITTEN REQUEST.

THE EXISTING BRIDGE PLANS ARE AVAILABLE AT THE KANE COUNTY DIVISION OF

CONTRACT.

WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE

DEPOSITED DURING THE VARIOUS CONSTRUCTION OPERATIONS. THE WORK SPECIFIED ABOVE

OF EACH WORKING DAY. ALL DRAINAGE STRUCTURES SHALL BE FREE OF DIRT AND DEBRIS

ANY MATERIAL DEPOSITED INTO DRAINAGE STRUCTURES SHALL BE REMOVED AT THE CLOSE

CONCRETE AS DETERMINED BY THE ENGINEER.

AREAS SHALL BE REMOVED TO THE WIDTH, LENGTH AND DEPTH REQUIRED TO REACH SOUND

DETERMINED BY THE ENGINEER IN THE FIELD AT THE TIME OF CONSTRUCTION. CONCRETE

LOCATIONS OF PARTIAL AND FULL DEPTH BRIDGE DECK REPAIR AREAS SHALL BE

PRICE BID FOR THE WORK.

THE CONTRACTOR WILL BE PAID FOR THE QUANTITY ACTUALLY FURNISHED AT THE UNIT

CAUSE FOR ADDITIONAL COMPENSATION FOR A CHANGE IN SCOPE OF THE WORK, HOWEVER,

PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS. SUCH VARIATIONS SHALL NOT BE

AND DETAILS AFFECTING NEW CONSTRUCTION AND MAKE NECESSARY APPROVED ADJUSTMENTS

CONSTRUCTION VARIATIONS. THE CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS

PLAN DIMENSIONS AND DETAILS RELATIVE TO EXISTING PLANS ARE SUBJECT TO NOMINAL

REINFORCEMENT BARS DESIGNATED (E) SHALL BE EPOXY COATED.

SEE SPECIAL PROVISIONS.

REINFORCEMENT BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 706 GRADE 60.

SECTION COUNTY

ILLINOIS FED. AID PROJECT

TOTAL

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HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

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DIVISION OF TRANSPORTATION

KANE COUNTY

SUMMARY OF QUANTITIES

NTS

3

3

!

!

!

!

!

UNIT

35501308

40600100 GALLON

40600300 TON

40603595 TON

42001300

44000100

67100100 MOBILIZATION SUML

70102625 SUML

70102635 SUML

70106800

70300100 FOOT

70301000

78009000

78009004 FOOT

78009006 FOOT

78009012 FOOT

78009024 FOOT

X7810300 EACH

78300100

Z0013798

! RECESSED REFLECTIVE PAVEMENT MARKER

50102400

50157300

50300255

50300260

50800205

50800515

52000110

58700300

59000200

59300100

CU YD

SQ YD

CU YD

SQ YD

POUND

SQ FT

CU YD

EACH

FOOT

FOOT

CONCRETE REMOVAL

PROTECTIVE SHIELD

CONCRETE SUPERSTRUCTURE

BRIDGE DECK GROOVING

REINFORCEMENT BARS, EPOXY COATED

BAR SPLICERS

PREFORMED JOINT STRIP SEAL

CONCRETE SEALER

EPOXY CRACK INJECTION

CONTROLLED LOW-STRENGTH MATERIAL

SQ YD

SQ FT

BRIDGE DECK SCARIFICATION 1 1/2"Z0012136

Z0012754 STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES)

Z0016200 DECK SLAB REPAIR (PARTIAL) SQ YD

Z------- SQ YDBRIDGE DECK LATEX CONCRETE OVERLAY, 1 1/2 INCHES

16.0

146

16.0

172

438

36

10

216

70300510 PAVEMENT MARKING TAPE, TYPE III - LETTERS AND SYMBOLS SQ FT

70300520

70300560

70300570 FOOT

FOOT

FOOTPAVEMENT MARKING TAPE, TYPE III 4"

PAVEMENT MARKING TAPE, TYPE III 12"

PAVEMENT MARKING TAPE, TYPE III 24"

70400100

70400200

TEMPORARY CONCRETE BARRIER FOOT

FOOTRELOCATE TEMPORARY CONCRETE BARRIER

85000200 MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION

Z0030260

Z0030332

EACH

EACH

! INDICATES SPECIALTY ITEM

SUMMARY OF QUANTITIESORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121

819

82

2

98

819

819

454

1.3

1

1

1

8

1499

835

43,640

2,040

2,543

2,059

461

18,521

1012.5

1050.0

291

13,000

1,582

563

161

195

6,301

1

2,765

1

2

2

2,765

N/A N/A

ITEMS AS ORDERED BY THE ENGINEER DOLLARS 200,000

Z0033072 EACH 1VIDEO VEHICLE DETECTION SYSTEM

MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS

CODE NO.PAY ITEM

QUANTITY

TOTAL

HOT-MIX ASPHALT BASE COURSE, 6" SQ YD

BITUMINOUS MATERIALS (PRIME COAT)

AGGREGATE (PRIME COAT)

POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, MIX "F", N90

PROTECTIVE COAT SQ YD

PAVEMENT REMOVAL SQ YD

TRAFFIC CONTROL AND PROTECTION, STANDARD 701606

TRAFFIC CONTROL AND PROTECTION, STANDARD 701701

CHANGEABLE MESSAGE SIGN CAL MO

SHORT-TERM PAVEMENT MARKING

WORK ZONE PAVEMENT MARKING REMOVAL SQ FT

SQ FT

MODIFIED URETHANE PAVEMENT MARKING - LINE 4"



PAVEMENT MARKING REMOVAL SQ FT

CONSTRUCTION LAYOUT


L SUM

!

!

!

!

!

!

!

IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3

IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3

EACH

SECTION COUNTY


TOTAL

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SHEET NO. OF SHEETS4 38

JAPEXISTING TYPICAL SECTION

ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121

GENERAL NOTES:

SEE PLAN SHEET FOR BRIDGE DECK TYPICAL SECTIONS

15

(APPRX. 30% OF UTILIZED SHOULDER AREA)

OF SOME SHOULDER WORK BEING REQUIRED.

SUMMARY OF QUANTITES SHEET IN ANTICIPATION

SOME QUANTITES HAVE BEEN ADDED TO THE

CONSTRUCTION AND TRAFFIC STAGING PLANS.

DONE TO SHOULDERS CAUSED FROM THE

SHOULDER WILL BE REQUIRED FOR DAMAGED

AS DIRECTED BY ENGINEER. REPLACEMENT OF

SHOULDERS WILL BE REMOVED AND REPLACED

EXISTING CROSS SECTION

SHOULDERPAINTED MEDIANSHOULDER

4:14:1

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

~

ORCHARD ROAD

EXISTING

(LOOKING NORTH)

12’-0"12’-0"

24’-0"

SB TRAFFIC LANES

70’ TO 130’

70’ TO 155’

24’-0"

NB TRAFFIC LANES

12’-0" 12’-0" 8’-0"16’-0"8’-0"

SECTION COUNTY


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KANE


KANE COUNTY 38

HSIP-XXXX (XXX)

CONTRACT NO. XXXXXC-XX-XXX-XX

11-00202-03-BR336

10-17-2012

40 50 60

70

EXIST. CURVE EX_ORCHARD-1

PI STA. = 37+56.72

R = 5,729.58’

T = 79.78’

L = 159.55’

E = 0.56’

e = _____

T.R. = _____

S.E. RUN = _____

P.C. STA. = 36+76.94

P.T. STA. = 38+36.49

PI

Sta 37

+56.7

2

PC

Sta 36

+76.9

4

PO

T

Sta 32

+23.8

6

PT

Sta 38

+36.4

9

PI

Sta 42

+99.8

0

PC

Sta 55

+76.6

9

PI

Sta 64

+14.6

0

PT

Sta 72+40.7

2

EXIST. CURVE EX_ORCHARD-2

PI STA. = 64+14.60

R = 5,729.58’

T = 837.92’

L = 1,664.04’

E = 60.95’

e = _____

T.R. = _____

S.E. RUN = _____

P.C. STA. = 55+76.69

P.T. STA. = 72+40.72

CO

NC.

CO

NC.

BIT.

BIT.

GN

D.

ME

DIA

N

PAIN

TE

D

HE

AD

WA

LL

CO

NC.

CO

NC.

GN

D.

ORCHARD ROAD

1"=50’

11

1"=50’

11

1"=50’

11 1

1

1

BENCHMARKS CONTROL POINTS

1

POINT NORTHING EASTING ELEVATION DESCRIPTIONBENCHMARK ELEVATION DESCRIPTION

EB I-88

RA

MP

WB I-88

RA

MP

( EA

ST-

WES

T

TO

LL

WA

Y)

IN

TE

RS

TA

TE 88

5

5

POINT NORTHING EASTING

CENTERLINE ORCHARD ROAD

STATION

OR1

OR2

OR4

OR3

687.315

686.167

687.540

692.019SIDE OF GARDEN WAY AT NORTH END OF JOB, WEST SIDE

CHISELED SQ. ON THE SOUTH EDGE OF LIGHT POLE ON NORTH

OF SOUTH ON/OFF RAMP AT I-88

CHISELED SQ. AT CENTER OF WEST END OF WALK

(SOUTH END OF JOB)

ORCHARD ROAD BUISNESS PARK AT BUSHWOOD DRIVE

CHISELED SQ. ON N.E. CORNER OF SIGN FOUNDATION FOR

RAMP (SOUTH END OF JOB)

COM ED VAULT NEAR S.W. CORNER OF PLAZA 64 AT NORTH

CHISELED SQ. ON N.W. CORNER OF CONCRETE BASE OF

ORCH001 1,865,992.31 972,749.62 32+23.86

ORCH002 1,867,068.10 972,760.08 42+99.80

° 21’44"N 1 ° 07’15"N 0

ELEVATION

NGS MONUMENTS

MONUMENT

704.412

704.43

692.946

USGS 2 RGW 1963

USGS 2 RGW 1964

ZAU B 1995

OFFSET 8.05’ LT

STA 33+85.00

CP #102

OFFSET 1.93’ LT

STA 39+78.78

CP #103

OFFSET 64.21’ RT

STA 44+66.24

CP #104

OFFSET 37.76’ LT

STA 52+58.98

CP #106

OFFSET 37.37’ RT

STA 49+55.57

CP #105

OFFSET 66.06’ RT

STA 57+61.32

CP #107

OFFSET 2.67’ LT

STA 67+74.75

CP #108

103 1,866,747.079 972,759.450 685.422 MAG NAIL

104 1,867,235.506 972,823.936 690.862 MAG NAIL

105 1,867,724.777 972,796.070 701.581 CROSSCUT

106 1,868,027.199 972,720.292 702.280 CROSSCUT

107 1,868,528.433 972,826.875 690.500 MAG NAIL

109 1,867,946.039 972,867.793 680.452 MAG NAIL

110 1,867,940.458 972,655.296 681.059 MAG NAIL

CONTROL POINT 102

102 1,866,153.454 972,745.428 689.004 IRC

108 1,869,535.978 972,877.073 691.411 IRC

1"=25’ 1"=25’

CONTROL POINTS 108 CONTROL POINT 109 CONTROL POINT 110

EX. BRIDGEORCHARD ROAD ORCHARD ROAD GA

RD

EN

WA

Y

MEDIAN NOSE

90.84’

90.20’

80.33’

CURB

END OF

CURB

END OF

CONCRETE CORNER

15.3

3’

9.18’

8.73’

CORNER

CONCRETE

10.2

7’

10.02’

8.07’ SCUPPER FRAME

CORNERS OF

CONTROL POINT 103 CONTROL POINT 104 CONTROL POINT 105 CONTROL POINT 106

CONTROL POINT 107

1"=50’

BUSHWOOD DRIVE

BOC

CUSTOM

BEE HIVE

CENTER OF

18.90’

17.87’5

.05’

BOC

CUSTOMSCUPPER FRAME

CORNERS OF

1"=25’

8.8

2’

9.32’

8.82’

1"=25’

CORNER

CONCRETE

CONCRETE CORNER

12.4

8’

9.68’

9.74’

IN CURB

CROSSCUT

IN CURB

CROSSCUT

3.3

0’ 5

.70’

8.5

8’

1"=25’

GN

D.

BIT.

BIT.

30.0

2’

6.20’12.64’

ON POLE

S.E. BOLT

(METAL FRAME)

HANDHOLE

S.W. CORNER OF(METAL FRAME)

HANDHOLE

N.W. CORNER OF

(METAL FRAME)

HANDHOLE

S.E. CORNER OF

OF INLET

N.E. CORNER

(METAL FRAME)

HANDHOLE

S.W. CORNER OF

S.W. CORNER

CROSSCUT IN

S.W. CORNER

CROSSCUT IN

ON POLE

S.E. BOLT

OF B.M.-88

S.W. CORNER

680.749BM-88

16.7

0’

36.10’

53.6

8’

WEST SIDE OF ORCHARD ROAD, NORTH OF INTERSTATE 88

CHISELED SQ. ON THE SOUTHEAST EDGE OF UTILITY VAULT ON

MOST CORNER

IN NORTHERN

CROSSCUT

OFFSET 109.56’ RT

STA 51+76.68

CP #109

OFFSET 102.95’ LT

STA 51+71.54

CP #110

1" = 150’ 32+23.86 72+40.72

ALIGNMENTS, TIES AND BENCHMARKS


GENERAL NOTE

ELEVATIONS BASED ON N.A.V.D. 88 DATUM

SECTION COUNTY


TOTAL

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PLOT DATE = 10/16/2012

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REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

CROSS SECTION-STAGE I

CROSS SECTION-STAGE II

(Looking North)

(Looking North)

GENERAL NOTES FOR TRAFFIC CONTROL:

11’-0" 11’-0"

7’-0"

7’-0"

11’-0" 11’-0" 4’-0" 11’-0" 11’-0"

3’-1" 3’-1"

3’-1" 3’-1"

SB Traffic Lanes

22’-0"

NB Traffic Lanes

22’-0"

NB Traffic Lanes

22’-0"

SB Traffic Lanes

22’-0"

3 Spaces @ 6’-8"=20’-0" (Bridge Widening)3 Spaces @ 6’-8"=20’-0" (Bridge Widening)


STAGE CONSTRUCTION DETAILS


(Looking North)

3’-1" 3’-1"

NB Traffic Lanes

22’-0"

SB Traffic Lanes

22’-0"


4’-0"

Stage I Removal and Construction

28’-0"

1’-0"

1’-0"

ROAD

CLOSED

ROAD

CLOSED

ROAD

CLOSEDROAD

CLOSED

ROAD

CLOSED

ROAD

CLOSED

of the Engineer.

proposed traffic control plans shall be submitted for the written approval

but not at the expense of public safety or convenience. Any Contractor-

improve or modify the traffic control plans for his/her construction needs

traffic during execution of this Contract. However, the Contractor may

The traffic control plans shall serve as a guide for safe diversion of

All signs shall be post mounted.

existing signs.

The Contractor shall not mount construction traffic control signs on

All temporary pavement marking tape shall be Type III.

is started.

PAVEMENT MARKING and shall be in place before removal for each stage

Construction Section 700 WORK ZONE TRAFFIC CONTROL, SIGNING AND

Streets and Highways" and the Standard Specifications for Road and Bridge

or the latest edition of the "Manual of Uniform Traffic Control Devices for

All the traffic control devices shall conform to the Traffic Control plans

11’-0" 11’-0"

6 Spaces @ 6’-10"=41’-0" (Original Construction)


11’-0" 11’-0"

5’-0"

11’-0"11’-0"

5’-0"


CROSS SECTION-STAGE III

1’-0"

1’-0"

shoulder shall be maintained at all times on either side of traveled way

available to through traffic at all times. Additionally, a minimum of 1’-0" of

A minimum of two 11’-0" lanes in each direction over the bridge shall be

1’-0"

MIN. MIN.

MIN.

MIN.MIN.

1’-0"

MIN.

1’-0"

MIN.

1’-0"

MIN.

/RAB6

6

constructed only if approved by the Engineer.

pavement markings and replacement of paved shoulder will be

paint pavement markings and replacement of paved shoulder. Permanent

An item and estimated quantity has been included for permanent

the existing posted speed limit of 50 MPH.

Speed limit through construction area shall be reduced to 30 MPH down from

markings for traffic control and protection shall be removed.

Existing pavement markings in conflict with the temporary pavement

NARRATIVE FOR TRAFFIC CONTROL STAGES:

conditions as directed by the Engineer at no additional cost to the Contract.

