division of highways · 2014. 11. 20. · engineering scales. reduced sized plans will not conform...

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CHAMPAIGN VERMILION

DOUGLAS

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CA

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SHELBY

MOULTRIE

MONTGOMERY

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CUMBERLAND

JASPER CRAWFORDEFFINGHAM

CLAYRICHLAND LAWRENCE

WAYNE

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RD

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WA

BA

SH

BOND

FAYETTE

MARIONCLINTON

WASHINGTONJEFFERSON

MADISON

ST. CLAIR

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FRANKLIN

HAMILTON WHITE

SALINE GALLATINJACKSON

WILLIAMSON

JOHNSON POPE

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LOCATION OF SECTION INDICATED THUS: -

STATE OF ILLINOIS

DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS

1

STATE OF ILLINOIS

DIVISION OF HIGHWAYS

CONTRACT NO.

J.U.L.I.E.

JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION

PRINTED BY THE AUTHORITYOF THE STATE OF ILLINOIS

0

0

0

50'

50'

50'

100'

100'

1''= 40'

1''= 50'

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.

CONTRACT NO.

OR 811

1-800-892-0123

F.A.

SECTION 08-00378-00-CH

KANE


PROPOSED

HIGHWAY PLANSCOUNTY HIGHWAY 10 (MAIN ST.) AT NELSON LAKE ROAD

INTERSECTION IMPROVEMENT

08-00378-00-CH

KANE COUNTY

JOB NUMBER: C-91-165-09

KANE COUNTY DIVISION OF TRANSPORTATION

(CH 10) MAIN ST.BLISS RD

FABYAN

PKW

Y

HUGHES RD

RA

ND

ALL R

D

NELS

ON

LA

KE R

D

SEAVY RD

MCKEE ST.

WILSON ST.

MAIN ST.

WESTER

N

AVE

FABYAN PRKYKA

NEVILL

E RD

WEN

MOTH

RD

NET LENGTH = 1140 FT. = 0.216 MILE

GROSS LENGTH = 1140 FT. = 0.216 MILE

LOCATION MAP

SCALE: N.T.S.

APPROVED 20

KANE COUNTY DIVISION OF TRANSPORTATION

20PASSED

DISTRICT 1 ENGINEER OF LOCAL ROADS & STREETS

RELEASED FOR BID

BASED ON LIMITED

REVIEW

DEPUTY DIRECTOR OF HIGHWAYS, REGION 1 ENGINEER

PHONE: (630) 641-9900DOWNERS GROVE, IL 60515

5200 MAIN STREET, SUITE 240SE3, LLC

INDEX OF SHEETS

FIELD ENGINEER - GLENN TREDINNICK (847)705-4415

PROJECT ENGINEER - MATT GAUNTT (630)641-9900

BATAVIA TOWNSHIP

MAIN STREETSTA. 664+29

PROJECT BEGINS

NELSON LAKE RDSTA. 96+51PROJECT BEGINS

MAIN STREETSTA. 675+69PROJECT ENDS

T 39N

R8E 3RD P.M.

POSTED SPEED LIMIT

NELSON LAKE ROAD: 40MPH

MAIN STREET: 45MPH

DESIGN DESIGNATION

DHV (23) ARTERIAL 4.25 (HMA-20)

NELSON LAKE RDSTA. 100+00

PROJECT ENDS

PROJECT No: CMM-9003(138)

NELSON LAKE ROAD: 7,000

MAIN STREET: 13,000

ADT

CROSS SECTIONS

IDOT DISTRICT ONE DETAILS

BORING LOG DETAILS

RIGHT OF WAYS PLATS

LANDSCAPE PLAN

SIGNAGE PLAN

PAVEMENT MARKING PLAN

INTERSECTION PLAN

DRAINAGE PLAN & PROFILE

PLAN & PROFILE

REMOVAL PLAN

TEMPORARY EROSION CONTROL

MAINTENANCE OF TRAFFIC

SUGGESTED STAGES OF CONSTRUCTION

DETOUR ROUTE LAYOUT

ALIGNMENTS, TIES, AND BENCHMARKS

SCHEDULE OF QUANTITIES

TYPICAL SECTIONS

SUMMARY OF QUANTITIES

HIGHWAY STANDARDS, DISTRICT DETAILS, & GENERAL NOTES

COVER SHEET

DESCRIPTION

38-47

27-37

24-26

22-23

21

20

19

18

16-17

14-15

13

12

10-11

9

8

7

6

5

3-4

2

1

SHEET NO.

47

SECTION COUNTY

ILLINOIS FED. AID PROJECT

KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS

Whit FriendUSER NAME =

PLOT SCALE = 100.00 FT / in.

PLOT DATE = 9/12/2013 DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

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SHEET OF SHEETS STA. TO STA.

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GENERAL NOTES

COUNTY (630-584-1170) FOR VERFICATION OF ANY UTILITY LOCATIONS IN THE FIELD.

48 HOURS PRIOR TO THE START OF ANY EXCAVATION, THE CONTRACTOR SHALL CALL J.U.L.I.E. AND KANE

UTILITIES NEED TO BE RELOCATED.

THE CONTRACTOR SHALL COORDINATE WITH ALL ABOVE AND UNDERGROUND UTILITY COMPANIES IF

SANDBAGS.

SANDBAGS ON THE BOTTOM RAIL. A TYPE III BARRICADE SHALL REQUIRE A MINIMUM OF FOUR (4)

BARRICADES: ALL UNBALLASTED TYPE I AND TYPE II BARRICADES SHALL HAVE A MINIMUM OF TWO (2)

CONCRETE CURB AND GUTTER.

SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE APPLICABLE TYPE OF COMBINATION

AFTER THE CONSTRUCTION OF THE PROPOSED COMBINATION CONCRETE CURB AND GUTTER. THIS WORK

THE CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS MAINTAINED AT ALL TIMES DURING AND

SECTION 201 OF THE STANDARD SPECIFICATIONS.

DAMAGED BY THE CONTRACTOR SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF

EXISTING PLANT MATERIAL AND THE REPAIR OR REPLACEMENT OF EXISTING PLANT MATERIAL

PLANT MATERIAL FOR WHICH THE CONTRACT DOES NOT PROVIDE REMOVAL. THE PROTECTION OF

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION OF EXISTING

KANE COUNTY DIVISION OF TRANSPORTATION.

INTERPRETED TO BE THE LATEST STANDARDS OF THE ILLNOIS DEPARTMENT OF TRANSPORTATION AND

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

COORDINATE WITH PRIVATE UTILITY OWNERS TO HAVE THE ADJUSTMENTS PERFORMED.

UTILITY STRUCTURES SHALL BE ADJUSTED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR SHALL

SHALL BE ADJUSTED TO MATCH THE PROPOSED ROADWAY GRADES. THE FRAMES AND LIDS OF PRIVATE

IMPROVEMENT PROJECT THAT ARE NOT NOTED ON THE PLANS FOR REPLACEMENT OR RECONSTRUCTION

THE FRAMES AND LIDS OF EXISTING UTILITY OR DRAINAGE STRUCTURES WITHIN THE LIMITS OF THIS

NOT DEEMED NECESSARY AND NO EXTRA COMPENSATION SHALL BE DUE TO THE CONTRACTOR.

SECTION 201 OF THE STANDARD SPECIFICATIONS. THESE QUANTITIES WILL BE DEDUCTED IF THE WORK IS

TREE TRUCK PROTECTION AND TREE PRUNING SHALL BE MEASURED AND PAID FOR ACCORDING TO

THE REQUIREMENTS OF ARTICLE 201.05 AND 201.06 OF THE STANDARD SPECIFICATIONS, RESPECTIVELY.

FIELD BY THE ENGIINEER. TREE TRUCK PROTECTION AND TREE PRUNING SHALL BE DONE ACCORDING TO

TREES MAY BE IMPACTED BY CONSTRUCTION ACTIVITY. THE ACTUAL NEED SHALL BE DETERMINED IN THE

TREE PRUNING AND TREE TRUCK PROTECTION HAVE BEEN PROVIDED FOR LOCATIONS WHERE EXISTING

BE DEDUCTED AND NO ADDITIONAL COMPENSATION WILL BE DUE THE CONTRACTOR.

CONSIDERATION BY THE ENGINEER. IF PAVEMENT PATCHING IS NOT REQUIRED, THEN THE QUANTITY WILL

ACTUAL NEED FOR PAVEMENT PATCHING WILL BE DETERMINED IN THE FIELD AT THE TIME OF

PAVEMENT PATCHING HAS BEEN PROVIDED FOR THE REPAIR OF LOCALIZED PAVEMENT FAILURES. THE

OF LEVELING BINDER.

PATCHING OF THE EXISTING PAVMENT, WHERE REQUIRED SHALL BE COMPLETED PRIOR TO THE PLACEMENT

EXPENSE.

THAT IS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND AND AT THEIR

THE PLANS TO BE REMOVED AND AS DIRECTED BY THE ENGINEER. LANDSCAPING TO BE PROTECTED

THE CONTRACTOR SHALL TAKE CARE TO PROTECT EXISTING LANDSCAPING AT LOCATIONS NOT SHOWN ON

LAYOUT AND STAKING FOR ALL CONSTRUCTION OPERATIONS SHALL BE PROVIDED BY THE CONTRACTOR.

2.

3.

COMPLIANCE WITH THE ABOVE REQUIREMENTS.

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

AREA AND/OR CONSTRUCTION LIMITS. ANY ADDITIONAL STAGING AREAS ADJACENT TO THE PROJECT ARE

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

HARMFUL TO PLANT GROWTH.

LUMPS, BRUSH WEEDS, AND OTHER LITTER AND FREE OF ROOT STUMPS, STONES AND OTHER MATERIAL

TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY

23.

25.

1 1

& GENERAL NOTES

HIGHWAY STANDARDS, DISTRICT DETAILS,

HIGHWAY DETAILS

DISTRICT DETAILS

1.

OPERATIONS NEAR THEM AND IS RESPONSIBLE FOR ANY DAMAGE THAT MAY BE CAUSED.

ARE APPROXIMATE. THE CONTRACTOR SHALL USE SPECIAL CARE WHEN COORDINATING CONSTRUCTION

THE LOCATIONS AND ELEVATIONS OF THE VARIOUS UNDERGROUND UTILITIES AS SHOWN ON THE DRAWINGS

SEPARATELY PER SECTION 202 OF THE STANDARD SPECIFICATIONS.

CLEARING OF BRUSH, BUSHES AND TREES WITH A DIAMETER LESS THAN 6" WILL NOT BE PAID FOR

THE RIGHT-OF-WAY LINE WILL BE CONSIDERED TO BE CLEARING AND NOT MEASURED FOR PAVEMENT.

WHERE SPECIFIED ON THE PLANS, OR DIRECTED BY THE ENGINEER, TRIMMING OF VEGETATION TO

EARTH EXCAVATION.

WORK SHALL NOT BE MEASURED SEPARATELY FOR PAYMENT, BUT SHALL BE INCLUDED IN THE COST OF

PROPOSED DITCHES AT THE LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER. THIS

SHALL BE RESPONSIBLE FOR CAPPING THE EXISTING SUBSURFACE DRAINS OR CONNECTING TO THE

BE REMOVED AND CONSIDERED TO BE INCLUDED IN THE COST OF EARTH EXCAVATION. THE CONTRACTOR

ALL SUBSURFACE DRAINS AND/OR FIELD TILES ENCOUNTERED IN THE ROADWAY EXCAVATION SHALL

CONSTRUCTED UNTIL THE SURFACES THAT DRAIN TO THEM ARE FULLY PAVED OR VEGETATED.

THE PROPOSED DRAINAGE STRUCTURES AND PIPES SHALL BE PROTECTED IMMEDIATELY AFTER THEY ARE

BE CONSIDERED THE CONSTRUCTION LIMIT.

WHERE THE LIMITS OF CONSTRUCTION HAVE NOT BEEN SHOWN ON THE PLANS, THE RIGHT-OF-WAY SHALL

LEVELING BINDER (MACHINE METHOD) USED.

FIELD BY THE ENGINEER. THE CONTRACTOR SHALL ONLY BE COMPENSATED FOR ACTUAL QUANTITIES OF

MILLING OF THE SURFACE COURSE. ACTUAL USE OF THE LEVELING BINDER SHALL BE DETERMINED IN THE

LEVELING BINDER (MACHINE METHOD) HAS BEEN PROVIDED FOR CROSS SLOPE CORRECTION FOLLOWING THE

MATERIAL.

DISPOSED OF. QUANTITIES FOR THIS WORK ARE INCLUDED IN REMOVAL AND DISPOSAL OF UNSUITABLE

IT IS ASSUMED THAT 4" OF THE EXISTING GROUND OUTSIDE THE PAVEMENT SHALL BE REMOVED AND

(RAP), CONCRETE OR BITUMINOUS.

SUBBASE GRANULAR MATERIAL CAN BE CA-6 GRADATION OF CRUSH STONE, CRUSHED GRAVEL, ASPHALT

MAY BE USED.

INSERT) SUPPLIED BY SURV-KAP INC. WEB SITE IS HTTP://SURV-KAP.COM) AN APPROVED EQUIVALENT

SHALL INCLUDE A 2.5 INCH ALUMINUM DIAMETER CAP, MODEL SK-108-2.5 D (DOME TOP WITH PLASTIC

ALL RIGHT-OF-WAY MONUMENTATION SHALL BE MARKED WITH 5/8" DIA. X 24" LONG REBAR. THE REBAR

AS "PLS 1234".

ALL CAPS SHALL BE IDENTIFIED AS "COUNTY OF KANE" WITH SURVEYORS REGISTRATION NUMBER SUCH

SURVEYOR.

ALL MONUMENTATION SHALL BE ESTABLISHED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL LAND

DISRUPTED BY THEIR OPERATIONS.

HAVING AN AUTHORIZED SURVEYOR RE-ESTABLISH ANY SECTION OR SUBSECTION MONUMENTS

WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR

PRESERVE ALL PROPERTY MARKERS UNTIL THE OWNER, AN AUTHORIZED AGENT, OR LAND SURVEYOR HAS

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

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

INSTALLED.

THE FIELD. THE CONTRACTOR SHALL ONLY BE COMPENSATED FOR THE QUANTITY OF PGES THAT IS

WET. THE ACTUAL AMOUNT AND LOCATION OF UNDERCUT WILL BE DETERMINED BY THE ENGINEER IN

POROUS GRANULAR EMBANKMENT HAS BEEN PROVIDED FOR SOILS THAT TEND TO BE UNSTABLE WHEN

SPECIFICATIONS.

DRAWINGS. ALL SIGNS SHALL BE INSTALLED ACCORDING TO THE MUTCD AND THE STANDARD

ALL SIGN RELOCATIONS AND PROPOSED SIGNS SHALL BE PLACED IN THE LOCATIONS INDICATED ON THE

THE COST OF OTHER ITEMS.

DENOTES WORK INCLUDED IN

FRAME OR GATE.

THE FLOWLINE OF THE GUTTER, OTHERWISE, TOP OF GRATE ELEVATIONS ARE TO THE CENTER OF THE

TOP OF GRATE ELEVATIONS FOR DRAINAGE STRUCTURES LOCATED WITHIN THE CURB AND GUTTERS ARE AT

IN THE CONTRACT.

FREE OF DIRT AND DEBRIS. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED

EACH WORKING DAY. AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL STRUCTURES SHALL BE

DRAINAGE STRUCTURES DUE TO CONSTRUCTION OPERATIONS SHALL BE REMOVED AT THE CLOSE OF

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

EXCAVATION.

