ECONOMIC DEVELOPMENT PROGRAM CITY OF PERU

STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS CITY OFFICIALS MAYOR: CLERK: CITY ENGINEER: ECONOMIC DEVELOPMENT PROGRAM CITY OF ...
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STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS CITY OFFICIALS MAYOR: CLERK: CITY ENGINEER:

ECONOMIC DEVELOPMENT PROGRAM CITY OF PERU SECTION 16-00066-00-PV JOB NUMBER C-93-089-16 WATER STREET RECONSTRUCTION

ALDERMAN:

R. 1E

T. 33N

SURVEYOR / ENGINEER:

STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS

PROJECT LOCATION

SUBMITTED

20

LOCATION MAP MAYOR, CITY OF PERU PASSED

20

DISTRICT 3 LOCAL ROADS AND STREETS ENGINEER

RELEASED FOR BID BASED ON LIMITED REVIEW

PERU MORRIS ILLINOIS

20

REGION 2 ENGINEER

CONSTRUCTION PLANS

05/06/2016 1 8

PERU MORRIS ILLINOIS

CITY OF PERU WATER STREET RECONSTRUCTION APRIL, 2016

CONSTRUCTION PLANS

GENERAL NOTES AND SUMMARY OF QUANTITIES

05/06/2016 2 8

EXISTING TYPICAL SECTION STA. 10+00 - STA. 14+00

PROPOSED TYPICAL SECTION STA. 10+00 - STA. 10+75 STA. 12+75 - STA. 14+00

PROPOSED TYPICAL SECTION (BASE BID) STA. 10+75 - STA. 12+75

AGGREGATE COLUMN GROUND IMPROVEMENT DETAIL STA. 10+75 - STA. 12+75

DESIGN CRITERIA TOTAL SETTLEMENT NOT TO EXCEED 4 INCHES AND SETTLEMENT AFTER PAVEMENT COMPLETION NOT TO EXCEED 1 INCH PERU MORRIS ILLINOIS

CITY OF PERU WATER STREET RECONSTRUCTION APRIL, 2016

TYPICAL SECTIONS AND DETAILS

CONSTRUCTION PLANS

05/06/2016 3 8

PERU MORRIS ILLINOIS

CITY OF PERU WATER STREET RECONSTRUCTION APRIL, 2016

SCHEDULE OF QUANTITIES

CONSTRUCTION PLANS

05/06/2016 4 8

WATER STREET

ILLINOIS RIVER

PERU MORRIS ILLINOIS

CITY OF PERU WATER STREET RECONSTRUCTION APRIL, 2016

PLAN & PROFILE

CONSTRUCTION PLANS

05/11/2016 5 8

SEQUENCE OF WORK

3

2

EET

ER WAT

3

STR

R

IVE IS R

2

NO ILLI

1

2

3

PERU MORRIS ILLINOIS

CITY OF PERU WATER STREET RECONSTRUCTION APRIL, 2016

TRAFFIC CONTROL PLAN & SEQUENCE OF WORK

CONSTRUCTION PLANS

04/19/2016 6 8

PERU MORRIS ILLINOIS

CITY OF PERU WATER STREET RECONSTRUCTION APRIL, 2016

CROSS SECTIONS

CONSTRUCTION PLANS

05/05/2016 7 8

PERU MORRIS ILLINOIS

CITY OF PERU WATER STREET RECONSTRUCTION APRIL, 2016

CROSS SECTIONS

CONSTRUCTION PLANS

05/06/2016 8 8

ABV

ABOVE

CU YD

CUBIC YARD

HD

HEAD

PED

PEDESTAL

STD

STANDARD

A/C

ACCESS CONTROL

CULV

CULVERT

HDW

HEADWALL

PNT

POINT

SBI

STATE BOND ISSUE

AC

ACRE

C&G

CURB & GUTTER

HDUTY

HEAVY DUTY

PC

POINT OF CURVATURE

SR

STATE ROUTE

ADJ

ADJUST

D

DEGREE OF CURVE

ha

HECTARE

PI

POINT OF INTERSECTION OF HORIZONTAL

STA

STATION

AS

AERIAL SURVEYS

DC

DEPRESSED CURVE

HMA

HOT MIX ASPHALT

CURVE

SPBGR

STEEL PLATE BEAM GUARDRAIL

AGG

AGGREGATE

DET

DETECTOR

HWY

HIGHWAY

PRC

POINT OF REVERSE CURVE

SS

STORM SEWER

AH

AHEAD

DIA

DIAMETER

HORIZ

HORIZONTAL

PT

POINT OF TANGENCY

STY

STORY

APT

APARTMENT

DIST

DISTRICT

HSE

HOUSE

POT

POINT ON TANGENT

ST

STREET

ASPH

ASPHALT

DOM

DOMESTIC

IL

ILLINOIS

POLYETH

POLYETHYLENE

STR

STRUCTURE

AUX

AUXILIARY

DBL

DOUBLE

IMP

IMPROVEMENT

PCC

PORTLAND CEMENT CONCRETE

e

SUPERELEVATION RATE

AGS

AUXILIARY GAS VALVE (SERVICE)

DSEL

DOWNSTREAM ELEVATION

IN DIA

INCH DIAMETER

PP

POWER POLE OR PRINCIPAL POINT

S.E. RUN.