701606-08, 701701-08, and 701901-02 and may be adjusted to fit field

shall be according to the maintenance of traffic plans and Highway Standards

The type, number, location and spacing of all signs and traffic control devices

of the engineer. Estimated quantities has been included for this work.

Short term pavement markings shall be used as necessary at the direction12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

displayed on message boards shall be approved by the engineer.

boards beyond the northern and southern limits of the project. Message

Two weeks prior to construction, contractor shall place changeable message

the bridge. Traffic lanes shall be a minimum of 11’ wide on Orchard Road.

Traffic shall shift to the west to avoid the work zone on the east side of

Stage I Traffic

Stage I Construction

Stage II Traffic

Stage II Construction

as shown on the plans, including necessary traffic signal modifications

Temporary traffic controls shall be in place at the beginning of each stage

Traffic lanes shall be a minimum of 11’ wide on Orchard Road.

shift to the west to avoid the work zone on the center of the bridge.

Northbound traffic shall shift to the east, while southbound traffic shall

the bridge. Traffic lanes shall be a minimum of 11’ wide on Orchard Road.

Traffic shall shift to the east to avoid the work zone on the west side of

Stage III Traffic

Stage III Construction

approach slabs. This includes repairs needed at the expansion joints.

constructed on the western third (28’) of the bridge deck and

The 1 1/2" of bridge deck scarification and latex overlay shall be


constructed on the center third (28’) of the bridge deck and



constructed on the eastern third (28’) of the bridge deck and


engineer.

and replacement of paved shoulders shall be completed as directed by the

and permanent pavement markings shall be restored. Additionally, evaluation

After bridge repairs have been completed, restoration of signal actuation

NTS N/A N/A

Stage II Removal and Construction

28’-0"

Stage III Removal and Construction

28’-0"

SECTION COUNTY


TOTAL

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PLOT DATE = 10/16/2012

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REVISED

REVISED


F.A.P.

10-17-2012

JAP

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JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

EX. R.O.W.

50+00 55+00

60+00

35+00 40+00 45+00

MA

TC

HLIN

E

ST

A.

49

+00.0

0

MA

TC

HLIN

E

ST

A.

49

+00.0

0

0 50 50

HORIZONTAL SCALE

0 50 50

HORIZONTAL SCALE

STAGE ONE: GENERAL NOTESLEGEND

3.

2.

1.

DIRECTION OF TRAVEL

TEMPORARY MOT SIGN

CONCRETE BARRIER WALL

CRASH ATTENUATOR

CONSTRUCTION ZONE

TYPE III BARRICADE

DRUMS WITH STEADY BURN LIGHT

7

71" = 50’ 39+02.15 62+00.00

EX.

R.O.W.

EX.

R.O.W.

EX. R.O.W.

4.

5.

BE DETERMINED BY ENGINEER

WEEK ADVISORY PERIOD SHALL

DISPLAYED DURING THE TWO

OF STAGE ONE. MESSAGE

WEEKS PRIOR TO THE START

DISPLAYED AT LEAST TWO

MESSAGE BOARDS SHALL BE

OF THE SHIFT

POINTING IN THE DIRECTION

TAPER SECTIONS AND PLACED

DRUMS LOCATED WITHIN

SHALL BE PLACED ON

DIRECTIONAL INDICATORS

SUGGESTED STAGE OF CONSTRUCTION AND TRAFFIC CONTROL - STAGE 1ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121

WORKERS NOT PRESENT ON JOB SITE.

WORKERS SIGNS TO BE REMOVED WHEN

*

*

*

13 14

MODIFIED DURING THIS STAGE

INTERSECTION SHALL NOT BE

NORTH INTERSTATE RAMP

CABLE PLANS SHEET &

DETECTION SEE SIGNAL AND

OPPERATED UNDER VIDEO

INTERSECTION SHALL BE

SOUTH INTERSTATE RAMP

OTHERWISE NOTED

CENTER TO CENTER UNLESS

BARREL SPACING SHALL BE 25’ 6.

FEET UNLESS OTHERWISE STATED

MINIMUM SIGN SPACING IS 100

EX.

R.O.W.

EX.

R.O.W.

EX. R.O.W.

EX. R.O.W.

EX.

R.O.W.

EX.

R.O.W.

ONLYONLY ONLY

239’ STORAGE

11’

11’

11’11’

11’

11’

11’11’

11’

11’

11’

11’

11’

12’

11’

+50.04

25:1 TAPER (179’)

11’

12’

12’

25:1 TAPER (331’)

12’

12’

12’

12’

48"x48"

W1-4bL

48"x48"

W1-4bL

48"x48"

W1-4bL

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

48"x48"

W3-5(0)

WORKERS

48"x48"

W21-I110(0)

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

350’ 350’ 350’ 350’

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

350’

36"x18"

W1-7(0)

MESSAGE SIGN

PORTABLE CHANGEABLE

350’

36"x60"

G20-I103(O)

MINIMUM$375 FINE

MINIMUM$375 FINE

LIMIT

SPEED

ZONE

WORK

LIMIT

SPEED

LIMIT

SPEED

ZONE

WORK

+93.3

0

SPEED LIMIT

WORK ZONE

END

90’

R

ONLY

ST

A.

39

+02.1

5M

AT

CH

EXIS

TIN

GB

EGIN

TE

MP.

MA

RKIN

GS

EDGE LINEEX. SYMBOLS AND

(TYP.)4" WHITE

(TYP.)12" YELLOW

(TYP.)4" WHITE

(TYP.)24" WHITE

+99.62

+75.59

61.77’ RT

+87.00

+36.37

+67.02

ONLY

EASTBOUND RAMP

INTERSTATE 88

(TYP.)12" YELLOW

ORCHARD ROAD

YELLOW (TYP.)4" DOUBLE


8:1 FLARE

ONLY ONLY

+00.57

+19.12

93.99’ RT

LANE

TURN

RIGHT

24"x24"

R 3-I100R

21"x15"

M6-2R

STANDARD TC-14)

(PER IDOT DISTRICT

15.4:1 TAPER (135’)

14:1 TAPER (155’)

30

30

30

MPH30

MPH30

MPH30

ST

A.

48

+13.5

8B

EGIN

CO

NC.

BA

RRIE

R

ST

A.

42

+80.9

8E

ND

LA

NE

SHIF

T

ST

A.

41+02.5

0S

TA

RT

LA

NE

SHIF

T

24"x24"

W13-1(O)

24"x24"

W13-1(O)

24"x24"

W13-1(O)

48"x48"

W3-5(0)

LIMIT

SPEED

40

500’ 500’

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

36"x12"

W2-Ill3(O)

MINIMUM$375 FINE

BEGINS

LIMIT

SPEED

ZONE

WORK

40

116.00’ RT

EXISTING

MATCH

MATCH EX.

+85.43

MARKINGSEX. PAVEMENTMARKINGSEX. PAVEMENTMARKINGSEX. PAVEMENT

105.71’ RT

MARKINGS (TYP.) TEMP SYMBOLMARKINGS (TYP.) TEMP SYMBOL

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106MINIMUM$375 FINE

LIMIT

SPEED

ZONE

WORK

30

32.18’ RT

+75.97

17.16’ RT

+07.41

17.04’ RT

+44.2217.14’ RT

+97.82

6.8

8’

LT

+76.2

8

4.80’ LT

+62.19

16.81’ LT

+81.2438.81’ LT

+80.98

7.47’ LT

+50.56

31.31’ LT

+95.57

8.18’ RT

+75.45

ONLY

11’

11’

11’

11’

12’

12’

+35.00

11’

11’

11’

11’

11’

12:1 TAPER (320’)

300’ WORK ZONE

4’

48"x48"

W1-4bR

36"x18"

W2-Ill5(O)

36"x18"

R2-I106

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

350’

36"x18"

W1-7(0)

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)48"x48"

W3-5(0)

WORKERS

48"x48"

W21-I110(0)

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

350’

MESSAGE SIGN

PORTABLE CHANGEABLE

36"x48"

R2-1

MINIMUM$375 FINE

MINIMUM$375 FINE

LIMIT

SPEED

ZONE

WORK

LIMIT

SPEED

LIMIT

SPEED

ZONE

WORK

28’

ONLY

ONLY

(TYP.)4" WHITE

(TYP.)24" WHITE

(TYP.)12" YELLOW

WESTBOUND RAMP

INTERSTATE 88

ORCHARD ROAD

EX. BRIDGE

INTERSTATE 88


30

30 30

MPH30

350’ 350’ 350’ 350’

ST

A.

53

+49.3

6E

ND

CO

NC.

BA

RRIE

R

(TYP.)4" WHITE

24"x24"

W13-1(O)

48"x48"

W3-5(0)

LIMIT

SPEED

40

500’ 500’

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

36"x12"

W2-Ill3(O)

MINIMUM$375 FINE

BEGINS

LIMIT

SPEED

ZONE

WORK

40

MATCH EX.

12’

12’

ST

A.

62

+00.0

0

MA

TC

H

EXIS

TIN

G

EN

D

TE

MP.

MA

RKIN

GS

12’

MPH30

24"x24"

W13-1(O)

48"x48"

W1-4bR

36"x60"

G20-I103(O)

SPEED LIMITWORK ZONE

END

STA. 62+00.00

TAPER LIMIT

NORTHERN

12’

11’

11’

R90’

MARKINGS (TYP.)EX. PAVEMENTMARKINGS (TYP.)EX. PAVEMENTMARKINGS (TYP.)EX. PAVEMENT

YELLOW (TYP.)4" DOUBLEYELLOW (TYP.)4" DOUBLE(TYP.)

4" WHITE

24"x24"

R 3-I100L

21"x15"

M6-2L

STANDARD TC-14)

(PER IDOT DISTRICT

LANE

TURN

LEFT

(TYP.)24" WHITE

ONLY

ONLY

MARKINGS (TYP.) TEMP SYMBOL

MINIMUM$375 FINE

ZONE

WORK

LIMIT

SPEED

30

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

17.7

1’

LT

+32.1

0

8.29’ RT

+32.85 7.70’ RT

+83.77

14.36’ LT

+19.17

28.07’ RT

+28.16

+10.15

43.51’ RT

31.65’ RT

+99.89

6.40’ RT

+62.06

18.80’ LT

+69.80

36.76’ LTSTA. 60+22.58START LANE SHIFT

32.00’ LTSTA. 62+00.00END LANE SHIFT

18.06’ LT

+85.09

SECTION COUNTY


TOTAL

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PLOT DATE = 10/16/2012

=

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CHECKED

DRAWN

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-

-

-

REVISED

REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

EX.

R.O.W.

EX.

R.O.W.

EX. R.O.W.

EX.

R.O.W.

EX.

R.O.W.

EX. R.O.W.

EX. R.O.W.

MA

TC

HLIN

E

ST

A.

49

+00.0

0

MA

TC

HLIN

E

ST

A.

49

+00.0

0

0 50 50

HORIZONTAL SCALE

8

8 39+02.15 62+00.001" = 50’

EX.

R.O.W.

EX.

R.O.W.

4.

3.

2.

1.

STAGE TWO: GENERAL NOTES

DIRECTION OF TRAVEL

TEMPORARY MOT SIGN


CRASH ATTENUATOR

CONSTRUCTION ZONE

TYPE III BARRICADE


LEGEND

OF THE SHIFT




SHALL BE PLACED ON




WORKERS SIGNS TO BE REMOVED WHEN*

*

*

13 14

5.






CABLE PLANS SHEET &

DETECTION SEE SIGNAL AND

OPPERATED UNDER VIDEO

INTERSECTION SHALL BE


OTHERWISE NOTED


BARREL SPACING SHALL BE 25’

ONLY

35+00 40+00 45+00

11’

11’

240’ STORAGE

11’

11’

11’

11’

11’12’

12’

12’

12’

11’

11’

11’

11’

11’

36"x60"

G20-I103(O)


END 48"x48"

W1-4bL

25:1 TAPER (141’)

16.5’+79.35

25:1 TAPER (95’)

48"x48"

W1-4bR

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"


LIMIT

SPEED

ZONE

WORK

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

36"x18"

W1-7(0)

350’

48"x48"

W1-4bR

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

48"x48"

W3-5(0)

WORKERS

48"x48"

W21-I110(0)

350’ 350’ 350’

MESSAGE SIGN

PORTABLE CHANGEABLE

MINIMUM$375 FINE

LIMIT

SPEED

LIMIT

SPEED

ZONE

WORK

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

ONLY

ONLY

ST

A.

39

+02.1

5M

AT

CH

EXIS

TIN

GB

EGIN

TE

MP.

MA

RKIN

GS

(TYP.)12" YELLOW

(TYP.)4" WHITE

(TYP.)24" WHITE

+99.62

99.39’ RT

+75.59

63.63’ RT

(TYP.)4" WHITE


(TYP.)4" WHITE(TYP.)4" WHITE(TYP.)4" WHITE

EASTBOUND RAMP

INTERSTATE 88

ORCHARD ROAD


(TYP.)12" YELLOW


8:1 FLARE

30

48"x48"

W3-5(0)

40

LIMIT

SPEED

350’

30

ST

A.

42

+35.7

2E

ND

LA

NE

SHIF

T

MPH30

MPH3030

14.1:1 TAPER (155’)

ST

A.

48

+01.1

4B

EGIN

CO

NC.

BA

RRIE

R

24"x24"

W13-1(O)

24"x24"

W13-1(O)

24"x24"

W13-1(O)

MINIMUM$375 FINE

BEGINS

LIMIT

SPEED

ZONE

WORK

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

36"x12"

W2-Ill3(O)

40

500’500’

ONLY ONLY

116.00’ RT

EXISTING

MATCH


31.20’ RT

+79.22

6.74’ RT

+81.23

30.86’ RT

+32.57

+78.95

30.9

7’

LT

ST

A.

40

+84.3

9B

EGIN

LA

NE

SHIF

T

7.18’ LT

+46.98

32.09’ RT

+12.53

17.24’ LT

+72.20

32.00’ RT

+73.00

32.00’ RT

+05.32

10.00’ RT

+44.55

17.92’ LT

+77.23

MPH30

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"


LIMIT

SPEED

ZONE

WORK

30

50+00 55+00

60+00

ONLYONLY ONLY

11’

11’

12’

12’

11’

11’

11’

11’ 12’11’

11’ 11’

11’

11’

11’

+23.72

48"x48"

W1-4bL

+81.92

15:1 TAPER (184’)

36"x18"

W2-Ill5(O)

36"x18"

R2-I106

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

350’

36"x18"

W1-7(0)

36"x48"

R2-1

MINIMUM$375 FINE

ZONE

WORK

LIMIT

SPEED

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)48"x48"

W3-5(0)

WORKERS

48"x48"

W21-I110(0)

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

350’ 350’ 350’ 350’MESSAGE SIGN

PORTABLE CHANGEABLE

350’

MINIMUM$375 FINE

LIMIT

SPEED

LIMIT

SPEED

ZONE

WORK

300’ WORK ZONE

28’

ONLY

+00.93

(TYP.)12" YELLOW

(TYP.)4" WHITE

(TYP.)24" WHITE

WESTBOUND RAMP

INTERSTATE 88

INTERSTATE 88

EX. BRIDGE


8:1 FLARE

ONLY

MPH30

3030

30

ST

A.

52

+87.9

7E

ND

CO

NC.

BA

RRIE

R

48"x48"

W3-5(0)

LIMIT

SPEED

40

ST

A.

49

+50.5

3B

EGIN

CO

NC.

BA

RRIE

R

24"x24"

W13-1(O)

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

36"x12"

W2-Ill3(O)

MINIMUM$375 FINE

BEGINS

LIMIT

SPEED

ZONE

WORK

40

500’ 500’

12’

12’

ST

A.

62

+00.0

0

MA

TC

H

EXIS

TIN

G

EN

D

TE

MP.

MA

RKIN

GS

12’

(TYP.)4" WHITE

ORCHARD ROAD

STA. 62+00.00

TAPER LIMIT

NORTHERN

11’

11’

12’

R90’

(TYP.)4" WHITE

YELLOW (TYP.)4" DOUBLEYELLOW (TYP.)4" DOUBLE

(TYP.)4" WHITE

(TYP.)4" WHITE

ST

A.

54

+74.8

6E

ND

CO

NC.