THE REMOVAL OF EXISTING ENTRANCE CULVERTS SHALL BE INCLUDED IN THE COST OF EARTH

STORM SEWER SHALL BE BACKFILLED IN ACCORDANCE WITH ARTICLE 550.07 METHOD 1 ONLY.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

AS INCIDENTAL TO THE CONTRACT.

SPECIFIED HEREIN WILL NOT BE PAID FOR SEPARATELY, BUT THE COST THEREOF SHALL BE CONSIDERED

SETTLEMENT, DISPLACEMENT, OR DAMAGE TO THE UTILITIES. THE PROTECTION OF THE UTILITIES AS

THE CONTRACTOR SHALL BRACE AND SUPPORT THE UTILITIES PROPERLY IN ORDER TO PREVENT

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

24.

26.

27.

28.

29.

30.

THE COUNTY.

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE RESPECTIVE UTILITIES AND

UTILITY OWNERS AS PROVIDED FOR IN THE STANDARD SPECIFICATIONS.

PRIOR TO THE START OF CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL COOPERATE WITH ALL

THE UTILITIES AND THEIR APPURTENANCES MAY BE LOCATED AND ADJUSTED OR MOVED, IF NECESSARY,

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

POTASSIUM FERTILIZER NUTRIENT - 90 LBS./ACRE

PHOSPHORUS FERTILIZER NUTRIENT - 90 LBS./ACRE

NITROGEN FERTILIZER NUTRIENT - 90 LBS./ACRE

FERTILIZER NUTRIENTS SHALL BE APPLIED AT THE FOLLOWING RATES PER ACRE:

RESIDENTIAL ACCESS ON NELSON LAKE ROAD SHALL BE INCLUDED IN THE COST OF EARTH EXCAVATION.

COST OF REMOVING, RELOCATING, SAFE STORAGE, AND RESTORATION OF DECORATIVE ROCKS ON

31.

32.

33.

34.

35.

36.

37.

38.

39.

RK

DHO

RK

9/2013

TC-22

TC-16

TC-13

TC-11

TC-10

BD-51

BD-32

BD-22

BD-03

BD-02

BD-01

RAP WILL NOT BE ALLOWED FOR USE AS AN AGGREGATE FOR SHOULDER STONE.

TYPICAL APPLICATIONS RAISED REFLECTIVE PAVEMENT MARKERS

TYPICAL PAVEMENT MARKINGS (2 SHEETS)

APPLICATIONS OF TYPES A & B POSTS (FOR SIGNS & MARKERS)

TELESCOPING STEEL SIGN SUPPORT

SIGN PANEL ERECTION DETAILS

SIGN PANEL MOUNTING DETAILS

TRAFFIC CONTROL DEVICES (3 SHEETS)

URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED

LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS

LANE CLOSURE, 2L, 2W, DAY ONLY, FOR SPEEDS >/= 45 MPH

OFF-RD MOVING OPERATIONS, 2L, 2W, DAY ONLY

OFF-RD OPERATIONS, 2L, 2W, 15' (4.5m) TO 24" (600mm) FROM PAVEMENT EDGE

OFF-RD OPERATIONS, 2L, 2W, MORE THAN 15' (4.5m) AWAY

RIGHT OF WAY MARKERS

CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER (2 SHEETS)

FRAME AND GRATE TYPE 11

FRAME AND LIDS TYPE 1

PRECAST REINFORCED CONCRETE FLAT SLAB TOP

MANHOLE TYPE A

INLET - TYPE A

CATCH BASIN TYPE A

PRECAST REINFORCED CONCRETE FLARED END SECTION

CLASS C AND D PATCHES

TEMPORARY EROSION CONTROL SYSTEMS (2 SHEETS)

STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS (8 SHEETS)

781001-03

780001-03

729001-01

728001-01

720006-03

720001-01

701901-02

701501-06

701301-04

701201-04

701011-03

701006-04

701001-02

666001-01

606001-05

604051-03

604001-03

602601-02

602401-03

602301-03

602001-02

542301-03

442201-03

280001-07

000001-06

ARTERIAL ROAD INFORMATION SIGN

PAVEMENT MARKING LETTERS AND SYMBOLS FOR TRAFFIC STAGING

DISTRICT ONE TYPICAL PAVEMENT MARKERS

TYPICAL APPLICATIONS RAIDED REFLECTIVE PAVEMENT MARKERS (SNOW-PLOW RESISTANT)

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

BENCHING DETAIL FOR EMBANKMENT WIDENING

BUTT JOINT AND HMA DETAILSBENCHING DETAIL FOR EMBANKMENT WIDENING

PAVEMENT PATCHING FOR HMA SURFACED PAVEMENT

OUTLET FOR CONCRETE CURB AND GUTTER

DRIVEWAY DETAILS - DISTANCE BETWEEN R.O.W. AND FACE OF CURB <15'(4.5m)

SHOULDER >15'(4.5m)

DRIVEWAY DETAILS - DISTANCE BETWEEN R.O.W. AND FACE OF CURB & EDGE OF

BELOW ARE CONTACT DETAILS FOR VARIOUS UTILITIES THAT WILL BE IMPACTED BY THE PROJECT.

NICOR

COMED

COMCAST

ATT

AGENCY

CONSTANCE LANE

JOE STACHO

TED WYMAN

JIM EVERETT

CONTACT PERSON

630-388-3830

630-424-5704

630-600-6349

770-750-6181

TELEPHONE NO.

40.

47 2

DOWNERS GROVE, IL 60515

5200 MAIN STREET, SUITE 240

SE3, LLC

SP NUMBER ITEM UNIT TOTAL QTY

I000-2A

ROADWAY


I000-2A

ROADWAY

SECTION COUNTY


KANE

TOTAL

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NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


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1 2

SUMMARY OF QUANTITIESDHO

RK

9/2013

* SPECIAL PROVISION

X SPECIALTY ITEMS

12

21

50

3

2

3,000

500

500

145

3,650

100

500

1.00

85

85

85

20

160

1,600

2

2

30

30

2,400

2,170

3,500

20

1,170

12

21

50

3

2

3,000

500

500

145

3,650

100

500

1.00

85

85

85

20

160

1,600

2

2

30

30

2,400

2,170

3,500

20

1,170

UNIT

UNIT

FOOT

EACH

EACH

CU YD

CU YD

CU YD

CU YD

SQ YD

FOOT

FOOT

ACRE

POUND

POUND

POUND

SQ YD

UNIT

FOOT

FOOT

EACH

EACH

SQ YD

SQ YD

SQ YD

SQ YD

SQ YD

TON

GALLON

TREE REMOVAL (6 TO 15 UNITS DIAMETER)

TREE REMOVAL (OVER 15 UNITS DIAMETER)

TEMPORARY FENCE

TREE TRUNK PROTECTION

TREE PRUNING (1 TO 10 INCH DIAMETER)

EARTH EXCAVATION

REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL

POROUS GRANULAR EMBANKMENT

TRENCH BACKFILL

TOPSOIL FURNISH AND PLACE, 6"

EXPLORATION TRENCH 60" DEPTH

GRADING AND SHAPING DITCHES

SEEDING, CLASS 2A

NITROGEN FERTILIZER NUTRIENT

PHOSPHORUS FERTILIZER NUTRIENT

POTASSIUM FERTILIZER NUTRIENT

EROSION CONTROL BLANKET

SUPPLEMENTAL WATERING

TEMPORARY DITCH CHECKS

PERIMETER EROSION BARRIER

INLET & PIPE PROTECTION

INLET FILTERS

STONE RIPRAP, CLASS A5

FILTER FABRIC

SUBBASE GRANULAR MATERIAL, TYPE B 6"

HOT-MIX ASPHALT BASE COURSE, 12"

PREPARATION OF BASE

AGGREGATE SURFACE COURSE, TYPE B

BITUMINOUS MATERIALS (PRIME COAT)

20100110

20100210

20101000

20101100

20101300

20200100

20201200

20700220

20800150

21101625

21301060

21400100

25000210

25000400

25000500

25000600

25100630

25200200

28000305

28000400

28000500

28000510

28100109

28200200

31101400

35501332

35800100

40200800

40600100

*

*

X

X

X

X

X

X

X

150

3

30

4

330

660

60

1,100

3,500

140

15

350

1,200

1,650

66

70

2

1

2

374

142

1

3

1

12.3

400

6

150

3

30

4

330

660

60

1,100

3,500

140

15

350

1,200

1,650

66

70

2

1

2

374

142

1

3

1

12.3

400

6

TON

EACH

SQ YD

SQ YD

TON

TON

TON

TON

TON

SQ YD

SQ YD

SQ YD

SQ YD

SQ YD

FOOT

SQ YD

FOOT

FOOT

EACH

EACH

EACH

FOOT

FOOT

EACH

EACH

EACH

CU YD

FOOT

EACH

LEVELING BINDER (MACHINE METHOD), N70

CONSTRUCTING TEST STRIP

HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT

TEMPORARY RAMP

HOT-MIX ASPHALT REPLACEMENT OVER PATCHES

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70

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

AGGREGATE (PRIME COAT)

INCIDENTAL HOT-MIX ASPHALT SURFACING

PAVEMENT REMOVAL

HOT-MIX ASPHALT SURFACE REMOVAL, 2"

DRIVEWAY PAVEMENT REMOVAL

HOT-MIX ASPHALT REMOVAL OVER PATCHES, 2"

CLASS D PATCHES, TYPE II, 10 INCH

STRIP REFLECTIVE CRACK CONTROL TREATMENT

AGGREGATE SHOULDERS, TYPE B 8"

PIPE CULVERT REMOVAL

PIPE CULVERTS, CLASS A, TYPE 1 24"

PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12"



STORM SEWERS, CLASS A, TYPE 4 12"

STORM SEWERS, CLASS A, TYPE 4 15"

CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE

MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID

INLETS, TYPE A, TYPE 11 FRAME AND GRATE

CLASS SI CONCRETE (OUTLET)

COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12

FURNISHING AND ERECTING RIGHT OF WAY MARKERS

40600635

40600895

40600982

40600990

40601005

40603085

40603340

40800030

40800050

44000100

44000157

44000200

44002208

44201765

44300200

48101600

50105220

542A0229

54213657

54213660

54213669

550A0940

550A0960

60201105

60218400

60236800

60600095

60603800

66600105

*

*

*

*

47 3



SE3, LLC

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

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I000-2A

ROADWAY


I000-2A

ROADWAY

4

1

1

1

4

2,400

145.6

1,600

45

780

93

16

90

0.9

125

145.6

5,100

225

90

45

900

185

1

1

10

77.1

4

1

1

1

4

2,400

145.6

1,600

45

780

93

16

90

0.9

125

145.6

5,100

225

90

45

900

185

1

1

10

77.1

CAL MO

L SUM

L SUM

L SUM

CAL DA

CAL MO

FOOT

SQ FT

FOOT

FOOT

SQ FT

SQ FT

EACH

SQ FT

SQ FT

FOOT

SQ FT

FOOT

FOOT

FOOT

FOOT

SQ FT

EACH

SQ YD

L SUM

L SUM

UNIT

SQ FT

HOUR

ENGINEER'S FIELD OFFICE, TYPE A

MOBILIZATION

TRAFFIC CONTROL AND PROTECTION, STANDARD 701201

TRAFFIC CONTROL AND PROTECTION, STANDARD 701501

TRAFFIC CONTROL SURVEILLANCE

CHANGEABLE MESSAGE SIGN

TEMPORARY PAVEMENT MARKING - LINE 4"

PAVEMENT MARKING TAPE, TYPE III - LETTERS AND SYMBOLS

PAVEMENT MARKING TAPE, TYPE III 4"

PAVEMENT MARKING TAPE, TYPE III 24"

WORK ZONE PAVEMENT MARKING REMOVAL

SIGN PANEL - TYPE 1

REMOVE SIGN PANEL ASSEMBLY - TYPE A

REMOVE SIGN PANEL - TYPE 1

RELOCATE SIGN PANEL - TYPE 1

TELESCOPING STEEL SIGN SUPPORT

MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS

MODIFIED URETHANE PAVEMENT MARKING - LINE 4"




PAVEMENT MARKING REMOVAL

RAISED REFLECTIVE PAVEMENT MARKER REMOVAL

HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 8"

CONSTRUCTION LAYOUT

DETOUR SIGNING

DUST CONTROL WATERING

TEMPORARY INFORMATION SIGNING

TRAINEES

67000400

67100100

70100450

70102620

70103815

70106800

70300220

70300510

70300520

70300570

70301000

72000100

72400100

72400310

72400710

72800100

78009000

78009004

78009006

78009012

78009024

78300100

78300200

Z0004530

Z0013798

Z0016702

Z0019600

Z0030850

Z0076600

2 2

SUMMARY OF QUANTITIESDHO

RK

9/2013

* SPECIAL PROVISION

X SPECIALTY ITEMS



SE3, LLC

X

X

X

X

X

X

X

X

X

X

X

*

*

*

*

*

*

*

*

*

*

*

*

*

*

X

X

X

X

X7810300

X4021000

X0322936

K0026850

K0012970

C2C01124

EACH

EACH

EACH

SQ YD

UNIT

EACH

68

2

2

20

8

2

RECESSED REFLECTIVE PAVEMENT MARKER

TEMPORARY ACCESS (PRIVATE ENTRANCE)

REMOVE EXISTING FLARED END SECTION

PERENNIAL PLANT CARE

PERENNIAL PLANTS, BULB TYPE

2' HEIGHT,CONTAINER

SHRUB,BUXUS KOREANA X SEMPERVIRENS GREEN VELVET(GREEN VELVET BOXWOOD),

68

2

2

20

8

2

47 4

2' 2'

PGL

2'

THRU12'

TURNRIGHT

12'

PGL

THRU12'

TURNRIGHT

12'

TURNLEFT0'-12'

VARIES

TURNLEFT0'-12'

VARIES

33FT33FT

42FT

33FT33FT

42FT

LANETRAVEL

11'

LANETRAVEL

11'

2.0% 2.0%SHLD2'

SHLD2'

REMOVAL ITEMS

30'-50' 30'-50'

VARIESVARIES

COUNTY HIGHWAY 10 (MAIN STREET)

~

1' SAWCUT 1' SAWCUT

13.5'TRAVEL

LANE LANETRAVEL

13.5'

SHLD4'

SHLD4'

2.0%2.0%

THRU12'

6' 6'THRU12'

LEFT TURN0'-12'

VARIES

30'-50'VARIES

30'-50'VARIES

2'2'

33FT33FT

0' TO 10'VARIES

PGL

47FT

47FT

DO

DO

RK

9/2013

SECTION COUNTY


KANE 47 5

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET 1 OF SHEETS STA. TO STA.

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BB

6

1 2 3 4

8

1 2 3 4

IBR = 3.0

SUBGRADE SUPPORT RATING:

SURFACE = PG 64-22BINDER = PG 64-22

MINIMUM TF = N/A

ACTUAL TF = 2.29TRAFFIC FACTOR:

M = x%S = x%P = x%

ROAD/STREET CLASSIFIACTION: CLASS II

MU = xxxSU = xxxPV = xxx

STRUCTURAL TRAFFIC: YEAR 2023

A E CC

NELSON LAKE ROAD

~

1:10

STA. 97+55.33 TO STA. 99+77.96

2.0% 2.0%

NELSON LAKE ROAD

~

R.O.W.

DE

DIC

ATIO

N

PR

OP

OS

ED

R.O.W.

R.O.W.

DE

DIC

ATIO

N

NELSON LAKE PROPOSED TYPICAL SECTION

1:10

NELSON LAKE ROAD

~

STA. 96+50.88 TO STA. 97+55.33

2.0% 2.0%

1:3

R.O.W.

DE

DIC

ATIO

N

R.O.W.

DE

DIC

ATIO

N

PR

OP

OS

ED

R.O.W.

NELSON LAKE PROPOSED TYPICAL SECTION

1:21:2

1:3

1:10

1:3

NELSON LAKE EXISTING TYPICAL SECTION

9 6

1 2 3 4

8 9

9 8 1 2 3 4 8 9

1

PAVEMENT REMOVAL

HOT-MIX ASPHALT SURFACE REMOVAL, 2"

TURF AREA

AGGREGATE SHOULDER

HOT-MIX ASPHALT PAVEMENT

E

D

C

B

A

EXISTING TYPICAL SECTION LEGEND

NOTES FOR TYPICAL SECTION

PROPOSED TYPICAL SECTION LEGEND

9

8

7

6

5

4

3

2

1

A DB BC C

STRUCTURAL PAVEMENT DESIGN INFORMATION - MAIN STREET

IBR = 3.0

SUBGRADE SUPPORT RATING:

SURFACE = PG 64-22BINDER = PG 64-22

MINIMUM TF = N/A

ACTUAL TF = 4.25TRAFFIC FACTOR:

M = x%S = x%P = x%

ROAD/STREET CLASSIFIACTION: CLASS II

MU = xxxSU = xxxPV = xxx

STRUCTURAL TRAFFIC: YEAR 2023

REMOVAL ITEMS

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

MAIN STREET EXISTING TYPICAL SECTION

STRUCTURAL PAVEMENT DESIGN INFORMATION - NELSON LAKE ROAD

SUBBASE AND BASE SOURCES.

OF 0.08 GAL/ SQ. YD. BETWEEN ADJACENT HMA LAYERS AND 0.25 GAL/ SQ. YD. BETWEEN THE

2. THE BITUMINOUS MATERIALS (PRIME COAT) QUANTITES HAVE BEEN DETERMINED USING A RATE

1. SEE BORING LOGS AND GEOTECHNICAL REPORT FOR EXISTING PAVEMENT THICKNESSES

STA. 98+50.88 TO STA. 99+77.96

STA. 664+28.62 TO STA. 675+68.86

TOPSOIL FURNISH AND PLACE, 6"

COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12

STRIP REFLECTIVE CRACK CONTROL TREATMENT

AGGREGATE SHOULDERS, TYPE B 8"

3/4" MIN. LEVELING BINDER (MACHINE METHOD), N70

SUBBASE GRANULAR MATERIAL, TYPE B 6"

HOT-MIX ASPHALT BASE COURSE, 12"

2.5" HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70

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

1

6 2

3

6 9

STA. 664+28.62 TO STA. 675+68.86

4.0%2.0% 2.0%

4.0%

MAIN STREET PROPOSED TYPICAL SECTION

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.


~

51

69

4

6

7 7

1:3(TYP)

1:4(TYP)

R.O.W.

DE

DIC

ATIO

N

R.O.W.

DE

DIC

ATIO

N

1:4 T

O 1:6

VARIES

1:3(

TYP)

A

4.0%

PR

OP

OS

ED

TE

MP

OR

AR

Y

EA

SE

ME

NT

EXISTING & PROPOSED TYPICAL SECTIONS

PR

OP

OS

ED

TE

MP

OR

AR

Y

EA

SE

ME

NT



SE3, LLC

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

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1 1

SCHEDULE OF QUANTITIES

DO

DO

RK

9/2013

47 6



SE3, LLC

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


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19.6'

576.1'

17.1'

18.9'

488.9'



SE3, LLC

665+00 670+00

670+00 675+00

670+00

MAIN STREET

NE

LS

ON

LA

KE

RO

AD

ALIGNMENTS, TIES, & BENCHMARKS

1 1

CP 500

MAIN STREET

MAIN STREET

ELEVATION:

EASTING:

NORTHING:

721.11

973822.22

1886327.83

12" SPIKE

CP 501

ELEVATION:

EASTING:

NORTHING:

725.10

974393.44

1886304.67

12" SPIKE

CP 502

ELEVATION:

EASTING:

NORTHING:

734.81

974885.80

1886251.54

12" SPIKE

~ MAIN STREET

~ NELSON LAKE ROAD

~ MAIN STREET

~ NELSON LAKE ROAD

NE

LS

ON

LA

KE

RO

AD

4.4'

~ MAIN STREET

NE

LS

ON

LA

KE

RO

AD

~ NELSON LAKE ROAD

BENCHMARK LOCATIONS

ELEVATION = 724.33

CHISLED SQUARE ON CONCRETE BASE OF TELEPHONE CABLE BOX

(NGVD 29 DATUM)

KANE COUNTY #2-64A

DO

RK

9/2013

47 7

2000 ft

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS


PLOT SCALE = 3000.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

1 1

RK

9/2013

47 8

1 1a 2 3 4

5 6 7 8

10 11 12 13

14 15

Seavey Rd

Nels

on

Lake

Rd

Tanner RdTann

er R

d

Main St

Bliss

Rd

Norris Rd

1a

1a

Deerpath

Rd

Deer

path R

d

33

3

3

3

3

3

1a

3

1a

4

4

4

2

22

2

2

2

2

2

2

2

2

6

97

5

7

5

5

5

2

4

6

14

6

7

2

13

1

4

2

7

Orch

ard

Rd4

2

6

13

15

2

13

WITH 2 FLASHERS EACH

2-TYPE III BARRICADES

12

60X36

30X24

M4-9L

30X24

M4-9

30X24

M4-9R

24X18

M4-8a

48X30

R11-2

60X30

R11-4

36X36

W20-3

48X24

W1-6L

48X24

W1-6R

LEGEND

10

10

11

9

AHEAD

CLOSED

ROAD

I-88

OAK ST

ORCHARD GATEWAY BLVD

FA

BY

AN P

KW

Y

PORTABLE MESSAGE BOARDS

NELSON LAKE RD. DETOUR

ROAD CLOSED SIGN

TYPE III BARRICADE WITH FLASHING LIGHTS AND

DETOUR GUIDE SIGN ASSEMBLY

DETOUR NOTES:

W MOOSEHEART RD

4

4

4

4

2

2

2

2

5

5

5

7

NELSON LAKE RD

CLOSED AHEAD

FOLLOW DETOUR

78X42 108X42

24x12

M3-3

24X12

M3-1

8

8

10 9

Nelson Lake Rd

ROAD CLOSED

ROAD CLOSED

2000 FEET AHEAD

DETOUR

LOCAL TRAFFIC ONLY

NELSON LAKE RD

SOUTH OF MAIN ST

FOLLOW DETOUR

TO

THRU TRAFFIC

DETOUR DETOUR

SOUTH NORTH

ROAD

CLOSED

END

DETOUR

DETOUR ROUTE LAYOUT

NOT TO SCALE

AND APPROVED BY THE KDOT TRAFFIC MANAGER.

CLOSURES A MINIMUM OF TWO WEEKS PRIOR TO IMPLEMENTATION, IN FILED

CHANGEABLE MESSAGE SIGNS WILL BE USED TO ALERT MOTORISTS OF 6.

DETOUR MUST BE COVERED.

ALL EXISTING SIGNS OR OTHER DETOUR SIGNS THAT CONFLICT WITH THE 5.

EXISTING SIGNING.

SIGNING SHALL BE PLACED AT LOCATIONS THAT WILL BE COMPATIBLE WITH 4.

CONTROL DEVICES, LATEST EDITION AND THE ILLINOIS SUPPLEMENT.

ACCORDANCE WITH THE 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC

ALL SIGNS, SUPPORTS AND POSITIONING MUST BE IN 3.

CONTROL & PROTECTION." FOR TEMPORARY DETOUR.

OR SEED MUST BE INCLUDED IN THE UNIT BID PRICE FOR "TRAFFIC

ORIGINAL CONDITION AND ELEVATION. THE COST OF PLACING GRAVEL, SOD

CONTRACTOR MUST FILL HOLES (IF ANY) AND RESTORE THE GROUND TO ITS

TEMPORARY SIGN SUPPORTS. AFTER REMOVING THE SUPPORTS, THE

THE CONTRACTOR MUST FURNISH, INSTALL, MAINTAIN AND REMOVE ALL 2.

BEEN REOPENED.

TO CLOSING NELSON LAKE RD. AND IMMEDIATELY AFTER THE ROADS HAVE

KDOT TRAFFIC TEL. NO 630-584-1170 MUST BE NOTIFIED 72 HOURS PRIOR 1.



SE3, LLC

VARIESPAVEMENT WIDENING

VARIES VARIES6' SHLD 6' SHLD

1' TO 4'

VARIES

11'EXISTING WB LANES

11'EXISTING EB LANES

2.0'12'

EXISTING WB LANES12'

EXISTING EB LANES3.0'WIDENING

6' SHLD

STAGE 1 TRAFFIC STAGE 1 WORK ZONE WORK ZONESTAGE 2

STAGE 2 TRAFFIC

6' SHLD

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


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-

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1 1

SUGGESTED STAGES OF CONSTRUCTION

GENERAL NOTES

5.

4.

3.

2.

1.

STAGE 1

MAIN STREET

~

STAGE 3

STAGE 2

HIGHWAY STANDARDS: 701201-04, 701301-04, 701901-02

ROAD.

ALL TIMES AT NIGHT. THIS WORK SHALL COINCIDE WITH THE PLACEMENT OF THE SURFACE COURSE ON NELSON LAKE

IS LESS THAN 20 FEET AT ANY TIME. THE CONTRACTOR SHALL ENSURE THAT TWO LANES SHALL BE PROVIDED AT

DAY TIME OPERATIONS FLAGGERS SHALL BE USED TO CONTROL TRAFFIC IN LOCATIONS WHERE THE TRAFFIC WIDTH

DURING STAGE 3, THE FINAL SURFACE COURSE WILL BE PLACED DURING DAYTIME FLAGGING OPERATIONS. DURING

MAIN STREET

~

KDOT.

WEEKLY PROGRESS MEETINGS SHALL BE HELD BY THE CONTRACTOR TO UPDATE

STARTING WORK IN ANY AREA.

BE APPROVED BY KDOT AND THE ENGINEER PRIOR TO THE CONTRACTOR

FOR EACH LOCATION ALONG THE PROJECT CORRIDOR. THE SCHEDULES SHALL

THE CONTRACTOR WILL BE REQUIRED TO SUBMIT DETAILED WORK SCHEDULES

FOLLOWING GRINDING ACROSS A DRIVEWAY.

DRIVING SURFACE SHALL BE PROVIDED FOR CROSS TRAFFIC IMMEDIATELY

FOLLOWING THE GRINDING OPERATION. TEMPORARY RAMPS AND A SUITABLE

PAVEMENT QUANTITY IS INCLUDED TO RE-ESTABLISH CROSS TRAFFIC

DRIVEWAY ACCESS MUST BE MAINTAINED DURING CONSTRUCTION TEMPORARY

WILL BE 2".

THE MAXIMUM ALLOWABLE LANE DROP DIFFERENTIAL ALLOWED

TIMES.

ONE LANE OF TRAFFIC IN EACH DIRECTION SHALL BE MAINTAINED AT ALL

MAIN STREET

~

DO

RK

9/2013

HIGHWAY STANDARDS: 701001-02, 701006-04, 701011-03, 701201-04, 701301-04, 701501-06, 701901-02

AT ALL TIMES AT NIGHT.

WIDTH IS LESS THAN 20 FEET AT ANY TIME. THE CONTRACTOR SHALL ENSURE THAT TWO LANES SHALL BE PROVIDED

DURING DAY TIME OPERATIONS FLAGGERS SHALL BE USED TO CONTROL TRAFFIC IN LOCATIONS WHERE THE TRAFFIC

REQUIRED DEPTH AS NECESSARY. THE REQUIRED GRINDING WILL BE ACHIEVED BY HMA SURFACE REMOVAL.

THE EB AND WB LANES AS APPROVED BY THE ENGINEER TO GRIND THE EXISTING PAVEMENT AND PATCH TO THE

STAGE 1 OF THE NELSON LAKE MOT STAGE. AFTER WIDENING HAS BEEN COMPLETED THE CONTRACTOR SHALL CLOSE

THE PAVEMENT WIDENING AND GRADE THE PARKWAYS AS REQUIRED. THIS WORK STAGE SHALL COINCIDE WITH

NECESSARY. THE CONTRACTOR WILL BE ABLE TO EXCAVATE AND PLACE SUBBASE, BASE, AND BINDER COURSES FOR

DURING STAGE 1, THE WESTBOUND AND EASTBOUND TRAFFIC LANE WIDTH SHALL BE REDUCED TO 11 FEET WHERE

47 9

HIGHWAY STANDARDS: 701001-02, 701006-04, 701011-03, 701201-04, 701301-04, 701501-06, 701901-02

NELSON LAKE MOT STAGE.

TO REPLACE THE SHOULDERS AND GRADE THE PARKWAY AS REQUIRED. THIS WORK SHALL COINCIDE WITH STAGE 2 OF THE

AS NECESSARY TO THE SOUTH ONTO THE NEWLY CONSTRUCTED WIDENING. THE CONTRACTOR WILL BE ABLE TO EXCAVATE

DURING STAGE 2, BOTH EASTBOUND AND WESTBOUND LANES SHALL REMAIN OPEN TO TRAFFIC, BUT WILL BE SHIFTED



SE3, LLC

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

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-

FIL

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27'

28'

27'

36'

28'

50'

30'

30'

50'

50'

50'

33' 33'

50'

50'

30'

50'

50'

30'

50'

30'

50'

30'

33' 33'



SE3, LLC

665+00 670+00 675+00

665+00 670+00 675+00



211'=50'

MAINTENACE OF TRAFFIC LEGEND STAGE 1

STAGE 1

WORK AREA

BI-DIRECTIONAL LIGHTDRUM WITH STEADY BURNING

TYP25'

TYP25'

50' 100'0


STAGE 2

WORK AREA

BI-DIRECTIONAL LIGHTDRUM WITH STEADY BURNING

50' 100'0

EX R.O.W.

EX R.O.W.

EX R.O.W.

EX R.O.W.

PROP R.O.W.PROP R.O.W.

PROP TEMP EASEMENT

PROP TEMP EASEMENT

PROP R.O.W.

~ NELSON LAKE ROAD

~ MAIN STREET

EX R.O.W.

EX R.O.W.

EX R.O.W.

EX R.O.W.

PROP R.O.W.PROP R.O.W.

PROP TEMP EASEMENT

PROP TEMP EASEMENT

PROP R.O.W.

~ NELSON LAKE ROAD

~ MAIN STREET

MAIN STREET

MAIN STREET

RO

AD

NE

LS

ON

LA

KE

OF NELSON LAKE ROAD MOTCOORDINATE WITH STAGE 1

OF NELSON LAKE ROAD MOTCOORDINATE WITH STAGE 2

R3-2

R3-1R

OA

DN

ELS

ON

LA

KE

MG

DO

RK

9/2013

47 10

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

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-

FIL

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22'

36'36'

22'

36'

36'

30'

50'

50'

50'

30'

50'

50'

50'

33' 33' 33' 33'



SE3, LLC

670+00

95

+00

670+00

95

+00

EX R.O.W.

EX R.O.W.

EX R.O.W.

EX R.O.W.

SUGGESTED CONSTRUCTION STAGING

STAGE 1


STAGE 2


STAGE 3

~ MAIN STREET

2 2

PROP R.O.W.

~ NELSON LAKE ROAD

PROP R.O.W.

PROP TEMP EASEMENT

R.O.W. DEDICATION

EX R.O.W.

EX R.O.W.

EX R.O.W.