BA

RRIE

R

ONLY

ONLY

MARKINGS (TYP.) TEMP SYMBOLS


(TYP.)4" WHITE

MARKINGS (TYP.) TEMP SYMBOL

36"x60"

G20-I103(O)


END

24"x24"

R 3-I100L

21"x15"

M6-2L

STANDARD TC-14)

(PER IDOT DISTRICT

LANE

TURN

LEFT

MPH30

24"x24"

W13-1(O)

48"x48"

W1-4bR

17.92’ LT

+51.30

41.47’ RT

+22.50

MATCH EX.

+35.00

8.00’ RT

+14.79

+01.19

18.37’ LT

+69.99

9.00’ RT

+17.90

40.65’ LT

+58.1239.83’ LTSTA. 60+21.38START LANE SHIFT


18.14’ LT

+83.87

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

C_

Civil\

Sheets\

MO

T


C-002

MO

T - S

TA

GE 2.d

gn

zulkowsdUSER NAME =

PLOT SCALE = 100.0000 ’ / in.

PLOT DATE = 10/16/2012

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

EX. R.O.W.

EX. R.O.W.

MA

TC

HLIN

E

ST

A.

49

+00.0

0

MA

TC

HLIN

E

ST

A.

49

+00.0

0

0 50 50

HORIZONTAL SCALE

0 50 50

HORIZONTAL SCALE

9

9 39+02.15 62+00.001" = 50’

EX. R.O.W.

EX.

R.O.W.

EX.

R.O.W.

4.

3.

2.

1.

DIRECTION OF TRAVEL

TEMPORARY MOT SIGN


CRASH ATTENUATOR

CONSTRUCTION ZONE

TYPE III BARRICADE


LEGEND STAGE THREE: GENERAL NOTES

OF THE SHIFT




SHALL BE PLACED ON




WORKERS SIGNS TO BE REMOVED WHEN*

*

*

13 14

5.






PLANS SHEET &

REMOVED SEE SIGNAL AND CABLE

RESTORED AND VIDEO DETECTION

DETECTOR LOOP FUNCTIONALITY

INTERSECTION SHALL HAVE


OTHERWISE NOTED


BARREL SPACING SHALL BE 25’

35+00 40+00 45+00

11’

11’

11’

11’

11’

11’11’

11’

11’

11’

11’

11’

11’

12’

12’

12’

12’

12’

8.5’19.5’

4’

50:1 TAPER (330’)

25:1 TAPER (41’)

48"x48"

W1-4bR

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

350’

36"x18"

W1-7(0)

MINIMUM$375 FINE

LIMIT

SPEED

ZONE

WORK

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

48"x48"

W3-5(0)

WORKERS

48"x48"

W21-I110(0)

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

350’ 350’ 350’

MESSAGE SIGN

PORTABLE CHANGEABLE

350’

MINIMUM$375 FINE

LIMIT

SPEED

LIMIT

SPEED

ZONE

WORK

48"x48"

W1-4bL

36"x60"

G20-I103(O)

R90’

15:1 TAPER (316’)

25:1 TAPER (164’)

ONLY

ONLY

230’ STORAGE

SPEED LIMIT

WORK ZONE

END

ST

A.

39

+02.1

5M

AT

CH

EXIS

TIN

GB

EGIN

TE

MP.

MA

RKIN

GS


(TYP.)4" WHITE

(TYP.)12" YELLOW

(TYP.)4" WHITE

(TYP.)24" WHITE

+75.59

68.63’ RT

+99.62

97.39’ RT


(TYP.)4" WHITE(TYP.)4" WHITE

EASTBOUND RAMP

INTERSTATE 88

ORCHARD ROAD


(TYP.)12" YELLOW


8:1 FLARE

30

30

30

ST

A.

48

+71.2

7B

EGIN

CO

NC.

BA

RRIE

R

48"x48"

W3-5(0)

LIMIT

SPEED

40

MPH30

ST

A.

42

+15.9

1E

ND

LA

NE

SHIF

T

MPH30

24"x24"

W13-1(O)

24"x24"

W13-1(O)

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

36"x12"

W2-Ill3(O)

MINIMUM$375 FINE

BEGINS

LIMIT

SPEED

ZONE

WORK

40

500’500’

ONLY ONLY

116.00’ RT

EXISTING

MATCH

+51.33

EX. PAVEMENT MARKINGSEX. PAVEMENT MARKINGSEX. PAVEMENT MARKINGS


7.21’ RT

+60.59

31.8

8’

LT

ST

A.

41+75.0

1B

EGIN

LA

NE

SHIF

T

7.88’ LT

+71.38

10.70’ LT

+66.19

10.15’ RT

+10.30

+76.37

+06.26 32.77’ RT

+99.57

33.56’ RT

+11.28

33.79’ RT

+44.17

41.18’ RT

+01.25

+34.3

2

30.1

6’

LT

ST

A.

46

+19.6

2

BE

GIN

LA

NE

SHIF

T

2.78’ RT

+67.2530.46’ LT

+37.84

ONLY

J

JONLYONLY ONLY

EX.

R.O.W.

EX.

R.O.W.

EX. R.O.W.

EX. R.O.W.

EX.

R.O.W.

EX.

R.O.W.

50+00 55+00

60+00

11’

11’

11’

11’

11’

11’

11’

11’

4’

28’

48"x48"

W1-4bL AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)48"x48"

W3-5(0)

WORKERS

48"x48"

W21-I110(0)

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

100’ 350’ 350’ 350’

MESSAGE SIGN

PORTABLE CHANGEABLE

350’

MINIMUM$375 FINE

LIMIT

SPEED

LIMIT

SPEED

ZONE

WORK

36"x60"

G20-I103(O)

+50.73 13:1 TAPER (125’)

AHEAD

CONSTRUCTION

ROAD

48"x48"

W20-I103(0)

350’

36"x18"

W1-7(0)

MINIMUM$375 FINE

ZONE

WORK

LIMIT

SPEED

36"x18"

R2-I106

36"x48"

R2-1

36"x18"

W2-Ill5(O)

48"x48"

W1-4bR

48"x48"

W1-4bL

SPEED LIMIT

WORK ZONE

END

(TYP.)4" WHITE (TYP.)

24" WHITE

(TYP.)12" YELLOW

ONLY

(TYP.)4" WHITE

ONLY

WESTBOUND RAMP

INTERSTATE 88

INTERSTATE 88

EX. BRIDGE

ORCHARD ROAD


8:1 FLARE 8:1 FLARE (100’)

300’ WORK ZONE

30

30

30

16.4:1 TAPER (170’)

ST

A.

53

+82.3

3E

ND

CO

NC.

BA

RRIE

R

MPH30

MPH30

MPH30

16’

ST

A.

62

+00.0

0

MA

TC

H

EXIS

TIN

G

EN

D

TE

MP.

MA

RKIN

GS

24"x24"

W13-1(O)

24"x24"

W13-1(O)

24"x24"

W13-1(O)

LIMIT

SPEED

40

48"x48"

W3-5(0)

500’500’

36"x18"

W2-Ill5(O)

36"x48"

R2-1

36"x18"

R2-I106

36"x12"

W2-Ill3(O)

MINIMUM$375 FINE

BEGINS

LIMIT

SPEED

ZONE

WORK

40

12:1 TAPER (196’)

12’

12’

12’

12’

ONLY


(TYP.)4" WHITE (TYP.)4" WHITE (TYP.)4" WHITE (TYP.)4" WHITE

(TYP.)24" WHITE

65’

R



MARKINGS (TYP.)TEMP SYMBOL

(TYP.)4" WHITE (TYP.)4" WHITE

18.84’ RT

+82.49 8.00’ RT

+49.89

32.50’ RT

+01.19

8.00’ RT

+17.59

32.01’ LT

+27.15


8.00’ LT

+56.96

6.9

0’

LT

ST

A.

49

+35.3

1E

ND

LA

NE

SHIF

T

7.2

5’

LT

ST

A.

52

+83.0

9B

EGIN

LA

NE

SHIF

T

44.00’ RT

+35.00

12’

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

C_

Civil\

Sheets\

MO

T


C-003

MO

T - S

TA

GE 3.d

gn

zulkowsdUSER NAME =

PLOT SCALE = 100.0000 ’ / in.

PLOT DATE = 10/16/2012

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

ONLY ONLY

ONLY ONLY

ONLY

ORCHARD ROAD

MA

TC

HLIN

E

ST

A.

49

+00.0

0

0 50 50

HORIZONTAL SCALE

0

VERTICAL SCALE

5 5

LEGEND

10

10

DEMOLITION AND REMOVAL NOTES:

PAVEMENT MARKINGS)(INCLUDES RAISED/RECESSEDPAVEMENT MARKING REMOVAL

39

+02.1

5

RE

MO

VA

L

LI

MIT

PA

VE

ME

NT

MA

RKIN

G

41+04.0

0

REP

LA

CE

ME

NT

LI

MIT

SH

OU

LD

ER

RAMP SHALL REMAIN

FROM TAPER TO INTERSECTION

AND SHOULDER EDGE LINES

EX. RIGHT TURN SYMBOLS REMOVAL

PAVEMENT MARKING

AS DIRECTED BY ENGINEERREPLACEMENT (SEE NOTE #2)HMA SHOULDER REMOVAL AND

UTILIZED IN MOT, SEE NOTE 2)

REPLACEMENT (THIS PAVEMENT IS

POSSIBLE FULL DEPTH SHOULDER

1" = 50’ 39+02.15 49+00.00

EASTBOUND RAMP

INTERSTATE 88

PLAN AND PROFILEORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121

+75.63

+28.6532.00’ RT

SHALL REMAIN

ISLAND MARKINGS

EX. STOP BAR AND

O/S 116.00’

AND REMOVAL LIMIT

SHOULDER REPLACEMENT

32.1

7’

RT

+74.3

1

SCARIFICATION/OVERLAY AREA

BRIDGE DECK

OF PROJECT ON THESE STRUCTURES

BE INSTALLED THROUGHOUT ALL STAGES

FROM DEBRIS. FILTRATION BASKETS SHALL

SLABS SHALL BE PROPERLY PROTECTED

ALL SCUPPERS ON BRIDGE APPROACH

IDENTIFIED BY ENGINEER

FOR ANY DAMAGED SHOULDERS AS

REPLACEMENT SHALL BE COMPLETED

FULL DEPTH SHOULDER REMOVAL AND

AFTER MOT STAGE 3 IS COMPLETE,

2.

1.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. SCALE:

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.

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

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

C_

Civil\

Sheets\

Plan and

Profile\

PP-01.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

JAP

CHECKED

DRAWN

DATE

F.A.P.

C-xx-xxx-xx

HSIP-xxxx (xxx)

KANE

CONTRACT NO.

11-00202-03-BRSDZ

SDZ

10-17-2012

38

38

336


KANE COUNTY

35+00

PC

Sta 36

+76.9

4

PT

Sta 38

+36.4

9

PI

Sta 37

+56.7

2

40+00

PI

Sta 42

+99.8

0

45+00

+9797.6’

130.0’

+2870.9’

+67154.6’

+08130.0’

114.6’+67

+05.6

EX. R.O.W.

EX. R.O.W.

35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00

688.2

0

687.9

7

687.7

3

687.4

8

687.2

3

686.9

8

686.7

3

686.4

7

686.2

2

685.9

7

685.7

0

685.4

4

685.5

1

685.5

9

686.0

1

686.4

3

687.2

7

688.1

1

689.2

2

690.3

4

691.6

1

692.8

8

693.9

9

695.1

0

696.2

9

697.4

9

698.5

7

699.6

5

700.5

4

701.4

3

675

680

685

690

695

700

675

680

685

690

695

700

ORCHARD RD. EXISTING ~ PROFILE

ONLY

ONLY

ONLY

ONLY

INTERSTATE 88

ORCHARD ROAD

J

J

0 50 50

HORIZONTAL SCALE

0

VERTICAL SCALE

5 5

MA

TC

HLIN

E

ST

A.

49

+00.0

0

OVERLAY AREA

SCARIFICATION/

LEGEND

11

11

REMOVAL

PAVEMENT MARKING

DEMOLITION AND REMOVAL NOTES:

PAVEMENT MARKINGS)(INCLUDES RAISED/RECESSEDPAVEMENT MARKING REMOVAL

AS DIRECTED BY ENGINEERREPLACEMENT (SEE NOTE #2)HMA SHOULDER REMOVAL AND

UTILIZED IN MOT, SEE NOTE 2)

REPLACEMENT (THIS PAVEMENT IS

POSSIBLE FULL DEPTH SHOULDER

WESTBOUND RAMP

INTERSTATE 88

1" = 50’ 49+00.00 62+00.00

PLAN AND PROFILEORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121

62

+00.0

0

RE

MO

VA

L

LI

MIT

PA

VE

ME

NT

MA

RKIN

G

62

+00.0

0

REP

LA

CE

ME

NT

LI

MIT

SH

OU

LD

ER

55.0

0’

RT

+54.0

0

+90.0012.00’ RT

+90.0055.00’ RT

32.0

0’

RT

+54.0

0

+35.0044.00’ RT

32.00’ RT+35.00

55

+00.1

5

REP

LA

CE

ME

NT

LI

MIT

SH

OU

LD

ER49+55.48

SCARIFICATION LIMIT

SHOULDER REPLACEMENT/

52+59.36

SCARIFICATION LIMIT

SHOULDER REPLACEMENT

IDENTIFIED BY ENGINEER

FOR ANY DAMAGED SHOULDERS AS

REPLACEMENT SHALL BE COMPLETED

FULL DEPTH SHOULDER REMOVAL AND

AFTER MOT STAGE 3 IS COMPLETE,

OF PROJECT ON THESE STRUCTURES

BE INSTALLED THROUGHOUT ALL STAGES

FROM DEBRIS. FILTRATION BASKETS SHALL

SLABS SHALL BE PROPERLY PROTECTED

ALL SCUPPERS ON BRIDGE APPROACH2.

1.SCARIFICATION/OVERLAY AREA

BRIDGE DECK

LIMITS OF STRUCTURE

52

+59.3

6

49

+55.4

8

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF SHEETS STA. TO STA. SCALE:

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.

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

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

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Models and

Sheets\04_

C_

Civil\

Sheets\

Plan and

Profile\

PP-02.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

JAP

CHECKED

DRAWN

DATE

F.A.P.

C-xx-xxx-xx

HSIP-xxxx (xxx)

KANE

CONTRACT NO.

11-00202-03-BRSDZ

SDZ

10-17-2012

38

38

336


KANE COUNTY

50+00 55+00

PC

Sta 55

+76.6

9

60+00

PI

Sta 64

+14.6

0

250’

250’

70’

70’

+79130.0’

+79130.1’

70.0’

130.0’

70.0’

+29130.0’

+01.1130.1’+29

+96.7

130.1’

+42.1

+32.2

EX.

R.O.W.

EX.

R.O.W.

EX. R.O.W.

EX. R.O.W.

EX.

R.O.W.

EX.

R.O.W.

49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00

701.4

3

702.2

4

702.8

7

703.2

0

703.5

0

703.4

7

703.3

9

703.1

0

702.5

8

701.8

6

701.1

3

700.1

1

699.0

8

697.7

8

696.4

7

695.0

0

693.5

3

692.0

7

690.6

1

689.2

6

687.9

2

686.8

6

685.8

1

685.1

7

684.5

3

684.3

3

684.1

2

684.2

6

684.4

0

685.0

1

685.6

2

680

685

690

695

700

705

680

685

690

695

700

705

ONLYONLY ONLY

INTERSTATE 88

ORCHARD RD. EXISTING ~ PROFILE

EX.

R.O.W.

EX.

R.O.W.

EX. R.O.W.

EX. R.O.W.

EX.

R.O.W.

EX.

R.O.W.

50+00 55+00

60+00

MA

TC

HLIN

E

ST

A.

49

+00.0

0

MA

TC

HLIN

E

ST

A.

49

+00.0

0

0 50 50

HORIZONTAL SCALE

0 50 50

HORIZONTAL SCALE

12

12

GENERAL NOTES:

ENGINEER

TO THE SATISFACTION OF COUNTY

DETECTION AND PHASING RESTORED

THEIR EXISTING TRAFFIC SIGNAL

RAMP INTERSECTIONS SHALL HAVE

BOTH EASTBOUND AND WESTBOUND

PER STANDARD KC781001-04

MARKERS SHALL BE INSTALLED

RECESSED REFLECTIVE PAVEMENT

HAS BEEN COMPLETED

SHOULDER FULL DEPTH REPLACEMENT

NOT BE INITIATED UNTIL AFTER

PAVEMENT MARKING PLAN SHALL 3.

2.

1.

1" = 50’ 39+02.15 62+00.00

PROPOSED PAVEMENT MARKING PLANORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121

4.