EX R.O.W.

~ MAIN STREET

PROP R.O.W.

PROP TEMP EASEMENT

~ NELSON LAKE ROAD

PROP R.O.W.

PROP TEMP EASEMENT

R.O.W. DEDICATION

STAGE 2STAGE 1

MAINTAIN 10' DRIVEWAY PATHADD ADDITIONAL STONE TO

OF MAIN STREET

COORDINATE WITH STAGE 1

1'=50'


WORK AREA


WORK AREA

PAVEMENT TO REMAIN

MAIN STREET MAIN STREET

RO

AD

NE

LS

ON

LA

KE

RO

AD

NE

LS

ON

LA

KE


NELSON LAKE ROAD

50' 100'0 50' 100'0

STAGE 3

BI-DIRECTIONAL LIGHTDRUM WITH STEADY BURNING BI-DIRECTIONAL LIGHT

DRUM WITH STEADY BURNING

TYPE III BARRICADES

R3-1

PROP R.O.W.

R3-2

1.

2.

3.

1.

2.

1.

2.

DRIVEWAY.

MAINTAIN ACCESS AT ALL TIMES FOR

DAYTIME OPERATIONS.

INSTALL SURFACE COURSE UNDER

MG

DO

RK

9/2013

BINDER COURSE WITHIN THE WORK ZONE.

INSTALL CURB AND GUTTER, BASE COURSE, AND

PROPOSED SUBBASE.

THE WORK ZONE AND GRADE TO

REMOVE EXISTING PAVEMENT WITHIN

47 11

WORK AREA.

INSTALL CURB AND GUTTER WITHIN THE

COURSE TO BE INSTALLED.

ELEVATIONS AND BASE COURSE AND BINDER

REMOVED TO SUBBASE, GRADED PER FINAL

EXISTING PAVEMENT IN WORK AREA TO BE

EXISTING DRIVEWAY TO REMAIN INTACT.

SOUTHBOUND PAVEMENT ON SOUTH SIDE OF

PROP TEMP EASEMENT

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS


PLOT SCALE = 100.00 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

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28'

22'

50'

30'

30'

50'

50'

30'

50'

50'

33' 33'

40' 20' 20' 20'

30' 30' 30' 30'

50' 50' 50' 100' 50'



SE3, LLC

665+00 670+00 675+00

95

+00

1 11'-50'

50' 100'0

EX R.O.W.

EX R.O.W.

EX R.O.W.

EX R.O.W.

NE

LS

ON

LA

KE

RO

AD

~ MAIN STREET

MAIN STREET

PROP R.O.W.

PROP R.O.W.

R.O.W. DEDICATION

~ NELSON LAKE ROAD

PROP TEMP EASEMENT

PROP TEMP EASEMENT

LEGENDLEGEND

INLET AND PIPE PROTECTION

50.00' RT+46.18

30.00' LT+00.00

50.00' LT+00.00

50.00' LT+00.00

T

T T T T T

T T T T T

TEMPORARY DITCH CHECKT

INLET FILTER

INLET FILTER

TTTTT






TEMPORARY EROSION CONTROL PLAN 47 12

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


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28'

22'

50'

30'

30'

50'

50'

30'

50'

50'

33' 33'



SE3, LLC

665+00 670+00 675+00

95

+00

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

MAILBOXRELOCATE EXISTING

1 11'-50'

50' 100'0

SEE NOTE 1

SEE NOTE 1

(BY OTHERS)RELOCATE HANDHOLE

SEE NOTE 1

(BY OTHERS)RELOCATE POWER POLE

SEE NOTE 1

(BY OTHERS)RELOCATE POWER POLE

SEE NOTE 1SEE NOTE 1

NOTE:

EX R.O.W.

EX R.O.W.

EX R.O.W.

EX R.O.W.

NE

LS

ON

LA

KE

RO

AD

~ MAIN STREET

MAIN STREET

PROP R.O.W.

PROP R.O.W.

R.O.W. DEDICATION

~ NELSON LAKE ROAD

PROP R.O.W.

PROP TEMP EASEMENT

PROP TEMP EASEMENT

SEE NOTE 1

(AT&T)UNDERGROUND TELEPHONE LINE

LINE (NICOR GAS)UNDERGROUND GAS

PAVEMENT PATCHING

1.REMOVED AND RESETREFER TO SIGNAGE PLAN FOR EXISTING SIGNS TO

P.E.F.E.

F.E.

P.E.

AGRICULTURAL

AGRICULTURALRESIDENTIAL

AGRICULTURAL

LEGEND

P.E.

(937 SQ YD)PAVEMENT REMOVAL

REMOVAL, 66'PIPE CULVERT

REMOVALDRIVEWAY PAVEMENT

REMOVALHOT-MIX ASPHALT SURFACE

PAVEMENT REMOVAL

REMOVAL PLAN

REMOVAL-BUTT JOINTHOT-MIX ASPHALT SURFACE

XX

(3233 SQ YD)SURFACE REMOVAL, 2."HOT-MIX ASPHALT

40' 40'

DO

DO

RK

9/2013

(6 TO 15 UNITS DIAMETER)TREE REMOVAL

REMOVAL-BUTT JOINT (122 SQ YD)HOT-MIX ASPHALT SURFACE

REMOVAL- BUTT JOINT (122 SQ YD)

HOT-MIX ASPHALT SURFACE

REMOVAL (38 SQ YD)DRIVEWAY PAVEMENT




(OVER 15 UNITS DIAMETER)TREE REMOVAL

(BY OTHERS)GAS MAIN TO BE RELOCATED

NICOR GAS

47 13

SU

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T'N

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BY

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NO.

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS

Whit Friend=USER NAME

100.00 FT / in.=PLOT SCALE

9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED

F.A.


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663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00 671+00 672+00 673+00 674+00 675+00 676+00 677+00

6'

6'

33' 33'

30'

50'

27'

50'

30'

50'

30'

28'

36'

6'

6' 5

0'

50'



SE3, LLC

721.8

9

721.8

8

721.8

9

722.1

0

722.5

4

723.1

7

723.8

3

724.4

9

725.1

5

725.8

0

726.4

6

727.1

2

727.7

8

728.4

7

729.3

5

730.4

6

731.7

7

733.1

0

734.4

4

735.7

7

737.0

3

738.0

9

738.9

6

722.0

7

722.0

1

721.9

3

721.8

9

721.8

3

721.8

5

722.0

8

722.4

9

723.0

1

723.6

4

724.3

1

725.0

0

725.6

9

726.4

2

727.1

4

727.8

2

728.4

9

729.3

4

730.4

3

731.7

5

732.9

9

734.2

4

735.6

8

737.0

0

738.1

1

739.0

0

739.6

3

740.1

8

740.4

0

740.2

4

721.8

8

721.8

9

722.1

0

722.5

4

723.1

7

723.8

3

724.4

9

725.1

5

725.8

0

726.4

6

727.1

2

727.7

8

728.4

7

729.3

5

730.4

6

731.7

7

733.1

0

734.4

4

735.7

7

737.0

3

738.0

9

738.9

5

VPI

ST

A.

666

+00.0

0

EL

EV

ATIO

N 721.8

5-0.03% +1.32%

150.00' V.C.

K = 111

VPI

ST

A.

671+50.0

0

EL

EV

ATIO

N 729.1

0

+1.32%+2.

67%

150.00' V.C.

K = 111

VPI

ST

A.

674

+80.0

0

EL

EV

ATIO

N 737.9

1

+2.67%

+1.49%

150.00' V.C.

K = 127

+25.0

0

EL.

721.8

7

+75.0

0

EL.

722.8

4 +75.0

0

EL.

728.1

1

+25.0

0

EL.

731.1

0

+05.0

0

EL.

735.9

1

+55.0

0

EL.

739.0

3

717 75

721 75

665+00

PT

Sta 666

+01.1

8

670+00 675+00

POT Sta 99+99.96

(TY

P)

(TY

P)

STA. 664+28.62BEGIN IMPROVEMENT


STA. 675+68.86END IMPROVEMENT

P.E.

50'R

P.E.EX R.O.W.

EX R.O.W.

EX R.O.W.

EX R.O.W.

F.E.F.E.

F.E.

WATER EDGE WATER EDGE


(TY

P)

(TY

P)

EXIST. CURVE MAIN-1

PI STA. = 660+25.44

R = 37,221.92'

T = 575.83'

L = 1,151.56'

E = 4.45'

P.C. STA. = 654+49.62

P.T. STA. = 666+01.18

MAIN-1EXIST. CURVE

SAWCUT SAWCUT

664+28.62 675+68.86

PLAN & PROFILECOUNTY HIGHWAY 10 (MAIN STREET)

EL

EV 721.9

1

ST

A.

664

+28.6

2

MA

TC

H

EX

PA

VE

ME

NT

EL

EV 739.2

3

ST

A.

675

+68.8

6

MA

TC

H

EX

PA

VE

ME

NT

PROP MAIN STREET ~ PROFILE

EXIST MAIN STREET ~ PROFILE

EXIST ~

PROP ~

ST

A 99

+99.9

6

~

NE

LS

ON

LA

KE

RO

AD

AGRICULTURAL

AGRICULTURAL

RESIDENTIAL

AGRICULTURAL

PROP R.O.W.

~ NELSON LAKE ROAD

50'R

STA. 99+99.96 NELSON LAKE ROAD

STA. 669+05.70 COUNTY HWY 10 (MAIN STREET)

PROP EDGE OF PAVEMENT

RO

AD

NE

LS

ON

LA

KE

MAIN STREET

NOTE:

X

XX

(4060 SQ YD)

STA 664+28.62 TO STA 675+68.86 SHEETS FOR DRAINAGE INFORMATION.

REFER TO DRAINAGE PLAN AND PROFILE

1.

2.

3.

14.00' LT+68.86

20.00' LT+43.86

13.40' RT+68.86

13.77' RT+40.29

APPROACH TAPER @ 35:1


SHOULDERS TYPE B, 8"PROP AGGREGATE

22.00' RT+75.87

22.00' RT+48.74

GAS LINE (NICOR GAS)UNDERGROUND

CURB AND GUTTER, TYPE B-6.12PROP COMBINATION CONCRETE

DEDICATIONR.O.W.

PAVEMENT, 8", (SEE NOTE 1)PROP HMA DRIVEWAY

DEDICATIONR.O.W.

TO REMAINEXISTING FENCE

@ 35:1

APPROACH TAPER


PAVEMENT, 8" (SEE NOTE 1)PROP HMA DRIVEWAY

~ MAIN STREET

LINE (AT&T)UNDERGROUND TELEPHONE

22.00' RT+39.81




LINE (TYP)EX CROP

14.21' LT+28.64

20.18' LT+53.65

COURSE, TYPE B (TYP)AGGREGATE SURFACE

13.40' RT+40.79


19.37' RT+53.62

AERIAL LINES

13.40' RT+28.64

WIDENING & PAVEMENT RESURFACING

1 1

0

0

5

50

SCALE IN FEETHORIZ SCALE

SCALEVERT

LEGEND

EASEMENTPROPOSED TEMPORARY

B-03

B-05

B-06

B-04

OF CONSTRUCTION.

THE ROW LINE IS CONSIDERED THE LIMIT

V: 1'=5'H: 1'=50'

B4

MATCH INTO EXISTING DRIVEWAY APRON.

745

750

710

715

720

725

730

735

740

745

750

710

715

720

725

730

735

740

10

FT

DO

DO

RK

9/2013

ROW MARKERS (TYP)FURNISHING AND ERECTING

ROW MARKERS (TYP)FURNISH AND ERECT

47 14

30'50'

66.00FT

22'

50' 50'

24'

36'

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

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EC

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D

RT.

OF

WA

Y

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EC

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D

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DD

FIL

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PR

OFIL

ES

UR

VE

YE

D

PL

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TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED

F.A.


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90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00

P.E.

F.E.

695

690

700

705

710

715

720

725

730

695

690

700

705

710

715

720

725

730



WATER EDGE

EX R.O.W.

EX R.O.W.

33'

33'

6'

EXIST ~

PROP ~

PLAN & PROFILE

NELSON LAKE ROAD

EL

EV.

713.3

5

ST

A.

96

+50.8

8

MA

TC

H

EX

PA

VE

ME

NT

EXIST NELSON LAKE ~ PROFILE

PROP NELSON LAKE ~ PROFILE

ST

A 669

+05.7

0

~

MAIN

ST

RE

ET

AGRICULTURAL

RESIDENTIAL

AGRICULTURAL

AGRICULTURAL


(MAIN STREET)

STA. 669+05.70 COUNTY HWY 10

WATER EDGE

WETLAND LIMIT

WETLAND LIMIT

WETLAND LIMIT

EX

R.O.W.

EX

R.O.W.

EL

EV.

725.8

8

ST

A.

99

+99.9

6

MA

TC

H

EX

PA

VE

ME

NT

EXIST NELSON LAKE ~ PROFILE

~ MAIN STREET

MAIN

ST

RE

ET

SAWCUT

ROAD

NELSON LAKE

~ NELSON LAKE ROAD STA. 96+50.88BEGIN IMPROVEMENT

AERIAL LINES


PAVEMENT REMOVAL & RECON

(937 SQ YD)

STA 96+50.88 TO STA 99+86.15

EX CULVERT

0

0

5

50

SCALE IN FEETHORIZ SCALE

SCALEVERT

LEGEND

EASEMENTPROPOSED TEMPORARY

NOTE:

1.

2.

3.

R.O.W. DEDICATION

EX FENCE

(TYP)

EX CROP LINE

FENCEEX

B-05

B-04

RATE @ 48:1APPROACH TAPER

LINE (AT&T)UNDERGROUND TELEPHONE

50'R

18.00' LT+50.88

18.00' LT+29.95

RATE @ 25:1

APPROACH TAPER

SHEETS FOR DRAINAGE INFORMATION.

REFER TO DRAINAGE PLAN AND PROFILE

OF CONSTRUCTION.

THE ROW LINE IS CONSIDERED THE LIMIT

MATCH INTO EXISTING DRIVEWAY APRON.

18.00' RT+50.88

18.00' RT+25.92

13.86' LT+50.88

10.14' RT+50.88

22.28' LT+67.81

10'R

35.73' LT+76.99

42.33' LT+74.57

20.75' LT+93.47

15'R

CURB AND GUTTER, TYPE B-6.12PROP COMBINATION CONCRETE


17.10' LT+07.62

32.92 LT+92.34

1 1 V: 1'=5'H: 1'=50'

96+50.88 99+99.96

42.07' LT+92.84

MARKER (TYP)ERECTING ROWFURNISHING AND

B-12


PROP R.O.W.

GAS LINE (NICOR GAS)UNDERGROUND

MARKERS (TYP)ERECTING ROWFURNISHING AND



16.02' LT+55.33

47 15

721 75

670

+00

90+00 95+00

PO

T

Sta 99

+99.9

6



SE3, LLC

713.3

5

VPI

ST

A.

98

+20.0

0

EL

EV

ATIO

N 724.0

8

+6.34%

+1.00%

236.00' V.C.

K = 44

+02.0

0

EL.

716.6

0

+38.0

0

EL.

725.2

6

704.1

9

702.4

7

701.1

2

700.0

0

699.5

3

699.6

0

699.6

1

699.6

4

699.7

6

700.7

1

701.7

2

703.9

7

706.5

6

709.7

0

713.2

9

717.1

0

720.7

1

723.4

4

724.9

8

725.9

1

726.1

0

716.4

7

719.3

8

721.7

2

723.5

0

724.7

2

725.3

8

705

710

715

720

725

730

735

705

710

715

720

725

730

735

745

740 740

745

EX. R.O.W.

EX R.O.W.

EX

R.O.W.

EX. R.O.W.F.E.

P.E.

P.E.

P.E.

NELSON LAKE ROAD

EXISTING

~

F.E.


STA. 669+05.70 MAIN STREET



PR ROW

EX R.O.W.

PR R.O.W.

PR TEMP EASEMENT

PROPOSED ~ PROFILE

EXISTING ~ PROFILE

EL

EV 721.9

0

ME

ET

EX

PA

VE

ME

NT


EL

EV 739.3

6

ME

ET

EX

PA

VE

ME

NT

PROPOSED FLARED END SECTION, INV. 724.15

PROPOSED FLARED END SECTION, INV. 724.85

EX. DRIVEWAY CULVERTS TO REMAIN

INV. 724.50

24 INCH RCP CULVERT

LEGEND

FLARED END SECTION

STORM SEWER

PIPE CULVERT

DITCH

24 INCH CULVERT, RCP, 70 LF @ 1.00%

ENTRANCE CULVERTREMOVE EXISTING

+1.32%+2.

67%

+1.50%

+2.67%

-0.03% +1.32%

FOR NELSON LAKE ROAD

SEE SHEET 2

1

1 664+28.62 675+68.86

MAIN STREET - DRAINAGE PLAN & PROFILE

TYPE IV, 58 LF @ 0.60%15 INCH STORM SEWER, RCP,

IV, 84 LF @ 0.60%SEWER, RCP, TYPE 15 INCH STORM



15 INCH CONCRETE FLARED END SECTION, INV. 717.34


CONSTRUCTIONLIMIT OF

GUTTER DRAIN DIRECTION

EX ~ MAIN STREET

EX ~ NELSON LAKE ROAD

0 50 50

HORIZONTAL SCALE

0

VERTICAL SCALE

5 5

INV: 717.69 (NW)INV: 717.69 (E) RIM: 721.48 STA. 665+13, 15.50' LTFRAME AND GRATE TYPE 1, CLOSED LIDMANHOLE 1: 4 FOOT DIA., TYPE A

INV: 718.20 (W)INV: 718.20 (E) RIM: 721.70 STA. 666+00, 16.00' LTFRAME AND GRATE TYPE 1, CLOSED LIDMANHOLE 2: 4 FOOT DIA., TYPE A

INV: 720.64 (W)INV: 720.64 (NE) RIM: 724.08 STA. 667+80, 16.00' LTFRAME AND GRATE TYPE 1, CLOSED LIDMANHOLE 3: 4 FOOT DIA., TYPE A

STRUCTURE TABLE

MANHOLE 3

MANHOLE 2

MANHOLE 1

EXISTING PIPE CULVERT REMOVAL, 66 LF

RIP RAP, CLASS A5, 4 SY

CONCRETE FLARED END SECTION, INV. 721.00

MANHOLE 3, INV. 720.64@ 1.36%12 INCH STORM, RCP

12 INCH STORM, RCP @ 1.50%

FRAME AND LID, TYPE 1 (TYP.)FLAT SLAB TOP (TYP.)

MANHOLE 2, INV. 718.20


MANHOLE 1, INV. 717.69

RCP @ 0.60%15 INCH STORM,

RCP @ 0.60%15 INCH STORM,

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS

zulkowsd=USER NAME


8/21/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED

F.A.

COUNTY HIGWAY 10 (MAIN STREET) AT NELSON LAKE ROAD


-

-

-

-

-

-

-

-

FIL

E

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NL-sht-drain.d

gn

3

31" = 50'

GC

SDZ

JAC

08-23-2013

TRUST COMPANYNORTH STAR

OF KANE COUNTYFOREST PRESERVE DISTRICT

RONALD N & DIANE KRAMER

663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00 671+00 672+00 673+00 674+00 675+00 676+00 677+00 678+00

722.0

7

722.0

1

721.9

2

721.8

9

721.8

3

721.8

7

722.1

0

722.5

2

723.0

4

723.6

8

724.3

4

725.0

4

725.7

3

726.4

5

727.1

7

727.8

5

728.5

2

729.3

7

730.4

7

731.7

9

733.0

3

734.2

9

735.7

2

737.0

5

738.1

5

739.0

2

739.6

5

740.1

9

740.3

9

740.2

2

739.7

7

721.8

9

721.8

8

721.8

9

722.1

0

722.5

4

723.1

7

723.8

3

724.4

9

725.1

5

725.8

0

726.4

6

727.1

2

727.7

8

728.4

7

729.3

5

730.4

6

731.7

7

733.1

0

734.4

4

735.7

7

737.0

3

738.0

9

738.9

6

665+00 670+00 675+00

EX GRADE

WETLAND LIMIT

WATER EDGE

21'

EX R.O.W.

EX

R.O.W.

EX

R.O.W.

EX R.O.W.

P.E.

F.E.

30'

30'

EL

EV.

725.7

0S

TA.

99

+99.9

6M

EE

T

EX

PA

VE

ME

NT

MAIN STREET

EXISTING

~

690

695

700

705

710

715

720

725

730

690

695

700

705

710

715

720

725

730


PR R.O.W.

PR R.O.W.

TEMP EASEMENT

WETLAND LIMIT

WATER EDGE

WETLAND LIMIT

LEGEND

STORM SEWER

PIPE CULVERT

DITCH

+1.00%

+6.0

4%

NELSON LAKE ROAD - DRAINAGE PLAN & PROFILE

CONSTRUCTIONLIMIT OF

EX ~ MAIN STREET


EL

EV.

713.6

8S

TA.

96

+50.8

8M

EE

T

EX

PA

VE

ME

NT

STRUCTURE TABLE

ENTRANCE CULVERTREMOVE EXISTING

RCP, 34 LF @ 1.00%12 INCH STORM SEWER,

GUTTER DRAIN DIRECTION

2

2

CONCRETE FLARED END SECTION

96+50.88 99+99.96


WETLAND LIMIT

0 50 50

HORIZONTAL SCALE

0

VERTICAL SCALE

5 5

INV: 717.64 (S)INV: 717.64 (W) RIM: 721.34 STA. 98+05, 18.00' RTFRAME AND GRATE TYPE 11CATCH BASIN: 4 FOOT DIA., TYPE A

CATCH BASIN

INLET

INV: 717.98 (E) RIM: 721.32STA. 98+05, 18.00' LTFRAME AND GRATE TYPE 11INLET: 2 FOOT DIA., TYPE A

PR GRADE

CATCH BASIN

INV. 717.64

FLAT SLAB TOP

12 INCH STORM SEWER, RCP @ 2.98 %

CONCRETE FLARED END SECTION, INV. 713.47

FRAME AND GRATE, TYPE 11

18.66'10'




12 INCH STORM SEWER, RCP, 140 LF @ 2.98%

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS

zulkowsd=USER NAME


8/21/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED

F.A.

COUNTY HIGWAY 10 (MAIN STREET) AT NELSON LAKE ROAD


-

-

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-

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3

31" = 50'

GC

SDZ

JAC

08-23-2013

670

+00

90+00 95+00

NOGAP

5

50

675

8500.000000

NLAKE

001

86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00

711.4

6

711.9

0

712.1

8

711.8

7

710.5

0

708.3

5

706.1

3

704.0

9

702.4

3

701.0

8

699.9

9

699.5

7

699.6

4

699.6

4

699.7

2

699.9

0

700.5

3

701.9

2

704.1

1

706.8

3

710.0

0

713.6

2

717.4

3

720.9

9

723.6

6

725.1

3

725.9

7

725.8

4

716.6

5

719.4

8

721.7

6

723.4

6

724.6

0

725.2

0

~ NELSON LAKE ROAD

STA 668+39.8122' RTEL. 724.79 STA. 669+75.87

22' RTEL. 726.58

STA 668+82.9422.00' RTEL. 725.36'

STA 669+32.4222.00' RTEL. 726.01'

20' 40'0'

STA 99+53.9524.13' LTEL. 725.00'

STA 99+29.9518.00' LTEL. 724.81

STA 99+25.9218.00' RTEL. 724.76

STA 99+51.9425.31' RTEL. 725.15

EL=725.40'EL=725.42'

EL=725.17'EL=725.12'

EL=725.01' EL=726.80'EL=725.58' EL=726.23'

ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS.

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

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EX ROW

EX ROW

EX ROW

EX ROW

~ MAIN STREET MAIN STREET

NE

LS

ON

LA

KE

RO

AD

R.O.W.

DE

DIC

ATIO

N

R.O.W. DEDICATION

PR R.O.W.

PR

TE

MP

EA

SE

ME

NT

1 1

2.0

%1.0

%

+39.8

1

2.0

%1.0

%

+75.8

7

1.32% 1.32%

2.0

%

+98.8

1

2.0

%

+16.8

7

2.0

%

2.0

%

1.0%

+51.94+53.95

1.7%

2.0%

+25.92

+29.95

2.0%

1.4

%

3.4

%

NOTE

INTERSECTION PLAN

1.32%

1"=40'

DO

DO

RK

9/2013

47 18



SE3, LLC

670+00

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

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12'1

2'12'

12'12'12'

12'

12'

12'

12'

12'

12'

12'12'

27'

28'

22'

50'

30'

50'

30' 50'

50'

50'

30'

33' 33'

75' 75'



SE3, LLC

665+00 670+00 675+00

95

+00

ONLY ONLY

ONLY ONLY

REFLECTIVE PAVEMENT MARKER LEGEND

ONE-WAY CRYSTAL MARKER

ONE-WAY AMBER MARKER

TWO-WAY AMBER MARKER

2.2

1'

LT

+28.6

4

2.0

0'

LT

+01.1

6

1.4

0'

RT

+28.6

4

2' R

2.0

0'

LT

+23.7

4

2.0

0'

LT

+48.7

4

2.0

0'

LT

+08.7

4

2.0

0'

LT

+68.8

6

1.4

0'

RT

+68.8

6

1.7

8'

RT

+39.9

5

115'

ST

OR

AG

E

1.86' LT

+50.88,

200'

TA

PE

R

@ 48:1

1 1

NOTES:

299' TAPER @ 35:1

~ MAIN STREET

225' STORAGE292' TAPER @ 35:1

10.00' RT

+23.74

6.00' RT

+65.88

38' R

MAIN STREET

10.0

0'

RT

+48.7

4

RO

AD

NE

LS

ON

LA

KE

~ NELSON LAKE ROAD

1.40' RT

+41.12

10.00' RT

+40.15

10.00' RT

+66.13

6.00' LT

+65.88

6.00' LT

+50.88,

2.00' LT

+43.42,

6.43' RT

+67.39,

6.00' RT

+50.88,

1'=50'

PAVEMENT MARKING PLAN

50' 100'0

MATCH EXISTING

MATCH EXISTING

YELLOW

12" SOLID

LINES @ 11" C-C

2-4" SOLID YELLOW

(2' LINE, 6' SPACE)

4" WHITE DOTTED

STANDARD 781001.

INSTALLATION OF REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED PER IDOT3.

STANDARD KC781001.

REFLECTIVE PAVEMENT MARKERS SHALL BE RECESSED PER KANE COUNTY2.

ALL PAVEMENT MARKINGS ARE MODIFIED URETHANE UNLESS OTHERWISE SPECIFIED1.

4" SOLID WHITE LINE

24" SOLID WHITE LINE

YELLOW LINE

12" SOLID

@ 11' C-C

2-4" SOLID YELLOW LINES

LINES @ 11' C-C

2-4" SOLID YELLOW

6" SOLID WHITE LINE160' TAPER 13:1

47 19

50'

30'

27' 12'

12'

30'

50'

12'

12'

12'1

2'12'

50'

50'

12'

12'

28'

50'

30'

12'12'12'

12'12'

33' 33'

22'

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

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EX. R.O.W.

EX. R.O.W.

EX. R.O.W.

EX. R.O.W.

PR R.O.W.PR R.O.W.

PR TEMP EASEMENT

PR R.O.W.

PR TEMP EASEMENT

WB-TS-001A

WB-TS-001B

WB-TS-002

WB-TS-003A

WB-TS-003B

WB-TS-003C

NB-TS-003C

NB-TS-002

NB-TS-001

SB-TS-001

SB-TS-002

EB-TS-001A

EB-TS-001B

EB-TS-001C

EB-TS-002

MAIN

NB-TS-003B (P)

NB-TS-003A (P)

NB-TS-003A (R)

NB-TS-003B (R)

MAIN

NELSON LAKENELSON LAKE

MAIN ST

NELSON LAKERD

NELSON LAKERD

MAIN ST

1 1

SIGNAGE PLAN

~ MAIN STREET

~ NELSON LAKE ROAD

MAIN STREET

RO

AD

NE

LS

ON

LA

KE

50' 100'0

COMPLETED

CONSTRUCTION IS

BE RESET AFTER

CONSTRUCTION AND IS TO

BE MAINTAINED DURING

EXISTING BFPD SIGN IS TO

1"=50'

47 20

717 75

721 75

665+00 670+00 675+00

95

+00



SE3, LLC

PR R.O.W.

PR TEMP EASEMENT

EX

R.O.W.

P.E.


F.E.

EX ~ MAIN STREET

P.E.

EX R.O.W.

EX. R.O.W.

F.E. EX. R.O.W.

P.E.

EX R.O.W.

LIMITS OF CONSTRUCTION

0.02 ACRESPROPOSED SEEDING

PR ROW

LIMITS OF CONSTRUCTION0.42 ACRESPROPOSED SEEDING



STA. 99+99.96 NELSON LAKE ROADSTA. 669+05.70 MAIN STREET



LIMITS OF CONSTRUCTION

RESTORE DECORATIVE ROCKSREMOVE, STOCKPILE ONSITE AND

RESTORE DECORATIVE ROCKSREMOVE, STOCKPILE ONSITE AND

MAIN STREET

26

54

46

34

46

34

46

54

3228

4428

NE

LS

ON

LA

KE

RO

AD

SEE DETAIL E-1

DETAIL E-1

SCALE=N.T.S.DRIVEWAY DETAIL

PROPOSED LANDSCAPE PLAN

COUNTY HIGHWAY 10 (MAIN STREET) AT NELSON LAKE ROAD

LINEEXISTING ROW

LEGEND

CLASS 2A SEEDING

PERENNIAL PLANTS, BULB TYPE

DECORATIVE ROCKS

SHRUB, BUXUS KOREANA SEMPERVIRENS

3

3


664+28.62 675+68.86

0 50 50

HORIZONTAL SCALE

SPACINGPLANT BULBS AT 6" DUTCH MASTER DAFFODIL INSTALL NEW NARCISSUS

COMMON BOXWOOD"SUFFRUITICOSA" SEMPERVIRENS BUXUS INSTALL NEW

6" SPACINGPLANT BULBS AT MASTER DAFFODIL NARCISSUS DUTCH INSTALL NEW

COMMON BOXWOOD"SUFFRUITICOSA" SEMPERVIRENS INSTALL NEW BUXUS

665+00 670+00 675+00

95

+00

717 75

721 75

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

FIL

E

NA

ME

I:\

Projects\4016125\4016125_0001\90_

CA

D

Models and

Sheets\04_

C_

Civil\

Sheets\

Landscape.d

gn

zulkowsdUSER NAME =


PLOT DATE = 8/21/2013

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SHEET NO. OF SHEETS STA. TO STA.

F.A.P.

JAC

KMQ

SDZ

3

3KANE

DIVISION OF TRANSPORTATION

KANE COUNTY

SCALE: 1"=50'08-23-2013

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

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=

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9/2013



SE3, LLC

1 3

BORING LOG DETAILS 47 24

SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

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SE3, LLC

2 3


SECTION COUNTY


KANE

TOTAL

SHEETS

SHEET

NO.RTE.