SLAB PAVEMENT

PAVEMENT OR THE BRIDGE APPROACH

INSTALLED IN THE BRIDGE DECK

NO PAVEMENT MARKERS SHALL BE

SEE GENERAL NOTE 4

ONLY

ONLY

ONLY

ONLY

WESTBOUND RAMP

INTERSTATE 88

12’1

2’

12’1

2’

16’

220’ TAPER

+36.1

0

ST

A.

62

+00.0

0

PA

VE

ME

NT

MA

RKIN

GS

MA

TC

H

ExIS

TIN

G

(ONE-WAY CRYSTAL AT 80’ C-C)RECESSED REFLECTIVE PAVEMENT MARKER

1203 L.F. 4" WHITE SOLID

AT 45° 50’ C-CSOLID YELLOW255 L.F. 12"

LINE (2’ DASH 6’ SKIP)117 L.F. 6" WHITE DOTTED

YELLOW @ 11" C-C1656 L.F. 2 - 4"

+01.7

4

220’ TAPER

12’1

2’

12’1

2’

16’

12’

240’ STORAGE

8.00’ RT+22.15

3’R

2.34’ RT+23.54

R65’

R90’



+00.5

4

36 L.F. 24" WHITE SOLIDYELLOW @ 11" C-C751 L.F. 2 - 4"


(10’ DASH, 30’ SKIP)373 L.F. 4" WHITE SKIP-DASH

R2’

12’

12’1

2’

12’

12’

4’

INTERSTATE 88

ORCHARD ROAD

(ONE-WAY AMBER AT 40’ C-C)RECESSED REFLECTIVE PAVEMENT MARKER

57.38’ RT+82.78

ONLYONLY ONLY(10’ DASH, 30’ SKIP)1636 L.F. 4" WHITE SKIP-DASH


8.0

0’

LT

+56.1

0

32.0

0’

RT

+81.1

9

MATCH EX.+35.00

32.0

0’

LT

+27.1

5

35+00 40+00 45+00 ON

LY ONLY

ONLY ONLY

ONLY

EASTBOUND RAMP

INTERSTATE 88

ST

A.

39

+02.1

5P

AV

EM

EN

T

MA

RKIN

GS

MA

TC

H

ExIS

TIN

G

12’1

2’

12’1

2’

16’



MATCH EX.+85.43


EX. WHITE SYMOBLS


AT 45° 50’ C-CSOLID YELLOW198 L.F. 12"



3’R

90’

R

2.35’ RT+13.96

8.00’ RT+12.53

12’12’ 12’

+72.0

6

12’

R65’

17’

R2’



12’1

2’

12’1

2’

12’

4’ 400’ STORAGE





AT 40’ C-C)(ONE-WAY AMBERPAVEMENT MARKERRECESSED REFLECTIVE

(ONE-WAY CRYSTAL AT 80’ C-C)RECESSED REFLECTIVE PAVEMENT MARKER

YELLOW @ 11" C-C1032 L.F. 2 - 4"


ORCHARD ROAD

55.4

9’

RT

+75.5

9

MATCH EX.116.00’ RT



61 L.F. 4" YELLOW SOLID

YELLOW @ 11" C-C734 L.F. 2 - 4"

32.00’ RT+28.65

32.0

0’

LT

+36.2

9

32.00’ RT+55.624

8’

+9797.6’

130.0’

+2870.9’

+67154.6’

+08130.0’

114.6’+67

+05.6

EX. R.O.W.

EX. R.O.W.

SECTION COUNTY


TOTAL

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Sheets\

Pave

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Marking.d

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zulkowsdUSER NAME =

PLOT SCALE = 100.0000 ’ / in.

PLOT DATE = 10/16/2012

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

ONLY

ONLY ONLY

ONLY

42

PI

Sta 42

+99.8

0

43 44 45+00 46 47

40’

MA

48’

MA

H

HH

H H H

H

H

V

ONLY

48 49

H

H

H

J

TRAFFIC SIGNAL CONTROLLER

DOUBLE HANDHOLE

HANDHOLE

HEAVY DUTY HANDHOLE

JUNCTION BOX

EXISTING PROPOSED

DETECTOR LOOP

MAST ARM ASSEMBLY AND POLE, STEEL

SIGNAL POST

SIGNAL HEAD WITH BACK PLATE

EMERGENCY VEHCILE SYSTEM DETECTOR

SIGNAL HEAD, PEDESTRIAN

PEDESTRIAN PUSHBUTTON DETECTOR

CONFIRMATION BEACON

CONDUIT IN TRENCH OR PUSHED

UNIT DUCT

H

J

H

J

TRAFFIC SIGNAL LEGEND

ABBREVIATIONS

30’-E-1" UD

26’-E-2"

15’-T

2 1/2"

(LENGTH OF ITEM) - (IN TRENCH)

(SIZE OF CONDUIT)

RESTORATION OF WORK AREA.

AND 250 RESPECTIVELY.

APPROVED SOD. AND ALL DAMAGE TO UNMOWED FIELDS SHALL BE SEEDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS 252

SIDEWALKS, PAVEMENT, ETC. SHALL BE REPLACED IN KIND. ALL DAMAGE TO MOWED LAWNS SHALL BE REPLACED WITH AN

WORK PERFORMED AND NO EXTRA COMPENSATION SHALL BE ALLOWED. ALL ROADWAY SURFACES SUCH AS SHOULDERS, MEDIAN,

RESTORATION OF THE TRAFFIC SIGNAL WORK AREA SHALL BE INCLUDED IN THE COST OF THE

HORIZONTAL SCALE

020 20 40

SIGNAL HEAD WITH BACK PLATE

EMERGENCY VEHCILE SYSTEM DETECTOR

SIGNAL HEAD, PEDESTRIAN

CONDUIT IN TRENCH OR PUSHED

UNIT DUCT

SIGNAL HEAD

30’-E-2 1/2"

12’-E-2 1/2"

8’-E-2 1/2"

54’-E-3"

48’-E-4"

65’-E-4"

247’-E-2"

24’-E-2 1/2"

(2) 5’-E-4"

73’-E-4"

42’-E-4"

42’-E-4"

225’-E-2"

25’-E-1" UD

5’-E-1" UD

16’-E-1" UD

11’-E-1" UD

EXISTING POWER SERVICE

5’-E-2 1/2"

ST

A.

47

+50

MA

TC

HLIN

E

ST

A.

47

+50

MA

TC

HLIN

E

ORCHARD ROAD

(EASTBOUND RAMP)

INTERSTATE 88

EX. R.O.W.

EX. R.O.W.

40’-E-2"

(INTERCONNECT)

190’-E-2"

13

13

GENERAL NOTE:

CONSTRUCTION NOTES:

2

1

VARIATIONS NOT CONSISTENT WITH THE PLAN.

SIZE, TYPE, AND LOCATION SHALL BE FIELD VERIFIED. CONTRACTOR SHALL CONTACT DESIGN ENGINEER IMMEDIATELY FOR ANY

EXISTING TRAFFIC SIGNAL SIGNALS, HANDHOLES, DETECTOR LOOPS, AND CONDUITS ARE SHOWN FOR REFERENCE ONLY. EXACT

TO SULLIVAN ROAD

EXISTING INTERCONNECT

(WESTBOUND RAMP)

TO INTERSTATE 88

EXISTING INTERCONNECT

1" = 20’

4’

12’

12’

12’

12’

12’12’

12’

16’

12’

12’

12’

242’

2’ (TYP)

1’ (TYP)

6’ (TYP)

6’ (TYP)

248’

248’

10’

10’

10’

(TO DETECTOR LOOPS)

(TO STOP BAR)

6’

6’

9’

6’

9’6’

6’

6’

6’

6’ 6’ 6’9’ 9’

4’

12’

12’

12’

12’

12’

12’ 12’ 12’

V V

1

TEMPORARY TRAFFIC SIGNAL MODIFICATION PLAN


VIDEO DETECTION SYSTEM

12’ (TYP)

2

(FOR PROPOSED CONDUITS)

(LENGTH OF ITEM) - (EXISTING) - (SIZE OF UNIT DUCT)

(LENGTH OF ITEM) - (EXISTING) - (SIZE OF CONDUIT)

135’-E-4"

370’-E

DETECTOR OPERATION AFTER COMPLETION OF STAGE 2 OF THE MAINTENANCE OF TRAFFIC PLAN.

LANE TRAFFIC AT ALL TIMES. CONTRACTOR SHALL REMOVE THE VIDEO DETECTION SYSTEM AND RESTORE EXISTING LOOP

MAINTENANCE OF TRAFFIC STAGE. ALIGNMENT OF VIDEO DETECTION SYSTEM SHALL DETECT THE SOUTHBOUND LEFT TURN

TRAFFIC PLAN. THE CONTRACTOR SHALL ADJUST THE ALIGNMENT OF THE VIDEO DETECTION SYSTEM PRIOR TO EACH

INSTALL VIDEO DETECTION SYSTEM, POST MOUNTED, PRIOR TO THE START OF THE FIRST STAGE OF THE MAINTENANCE OF

TRAFFIC STAGE 1 AND 2)

(MAINTENANCE OF

VIDEO DETECTION ZONE

EX. R.O.W.EX. R.O.W.

6’

10’

8’ 10’

10’

6’ (TYP)

6’

14’

1’ (TYP)

41+00.00 49+00.00

PRIOR TO THE REMOVAL OF THE VIDEO DETECTION SYSTEM.

SHALL BE PROTECTED. CONTRACTOR SHALL RESTORE THE DETECTOR LOOP CONNECTION ALONG WITH PROPER LOOP OPERATION

THE INSTALLATION AND SUCCESSFUL TESTING OF THE VIDEO DETECTION SYSTEM. THE DISCONNECTED DETECTOR LOOP WIRES

CONTRACTOR SHALL DISCONNECT THE SOUTHBOUND LEFT DETECTOR LOOPS FROM THE TRAFFIC SIGNAL CONTROLLER AFTER

SECTION COUNTY


TOTAL

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NO.RTE.

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Sheets\

Signal Plan.d

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zulkowsdUSER NAME =

PLOT SCALE = 40.0001 ’ / in.

PLOT DATE = 10/16/2012

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

I-88

EB

RA

MP

CONTROLLER CABINET

SERVICE INSTALLATION

TELEPHONE CONNECTION

MAGNETIC DETECTOR

CONFIRMATION BEACON

PUSHBUTTON DETECTOR

DENOTES NUMBER OF

CONDUCTORS, ALL CABLE

NO. 14 EXCEPT AS INDICATED.

ALL LOOP DETECTOR CABLE

TO BE SHIELDED.

G

R

T

W

RR

1

"P"

S

Y

G

R

Y

G

2

C

TRAFFIC SIGNAL SECTION

8" (200mm)

TRAFFIC SIGNAL SECTION

12" (300mm)

SIGNAL SECTION

12" (300mm) PEDESTRIAN

SIGNAL SECTION

12" (300mm) PEDESTRIAN

LIGHT DETECTOR

EMERGENCY VEHICLE

INDUCTION LOOP

VEHICLE DETECTOR,

PROGRAMMED HEAD

BACKPLATE, "P" INDICATES

SIGNAL FACE WITH

RAILROAD CONTROL CABINET

"NO LEFT TURN"

ILLUMINATED SIGN, FIBER OPTIC

SERVICE INSTALLATION

GROUND ROD AT ELECTRIC

"NO RIGHT TURN"

ILLUMINATED SIGN, FIBER OPTIC

NO. 6 SOLID COPPER (GREEN)

GROUND CABLE IN CONDUIT

NO. 62.5/125 MM12F SM12F

FIBER OPTIC CABLE IN CONDUIT

OR MAST ARM POLE (MA).

GROUND ROD AT POST (P),

OR CONTROLLER (C).

DOUBLE HANDHOLE (H),

GROUND ROD AT HANDHOLE (H),

FOUNDATION (DEPTH) CABLE SLACK VERTICAL

15

10

4

4

GROUND CABLE

ELECTRIC SERVICE

FIBER OPTIC

CONTROLLER CAB.

SIGNAL POST

DOUBLE HANDHOLE

HANDHOLE

FT. (m) FT. (m)

(4.6)

(3.0)

(1.2)

(1.2)

30" (750mm)

24" (600mm)

E - M. ARM POLE

D - CONTROLLER

TYPE A - POST

1

1

13

1

2

13

6.5

(0.5)

(0.5)

(4.0)

(0.5)

(1.0)

(4.0)

(2.0)

POST MOUNTED

SERVICE TO GROUND

ELECTRIC SERVICE

PED. PUSHBUTTON

BRACKET MOUNTED

MAST ARM (L) POLE

ALL FOUNDATIONS

6

13.5

13.5

4

13

3.5

(6m+L-0.6m)=

20’+L-2=

FT. (m)

(1.8)

(4.1)

(4.1)

(1.2)

(4.0)

(1.0)

INCAND. LED

FLASHER

ILLUM. SIGN

CONTROLLER

PED. SIGNAL

ARROW

(GREEN)

(YELLOW)

SIGNAL (RED)

TOTAL =ENERGY COSTS TO:

TYPEWATTAGE

TOTAL

NO. LAMPSWATTAGE

%OPERATIONx x

-

-

-

-

-

-

-

0.50

0.05

1.00

1.00

0.10

0.25

0.25

0.50

G

R

T

W

2

G

R

Y

G

RR

H/C

S

1

"E"

"E"

"E"

"P"

P P

5

7

2

5

2

2

5

5

27

2

1

6

*

14

14

C

D

C

D WITH COUNTDOWN TIMER

12" PEDESTRIAN SIGNAL HEAD,

V

VV

NO. 6

2

1

CONSTRUCTION NOTES:

CABLE PLAN(NOT TO SCALE)

CONTROLLER SEQUENCE

PHASE SIGNAL DIAGRAM

SCHEDULE OF QUANTITIES

UNIT QUANTITYITEM

LEGEND

DUAL ENTRY PHASE

I-88

EB

RA

MP

CABLE PLAN LEGEND

EXISTING PROPOSEDEXISTING PROPOSED

341.20

CABLE PLANS, PHASING, AND SCHEDULE OF QUANTITIES

ASSOCIATED PHASE

NUMBER REFERS TO *

-

-

1

-

16

12

12

12

25

25

100

25

12

15

25

17

KANE COUNTY, DIVISION OF TRANSPORTATION

ST. CHARLES, ILLINOIS 60175

41W011 BURLINGTON ROAD

CITY OF GENEVA

(630) 232-1503

JENNIFER HILKEMANN

ORCHARD ROAD

ORCHARD ROAD

ORCHARD ROAD


2

8

OL

PROTECTED/PERMITTED LEFT TURN PHASING

DUAL ENTRY - ALL LEGS

RIGHT TURN OVERLAPOL

DESIGNATED BELOW.

THE VEHICULAR PHASES USED ARE

REFERRING TO STANDARD 857001,

DD

RIGHT TURN OVERLAP PHASE DESIGNATION

THAT OVERLAP’S PROTECTIVE PHASE

BE WITH A GREEN RIGHT ARROW DISPLAYED ALONE WHEN FOLLOWED BY

CONTINUATION OF AN OVERLAP DURING ITS PERMISSIVE PHASE SHALL

FOLLOWED BY THAT OVERLAP’S PROTECTED PHASE.

BE WITH A YELLOW RIGHT ARROW DISPLAYED ALONE WHEN NOT

TERMINATION OF AN OVERLAP DURING ITS PERMISSIVE PHASE SHALL

THAT OVERLAP’S PERMISSIVE PHASE.

BE WITH A GREEN RIGHT ARROW DISPLAYED ALONE WHEN FOLLOWED BY

CONTINUATION OF AN OVERLAP DURING ITS PROTECTED PHASE SHALL

BY THAT OVERLAP’S PERMISSIVE PHASE.

WITH A YELLOW RIGHT ARROW DISPLAYED ALONE WHEN NOT FOLLOWED

TERMINATION OF AN OVERLAP DURING ITS PROTECTED PHASE SHALL BE 4.

3.

2.

1.

TURN SIGNAL HEAD DISPLAYS

CLEARANCE NOTES FOR RIGHT TURN OVERLAPS WITH 3-SECTION RIGHT

OVERLAP LETTER

D

PERMISSIVE PHASE PROTECTED PHASE

8 1+=

GR Y G

R Y G

R

Y

G

RYG R Y G

5 5

R

Y

G

5

R

Y

G

5

RYG GR Y G

5 2 2

RYG

R

Y

G

5

RYG

6

VIDEO DETECTION CAMERA

OF STAGE 2 OF THE MAINTENANCE OF TRAFFIC PLAN.

CONTRACTOR SHALL REMOVE THE VIDEO DETECTION SYSTEM AND RESTORE EXISTING LOOP DETECTOR OPERATION AFTER COMPLETION

STAGE. ALIGNMENT OF VIDEO DETECTION SYSTEM SHALL DETECT THE SOUTHBOUND LEFT TURN LANE TRAFFIC AT ALL TIMES.

PLAN. THE CONTRACTOR SHALL ADJUST THE ALIGNMENT OF THE VIDEO DETECTION SYSTEM PRIOR TO EACH MAINTENANCE OF TRAFFIC

INSTALL VIDEO DETECTION SYSTEM, POST MOUNTED, PRIOR TO THE START OF THE FIRST STAGE OF THE MAINTENANCE OF TRAFFIC

1

2

GENERAL NOTE:

CONSISTENT WITH THE PLAN.

AND LOCATION SHALL BE FIELD VERIFIED. CONTRACTOR SHALL CONTACT DESIGN ENGINEER IMMEDIATELY FOR ANY VARIATIONS NOT

EXISTING TRAFFIC SIGNAL SIGNALS, HANDHOLES, DETECTOR LOOPS, AND CONDUITS ARE SHOWN FOR REFERENCE ONLY. EXACT SIZE, TYPE,

12F

NO. 62.5/125 MM12F

FIBER OPTIC CABLE IN CONDUIT12F 12F

24F 24F

I-88 WB RAMP

INTERCONNECT TO

12FSULLIVAN ROAD

INTERCONNECT TO

-

-

100.00

-

19.20

45.00

75.00

102.00

1" = 20’

ELECTRICAL SERVICE REQUIREMENTS

TRAFFIC SIGNAL INSTALLATION

K.D.O.T

N/A N/A

MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION L SUM 1

VIDEO VEHICLE DETECTION SYSTEM EACH 1

REMOVAL OF THE VIDEO DETECTION SYSTEM.

PROTECTED. CONTRACTOR SHALL RESTORE THE DETECTOR LOOP CONNECTION ALONG WITH PROPER LOOP OPERATION PRIOR TO THE

INSTALLATION AND SUCCESSFUL TESTING OF THE VIDEO DETECTION SYSTEM. THE DISCONNECTED DETECTOR LOOP WIRES SHALL BE

CONTRACTOR SHALL DISCONNECT THE SOUTHBOUND LEFT DETECTOR LOOPS FROM THE TRAFFIC SIGNAL CONTROLLER AFTER THE

SECTION COUNTY


TOTAL

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Plan.d

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zulkowsdUSER NAME =

PLOT SCALE = 40.0000 ’ / in.

PLOT DATE = 10/16/2012

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

84’-

0" Face to Face of Parapet

Parapet

1’-7"

Parapet

1’-7"

87’-

2"

Out to

Out

of

Deck

ITEM

Original Construction

41’-3"

Widened Section

21’-4�"

Widened Section

21’-4�"1’-7" 1’-7"

6 Spaces @ 6’-10" = 41’-0"3 Spaces @ 6’-8" = 20’-0" 3 Spaces @ 6’-8" = 20’-0"

87’-2" Out to Out of Deck

CROSS SECTION

(Existing)

N

MJK

MJK

JANGENERAL PLAN AND SECTION


119’-1" 126’-1"

245’-2" Back to Back Abutments

~ Orchard Road

PLAN

SCOPE OF WORK

East-West Tollway

~ Pier and Median

Sta. 49+84.92

Bk. of S. Abut.

Sta 6698+12.00 E.W. Tollway

~ Pier Sta 51+04.00 =

Sta 52+30.08

Bk. of N. Abut.~ Orchard Rd. and P.G.L.

UNIT QUANTITY

Slab (Existing)

30’-0" Approach

(Existing)

42’-10" Slopewall

(Existing)

45’-4" Slopewall

Slab (Existing)

30’-0" Approach

(Existing)

7�" Sla

b

CU YD

DESIGN SPECIFICATIONS

LOADING

HS20-44

DESIGN STRESSES

FIELD UNITS

fy= 60,000 psi (Reinforcement)

f’c= 3,500 psi

48" Web ‘ Girder 44" Web ‘ Girder44" Web ‘ Girder

Drain (Typ.)

Existing Approach

IDOT 2012 Standard Specifications for Road and Bridge Construction(In order of sequence)

15

SHEET NO. 15 OF 38 SHEETS

Protective Shield SQ YD 146

CU YD

SQ YD

POUND

172

SQ FT 454

438

CU YD 1.3

SQ YD

Concrete Removal

Concrete Superstructure

Bridge Deck Grooving

Reinforcement Bars, Epoxy Coated

Bar Splicers

Preformed Joint Strip Seal

Concrete Sealer

Epoxy Crack Injection

Controlled Low-Strength Material

Bridge Deck Latex Concrete Overlay, 1� Inches

SQ FT

SQ YD 216

Structural Repair of Concrete (Depth Equal to or Less than 5 Inches)

Deck Slab Repair (Partial)

EACH

FOOT

FOOT

SQ YDBridge Deck Scarification, 1� Inches

TOTAL BILL OF MATERIAL

Wid

ened

21’-4�"

Origin

al

Constr

uction

41’-3"

Wid

ened

21’-4�"

Section

W

Section

W

Joint

~ Expansion

to ~ Expansion Joint

1’-7�" Bk. of Abut

to ~ Expansion Joint

1’-7�" Bk. of Abut

Joint

~ Expansion

2,543

2,040

36

2,765

2,765

10

16

16

7. Perform Structural Repair of Concrete on bridge parapets.

6. Place 1�" latex modified concrete overlay.

5. Perform all partial depth deck repairs.

4. Install strip seal joints and concrete at joints.

3. Apply Concrete Sealer to existing abutment seats.

2. Remove existing expansion joints.

1. Remove top 1�" of existing concrete wearing surface.

89°11’24"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

CJ

_Bridge\

Working

Set\

S-001 Gen

Plan

&

Section.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

CHECKED

DRAWN

DATE

F.A.P.

KANE


KANE COUNTY 38

HSIP-XXXX (XXX)


11-00202-03-BR336

10-17-2012

LEGENDNOTES

RAB

RAB

JAN

N

2’-0"1’-0" 2’-0"1’-0"

A A

B B

and new back wall)

(Existing joint at bridge expansion

and new back wall)

(Existing joint at original bridge

B B

A A

8"

8"

@ 50° F

2�"

@ 50° F

2�"

Removal

1’-0" Parapet

Removal

1’-0" Parapet

-Crack

- Concrete Removal

- Area of Deck Slab Repair (Partial)

84’-

0" out to out

of road

way

87’-

2" out to out

of deck

~ Pier Sta. 51+04.00

Bk. N. Abut Sta. 52+30.08Bk. S. Abut. Sta. 49+84.92

Removal

1’-0"

~ Orchard Road

SECTION A-A SECTION B-B

Precast Panel to Remain

Existing Stay in Place

Removal

2’-0" Deck

Removal

1’-0" Approach

Removal

2’-0" Deck

Bk. of Abut.

(Brid

ge

Wid

enin

g)

21’-4�"

(Brid

ge

Wid

enin

g)

21’-4�"

Re

moval

and

Constr

uction

29’-

7" Sta

ge I

Re

moval

and

Constr

uction

28’-

0" Sta

ge II

Re

moval

and

Constr

uction

29’-

7" Sta

ge III

DECK REPAIR PLAN

Scupper (Typ.)

Clean

(Origin

al

Constr

uction,

41’-3"

of E

xisting

Overla

y (T

yp.)

Proposed 1�

" Scarific

ation

of E

xisting

Overla

y (T

yp.)

Proposed 1�

" Scarific

ation

Scarification and Overlay

29’-0" Limits of Approach


29’-0" Limits of Approach


237’-6" Limits of Deck

DECK REPAIR PLAN REMOVAL AND BILL OF MATERIAL


ITEM

BILL OF MATERIAL

UNIT QUANTITY

216

FOOT 438

Deck Slab Repair (Partial)

Epoxy Crack Injection

Bridge Deck Grooving

Concrete Removal

1.3Controlled Low Strength Material CU YD

CU YD

SQ YD

SQ YD

SQ YD

SQ YD

Note 4.

Undermined. See

Approach Slab

in removal area (Typ.)

existing Reinforcing

Save and clean embedded

Protective Shield SQ YD 146

Shield (Typ.)

7’-0" Protective

Shield (T

yp.)

5’-

0" Prote

ctive


16

SQ FT 454Concrete Sealer

Shield

Protective

Shield

Protective

(Typ.)

4’-0" Panels

of Deck Slab Repair (Partial). See Special Provisions.

Engineer shall sound the deck to determine areas

reference only. Following Deck Scarification, the

6. Areas of Deck Slab Repair (Partial) are shown for

Standard Specifications.

the existing abutments per Section 587 of the

Concrete Sealer shall be applied to the top side of

5. Following completion of expansion joint removal

Strength Material. See Special Provisions.

4. For filling slab undermining, use Controlled Low

3. See Sheet 17 for Expansion Joint Repair Details.

2. See Sheet 16 for additional parapet repairs.

1. See Sheet 15 for Deck Repair Details.

Precast

Panels)

Limits of Sta

y in Place

Bridge Deck Scarification, 1� Inches

Bridge Deck Latex Concrete Overlay, 1� Inches

2,543

2,765

2,765

Bk. of Abut.

in removal area (Typ.)

existing Reinforcing

Save and clean embedded

(Typ. both Approaches)

> �" wide. See Special Provisions

Epoxy Crack Injection for cracks

Construction.

throughout Original

of girders. Typical

Panels on top flanges

Stay in Place Precast

area (Typ.)

in removal

Reinforcing

existing

embedded

Save and clean

area (Typ.)

in removal

Reinforcing

existing

embedded

Save and clean

16

Injection (Typ.)

Epoxy Crack

Injection (Typ.)

Epoxy Crack

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

CJ

_Bridge\

Working

Set\

S-004

Deck

Repair Plan.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

CHECKED

DRAWN

DATE

F.A.P.

KANE


KANE COUNTY 38

HSIP-XXXX (XXX)


11-00202-03-BR336

10-17-2012

6 Spaces @ 6’-10" = 41’-0"3 Spaces @ 6’-8" = 20’-0" 3 Spaces @ 6’-8" = 20’-0"

~ Orchard Road

RAB

RAB

JANDECK REPAIR DETAILS


Repair (Partial)

Limits of Deck Slab

NOTES

Note 3

to remain. See

precast panels

Stay in place

AT ORIGINAL BRIDGE CONSTRUCTION

DECK SLAB REPAIR (PARTIAL)

Repair (Partial)

Provision for Deck Slab

to remain. See Special

Existing reinforcment

BRIDGE CROSS SECTION

Widened Section

21’-4�"

Widened Section

21’-4�"

~ Orchard Road

APPROACH CROSS SECTION

�"/Ft. �"/Ft.�"/Ft.�"/Ft.

�"/Ft. �"/Ft.�"/Ft.�"/Ft.


17


41’-3"

Widened Section

21’-4�"


41’-3"

Widened Section

21’-4�"1’-7" 1’-7"

87’-2" Out to Out of Deck

1’-7"

84’-0" Out to Out of Roadway

1’-7"

(Typ.)

1�"

(Typ.)

1�"

Sla

b

7�"

Concrete Overlay (Typ.)

Scarification and Latex

1�" of Proposed

Concrete Overlay (Typ.)

Scarification and Latex

1�" of Proposed

(Existing, Removal & Proposed)

(Existing, Removal & Proposed)

4. See Sheet 6 for Staging details.

remain in place during Deck Slab Repair (Partial).

at locations requiring Deck Slab Repair (Partial). Precast panels to

3. Contractor to verify location and thickness of precast panels in field

not be overlayed.

overlayed and grooved. The deck area at the expansion joints shall

2. The entire bridge deck surface and approach pavement shall be

Specifications for Road and Bridge Construction.

be grooved in accordance with section 503 of the Standard

1. The finished surface of the proposed concrete overlay and deck shall

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

CJ

_Bridge\

Working

Set\

S-005

Deck

Repair

Details.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

CHECKED

DRAWN

DATE

F.A.P.

KANE


KANE COUNTY 38

HSIP-XXXX (XXX)


11-00202-03-BR336

10-17-2012

INSIDE ELEVATION OF EAST PARAPET

INSIDE ELEVATION OF WEST PARAPET

(Looking East, Both Spans)

(Looking West, North Span)

INSIDE ELEVATION OF WEST PARAPET

(Looking West, South Span)

1 SF1 SF

1 SF

2 SF

2 SF 1 SF LEGEND

-Structural Repair of Concrete

PARAPET REPAIRS


-Concrete Removal

Removal

1’-0" Parapet

Removal

1’-0" Parapet

Removal

1’-0" Parapet

Removal

1’-0" Parapet

Removal

1’-0" Parapet

Removal

1’-0" Parapet

Removal

1’-0" Parapet

Removal

1’-0" Parapet

NOTES

BILL OF MATERIAL

Structural Repair of Concrete (Depth Equal to or Less Than 5 Inches)

ITEM UNIT QUANTITY

10

14’-0"

of East Parapet

North End

17’-6"19’-4�"

~ Pier

14’-0"

of West Parapet

North End

14’-0"

of West Parapet

South End

14’-0"

of East Parapet

South End

Joint

~ South Expansion

Joint

~ North Expansion

Joint

~ North Expansion

Joint

~ South Expansion

SQ FT

2. See Sheet 18 for strip seal joint in parapets at expansion joints.

1. See Sheet 17 for proposed parapet repair details.


18

Parapet to remain (Typ.)

Existing Reinforcement in

MJK

MJK

JAN

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

CJ

_Bridge\

Working

Set\

S-009

Parapet

Repair

Elev

&

Details.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

CHECKED

DRAWN

DATE

F.A.P.

KANE


KANE COUNTY 38

HSIP-XXXX (XXX)


11-00202-03-BR336

10-17-2012

2’-0"

@ 50°F

1�"

1’-0"

�"

N

B

BA

A

2’-0"

@ 50°F

1�"

�"

at original bridge and new back wall)

(Proposed joint and concrete repair

at bridge expansion and new back wall)


CC

D D

1’-0"

@ 50°F

2�"

@ 50°F

2�"

8"

8"

NOTES

at original bridge and new back wall)


AT PARAPET REMOVALAT PARAPET TO REMAIN

7�"

7"1’-0"

2" 2�"

3’-

8�"

1’-9"

11�"

9"

3"

2" 4"

3’-1"

1’-9"

10"

3"

2’-

10"

7�" sla

b

7�" sla

b

splice

1’-8" min.

8" (T

yp.)

RAB

RAB

JAN

Bar No. Size Length Shape

a(E)

a1(E)

a2(E)

POUNDEpoxy Coated

Reinforcement Bars,

a3(E)

a4(E)

a5(E)

@ 6" cts.

Top

2-#

5 a(E)

bars

@ 6" cts.

Top.

2-#

5 a1(

E)

bars

@ 9�" cts.

Bott.

2-#

5 a2(E)

bars

29’-7" Stage 1 Removal and Construction

@ 9�" cts.

Bott.

2-#

5 a2(E)

bars

@ 6" cts.

Top.

2-#

5 a1(

E)

bars

@ 6" cts.

Top

2-#

5 a(E)

bars

6"1’-5"

2’-1"

2�

"

BAR d3(E)

1’-8"

8"

6"

6"9�"

1’-7"

6"

2’-6" d2(E)

2’-6" d(E)

BAR b(E)

2

3

4

2

4

4

4

a6(E) #6

#5

#5

#5

#5

#5

#5

b(E)

d1(E)

d2(E)

d3(E)

d(E)

h1(E)

h(E)

85

4

4

4

4

2

4

#4

#5

#5

#4

#5

#6

#6

BILL OF MATERIAL

EXPANSION JOINT REPAIR DETAILS


cl.

1"

Superstructure

Concrete

SECTION B-BSECTION A-ASECTION C-C

SECTION D-D

to Remain

2" } Conduit

1 �" cl.

1�" cl.

1�" cl.

Clean and epoxy coat (Typ.)

Reinforcement to remain.

Existing Longitudinal

Full Length

�" Drip Notch

a(E)

1" cl.


Reinforcement to remain.