08-00378-00-CH

CONTRACT NO.

SCALE:


STATE OF ILLINOIS




DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

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SE3, LLC

3 3


EXISTING DRIVEWAY OR

DEPRESSED CURB

PROPOSED PAVEMENT

R.O.W. LINE

PARKING LOT

A

A

FLOW LINE OF GUTTER

DEPRESSED CURB

R.O.W. LINE

EXISTING DRIVEWAY OR

PARKING LOT

A

A

CURB & GUTTER

B B

R.O.W. LINE

SECTION B-B

4%

SECTION A-A

1:4 MAX.1:4 MAX.

EDGE OF PAVEMENT

B B

R.O.W. LINE

EDGE OF PAVEMENT

PAVEMENT

DEPRESSED CURB

1% 1%

1% 1%

TYP. TRANSITION 300(12)

SEE NOTE 3

PARKWAY (TYP.)

CONCRETE CURB TYPE B (TYP.)

EXISTING CURB (TYP.)

EXISTING CURB (TYP.)

PARKWAY (TYP.)

CONCRETE CURB TYPE B (TYP.)

CURB & GUTTER TRANSITION (TYP.)

WITH CONCRETE CURB, TYPE B

WID

TH OF DRIV

EW

AY

(SEE PLANS)

WITH CONCRETE CURB, TYPE B

RIGID DRIVEWAY

ADJACENT TO CURB AND GUTTER

COMBINATION

CURB & GUTTER

RIGID DRIVEWAY

COMBINATION

MIN. MIN.

MIN.

MIN.

MIN.

MIN.

MIN. MIN.

GENERAL NOTES:

CE:

PE:

RURAL FIELD ENTRANCE (FE)

PE: P.C.C. DRIVEWAY

CE: P.C.C. DRIVEWAY

CE:

PE:

ADJACENT TO P.C.C. / HMA SHOULDER

HMA DRIVEWAY

HMA DRIVEWAY

SHOULDER

P.C.C. / HMA

MEASURED IN TONS

MIX "D", N50, 2 (50)

HMA SURFACE COURSE,

2

2

2

2MEASURED IN SQ. YD. (m )

P.C.C. DRIVEWAY PAVEMENT 8 (200)

COMMERCIAL ENTRANCE (CE):

MEASURED IN SQ. YD. (m )

P.C.C. DRIVEWAY PAVEMENT 6 (150

NON-COMMERCIAL ENTRANCE (PE):

R=10’ (3.0 m) TYP. MIN.2MEASURED IN SQ. YD. (m ).

HMA BASE CSE., 6 (150)

2

12 (300) & VAR.

R = 15’ (4.5 m) MIN.

12 (300) STUB

12 (300) STUB

12 (300) & VAR.

R=15’ (4.5 m) (TYP.) MIN.

MEASURED IN SQ. YD. (m ).

HMA BASE COURSE, 8 (200)


HMA BASE COURSE, 6 (150)

ADDITIONAL AND/OR RELOCATION/REMOVAL OF A DRIVEWAY.

THE PLANS; SPECIFICALLY IN REFERENCE TO

AT 847/ 705-4131 FOR ANY QUESTIONS ON DRIVEWAYS SHOWN IN

THE RESIDENT ENGINEER SHALL CONTACT THE TRAFFIC PERMIT OFFICE

DRIVEWAY WITHOUT CURB.

(1.2 METERS) OR LESS FROM THE BACK OF CURB, CONSTRUCT A FLARE

CURB, TYPE B RETURNS EXCEPT WHEN THE SIDEWALK EDGE IS 4 FEET

COMMERCIAL DRIVEWAYS SHALL BE CONSTRUCTED WITH CONCRETE

UNLESS OTHERWISE NOTED ON THE PLANS.

IN THE PERMIT HANDBOOK. DRIVEWAYS SHALL BE REPLACED IN KIND,

FOR FURTHER LAYOUT REQUIREMENTS, REFER TO ILLUSTRATIONS

POLICY ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS".

ACCORDANCE WITH THE LATEST EDITION OF THE "HANDBOOK FOR

DRIVEWAY SLOPES, LOCATIONS, & GEOMETRIC LAYOUT SHALL BE IN

THRU DRIVEWAY AREA TO BE A MAXIMUM OF 1:50.

P.C.C. SIDEWALK OF THE THICKNESS SPECIFIED. SIDEWALK CROSS SLOPE

SAME AS THE DRIVEWAY THICKNESS. SIDEWALK WILL BE PAID FOR AS

THICKNESS OF THE SIDEWALK IN THE DRIVEWAY AREA SHALL BE THE

WHEN THE P.C.C. SIDEWALK EXTENDS THROUGH THE DRIVEWAY, THE

P.C.C. DRIVEWAY PAVEMENT OR P.C.C. SIDEWALK.

SEPARATELY, BUT SHALL BE CONSIDERED INCLUDED IN THE COST OF THE

1 (25) PREFORMED EXPANSION JOINT FILLER WILL NOT BE PAID

BE ALLOWED FOR THE CURB & GUTTER TRANSITION.

ACROSS THE DRIVEWAY. NO ADDITIONAL COMPENSATION WILL

COMBINATION CONCRETE CURB & GUTTER SHALL BE MEASURED STRAIGHT

PAVEMENT 8 (200)

PAVEMENT 6 (150)

3.3’ (1.0 m) & VAR.


HMA BASE CSE., 8 (200)2

15’ (4.5 m)

(4.5

m)

15’

15’ (4.5

m)

15’ (4.5

m)

(4.5

m)

15’

15’ (4.5 m)15’ (4.5 m) 15’ (4.5 m)

MEASURED IN TONS (METRIC TONS)


AGGREGATE BASE CSE., TYPE B, 8 (200)


MIX "D", N50, 2 (50)

HMA SURFACE COURSE,


MIX "D", N50, 2 (50)

HMA SURFACE COURSE,

11-04-95

BD0156-07 (BD-01)

P. LaFLUER 04-15-03

R. BORO 01-01-07

R. SHAH SECTION COUNTY

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

TOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. 1 OF 1 SHEETS STA. TO STA.

FILE NAME

c:\pw_work\pwidot\leysa\d0108315\bd01.dgn

leysaUSER NAME =

PLOT SCALE = 50.0000 ’ / in.

PLOT DATE = 9/6/2011

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

-

-

-

REVISED

REVISED

REVISED

F.A. .

R. BORO 06-11-08

-REVISED

FILLER (TYP.)

EXPANSION JOINT

25 (1) PREFORMED

SIDEWALK

P.C.C.

SIDEWALK

P.C.C.

SIDEWALK

P.C.C.SIDEWALK

P.C.C.

TRANSITION (TYP.)

CURB AND GUTTER

(SEE PLANS)

WIDTH OF DRIVEWAYCURB AND GUTTER

COMBINATION

(SEE PLANS)

DRIVEWAY

WIDTH OF

(SEE PLANS)

DRIVEWAY

WIDTH OF

STD. 424001 (TYP.)

CURB RAMP PER

CONTRACT NO.

SCALE: NONE


STATE OF ILLINOISDRIVEWAY DETAILS - DISTANCE BETWEEN R.O.W.

AND FACE OF CURB & EDGE OF SHOULDER >= 15’ (4.5 m)

R. BORO 09-06-11

bd01.dgn 9/6/2011 11:50:24 AM User=leysa

R.O.W. LINE

EDGE OF PAVEMENT

DEPRESSED CURB

WIDTH OF DRIVEWAY

R.O.W. LINE

DEPRESSED CURB

EDGE OF PAVEMENT

EDGE OF PAVEMENT

R.O.W. LINE

DEPRESSED CURB

B B

B B

C

~

C

PARKWAYPARKWAYDD

AA

AA

PARKWAY

WIDTH OF DRIVEWAY

PLAN

PLAN

PLAN

WID

TH OF DRIV

EW

AY

(SEE PLANS)

FLOW LINE OF GUTTER

TOP OF CURB

TOP OF DEPRESSED CURB

FLOW LINE OF GUTTER

TOP OF CURBTOP OF CURB

SECTION B-B

SECTION D-D

SECTION A-A

1% 1%

SECTION C-C

1% 1%

1:4

MAX. 1:4

M

AX.

RIGID DRIVEWAY

GENERAL NOTES

CE:

PE:

RIGID DRIVEWAY

PE: P.C.C. DRIVEWAY

CE: P.C.C. DRIVEWAY

RIGID DRIVEWAY

CE: P.C.C. DRIVEWAY

PE: P.C.C. DRIVEWAYCE:

PE:

HMA DRIVEWAY

MEASURED IN SQ. YD. (sq. m)


MEASURED IN SQ. YD. (sq. m)


HMA DRIVEWAY

MEASURED IN SQ. YD. (SQ. M.)


MEASURED IN SQ. YD. (SQ. M.)


UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE IN INCHES (MILLIMETERS)

12 (300) STUB

(TYP.)

15’ (4.5 m) R.

TO

< 15’ (4.5

m)

VA

RIES 10’ (3.0

m)

R. (TYP.)

15’ (4.5 m)

10’ (3.0 m) TO < 15’ (4.5 m)

12’ (3.6 m) MIN.

12’ (3.6 m) MIN.

TO

< 10’ (3.0

m)

VA

RIES 6’ (1.8

m)

6’ (1.8 m) TO 10’ (3.0 m)

W

5’ (1.6 m)

W

5’ (1.6 m)

R= 5’ (1.5

m)

P.C.C. DRIVEWAY PAVEMENT 8 (200)

PAVEMENT 8 (200)

PAVEMENT 8 (200)

PAVEMENT 6 (150)

PAVEMENT 6 (150)

JOINT FILLER (TYP.)

1 (25) PREFORMED EXPANSION

TRANS.

CURB

(600)

24

(600)

24

W

(600)

24

TRANS.

CURB

(600)

24

TRANS.

CURB

(600)

24

(600)

24

TRANS.

CURB

(600)

24

TRANS.

CURB

(600)

24

TRANS.

CURB

(600)

24

(600)

24

TRANS.

CURB

(600)

24

TRANS.

CURB

(600)

24

TRANS.

CURB

(600)

24

TRANS.

CURB

(600)

24

3.3’ (1.0 m) & VARIES


MIX "D", N50, 2 (50)

HMA SURFACE COURSE,


MIX "D", N50, 2 (50)

HMA SURFACE COURSE,

(750)

30

W

(900)

36

(450)

18

6’ (1.8

m)

6’ (1.8

m)

TY

P.

4’ (1.2

m)

4.5’ (1.4 m) R

(3.6 m)

R=12’

(450)

18

(750)

18

(900)

36

W

(900)

36

6’ (1.8 m) TO < 10’ (3.0 m)

(900)

36

W

(900)

36

STUB

(300)

12

R= 5’ (1.5

m)

TO 10’ (3.0

m)

VA

RIES 6’ (1.8

m)

BACK OF CURB.

TO OR LESS THAN 8’ (2.4 m), THE P.C.C. SIDEWALK SHALL EXTEND TO THE

WHEN THE DISTANCE BETWEEN R.O.W. AND THE BACK OF CURB IS EQUAL

A MAXIMUM OF 1:50.

REPLACED IN KIND. SIDEWALK CROSS SLOPE THRU DRIVEWAY AREA TO BE

RIGID PAVEMENT. WHERE NO SIDEWALKS EXIST, DRIVEWAYS SHALL BE

HANDBOOK. WHERE SIDEWALKS EXIST, DRIVEWAYS SHALL BE REPLACED WITH

LAYOUT REQUIREMENTS, REFER TO ILLUSTRATION 10 IN THE PERMIT

ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS". FOR FURTHER

ACCORDANCE WITH THE LATEST EDITION OF THE "HANDBOOK FOR POLICY

DRIVEWAY SLOPES, LOCATIONS, & GEOMETRIC LAYOUT SHALL BE IN

LENGTH (L), FROM 6’ (1.8 m) TO 10’ (3 m).

"W" VARIES FROM 36 (900) TO 5’ (1.5 m) PROPORTIONAL TO THE

P.C.C. DRIVEWAY PAVEMENT OR P.C.C. SIDEWALK.

SEPARATELY, BUT SHALL BE CONSIDERED INCLUDED IN THE COST OF THE

THE 1 (25) PREFORMED EXPANSION JOINT FILLER WILL NOT BE PAID

BE ALLOWED FOR THE CURB & GUTTER TRANSITION.

ACROSS THE DRIVEWAY. NO ADDITIONAL COMPENSATION WILL

COMBINATION CONCRETE CURB & GUTTER SHALL BE MEASURED STRAIGHT

12 (300) & VARIES (TYP.)

VARIES

12 (300) AND

STUB

12 (300)

11-06-95

R. SHAH M. GOMEZ 04-06-01

P. LaFLEUR 04-15-03

R. BORO 01-01-07

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.


FILE NAME

c:\pw_work\pwidot\leysa\d0108315\bd02.dgn

leysaUSER NAME =

PLOT SCALE = 50.0000 ’ / in.

PLOT DATE = 10/28/2011

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A. .

BD400-02 (BD-02)

STUB

(12)

300

SIDEWALK

P.C.C.

SIDEWALK

P.C.C.

SIDEWALK

P.C.C.SIDEWALK

P.C.C.

CURB & GUTTER

COMBINATION CONC.

CURB & GUTTER

COMBINATION

CURB & GUTTER

COMBINATION

RELOCATION/REMOVAL OF A DRIVEWAY.

PLANS; SPECIFICALLY IN REFERENCE TO ADDITIONAL AND/OR

AT 847/ 705-4131 FOR ANY QUESTIONS ON DRIVEWAYS SHOWN IN THE

THE RESIDENT ENGINEER SHALL CONTACT THE TRAFFIC PERMIT OFFICE

CONTRACT NO.

SCALE: NONE


STATE OF ILLINOISDISTANCE BETWEEN ROW AND FACE OF CURB < 15’ (4.5 m)

DRIVEWAY DETAILS

R. BORO 09-06-11

bd02.dgn 10/28/2011 1:00:32 PM User=leysa

EDGE OF SHOULDER

EDGE OF PAVEMENT

80^

FLOW LINE

A

A

B

B

C

C

D

D

E

E

F

FG

G

B-BC-C

D-D

G-G

F-F

E-E

QUANTITIES

GENERAL NOTES

SH

OU

LD

ER

SL

OP

E

A-A

2

3

3

3

*

*

6’ (1.8 m) 6’ (1.8 m) 6’ (1.8 m)

18’ (5.4 m)

4’ R(1.2 m)

NO. 6 TIE BARS

@ 24" (600) CENTERS

WELDED WIRE FABRIC

(WEIGHING NOT LESS THAN

58 LBS./100 SQ. FT. (2.83 kg/m )

TO BEGIN HERE.

DIMENSIONS OF THE CURB & GUTTER AT SECTION A-A

ARE SHOWN ON STATE STANDARD 606001.

FOR DETAILS OF OUTLET FOR CONCRETE CURB & GUTTER,

TYPE B-6.24 (B-15.60) SEE STATE STANDARD 606006.

3’-11 1/2 " (1.2 m)

1 3/8 " (35)

6"

6"

(15

0)(1

50

)

13 1/8 "

(330)

12 3

/8 "

R(3

10)

(75)

3"

6 1

/4 "

(155)

14 1/2 " (665)11 1/2 "

(290)

9 3/

8 " R

(250)

3 3/4 "

(95)

6"

6"

(15

0)

(15

0)

3" R

(75)

5"

(125)

(110)

4 3

/8 "

GUTTER OUTLET SHALL BE TIED TO THE PAVEMENT IN

ACCORDANCE WITH DETAILS FOR LONGITUDINAL

CONSTRUCTION JOINT SHOWN ON STANDARD 420001.