Existing Longitudinal Varies

epoxy coat (Typ.)

to remain. Clean and

and slab reinforcement

Existing parapet

2�" cl.

coat (Typ.)

to remain. Clean and epoxy

Existing vertical reinforcement


reinforcement to remain.

Existing longitudinal


reinforcement to remain.

Existing transverse

h(E)

Bott.

1-#5 a3(E)

28’-0" Stage II Removal and Construction

22’-11�" Widened Section 22’-11�" Widened Section41’-3" Original Construction

2-#4 d3(E)

1-#6 a6(E)

2-#5 d3(E)

@ 6" cts.

Top.

4-#

5 a4(E)

bars

@ 9�" cts.

Bott.

3-#

5 a5(E)

bars

Bott.

1-#5 a3(E)

85-#5 b(E) @ 12" cts. Top

2-#4 d3(E)

1-#6 a6(E)

2-#5 d1(E)

to Remain

2" } Conduit

29’-7" Stage III Removal and Construction

to remain (Typ.)

below parapet

deck reinforcement


Limit of Deck removal

epoxy coat (Typ.)


Existing reinforcementd3(E)

a6(E)

d2(E)

a3(E)

a1(E)

a2(E)

b(E)b(E)

Bar SplicersBar Splicers

REPAIR PLAN AT SOUTH EXPANSION JOINT

(Typical of both expansion joints)

CU YD

Precast Panels to remain

Existing Stay in Place

@ 12

" cts.

2-#

6 h1(

E)

bars

@ 12

" cts.

2-#

6 h(E)

bars

a(E) or a1(E)

a2(E) or a3(E)

a4(E)

a5(E)

BAR d(E) & d2(E)

BAR d1(E)

d(E)

d1(E)

4’-0"

28’-0"

28’-0"

28’-7"

28’-0"

28’-7"

28’-0"

2’-4"

4’-0"

3’-0"

2’-7"

3’-0"

28’-0"

28’-0"

epoxy coat (Typ.)


Existing Reinforcement

h1(E)h(E)

Superstructure.

concrete and shall be incidental to Concrete

6. Protective coat shall be applied to the new parapet

5. Bars designated as (E) shall be epoxy coated.

Section B-B.

of existing stay in place precast panels as shown in

4. Strip Seal rail studs shall be fabricated to remain clear

3. See Sheet 19 for Bar Splicer Details.

2. See Sheet 18 for Strip Seal Joint details.

1. Details this sheet are typical of both expansion joints.


19

and epoxy coat (Typ.)

to remain. Clean

deck reinforcement


@ 12

" cts.

2-#

6 h(E)

bars

1,020

8.0

For one expansion joint replacement

2�" cl.

1�"

Concrete

Overla

y

Proposed 1�

" Late

x

Concrete

Overla

y

Proposed 1�

" Late

x

Concrete

Overla

y

Proposed 1�

" Late

x

Concrete

Overla

y

Proposed 1�

" Late

x

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

CJ

_Bridge\

Working

Set\

S-006

Expansion J

oint

Repair

Details.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

CHECKED

DRAWN

DATE

F.A.P.

KANE


KANE COUNTY 38

HSIP-XXXX (XXX)


11-00202-03-BR336

10-17-2012

ROLLED RAIL JOINT

SECTION THRU

Item Unit Total

FOOT

BILL OF MATERIAL

Preformed Joint Strip Seal

STRIP SEAL DETAILS


PLAN

of parapet

Inside faceStrip seal joint

A

A

30°

3’’

1’-0’’

�’’

Top of deck

edge rail

Top of locking

�’’ } x 6’’ Studs

SECTION A-A

Approach slab Bridge deck

LOCKING EDGE RAIL

�"

automatically end welded at 1’-0" alt. cts.

Article 1006.32 of the Std. Specs.,

flux filled headed studs conforming to

Place �" } x 6" granular or solid

removed (Typ.)

plates after forms are

chipped off flush with the

shall be burned, sawed, or

for �" } bolts. All bolts

�" } holes at 4’-0" cts.

@ 50 ° F

2�"

@ 50 ° F

1�"

Locking Edge Rail min.

3�

"

1�"

�"

�"

RAIL SPLICE

LOCKING EDGE

similar.

Rolled rail shown, welded rail

residue.

rail groove shall be free of weld

The inside of the locking edge

is verified by mock-up.

complete joint penetration

Back gouge not required if***

Grind Flush

***

seal

openin

g

Omit

weld at


and within 10 ft of curbs shall be welded.

sealed with a suitable sealant. Joints in rails at stage lines

Maximum space between rail segments shall be �’’,

according to Article 520.03 of the Standard Specifications.

All steel components shall be galvanized after fabrication

to the County.

Required modifications shall be made at no additional cost

according to the dimensions detailed on this sheet.

joint, the opening and deck dimensions shall be modified

If the Contractor elects to use the welded rail expansion

superstructure are based on a rolled rail expansion joint.

The joint opening and deck dimensions detailed on the

shall be followed.

The manufacturer’s recommended installation methods

spliced at slope discontinuities.

edge rails will not be allowed. Locking Edge Rails may be

seal may vary from manufacturer to manufacturer. Flanged

configuration of the Locking Edge Rails and matching strip

except for the minimum dimensions shown. The actual

The Locking Edge Rails depicted are conceptual only,

rated movement of 4 inches.

are not permitted. The gland shall be sized for a maximum

Rails. Open or "webbed" strip seal gland configurations

seal shall match the configuration of the Locking Edge

a minimum thickness of �’’. The configuration of the strip

The strip seal shall be made continuous and shall have

Notes:

20

RAB

RAB

JAN

172

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

CJ

_Bridge\

Working

Set\

S-007

Strip

Seal

Details.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

CHECKED

DRAWN

DATE

F.A.P.

KANE


KANE COUNTY 38

HSIP-XXXX (XXX)


11-00202-03-BR336

10-17-2012

BSD-1

Stage construction line

INSTALLATION AND SETTING METHODS

NOTES

Bridge Deck Approach Slab

6’-0’’4’-0’’

Approach slab

Stage I construction Stage II construction

"B" :

"A" :

hatch block

Abutment

(E) : Indicates epoxy coating.

cementing to steel forms.

Set bar splicer assembly by nailing to wood forms or

Set bar splicer assembly by means of a template bolt.

bar

Reinforcement

bar

Reinforcement

Bars

Reinforcement

bar (E)

Threaded splicer

cl.

1�’’

bar (E)

Threaded splicer

bar (E)

Threaded splicer

bar (E)

Threaded splicer

bar (E)

Threaded splicer

bar (E)

Threaded splicer

bolt

Template

’’A’’

’’B’’

Form

Form

bar (E)

Threaded splicer

bar (E)

Threaded splicer

STANDARD MECHANICAL SPLICER

Location

coupler (E)

Threaded

coupler (E)

Threaded

couplers (E)

Threaded

couplers (E)

Threaded

STANDARD BAR SPLICER ASSEMBLY

coupler (E)

Threaded

Locationlap length

Table for minimum

be spliced

Bar size toTable 1 Table 2 Table 3 Table 4

3, 4

5

6

7

8

9

1’-5’’

1’-9’’

2’-1’’

2’-9’’

3’-8’’

4’-7’’

1’-11’’

2’-5’’

2’-11’’

3’-10’’

5’-1’’

6’-5’’

2’-1’’

2’-7’’

3’-1’’

4’-2’’

5’-5’’

6’-10’’

2’-4’’

2’-11’’

3’-6’’

4’-8’’

6’-2’’

7’-9’’

Positive stop

6’-0’’

#5 BAR ON STUB ABUTMENTS

BAR SPLICER ASSEMBLY FOR

INTEGRAL OR SEMI-INTEGRAL ABUTMENTS

BAR SPLICER ASSEMBLY FOR #5 BAR ON

No. required =

No. required =

coupler (E)

Mechanical

Reinforcement bar Reinforcement bar

* *

* Minimum lap length

Minimum Lap Lengths

size

Bar

required

No. assemblies

size

Bar

required

No. assembliesTable 5

or end of approach slab

Stage construction line

Stage I construction Stage II construction

if applicable

Stage line

2’-7’’

3’-3’’

3’-10’’

5’-2’’

6’-9’’

8’-7’’

Table 6

2’-11’’

3’-8’’

4’-5’’

5’-10’’

7’-8’’

9’-8’’

conjunction with black bars.

* Epoxy not required on Bar Splicer Assembly components used in

Threaded splicer bar length = min. lap length + 1�’’ + thread length

Table 6: Epoxy bar, Top bar top, Class C

Table 5: Epoxy bar, Class C

Table 4: Epoxy bar, Top bar lap, 0.8 Class C

Table 3: Epoxy bar, 0.8 Class C

Table 2: Black bar, Top bar lap, 0.8 Class C

Table 1: Black bar, 0.8 Class C

alternatives.

See approved list of bar splicer assemblies and mechanical splicers for

for reinforcement bars. See Section 508 of the Standard Specifications.

Bar splicer assemblies shall be epoxy coated according to the requirements

All reinforcement shall be lapped and tied to the splicer bars.

yield strength.

Splicer bars shall be deformed with threaded ends and have a minimum 60 ksi

1-27-12

RAB

BAR SPLICER ASSEMBLY AND MECHANICAL SPLICER DETAILS


N. Expansion Joint

S. Expansion Joint

N. Expansion Joint

S. Expansion Joint

#5

#5

#6

#6

14

4

4

14 Table 4

Table 4

Table 4

Table 4


21RAB

JAN

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

zulkowsd=USER NAME



I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

CJ

_Bridge\

Working

Set\

S-008

Bar Splicer

Asse

mbly.d

gn

= DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

CHECKED

DRAWN

DATE

F.A.P.

KANE


KANE COUNTY 38

HSIP-XXXX (XXX)


11-00202-03-BR336

10-17-2012

AHEAD

CLOSED

RIGHT LANE

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

ROAD

II

I

SIGN SPACING

Posted Speed Sign Spacing

<45

500’ (150 m)

350’ (100 m)

200’ (60 m) English (Metric)

L=60

WS 2L=

2

150

WS

L=(W)(S) L=0.65(W)(S)

in feet (meters).

Width of offset

mph (km/h).

Normal posted speed

FORMULAS

GENERAL NOTES

55

50-45

unless otherwise shown.

All dimensions are in inches (millimeters)

S =

W =

or greater:

45 mph (80 km/h)

or less:

40 mph (70 km/h)

SPEED LIMIT

Calculate L as follows:

Urban area.

the closure of one or more traffic lanes in an

activities encroach on the pavement requiring

night, any vehicle, equipment, workers or their

This Standard is used where at any time, day or

Arrow board

Cone, drum or barricade

Sign on portable or permanent support

Work area

Barricade or drum with flashing light

Type III barricade with flashing lights

Flagger with traffic control sign.

1

2

3

4

5

6

7

SYMBOLS

6

2

5

barricades

Type l or Type ll

maintenance

For

W20-1(0)-48

construction

For

W20-I103(0)-48

W21-1a(0)-48W20-5(0)-48

L1 1 1

3

Or

Or

(Sheet 1 of 2)

MOUNTABLE MEDIAN

MULTILANE, 2W WITH

URBAN LANE CLOSURE,

STANDARD 701606-08

Repeat every 1 mile (1.6 km).

20’ (6 m) centers in taper.

Cones, drums or barricades at

be doubled.

the interval between devices may

Type I or Type II barricades are used,

at 50’ (15 m) centers. When drums or

(75 m). Additional cones may be placed

Cones at 25’ (8 m) centers for 250’

For approved sideroad closures.

present.

Use flagger sign only when flagger is

Required for speeds > 40 mph.

TABLE for distances.

Refer to SIGN SPACING

W20-7(O)-48

I

I

I

II

I

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROADAHEAD

CONSTRUCTION

ROAD

ROAD

CLOSED

AHEAD

CLOSED

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

CLOSED

LEFT LANE

CLOSED

RIGHT LANE

AHEAD

MPH

X X

MPH

X X

MPH

X X

MPH

X X

Or

Or

W20-1(0)-48

W20-I103(0)-48

6 2

5

barricades

Type l or Type ll

(50 km/h) or less

Speeds 30 mph

W1-3R(O)-48

W13-1(O)-2424

W1-4R(O)-48

W13-1(O)-2424

W6-3(0)-48

W21-1a(0)-48

Or

7

6

1 1 1

W20-5(0)-48

� L

L

L

Type l or Type ll barricades

W20-1(0)-48

W20-I103(0)-48

Type lll barricades 4

4

W20-3(0)-48

4

W20-1(0)-48W20-I103(0)-48

Or

R11-2

(60

m)

200’

7

(50 km/h) or less

Speeds 30 mph

W1-3L(O)-48

W13-1(O)-2424

� L� LL1 1 1

Or

3

W20-5R(0)-48 W21-1a(0)-48

W1-4L(o)-48

W13-1(O)-2424

Or

(Sheet 2 of 2)

MOUNTABLE MEDIAN

MULTILANE, 2W WITH

URBAN LANE CLOSURE,

STANDARD 701606-08

W20-7(O)-48

W6-3(O)-48 and

with flashing lights

Type III Barricade

(Above barricade)

W-1-6R(0)-6030

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

CLOSED

RIGHT LANE

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

ROAD

I

I

AHEAD

CLOSED

TURN LANE

LEFT

English (Metric)

L=60

WS 2L=

2

150

WS

L=(W)(S) L=0.65(W)(S)

in feet (meters).

Width of offset

mph (km/h).

Normal posted speed

FORMULAS

GENERAL NOTESSIGN SPACING

Posted Speed Sign Spacing

<45

500’ (150 m)

350’ (100 m)

200’ (60 m)

55

50-45



S =

W =

or greater:

45 mph (80 km/h)

or less:

40 mph (70 km/h)

SPEED LIMIT

Calculate L as follows:

requires lane closures in an urban area.

shoulder operations or where construction

activities encroach on the pavement during

night, any vehicle, equipment, workers or their

This Standard is used where at any time, day or

Work area

Cone, drum or barricade

Sign on portable or permanent support

Arrow board

Barricade or drum with flashing light

Flagger with traffic control sign

1

2

3

4

5

7

SYMBOLS

MEDIAN OPERATIONS

LEFT TURN LANE OR CENTER

OPERATIONS

SHOULDER

OPERATIONS

CORNER ISLAND

Or

W20-I103(0)-48

W20-1(0)-48 W20-I103(0)-48 W21-1a(0)-48

Or

44

W21-1a(0)-48

Type II barricade

Type I or

1 1

3

2

Or

W20-I103(0)-48

W20-1(0)-48

5 5

3

2

555

1 1 1

2

6

5

5

5

11

1

Or

4

W21-1a(0)-48

W20-5(0)-48

projects

construction

for contract

W20-I103(0)-48

projects

and utility

maintenance

W20-1(0)-48 for

Or

MULTILANE INTERSECTION

URBAN LANE CLOSURE,

STANDARD 701701-08

L

200’

(60

m)

7

6

speeds > 45 mph.

Advanced arrow board required for

centers in taper.

Cones, drums or barricades at 20’ (6 m)

10’ (3 m) or for bi-directional turn lanes.

Omit this sign when median is less than

present.

Use flagger sign only when flagger is

be doubled.

the interval between devices may

Type I or Type II barricades are used,

at 50’ (15 m) centers. When drums or

(75 m). Additional cones may be placed

Cones at 25’ (8 m) centers for 250’

Required for speed > 40 mph.

for distance.

Refer to SIGN SPACING TABLE

W20-7(O)-48

W20-7(O)-48

Or

W20-7(O)-48

*

OrangeOrange

(100)

4

(50)

2

(150)

6

(75-100)

3-4

(450-900)

18-36

(700-900)

28-36 (700)

28

min.

4’ (1.2

m)

min.

24 (6

00)

(900)

36

min.

18 (450)

min.

24 (600)

min.

24 (600)

min.

36 (9

00)

min.

5’ (1.5

m)

min.

4’ (1.2 m)

(600)

24

(900)

36

(300)

12

(200)

8

(900)

36

min.

3 (75)

(100)

4

(100)

4

(100)

4

(100)

4

(200-300)

8-12

(100)

4

(100)

4

POST MOUNTED

4-6 (100-150)

4-6 (100-150)

(200-300)

8-12

min.

36 (9

00)

(200-300)

8-12

(200-300)

8-12

(300)

12

(150)

6

(150)

6



pavement surface.

All heights shown shall be measured above the

CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM

TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE

BARRICADE

DIRECTION INDICATOR VERTICAL BARRICADE

GENERAL NOTES

(Sheet 1 of 3)

DEVICES

TRAFFIC CONTROL

STANDARD 701901-02

CHANNELIZING BARRICADE

DETECTABLE PEDESTRIAN

max.

2 (5

0)

min.

4’ (1.2 m)

min.

36 (9

00)

(200-300)

8-12

*

* *

* *

*

*

Warning lights (if required)*

NEXT X MILES

CONSTRUCTION

ROAD

CONSTRUCTION

END

(IF SPECIFIED)

SIGN

STOP SLOW

**

flashing light

Type B monodirectional

wood post

Metal or

6’ (1.8 m) urban

4’ (1.2 m) rural7’ (2.1 m) min. urban

5’ (1.5 m) min. rural

of pavement

Elevation of edge

Edge of pave

me

nt

embedment

5’ (1.5 m) min.

of curb

or face

pavement

Edge of

of pavement

Elevation of edge

min.

***

12 (3

00)

motorists.

shall be sufficient to be seen by

behind other devices, the height

be 5’ (1.5 m) min. If located

four days, this dimension shall

When work operations exceed***

Orange flags

18x18 (450x450)

lane highways.

Dual sign displays shall be utilized on multi-

within 2 miles (3200 m).

the end of the job unless another job is

END CONSTRUCTION sign shall be erected at

ject limits.

be placed 500’ (150 m) in advance of pro-

ROAD CONSTRUCTION NEXT X MILES sign shall

2 miles (3200 m) or more in length.

This signing is required for all projects

G20-1(0)-6036 G20-2a(0)-6024

(1.8 m - 3.6 m)

6’ - 12’

edge of the paved shoulder.

face of curb or 6’ (1.8 m) to the outside

this dimension shall be 24 (600) to the

When curb or paved shoulder are present**

8 (200) Federal series C

(15)

�

FRONT SIDE REVERSE SIDE

(513)

20�

(1.8

m)

6’

(100)

4

(125)

5 (90)

3�

(600)

24

(125)

5

(175)

7

(400)

16

(175)

7

(125)

5

(600)

24

(600 - 3 m)

24 - 10’

min.

8’ (2.4

m)

7 (180) Federal series B

R.

1� (4

0)



POST MOUNTED SIGNS

SIGNS ON TEMPORARY SUPPORTS

HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING

FLAGGER TRAFFIC CONTROL SIGN (Sheet 2 of 3)

DEVICES

TRAFFIC CONTROL

STANDARD 701901-02

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

ROAD CLOSED

TO

THRU TRAFFIC

min.

4’ (1.2 m)min.

5’ (1.5 m)min.

(600)

24

min.

6’ (1.8

m)

min.

7’ (2.1

m)

min.

30 (7

50)

min.

4’ (1.2

m)

min.

7’ (2.1

m)

min.

8’ (2.4 m)

24 (600) |

3� (9

0) |

Weep holes

Traffic

(8 m)

25’

(8 m)

25’

(8 m)

25’

(60 m) |

200

(60 m) |

200

(60 m) |

200warning signs

advance

Construction

flasher

Type Amax.

6 (150)max.

6 (150)

Pavement

R11-2max.

6 (150)

shoulder

Edge of

ROAD CLOSED TO ALL TRAFFIC

in front of the barricade.

NCHRP 350 temporary sign support directly

available, the sign may be mounted on an

sign panel which meets NCHRP 350 is not

If a Type III barricade with an attached

on the back side of the barricades.

Reflectorized striping may be omitted

stepped or smooth

Face may be

Traffic

Epoxy channels

1� (45) |

3� (90) |

(8 m)

25’

(1.5 m)

5’

min.

12 (300)

min.

12 (300)

100’ (3

0

m)

max.

30’ (9.1

m)

min.

flasher

Type AR11-4

Pavement

ROAD CLOSED TO THRU TRAFFIC

directly in front of the barricade.

on NCHRP 350 temporary sign supports

not available, the signs may be mounted

sign panel which meets NCHRP 350 is

Type III barricade with an attached

both sides of the barricades. If a

Reflectorized striping shall appear on



MOUNTED

ROOF

TYPE A

MOUNTED

ROOF OR TRAILER

TYPE B

MOUNTED

TRAILER

TYPE C

ARROW BOARDS

PLAN

SECTION A-A TYPICAL INSTALLATION

TEMPORARY RUMBLE STRIPS

TYPE III BARRICADES CLOSING A ROAD

TYPICAL APPLICATIONS OF

(Sheet 3 of 3)

DEVICES

TRAFFIC CONTROL

STANDARD 701901-02

(13) |

�

A

A

~

circular slot

3� (90) vertical

(optional)

all edges

chamfer on

� (13)

(optional)

handling hole

1� (38) Dia.

(optional)

1 (25) R.

(570)

22�

(810)

32

(330)

13

(200)

8

(360)

14

(150)

6

(100)

4

(380)

15

(1.9 m)

6’-3"

(50)

2loop bar

connecting

� (19) Dia.

� (M12) bolt and washer

Insert with galvanized

Lifting slot

(3.8 m)

12’-6"

(1.9 m)

6’-3"

(380)

15

(150)

6

(360)

14

(200)

8

(100)

4

(50)

2

(1145)

45

(455)

18

(300)

12

(300)

12

(455)

18

(1145)

45

(Showing connecting loop bars and vertical panel bolt/insert)

(Showing lifting slot)

(25)

1

(25)

1

(75)

3

nom.

2 (50)

loop bar

� (19) dia. connecting

45°

(990)

39

(150)6

(88|6)

3�|�

hole

� (11) Dia.

� (6)

1 (25) pin

thick washer

approx. 8 guage (4)

x 2� (64) O.D. x

US Std. 1� (27) I.D.

1x8 (25x3) UNC

(13)

�

(25)

1

(610)

24

(End may be beveled � (6) max.)

2 (50) R.

(25)

1

to end of loop bar

from face of barrier

2� (63) measured

(60)

2�

55°

84°

(75)

3

(180)

7

(555)

22

(200)

8

(125)

5

cts.

25’ (7.6

m)

(ty

p.)

(300)

12

Traffic

(typ.)

marker

Type C



marker.

See Standard 635011 for dimensions of Type C

markers shall be on both sides of barrier.

When barrier separates opposing flows of traffic

3,000 lb (13 kN) pull-out strength.

The insert for the � (M12) bolt shall be capable of

waterproof paint/ink.

indented on the barrier or painted thereon with

date of manufacture. The markings shall be

"ILLINOIS F SHAPE", the Producer’s mark and the

Each F shape barrier shall be clearly marked with

TOP VIEW

END VIEW

BARRIER WALL MARKERS

GENERAL NOTES

F SHAPE DESIGN

END VIEW

LIFTING SLOT

SECTION A-A

CONNECTING DETAIL

ELEVATION

CONNECTING LOOP BAR

PLAN

(Sheet 1 of 2)

BARRIER

TEMPORARY CONCRETE

STANDARD 704001-07

A

A

ANCHOR PINS

CONNECTING AND

F SHAPE DESIGN

(Sheet 2 of 2)

BARRIER

TEMPORARY CONCRETE

STANDARD 704001-07

s1 bar

No. 4 (No. 13) ~

h1 bar

No. 5 (No. 16)

h2 bars

No. 4 (No. 13)

h1 bars

No. 5 (No. 16)

s2 bars

No. 6 (No. 19)

(810)

32

(160)

6�

(41)

1�

(70)

2�

(308)

12�

(229)

9

(203)

8

(197)

7�

(222)

8�

(222)

8�

(375)

14�

(702)

27�

(3.8 m)

12’-6"

(222)

8�

(702)

27�

(375)

14�

(222)

8�

(222)

8�

(197)

7�

(76)

3

h1 bar

No. 5 (No. 16)

s2 bars

No. 6 (No. 19)

(Reinforcement)

s1 bar

No. 4 (No. 13)

h2 bar

No. 4 (No. 13)

s2 bars

No. 6 (No. 19)

(No. 19)

No. 6 s2 bars

(111)

4�

(54)

2�

(216)

8�

(483)

19

(711)

28

(527)

20�

(229)9

No. 4 (No. 13) bar

(132)

5�

(76)

3

(570)

22�

s2 bars

No. 6 (No. 19)

No. 5 (No. 16) h1 bar No. 4 (No. 13) h2 bar

s2 bars

No. 6 (No. 19)

No. 4 (No. 13) s1 bar

(70)

2�

(95)

3�

h1 bar

s1 bar

s2 bar

on sheet 1

Same pin as

(50)

2

s2 bar

(32)

1�

(25)

1

(50)

2

(203)

8

(203)

8

(489)

19�

(286)

11�

(387)

15�

No. 6 (No. 19) bar

(111)

4�

(54)

2�

(132)

5�

(102)

4No. 4 (No. 13) bar

(483)

19

(711)

28

(229)9

(527)

20�

SECTION C-C ELEVATION s1 BAR

PLAN

ANCHORING DETAIL

SECTION B-B

ALTERNATE s2 BARS

ALTERNATE s1 BAR

C

C

B

B

(50)

2

(100)

4

(100)

4

Edge of pavement

White

Yellow

White

(100)

4

(180)

7

(40)

1�

Edge of pavement

Yellow(3.05 m)

10’

(9.15 m)

30’

(9.15 m)

30’

(3.05 m)

10’White

As specified

As specified

DIVIDED UNDIVIDED

Edge of pavement

(100)

4

(50)

2 (100)

4 (50)

2

(300)

12

(100)

4

(100)

4

(180)

7

(100)

4

(600)

24

(3.05 m)

10’

(600)

24

(600)

24

the Engineer.

As directed by

(7.6 m)

25’

(7.6 m)

25’

(15.2 m)

50’

(600)

24

if present.

and parallel to gate,

or 8’ (2.4 m) back from

Approximately15’ (4.5 m)

Engineer.

by the

as directed

8’ (2.4 m) or

(1.8

m)

6’

(6.1

m)

20’

Std. R

Lane ~

(400)16



MARKINGS

TYPICAL PAVEMENT

(Sheet 1 of 2)

STANDARD 780001-03

2 LANE

LANE AND EDGE LINES

MULTI LANE

RAILROAD-HIGHWAY GRADE CROSSING

PAVEMENT MARKINGS AT

of the MUTCD.

as placed by Table 2C-4, Condition B

to the Advance Warning Sign (W10-1)

should be located directly adjacent

is used, a portion of the symbol

When the pavement marking symbol

each lane.

be placed adjacent to each other in

lanes and separate RXR symbols shall

shall extend across all approach

On multi-lane roads, the stop lines

may vary according to lane width.

The transverse spread of the "X"

NOTES

MARKINGS

TYPICAL PAVEMENT

(Sheet 2 of 2)

STANDARD 780001-03

between words)

and word or

(Between arrow

50’ (15 m): rural

20’ (6 m): urban

Large siz

e: rural

Sm

all siz

e:

urban

8’ (2.4

m): rural

6’ (1.8

m): urban

a

a

Height

Legend

Size

Arrowa

6’ (1.8 m) Small 2.9 (74)

8’ (2.4 m) Large 3.8 (96)

6’ (1.8 m) legend and 4 (100) for 8’ (2.4 m) legend.

numerals should be approximately 3 (75) for

The space between adjacent letters or

(1.2 m)

4’

(3 m)

10’

(600)

24

(2.7 m)

9’

(2.4 m)

8’

(1.75 m)

5’-9"

(838)

33

(838)

33

(600)

24

20°

Direction of View

Edge of Pavement

Use mirror image for left lane.

Right lane drop arrow shown.

(5 m)

16’-6"

(750)

30

(750)

30

(3 m)

10’

(200)

8

(200)

8

LETTER AND ARROW GRID SCALE

LANE DROP ARROW

WORD AND ARROW LAYOUT

WRONG WAY ARROW

32

32NTS N/A N/A

PAVEMENT MARKERSTYPICAL RECESSED REFLECTIVE SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

C_

Civil\

Sheets\

Standard

Dra

wings\

CA

D-Final P

DFs\1-

KD

OT.d

gn

zulkowsdUSER NAME =

PLOT SCALE = 2:0.0000 ’:" / in.

PLOT DATE = 10/16/2012

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

33

33NTS N/A N/A

PAVEMENT MARKERSTYPICAL RECESSED REFLECTIVE SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

I:\

Projects\4015408\4015408_0001\90_

CA

D

Models and

Sheets\04_

C_

Civil\

Sheets\

Standard

Dra

wings\

CA

D-Final P

DFs\2-

KD

OT.d

gn

zulkowsdUSER NAME =

PLOT SCALE = 2:0.0000 ’:" / in.

PLOT DATE = 10/16/2012

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


F.A.P.

10-17-2012

JAP

SDZ

JAC

C-XX-XXX-XX

HSIP-XXXX (XXX)

CONTRACT NO. XXXXX

38

38KANE

SCALE:

336 11-00202-03-BR


KANE COUNTY

TAPER LENGTH

BUTT JOINT DETAIL

MILLED TEMPORARY RAMP

EXIST. PAVEMENT

**

*

A: MAINLINE ROADWAYS AND MAJOR SIDE ROADS.

OPTION 2

NOTES

C:

TEMP. RAMP

(NOTE "C")

(NOTE "E")

EXIST. PAVEMENT

EXIST. PAVEMENT

*(NOTE "E")

(NOTE "C")

TEMP. RAMP

(NOTE "D")

(NOTE "F")

(NOTE "D")

THE TEMP. RAMP SHALL BE CONSTRUCTED IMMEDIATELY UPON REMOVAL

BASIS OF PAYMENT:

VARIES

VARIES

TYPICAL TEMPORARY RAMP

OPTION 1

D: THE BUTT JOINT SHALL BE CONSTRUCTED IMMEDIATELY

EXIST. PAVEMENT

EXIST. PAVEMENT

**

**

**

SEE TYPICAL SECTIONS FOR MILLING THICKNESS.

* *

*

MIN

.

**

*

* **

PAY LIMIT FOR

BUTT JOINT

(NOTE "D")

B: MINOR SIDE ROADS.

HMA TAPER DETAIL

TYPICAL BUTT JOINT AND HMA TAPER

FOR RESURFACING ONLY

TYPICAL BUTT JOINT AND HMA TAPER

FOR MILLING AND RESURFACING

HMA CONSTRUCTED TEMPORARY RAMP

PRIOR TO PLACING THE PROPOSED HMA COURSES.

OF THE EXISTING HMA SURFACE.

BUTT JOINT AND

HMA TAPER

PC CONCRETE, HMA OR HMA RESURFACED PAVEMENT.

SAW CUT (INCLUDED IN THE COST

OF HMA SURFACE

REMOVAL - BUTT JOINT)


OF HMA SURFACE

REMOVAL - BUTT JOINT)

EXIST. HMA

SURF.

PROP. HMA SURFACE REMOVAL

PROP. PAY LIMIT OF HMA SURF. REMOVAL

FULL THICKNESS OF MILLING

EXIST. HMA

SURF.

PROP. PAY LIMIT OF HMA SURF. REMOVAL

FULL THICKNESS OF MILLING

PROP. HMA SURF. CRSE.

PROP. HMA BINDER CRSE.

HMA SURF. REMOVAL - BUTT JOINT

TEMP. HMA RAMP

PROP. HMA SURF. CRSE.

PROP. HMA BINDER CRSE.

HMA TAPER LENGTH

(FOR BUTT JOINT AND HMA TAPER SEE DETAIL BELOW)

PROP. HMA SURFACE REMOVAL

(FOR BUTT JOINT AND HMA TAPER SEE DETAIL BELOW)

EXIST. HMA

SURFACE

G: SEE ARTICLE 406.08 AND 406.14 OF THE STANDARD SPECIFICATIONS

1 1

/2 (3

8)

4’-6" (1.35 m)1 3/4 (45) FOR E AND F MIX

1 1/2 (40) FOR C AND D MIX

4’-6" (1.35 m) PAY LIMIT

FOR BUTT JOINT

1 3/4 (45) FOR E AND F MIX


MIN

.

1 1

/2 "

(38)






OF HMA OR P.C.C. SURFACE REMOVAL

- BUTT JOINT)

PROP. HMA OR PCC

SURFACE REMOVAL - BUTT JOINTEXIST. HMA OR PCC SURFACE 30’-0" (9.0 m) (NOTE "A")

15’-0" (4.5 m) (NOTE "B")

F: INSTALLATION AND REMOVAL OF THE 4’-6" (1.35 m) TEMP. RAMP IS

INCLUDED IN COST OF HMA SURFACE REMOVAL - BUTT JOINT

20’-0" (6.1 m) PER 1 (25) RESURFACING (NOTE "A")

10’-0" (3.0 m) PER 1 (25) RESURFACING (NOTE "B")

ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS

OTHERWISE SHOWN.