TIE BARS SHALL BE NO. 20 (NO.6) AT 24" (600) CENTERS

UNLESS OTHERWISE SHOWN.

IF THE AVERAGE GRADE OF PAVEMENT FOR THE DISTANCE

FROM SECTION A-A TO D-D EXCEEDS 2%, THIS DISTANCE

SHALL BE INCREASED 6’ (1.8 m) FOR EACH 1% INCREASE

IN GRADE.

FOR SECTION A-A TO E-E AND CURTAIN WALL=

1.25 CU. YDS. (0.96 m ) CLASS SI CONCRETE (OUTLET) FOR 9" (225) PAV’T.

1.27 CU. YDS. (0.96 m ) CLASS SI CONCRETE (OUTLET) FOR 10" (250) PAV’T.

FOR SECTION F-F=

0.045 CU. YDS. (0.03 m ) CLASS SI CONCRETE PER ft. (m).

13 1/2 "

(340)

10 5/8 "

(270)

2 1

/2 "

(65

)

4 5

/8 "

R(1

25)

4"

(100)2 1/2 " R

(65)

(15

0)

(15

0)

6"

6"

(125)

5"

6" R

(150)

18

"

(45

0)

6"

(150)

3"

(75)

5"

(125)

(75)

3"

27"

(675)

6"

(150)

3" R

(75)

17 3

/4 "

R(4

45)

3"

(75)

13 1/2 "

(340)

(675)

27"

13 1/2 "

(340)

6"

(150)3" R

(75)

3" R

(75)

1 1/8 "

(30)

17 3

/4 "

R(4

45)

5"

(125)

(50

)

2"

3" R

(75)

5-1 1/2 " (1.54 m)

EDGE OF OUTLET TO CONFORM

TO THE SLOPE OF SHOULDER

WELDED WIRE

FABRIC

ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS

OTHERWISE SHOWN.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

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

STATE OF ILLINOIS


FILE NAME

W:\diststd\22x34\bd03.dgn

gaglianobtUSER NAME =

PLOT SCALE = 50.0000 ’ / IN.


=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

08-04-86

F.A. .

OUTLET FOR CONCRETE

CURB AND GUTERBD600-01 (BD-03)

M. DE YONG R. SHAH 09-09-94

R. SHAH 10-25-94

E. GOMEZ 12-21-00

EXISTING PAVEMENT

NOTES:

*

*

*

1.

2.

PROPOSED UNSUITABLE SUBGRADE REMOVAL AND REPLACEMENT

SAW CUT/SCORING, TYPICAL (INCLUDED IN

THE COST OF PAVEMENT PATCHING)

CLASS C OR CLASS D

PATCH OF THE

THICKNESS SPECIFIED

1.

2.

SEE NOTE 1.

UTILITY OR STORM SEWER TRENCH


OTHERWISE SHOWN.

BD400-04 (BD-22)

SEE TYPICAL SECTIONS FOR

THICKNESS AND MATERIALS

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

c:\projects\diststd22x34\bd22.dgn

bauerdlUSER NAME =

PLOT SCALE = 50.000 ’ / IN.

PLOT DATE = 10/27/2008

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-25-94

F.A. .

PAVEMENT PATCHING FOR

HMA SURFACED PAVEMENT

R. SHAH

R. BORO 09-04-07

R. BORO 01-01-07

A. ABBAS 04-27-98

TOP OF EXIST. HMAOR MILLED SURFACE

K. ENG 10-27-08

6 (150) MIN.FOR PATCHING FIRST CONSTRUCTION

HMA REMOVAL OVER PATCHES

(SEE TYPICAL SECTIONS FOR THICKNESS)

AND HMA REPLACEMENT OVER PATCHES

FOR PATCHING FIRST CONSTRUCTION

SAW CUT/SCORING EXIST. HMA

OVERLAY, TYPICAL (INCLUDED IN THE COST

OF HMA REMOVAL OVER PATCHES FOR PATCHING

FIRST CONSTRUCTION OR IN THE COST OF PAVEMENT

PATCHING FOR MILL FIRST CONSTRUCTION).

THE WIDTH OF THE FULL DEPTH PATCH

OVER A TRENCH SHALL BE 12 (300) WIDER

ON EACH SIDE OF THE TRENCH.

FOR METHOD OF MEASUREMENT AND BASIS

OF PAYMENT, SEE RECURRING SPECIAL

PROVISION "PATCHING WITH HOT-MIX

ASPHALT OVERLAY REMOVAL".

1.

2.

3.

SEQUENCE OF CONSTRUCTION (PATCHING FIRST)

REMOVE THE EXISTING HMA MATERIAL OVER

THE AREA TO BE PATCHED.

REMOVE AND REPLACE WITH CLASS C OR D PATCH.

REPLACE HMA MATERIAL OVER THE AREA TO

BE PATCHED.

SEQUENCE OF CONSTRUCTION (MILLING FIRST)

MILL HMA FIRST IF THERE IS AT LEAST 4 1/2 INCHES

OR MORE OF HMA MATERIAL ON TOP OF THE EXISTING

PAVEMENT OR IF THE PAVEMENT IS FULL DEPTH HMA.

A MINIMUM OF 2 INCHES OF HMA MATERIAL SHALL BE IN

PLACE AFTER MILLING.

REMOVE AND REPLACE WITH FULL DEPTH CLASS D PATCHES

TO TOP OF MILLED SURFACE.

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

(38

)

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")


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


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME



PLOT SCALE = 50.0000 ’ / IN.


=

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

CONSTRUCT SUCCEEDING BENCH CUTS AND EMBANKMENT PLACEMENT

AND COMPACTION FROM BOTTOM TO TOP IN STAIRSTEP FASHION.

EXISTING FORESLOPE PREPARED IN ACCORDANCE WITH ARTICLE 205.03

OF THE STANDARD SPECIFICATIONS.

BENCH CUT EXISTING SLOPE TYPICAL FOR EACH STEP.

TRIM TO FINAL SLOPE.

1

2

3

4

5

6

NOTES:

GUARDRAIL OR

CONCRETE BARRIERPROP. EMBANKMENT

WIDENING (VARIES)

MERGER POINT

2

4

6

1

3

5

PROPOSED FORESLOPE

2:1 MAXIMUM

TYPICAL BENCHING DETAIL

FOR EMBANKMENT

7

BD-51


UNLESS OTHERWISE SHOWN.

8’-0"

(2.4 m MIN.)

2’-0" (600) MAXIMUM

12’-0"

(3.6 m MAX.)

EQUAL 8-INCH (200) LIFTS OF EMBANKMENT COMPACTED IN ACCORDANCE

WITH ARTICLE 205.05 OF THE STANDARD SPECIFICATIONS.

SLOPES SHALL BE BENCHED ACCORDING TO THIS DETAIL WHEN THE

SLOPE IS STEEPER THAN 4:1 AND THE HEIGHT IS GREATER THAN 5’ (1.5 m).

EXCAVATION OF BENCH CUTS WITHIN EXISTING EMBANKMENT WILL BE

PAID FOR AT THE CONTRACT UNIT PRICE PER CUBIC METER OR CUBIC

YARD FOR "EARTH EXCAVATION". THIS PRICE WILL INCLUDE ALL LABOR

AND MATERIAL, NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME



PLOT SCALE = 50.0000 ’ / IN.


=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

06-16-04

F.A. .

CADD

S.E.B.

BENCHING DETAIL

FOR EMBANKMENT WIDENING

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 M

PH

OR

LE

SS

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)

500’| (150 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)

unless otherwise shown.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

W:\diststd\22x34\tc10.dgn




=

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

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.


FILE NAME

c:\pw_work\pwidot\leysa\d0108315\tc11.dgn

leysaUSER NAME =



=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A. .T. RAMMACHER 09-19-94



GENERAL NOTES

1. MARKERS USED WITH DASHED LINES SHALL BE

CENTERED IN THE GAP BETWEEN SEGMENTS.

TWO-LANE/TWO-WAY

LANE REDUCTION TRANSITION

MULTI-LANE/DIVIDED

LANE MARKER NOTES

B.

A.

SEE NOTE B

*

*

*

W4-2

MULTI-LANE/UNDIVIDED

SEE NOTE A

**

SEE TWO-LANE/TWO-WAY WHERE MARKERS CONTINUE

**

***

***

SEE NOTE A

**

MINIMUM OF 3 W

EQUALLY SPACED

LENGTH BETWEEN CURVES SHALL BE INSTALLED AT THE

LESSER OF THE TWO CURVE SPACINGS.

LEFT TURN

SEE NOTE B

USE DOUBLE LANE LINE MARKERS SPACED AS SHOWN.

80’ (24 m) O.C.

REDUCE TO 40’ (12 m) O.C. ON CURVES WITH POSTED OR ADVISORY SPEED 45 M.P.H. (70 km/h) OR LESS.

3 @ 40’ (12 m) O.C.

80’ (24 m)

20’ (6 m

) O.C

.

10’ 10’

(3 m) (3 m)

10’ 10’

(3 m) (3 m)

80’ (24 m) O.C.

40’ (12 m) O.C.

80’ (24 m) O.C.

2 TO 3 (50 TO 75) TOWARD TRAFFIC AS SHOWN.

3. MARKERS THROUGH TANGENTS LESS THAN 500’ (150 m) IN

3 @ 40’ (12 m)

O.C.

6’ (

2 m

)

40’ (12 m)

O.C.

40’ (12 m)

O.C.

40’ (12 m)

O.C.

40’ (12 m) O.C.

4’ (

1.2

m)

O.C

.

6’ (

2 m

)

6’ (

2 m

)

3 @ 40’ (12 m)

O.C.

3 @ 80’ (24 m) O.C.

WHERE THE MEDIAN WIDTH IS 6’ (2 m) OR LESS

USE TWO-WAY MARKERS.

3 @ 80’ (24 m) O.C.

SYMBOLS

TWO-WAY LEFT TURN

SEE NOTE A

YELLOW STRIPE

WHITE STRIPE

ONE-WAY AMBER MARKER

TWO-WAY AMBER MARKER

ONE-WAY CRYSTAL MARKER (W/O)

80’ (24 m) O.C.

SEE NOTE B

40’ (12 m) O.C. 10’

(3 m)

10’

(3 m)

2. MARKERS USED ADJACENT TO SOLID LINES SHALL BE OFFSET

REDUCE TO 40’ (12 m) O.C. ON CURVES WHERE ADVISORY SPEEDS ARE

10 M.P.H (20 km/h) LOWER THAN POSTED SPEEDS.

DESIGN NOTES

3. THE EXACT MARKER LIMITS, SPACING, AND COLOR SHALL BE INCLUDED IN

4. MARKERS SHOULD NOT BE USED ALONGSIDE CURBS EXCEPT FOR EXTREMELY

SHORT SECTIONS OF CURBS WHERE NOT MORE THAN TWO MARKERS WOULD BE

1. DOUBLE LANE LINE MARKERS SHALL BE USED UNLESS SPECIFIED OTHERWISE.

INVOLVED.

All dimensions are in inches (millimeters)


**

C. JUCIUS 09-09-09

CONTRACT NO.

SCALE: NONE

STATE OF ILLINOIS


TYPICAL APPLICATIONS

RAISED REFLECTIVE PAVEMENT MARKERS (SNOW-PLOW RESISTANT)TC-11

THE PLANS WHEN STANDARD SPECIFICATIONS ARE NOT BEING USED.

2. EXCEPT AS SHOWN ON THE LANE REDUCTION TRANSITION AND FREEWAY EXIT

RAMP DETAIL, MARKERS ARE NOT TO BE SPECIFIED ON RIGHT EDGE LINES.

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 =



=

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 LINE10’ (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

QUANTITY

90^

** * * * *

* *

90

^

2 m (6’)

1.1

2 m

(44)


QUANTITY

QUANTITY

8’ (

2.4

50 m

)

16

(4

00

)1

6 (

40

0)

16 (400)

4 (100)

16 (400) 16 (400) 16 (400)

12 (300)8

(200)(200)

8

38

(9

00

)

8 (200)

12 (300)

4 (100)

4 (100) LINE = 64.1 ft. (19.7 m)

21.1 sq. ft. (1.97 sq. m)

9 (230) 30 (760)

32 (810)

6’-8" (2.030 m)

33 (8

40)

30 (

760)

12 (300)

44 (1

.12 m

)

12 (300)

43 (

1.1

m)

8’ (

2.4

5 m

)

4 (100) LINE = 45.5 ft. (13.9 m)

15.2 sq. ft. (1.39 sq. m)

4 (100) LINE = 82.5 ft. (25.3 m)

27.5 sq. ft. (2.53 sq. m)

12 (300)

43 (

1.1

m)

8’-8" (

2.6

5 m

)

12’ (

3.7

m)3

3 (8

40)

12 (300)

30 (

760)

32 (810)

9 (230) 30 (800) 35 (

900)

12 (300)

8 (200)

1’-8" (500)

4’-4" (

1.3

2 m

)

4’-5

" (

1.3

5 m

)


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME



PLOT SCALE = 50.0000 ’ / IN.


=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

09-18-94

F.A. .

PAVEMENT MARKING LETTERS AND SYMBOLS

FOR TRAFFIC STAGINGTC-16




E. GOMEZ 08-28-00

2

1

NOTES:

USE APPROPRIATE

MONTH AND DATE

FOR CONTRACT

BEGINS XXX XX

7’ (

2.1

m) M

IN

.

ROAD WORK

AHEAD

EXPECT DELAYS

45

(1

12

5)

55

77

77

7

7

(175)

7

(175)

68 (1700)

54 (1350)

58 (1450)

1. USE BLACK LETTERING ON ORANGE BACKGROUND.

2. ERECT SIGNS IN ADVANCE OF THE LOCATION FOR THE "ROAD CONSTRUCTION

AHEAD" SIGN AT LOCATIONS AS DIRECTED BY THE ENGINEER.

3. ERECT SIGN 1 WITH INSTALLED PANEL 2 ONE WEEK PRIOR TO THE START OF

CONSTRUCTION.

4. REMOVE PANEL 2 SOON AFTER THE START OF CONSTRUCTION.

5. SEE SPECIAL PROVISION FOR "TEMPORARY INFORMATION SIGNING"

FOR ADDITIONAL INFORMATION.

6. ONE SIGN ASSEMBLY EQUALS 25.70 SQ. FT. (2.3 SQ. M.)

7. SHALL BE PAID FOR AS TEMPORARY INFORMATION SIGNING.


UNLESS OTHERWISE SHOWN.(1

75

)(1

25

)(1

75

)(1

75

)(1

25

)(1

75

)(1

75

)

1 (25) BLACK

BORDER

11

(275)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME





=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

F.A. .

ARTERIAL ROAD

INFORMATION SIGNTC-22

R. MIRS 09-15-97

R. MIRS 12-11-97


C. JUCIUS 01-31-07

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS


20.00 ' / in.=PLOT SCALE

9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED

SHEET OF SHEETS TO STA. STA.

-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

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NL-sht-xsc.d

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664

+00.0

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664

+28.6

2

664

+50.0

0

665

+00.0

0

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720

725

730

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COUNTY HIGHWAY 10 (MAIN STREET)KANE08-00378-00-CH

1



SE3, LLC

9

710

715

720

725

730

710

715

720

725

730

710

715

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725

730

710

715

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+75.0

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710

715

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725

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715

720

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730

47 38

EX ROW

EX ROW

EX ROW

EX ROW

721.91

721.64

721.62

721.52

721.46

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

719.20

720.87

FIL

L:

0.0

0

SQ

YD

CU

T:

1.3

2

SQ

YD

EX ROW

EX ROW

721.89

721.63

721.62

721.41

721.39

4:1

4.0

%2.0

%2.0

%4.0

%

3:1

718.81

718.13

15"

RC

P, IN

V.

717.3

4

FIL

L:

0.0

1

SQ

YD

CU

T:

1.3

3

SQ

YD

EX ROW

EX ROW

721.88

721.62

721.60

721.38

721.36

4:1

4.0

%2.0

%2.0

%4.0

%

3:1

718.82

719.05

15"

RC

P, IN

V.

717.6

1

FIL

L:

0.0

2

SQ

YD

CU

T:

1.3

4

SQ

YD

EX ROW

EX ROW

4.0

%

4:1

2.0

%2.0

%

721.37

721.61

DRIV

EW

AY

718.68

721.89

720.04

9.5

0%

721.62

OFF= 13.36'

FIL

L:

0.0

0

SQ

YD

CU

T:

0.8

7

SQ

YD

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

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FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

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Users\

Whit Friend\

Desktop\02_208\

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DD\

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730

705

710

715

720

725

705

710

715

720

725

710

715

720

725

730

665

+50.0

0

666

+00.0

0

666

+50.0

0

667

+00.0

0

665+50.00 667+00.00

0010

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90

CROSS SECTIONS


92



SE3, LLC 47 39

EX ROW

EX ROW

EX ROW

EX ROW

721.89

721.62

721.61

721.38

721.37

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

719.45

719.83

15"

RC

P, IN

V.

717.9

1

FIL

L:

0.0

0

SQ

YD

CU

T:

1.2

8

SQ

YD

EX ROW

EX ROW

722.10

721.80

721.82

721.56

721.58

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

720.26

720.48

15"

RC

P, IN

V.

718.2

0

FIL

L:

0.0

0

SQ

YD

CU

T:

1.4

1

SQ

YD

EX ROW

EX ROW

722.54

722.21

722.26

721.97

722.02

4:1

4:1

2.0

%2.0

%4.0

%4.0

%

720.86

720.13

12"

RC

P, IN

V.

718.8

8

FIL

L:

0.0

3

SQ

YD

CU

T:

1.4

6

SQ

YD

EX ROW

EX ROW

723.17

722.81

722.89

722.57

722.65

4:1

4:1

4.0

%2.0

%4.0

%2.0

%

721.46

719.40

12"

RC

P, IN

V.

719.5

6

FIL

L:

0.4

1

SQ

YD

CU

T:

1.3

5

SQ

YD

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

Sheets\21-

KD

OT-

MAIN

NL-sht-xsc.d

gn

FIL

E

NA

ME

=

Default

667+50.00 669+00.00

667

+50.0

0

668

+00.0

0

668.+

50.0

0

669

+00.0

0

715

720

725

730

735

0010

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

CROSS SECTIONS


93



SE3, LLC

667

+67.0

0

715

720

725

730

735

720

725

730

735

740

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

47 40

720

725

730

735

740

720

725

730

735

740

720

725

730

735

740

EX ROW

EX ROW

723.83

723.44

723.55

723.20

723.31

4:1

4:1

2.0

%4.0

%4.0

%

721.46

720.12

2.0

%

12"

RC

P, IN

V.

720.2

4

FIL

L:

0.3

6

SQ

YD

CU

T:

1.7

7

SQ

YD

EX ROW

EX ROW

724.49

724.08

724.21

723.97

4:1

4:1

4.0

%2.0

%4.0

%

723.84

721.06

1.9

7%

3:1

722.57

12"

RC

P, IN

V.

721.0

0

721.00

FIL

L:

0.7

0

SQ

YD

CU

T:

3.7

6

SQ

YD

EX ROW

EX ROW

PR ROW

725.15

724.87

724.63

4:1

4:1

4.0

%2.0

%4.0

%1.0

%

724.91

724.67

722.75

721.88

723.41

3:1

FIL

L:

0.5

9

SQ

YD

CU

T:

2.9

8

SQ

YD

EX ROW

725.80

725.52

725.28

4:1

725.58

2.0

%4.0

%1.0

%

3:1

722.75

724.48

FIL

L:

0.0

0

SQ

YD

CU

T:

4.1

7

SQ

YD

CO

NS

TR

UC

TIO

N

CR

OS

S-S

EC

TIO

NS

FO

R

SE

E

NE

LS

ON

LA

KE

RO

AD

EX ROW

EX ROW

4:1

2.0

%2.0

%4.0

%

720.44

723.41

723.65

724.05

723.09

4.8

3%

723.77

OFF= 14.0'

DRIV

EW

AY

FIL

L:

0.3

9

SQ

YD

CU

T:

1.4

2

SQ

YD

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

Sheets\21-

KD

OT-

MAIN

NL-sht-xsc.d

gn

FIL

E

NA

ME

=

Default

669+50.00 671+00.00

669

+50.0

0

670

+00.0

0

670

+50.0

0

671+00.0

0

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

0010

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

CROSS SECTIONS


94



SE3, LLC 47 41

EX ROW

EX ROW

PR ROW

726.46

726.18

725.94

4:1

4.0

%2.0

%4.0

%

6:1

1.0

%

726.17

725.88

723.25

725.71

3:1

725.71

FIL

L:

0.0

3

SQ

YD

CU

T:

6.0

4

SQ

YD

EX ROW

EX ROW

727.12

726.84

726.60

4:1

2.0

%4.0

%4.0

%

6:1

1.5

9%

726.77

726.53

726.48

723.75

3:1

7:1

725.48

726.56

FIL

L:

0.3

2

SQ

YD

CU

T:

6.2

1

SQ

YD

EX ROW

EX ROW

727.78

727.34

727.50

727.10

727.26

4:1

4.0

%2.0

%2.0

%4.0

%

6:1

3:1

9.5:1

725.45

726.68

724.25

726.39

FIL

L:

0.6

4

SQ

YD

CU

T:

3.6

7

SQ

YD

EX ROW

EX ROW

728.47

728.03

728.19

727.79

727.95

4:1

4.0

%2.0

%2.0

%4.0

%

6:1

724.75

725.68

725.68

725.42

38.8:1

3:1

FIL

L:

0.6

4

SQ

YD

CU

T:

3.6

7

SQ

YD

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

Sheets\21-

KD

OT-

MAIN

NL-sht-xsc.d

gn

FIL

E

NA

ME

=

Default

671+50.00 673+00.00

671+50.0

0

672

+00.0

0

672

+50.0

0

673

+00.0

0

715

720

725

730

735

0010

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

715

720

725

730

735

KANE08-00378-00-CH

95

CROSS SECTIONS




SE3, LLC 47 42

EX ROW

EX ROW

729.35

728.91

729.07

728.67

728.83

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

724.97

724.40

725.52

3:1

29:1

725.39

FIL

L:

2.9

0

SQ

YD

CU

T:

2.7

6

SQ

YD

EX ROW

EX ROW

730.46

730.05

730.18

729.81

729.94

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

724.92

725.88

725.25

3:1

FIL

L:

2.3

9

SQ

YD

CU

T:

2.8

0

SQ

YD

EX ROW

EX ROW

731.77

731.39

731.49

731.15

731.25

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

728.63

726.25

726.82

3:1

FIL

L:

1.8

2

SQ

YD

CU

T:

2.6

5

SQ

YD

EX ROW

EX ROW

733.10

2.0

0%

732.75

732.82

732.51

732.58

4:1

4:1

4.0

%2.0

%4.0

%

730.32

727.50

728.18

3:1

FIL

L:

1.2

7

SQ

YD

CU

T:

2.2

5

SQ

YD

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

Sheets\21-

KD

OT-

MAIN

NL-sht-xsc.d

gn

FIL

E

NA

ME

=

Default

675+00.00

673

+50.0

0

674

+00.0

0

674

+50.0

0

675

+00.0

0

725

730

735

740

745

0010

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

673+50.00

KANE08-00378-00-CH

96

CROSS SECTIONS




SE3, LLC

725

730

735

740

745

725

730

735

740

745

725

730

735

740

745

725

730

735

740

745

725

730

735

740

745

730

735

740

745

750

730

735

740

745

750

725

730

735

740

745

725

720

735

740

745

674

+83.0

0

47 43

EX ROW

EX ROW

734.44

734.11

734.16

733.87

733.92

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

730.64

730.00

3:1

731.58

FIL

L:

0.1

9

SQ

YD

CU

T:

2.0

5

SQ

YD

EX ROW

EX ROW

735.77

735.48

735.49

735.24

735.25

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

733.68

733.76

3:1

734.16

FIL

L:

0.0

1

SQ

YD

CU

T:

1.3

9

SQ

YD

EX ROW

EX ROW

737.03

736.75

736.75

736.51

736.51

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

735.34

736.08

735.34

FIL

L:

0.0

0

SQ

YD

CU

T:

1.3

3

SQ

YD

EX ROW

EX ROW

738.09

737.82

737.81

737.58

737.57

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

736.11

737.40

3:1

736.78

FIL

L:

0.0

0

SQ

YD

CU

T:

1.5

6

SQ

YD

4:1

2.0

%2.0

%4.0

%

EX ROW

EX ROW

0.1

1%

737.48

737.75

737.48

737.24

DRIV

EW

AY

736.91

737.47

OFF= 14.0'

FIL

L:

0.3

9

SQ

YD

CU

T:

1.4

2

SQ

YD

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

Sheets\21-

KD

OT-

MAIN

NL-sht-xsc.d

gn

FIL

E

NA

ME

=

Default

676+50.00 680+00.00

725

730

735

740

745

725

730

735

740

745

725

730

735

740

745

725

730

735

740

745

725

730

735

740

745

725

730

735

740

745

0010

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

675

+50.0

0

675

+68.8

6

680

+00.0

0

KANE08-00378-00-CH

97

CROSS SECTIONS




SE3, LLC 47 44

EX ROW

EX ROW

738.68

738.67

738.45

738.45

4:1

4:1

2.0

%2.0

%4.0

%4.0

%

738.36

3:1

737.06

737.80

FIL

L:

0.0

0

SQ

YD

CU

T:

1.4

0

SQ

YD

738.96

EX ROW

EX ROW

739.23

738.97

738.95

738.75

738.80

4:1

4:1

4.0

%2.0

%2.0

%4.0

%

737.17

738.60

3:1

737.76

FIL

L:

0.0

0

SQ

YD

CU

T:

1.4

3

SQ

YD

EX ROW

EX ROW

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

Sheets\21-

KD

OT-

MAIN

NL-sht-xsc.d

gn

FIL

E

NA

ME

=

Default

695

700

705

710

715

700

705

710

715

720

96

+00.0

0

695

700

705

710

715

700

705

710

715

720

96

+50.8

8

705

710

715

720

725

705

710

715

720

725

97

+00.0

0

97

+50.0

0

710

715

720

725

730

710

715

720

725

730

97+50.0096+00.00

0010

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

KANE08-00378-00-CH

98

CROSS SECTIONS

NELSON LAKE ROAD



SE3, LLC 47 45

DEDICATION 33' ROW

DEDICATION 33' ROW

PR ROW

713.35

713.08

713.02

3:1

2.0

%2.0

%4.0

%

EASEMENT PR TEMP

DEDICATION 33' ROW

DEDICATION 33' ROW

712.83

713.15 713.10

712.90

712.30

3:1

10:1

4.0

%

FIL

L:

0.0

3

SQ

YD

CU

T:

5.3

5

SQ

YD

PR ROW

716.47

716.17

715.93

10:1

2.0

%2.0

%4.0

%

EASEMENT PR TEMP

DEDICATION 33' ROW

DEDICATION 33' ROW

2:1

2:1

716.53 716.67

716.22

713.93

12"

RC

P, IN

V.

714.5

4

FIL

L:

0.0

1

SQ

YD

CU

T:

9.9

1

SQ

YD

PR ROW

719.38

719.06

718.82

3:1

10:1

2.0

%2.0

%4.0

%

EASEMENT PR TEMP

DEDICATION 33' ROW

DEDICATION 33' ROW

719.87

716.82

2:1

2:1

724.90

719.74

719.54

12"

RC

P, IN

V.

716.0

3

FIL

L:

0.0

0

SQ

YD

CU

T:

19.0

4

SQ

YD

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

Sheets\21-

KD

OT-

MAIN

NL-sht-xsc.d

gn

FIL

E

NA

ME

=

Default

98+00.00 99+50.00

720

725

730

735

740

98

+00.0

0

99

+50.0

0

715

720

725

730

735

715

720

725

730

735

0010

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

KANE08-00378-00-CH

99

CROSS SECTIONS

NELSON LAKE ROAD



SE3, LLC

715

720

725

730

735

715

720

725

730

735

97

+84.0

0

98

+50.0

0

720

725

730

735

740

99

+00.0

0

720

725

730

735

740

720

725

730

735

740

720

725

730

735

740

720

725

730

735

740

47 46

PR ROW

721.72

10:1

3:1

10:1

2.0

%2.0

%

EASEMENT PR TEMP

DEDICATION 33' ROW

DEDICATION 33' ROW

722.02

721.82

728.78

722.04

721.84

12"

RC

P, IN

V.

717.5

2FIL

L:

0.0

0

SQ

YD

CU

T:

25.7

9

SQ

YD

PR ROW

723.50

3:1

3:1

10:1

10:1

2.0

%2.0

%

EASEMENT PR TEMP

DEDICATION 33' ROW

DEDICATION 33' ROW

729.78

723.78

723.58

723.22

723.58

723.38

FIL

L:

0.0

0

SQ

YD

CU

T:

24.3

5

SQ

YD

PR ROW

724.72

3:1

3:1

10:1

10:1

2.0

%2.0

%

EASEMENT PR TEMP

DEDICATION 33' ROW

DEDICATION 33' ROW 728.91

725.00

724.80

724.39

724.60

724.80

FIL

L:

0.0

0

SQ

YD

CU

T:

16.0

1

SQ

YD

PR ROW

725.38

3:1

4.0

%4.0

%

DEDICATION 33' ROW

3:1

1.7

5%

1.0

7%

724.48

724.73

724.99

725.12

724.84

727.89

FIL

L:

0.0

0

SQ

YD

CU

T:

16.9

9

SQ

YD

3:1

10:1

2.0

%2.0

%

DEDICATION 33' ROW

DEDICATION 33' ROW

PR ROW

EASEMENT PR TEMP

EASEMENT PR TEMP

DRIV

EW

AY

727.61

721.37

721.17

722.61

720.70

OFF=16.62'

721.04

5.1

2%

FIL

L:

0.0

0

SQ

YD

CU

T:

24.1

8

SQ

YD

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:


STATE OF ILLINOIS



9/12/2013=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISEDDATE

DRAWN

CHECKED


-

-

-

-

-

-

-

-

C:\

Users\

Whit Friend\

Desktop\02_208\

CA

DD\

Sheets\21-

KD

OT-

MAIN

NL-sht-xsc.d

gn

FIL

E

NA

ME

=

Default



SE3, LLC

715

720

725

730

735

715

720

725

730

735

0010

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

KANE08-00378-00-CH

11

STATION 671+90.75

EXISTING & PROPOSED CULVERT

ST

ATIO

N 671+90.7

5

EXIS

TIN

G

CU

LV

ER

T

ST

ATIO

N 671+90.7

5

PR

OP

OS

ED

CU

LV

ER

T

715

720

725

730

735

715

720

725

730

735

47 47

729.73

729.97

730.24

729.81

729.57

3.9

4%

1.9

4%

2.0

6%

4.0

5%

division of highways · 2014. 11. 20. · engineering scales. reduced sized plans will not conform...

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