E: TAPER THE TEMP. RAMP AT A RATE OF 3’-0" (900 mm) PER 1 INCH (25 mm) OF MILLING THICKNESS.

THE BUTT JOINT WILL BE PAID FOR AT THE CONTRACT UNIT PRICE

PER SQUARE YARD (SQUARE METER)

FOR "HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT" OR

FOR "PORTLAND CEMENT CONCRETE SURFACE REMOVAL- BUTT JOINT".

FOR "HMA AND/OR PCC SURFACE REMOVAL, BUTT JOINT".

SECTION COUNTY

ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO. 1

TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SHEET NO. 1 OF 1 SHEETS STA. TO STA. SCALE: NONE

STATE OF ILLINOIS

DEPARTMENT OF TRANSPORTATION

FILE NAME

W:\diststd\22x34\bd32.dgn

gaglianobtUSER NAME =

PLOT SCALE = 50.0000 ’ / IN.

PLOT DATE = 1/4/2008

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

06-13-90

F.A. .

BUTT JOINT AND

HMA TAPER DETAILS

M. DE YONG

R. BORO 01-01-07

M. GOMEZ 04-06-01

A. ABBAS 03-21-97

R. SHAH 10-25-94

BD400-05 BD32

KANE 38

P.

34336 11-00202-03-BR

ROAD

CONSTRUCTION

AHEAD

ROAD

CONSTRUCTION

AHEAD

ROAD

CONSTRUCTION

AHEAD

WORK AREA

ROAD

CONSTRUCTION

AHEAD

LO

CA

L S

TR

EE

T;

SP

EE

D

LIM

IT

40

MP

H O

R L

ES

S

W20-1(0)

M6-4(0)-2115

M6-1(0)-2115

NOTES:

DRIVEWAY

TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS, AND DRIVEWAYS

ROAD CONSTRUCTION AHEAD

ROAD CONSTRUCTION AHEAD

THE CLOSED PORTION OF THE MAIN ROUTE SHALL BE PROTECTED BY

BLOCKING WITH TYPE III BARRICADES, 1/2 OF THE CROSS SECTION

OF THE CLOSED PORTION.

WHEN THE SIDE ROAD LIES BETWEEN THE BEGINNING OF THE MAINLINE

SIGNING AND THE WORK ZONE, A SINGLE HEADED ARROW (M6-1) SHALL

BE USED IN LIEU OF THE DOUBLE HEADED ARROW (M6-4).

1.

a)

b)

2.

3.

A. FOR NO LANE RESTRICTION ON THE SIDE ROAD OR DRIVEWAYS FOR A LANE CLOSURE ON A SIDE ROAD OR DRIVEWAY:B.

ADVANCE WARNING SIGNS ARE TO BE OMITTED ON DRIVEWAY UNLESS

OTHERWISE NOTED.

C.

D.

SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER:

OF THE MAIN ROUTE.

THE CLOSED PORTION OF THE MAIN ROUTE SHALL BE PROTECTED BY

BLOCKING WITH TYPE I, TYPE II OR TYPE III BARRICADES, 1/3 OF

THE CROSS SECTION OF THE CLOSED PORTION.

USE APPLICABLE PORTIONS OF THE TYPICAL APPLICATION OF TRAFFIC

CONTROL DEVICES (STD. 701501, STD. 701606 OR THE APPROPRIATE STANDARD).

THE SPACING OF SIGNS AND BARRICADES SHALL BE ADJUSTED FOR FIELD

CONDITIONS AS DIRECTED BY THE ENGINEER. THE DIRECTIONAL ARROW

SHALL BE COVERED OR REMOVED WHEN NO LONGER CONSISTENT WITH THE

SIDE ROAD LANE CLOSURE.

TYPE I OR TYPE II BARRICADES WITH ONE

FLASHING AMBER LIGHT ON EACH, OR

TYPE III BARRICADES WITH TWO FLASHING

AMBER LIGHTS ON EACH.

THE TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS,

AND DRIVEWAYS SHALL BE INCIDENTAL TO THE COST OF SPECIFIED TRAFFIC

CONTROL STANDARDS OR ITEMS.

a)

b)

TYPE III BARRICADES

WITH TWO FLASHING AMBER

LIGHTS ON EACH.

48 (1.2

m)

15 (380)

21 (530)

50

0’| (1

50

m)

CO

LL

EC

TO

R

SP

EE

D L

IM

IT

> 4

0 M

PH

(6

0 k

m/h

)

500’| (150 m

|)

48 (1.2

m)

36 (900)

200’| (60 m|)

36 (900)

200’| (60 m|)

SIDE ROAD WITH A SPEED LIMIT OF 40 MPH (60 km/h) OR LESS AS

ONE SIGN 36 x 36 (900x900) WITH A FLASHER

AND FLAG MOUNTED ON IT APPROXIMATELY 200’ (60 m) IN ADVANCE

ONE SIGN 48 x 48 (1.2 m x 1.2 m) WITH A

FLASHER MOUNTED ON IT APPROXIMATELY 500’ (150 m) IN ADVANCE

OF THE MAIN ROUTE.

SIDE ROAD WITH A SPEED LIMIT GREATER THAN 40 MPH (60 km/h)

AS SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER:

All dimensions are in millimeters (inches)


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

W:\diststd\22x34\tc10.dgn

gaglianobtUSER NAME =

PLOT SCALE = 50.000 ’ / IN.


=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

LHA

06-89

F.A. .

TRAFFIC CONTROL AND PROTECTION FOR

SIDE ROADS, INTERSECTIONS, AND DRIVEWAYSTC-10

J. OBERLE 10-18-95

A. HOUSEH 03-06-96

A. HOUSEH 10-15-96

T. RAMMACHER 01-06-00

KANE 38 35

P.

336 11-00202-03-BR

ONLY

ONLY

ONLY

ONLY

ONLY

2’ (600)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

c:\pw_work\pwidot\drivakosgn\d0108315\tc13.dgn

drivakosgnUSER NAME =

PLOT SCALE = 50.000 ’ / IN.


=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

03-19-90

F.A. .

DISTRICT ONE

TYPICAL PAVEMENT MARKINGSTC-13

EVERS T. RAMMACHER 10-27-94

SCHOOL PEDESTRIANBICYCLE & EQUESTRIAN

E10’

E

MULTI-LANE UNDIVIDED

MULTI-LANE DIVIDED

E

E

E

E

2-LANE ROADWAY

SET OF ARROW - "ONLY" INSTALLED MIDWAY BETWEEN THE OTHER TWO SETS OF

CR

OS

S

ST

RE

ET

8’ 8’

NO DIAGONALS

E

E

(MINIMUM 5)

45^

TYPE OF MARKING WIDTH OF LINE

E

TYPICAL PAINTED MEDIAN MARKING

SEE DETAIL "A" SEE DETAIL "B"

TYPICAL CROSSWALK MARKING

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT

TYPICAL TURN LANE MARKING

R=

VARIES

TYPICAL ISLAND MARKING

ISLAND AT PAVEMENT EDGE

ISLAND OFFSET FROM PAVEMENT EDGE

WITH MOUNTABLE MEDIAN

TYPICAL LEFT (OR RIGHT) TURN LANE

R=

MEDIAN WITH TWO-WAY LEFT TURN LANE

TYPICAL LANE AND EDGE LINE MARKING

MEDIAN LENGTH

45^

DETAIL "B"DETAIL "A"

FOR MEDIAN LENGTHS WHERE DIAGONAL SPACING

CANNOT BE ATTAINED, USE 5 (FIVE) EQUALLY SPACED

DIAGONAL LINES.

DIAGONAL LINE SPACING:

NOTE: MEDIANS WITH BARRIER CURB DO NOT REQUIRE AN EDGE LINE

~

*

*

E

2 2

ARROW - "ONLY".

CENTERLINE ON 2 LANE PAVEMENT

CENTERLINE ON MULTI-LANE UNDIVIDED

PAVEMENT

NO PASSING ZONE LINES:

FOR ONE DIRECTION

FOR BOTH DIRECTIONS

LANE LINES

DOTTED LINES

(EXTENSIONS OF CENTER, LANE OR

TURN LANE MARKINGS)

SAME AS LINE BEING

EXTENDED

EDGE LINES

TURN LANE MARKINGS

TWO WAY LEFT TURN MARKING

CROSSWALK LINES (PEDESTRIAN)

A. DIAGONALS (BIKE & EQUESTRIAN)

B. LONGITUDINAL BARS (SCHOOL)

STOP LINES

PAINTED MEDIANS

GORE MARKING AND

CHANNELIZING LINES

RAILROAD CROSSING

SHOULDER DIAGONALS

FOR FURTHER DETAILS ON PAVEMENT MARKING REFER TO

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION AND STATE STANDARD 780001.

2 (50) TO EDGE OF EDGE LINE

4 (100) WHITE EDGE LINE

4 (100) YELLOW ~

11 (280) C-C

1 1/2 (40) 5 1/2 (140) C-C

30’ (9 m)

10’ (3 m)

2 (50) 4 (100) WHITE EDGE LINE

4 (100) YELLOW ~

2 (50) TO EDGE OF EDGE LINE

4 (100) WHITE EDGE LINE 10’ (3 m)30’ (9 m)

4 (100) YELLOW

4 (100) WHITE LANE LINE11 (280) C-C

10’ (3 m)

4 (100) YELLOW

30’ (9 m)

2 (50) 4 (100) WHITE EDGE LINE

4 (100) WHITE LANE LINE


30’ (9 m)

2 (50)

10’ (3 m)

4 (100) WHITE LANE LINE2 (50) 4 (100) YELLOW EDGE LINE

4 (100) YELLOW EDGE LINE


2 (50)

10’ (3 m) 30’ (9 m)

4 (100) WHITE LANE LINE2 (50)

6 (150) WHITE

2’ (600)

6 (150) WHITE 12 (300) WHITE

6’ (1.8 m) MIN.

2-4 (100) YELLOW @ 11 (280) C-C

2-4 (100) YELLOW @ 11 (280) C-C

4’ (1.2 m) WIDE MEDIANS ONLY

4’ (1.2 m) OUTSIDE TO

OUTSIDE OF LINES

2-4 (100) @ 11 (280) C-C

12 (300) DIAGONALS

2-4 (100) @ 11 (280) C-C

50’ (15 m) C-C (LESS THAN 30MPH (50 km/h))

75’ (25 m) C-C 30MPH (50 km/h) TO 45MPH (70 km/h))

150’ (45 m) C-C (MORE THAN 45MPH (70 km/h))

MEDIANS OVER 4’ (1.2 m) WIDE

4 (100) YELLOW

4 (100) YELLOW LINES (5 1/2 (140) C-C)

4 (100) YELLOW LINES (5 1/2 (140) C-C)2-4 (100) YELLOW @ 11 (280) C-C

A MINIMUM OF TWO PAIRS OF TURN ARROWS SHALL BE USED, WHITE IN COLOR.

ADDITIONAL PAIRS SHALL BE PLACED AT 200’ (60 m) TO 300’ (90 m) INTERVALS.

8’ (2.4 m)

6’-4" (2 m)

25’ (8 m) TO 49’ (15 m)

6 (150) WHITE

8’ (2.4 m)

16’ (5 m)6 (150) WHITE

10’ (3 m)

50’ (15 m) TO 200’ (60 m)

10’ (3 m)16’ (5 m)

OVER 200’ (60 m)10’ (3 m)

6 (150) WHITE

FULL SIZE LETTERS 8’ (2.4 m) AND ARROWS SHALL BE USED.

AREA = 15.6 SQ. FT. (1.5 m ) AREA = 20.8 SQ. FT. (1.9 m )

TURN LANES IN EXCESS OF 400’ (120 m) IN LENGTH MAY HAVE AN ADDITIONAL

8 (200) WHITE

8 (200) WHITE

8 (200) WHITE

8 (200) WHITE

12 (300) WHITE DIAGONALS

@ 10’ (3 m) OR LESS SPACING

4 (100) YELLOW NO PASSING ZONE LINE

4 (100)

2 @ 4 (100)

4 (100)

2 @ 4 (100)

4 (100)

5 (125) ON FREEWAYS

4 (100)

2 @ 4 (100)

EACH DIRECTION

6 (150) LINE; FULL

SIZE LETTERS &

SYMBOLS (8’ (2.4m))

2 @ 6 (150)

12 (300) @ 45^

12 (300) @ 90^

12 (300) WHITE

8 (200) WITH 12 (300)

DIAGONALS @ 45^

12 (300) @ 45^

8’ (2.4m) LEFT ARROW

24 (600)

24 (600) TRANSVERSE

LINES; "RR" IS 6’ (1.8 m)

LETTERS; 16 (400)

LINE FOR "X"

6’ (1.8 m) MIN.

45^

PATTERN COLOR

RAISED

ISLAND

RAISED

ISLAND

45^

SKIP-DASH

SOLID

SOLID

SOLID

SOLID

SOLID

SKIP-DASH

SKIP-DASH

SKIP-DASH SAME AS LINE BEING

EXTENDED

YELLOW

YELLOW

YELLOW

YELLOW

YELLOW-LEFT

WHITE-RIGHT

WHITE

WHITE

WHITE

OUTLINE MOUNTABLE MEDIANS IN

YELLOW; EDGE LINES ARE NOT

USED NEXT TO BARRIER CURB

SEE TYPICAL TURN LANE MARKING DETAIL

YELLOW

WHITE

WHITE

WHITE

WHITE

SOLID

SOLID

SOLID

SOLID WHITE

SOLID

SOLID WHITE

SOLID WHITE

8 (200) WHITE

2 (50)

2 (50)

10’ (3 m) LINE WITH 30’ (9 m) SPACE

11 (280) C-C

5 1/2 (140) C-C FROM SKIP-DASH CENTERLINE

11 (280) C-C

OMIT SKIP-DASH CENTERLINE BETWEEN

10’ (3 m) LINE WITH 30’ (9 m) SPACE

2’ (600) LINE WITH 6’ (1.8 m) SPACE

NOT LESS THAN 6’ (1.8 m) APART

2’ (600) APART

2’ (600) APART

SEE TYPICAL CROSSWALK MARKING DETAILS.

PLACE 4’ (1.2 m) IN ADVANCE OF AND

PARALLEL TO CROSSWALK, IF PRESENT.

OTHERWISE, PLACE AT DESIRED STOPPING

POINT. PARALLEL TO CROSSROAD CENTERLINE, WHERE

POSSIBLE

SEE STATE STANDARD 780001

AREA OF:

"R"=3.6 SQ. FT. (0.33 m ) EACH

"X"=54.0 SQ. FT. (5.0 m )

DIAGONALS:

15’ (4.5 m) C-C (LESS THAN 30MPH (50 km/h))

20’ (6 m) C-C 30MPH (50 km/h) TO 45MPH (70 km/h))

30’ (9 m) C-C (OVER 45MPH (70 km/h))

SPACING / REMARKS

2

2

SOLID 50’ (15 m) C-C (LESS THAN 30MPH (50 km/h))

75’ (25 m) C-C (30 MPH (50 km/h) TO 45MPH (70 km/h))

150’ (45 m) C-C (OVER 45MPH (70 km/h))



2 @ 4 (100) WITH

12 (300) DIAGONALS

@ 45^

NO DIAGONALS USED FOR

4’ (1.2 m) WIDE MEDIANS

SKIP-DASH

AND SOLID

IN PAIRS

YELLOW:

TWO WAY TRAFFIC

WHITE:

ONE WAY TRAFFIC

10’ (3 m) LINE WITH 30’ (9 m) SPACE FOR

SKIP-DASH; 5 1/2 (140) C-C BETWEEN SOLID

LINE AND SKIP-DASH LINE

SEE TYPICAL TWO-WAY LEFT TURN

MARKING DETAIL

11 (280) C-C FOR THE DOUBLE LINE

SEE TYPICAL PAINTED MEDIAN MARKING.

WHITE - RIGHT

YELLOW - LEFT

C. JUCIUS 09-09-09 KANE 38 36

P.

336 11-00202-03-BR

KANE 38 37

P.

N/AN/A

11-00202-03-BR336

KANE 38 38

P.

N/AN/A

11-00202-03-BR336

proposed - kane county, illinois · project manager jean-alix peralte project engineer john clark...

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