SUPERELEVATION RUNOFF LENGTH

AVE

AVENUE

DSFL

DOWNSTREAM FLOWLINE

INL

INLET

PRM

PRIME

SURF

SURFACE

AX

AXIS OF ROTATION

DR

DRAINAGE OR DRIVE

INST

INSTALLATION

PE

PRIVATE ENTRANCE

SMK

SURVEY MARKER

BK

BACK

DI

DRAINAGE INLET OR DROP INLET

IDS

INTERSECTION DESIGN STUDY

PROF

PROFILE

T

TANGENT DISTANCE

B-B

BACK TO BACK

DRV

DRIVEWAY

INV

INVERT

PGL

PROFILE GRADELINE

T.R.

TANGENT RUNOUT DISTANCE

BKPL

BACKPLATE

DCT

DUCT

IP

IRON PIPE

PROJ

PROJECT

TEL

TELEPHONE

B

BARN

EA

EACH

IR

IRON ROD

P.C.

PROPERTY CORNER

TB

TELEPHONE BOX

BARR

BARRICADE

EB

EASTBOUND

JT

JOINT

PL

PROPERTY LINE

TP

TELEPHONE POLE

BGN

BEGIN

EOP

EDGE OF PAVEMENT

kg

KILOGRAM

PR

PROPOSED

TEMP

TEMPORARY

BM

BENCHMARK

E-CL

EDGE TO CENTERLINE

km

KILOMETER

R

RADIUS

TBM

TEMPORARY BENCH MARK

BIND

BINDER

E-E

EDGE TO EDGE

LS

LANDSCAPING

RR

RAILROAD

TD

TILE DRAIN

BIT

BITUMINOUS

EL

ELEVATION

LN

LANE

RRS

RAILROAD SPIKE

TBE

TO BE EXTENDED

BTM

BOTTOM

ENTR

ENTRANCE

LT

LEFT

RPS

REFERENCE POINT STAKE

TBR

TO BE REMOVED

BLVD

BOULEVARD

EXC

EXCAVATION

LP

LIGHT POLE

REF

REFLECTIVE

TBS

TO BE SAVED

BRK

BRICK

EX

EXISTING

LGT

LIGHTING

RCCP

REINFORCED CONCRETE CULVERT PIPE

TWP

TOWNSHIP

BBOX

BUFFALO BOX

EXPWAY

EXPRESSWAY

LF

LINEAL FEET OR LINEAR FEET

REINF

REINFORCEMENT

TR

TOWNSHIP ROAD

BLDG

BUILDING

E

EXTERNAL DISTANCE OF HORIZONTAL CURVE

L

LITER OR CURVE LENGTH

REM

REMOVAL

TS

TRAFFIC SIGNAL

CIP

CAST IRON PIPE

E

OFFSET DISTANCE TO VERTICAL CURVE

LC

LONG CHORD

RC

REMOVE CROWN

TSCB

TRAFFIC SIGNAL CONTROL BOX

CB

CATCH BASIN

F-F

FACE TO FACE

LNG

LONGITUDINAL

REP

REPLACEMENT

TSC

TRAFFIC SYSTEMS CENTER

C-C

CENTER TO CENTER

FA

FEDERAL AID

L SUM

LUMP SUM

REST

RESTAURANT

TRVS

TRANSVERSE

CL

CENTERLINE OR CLEARANCE

FAI

FEDERAL AID INTERSTATE

MACH

MACHINE

RESURF

RESURFACING

TRVL

TRAVEL

CL-E

CENTERLINE TO EDGE

FAP

FEDERAL AID PRIMARY

MB

MAIL BOX

RET

RETAINING

TRN

TURN

CL-F

CENTERLINE TO FACE

FAS

FEDERAL AID SECONDARY

MH

MANHOLE

RT

RIGHT

TY

TYPE

CTS

CENTERS

FAUS

FEDERAL AID URBAN SECONDARY

MATL

MATERIAL

ROW

RIGHT-OF-WAY

T-A

TYPE A

CERT

CERTIFIED

FP

FENCE POST

MED

MEDIAN

RD

ROAD

TYP

TYPICAL

CHSLD

CHISELED

FE

FIELD ENTRANCE

m

METER

RDWY

ROADWAY

UNDGND

UNDERGROUND

CS

CITY STREET

FH

FIRE HYDRANT

METH

METHOD

RTE

ROUTE

USGS

U.S. GEOLOGICAL SURVEY

CP

CLAY PIPE

FL

FLOW LINE

M

MID-ORDINATE

SAN

SANITARY

USEL

UPSTREAM ELEVATION

CLSD

CLOSED

FB

FOOT BRIDGE

mm

MILLIMETER

SANS

SANITARY SEWER

USFL

UPSTREAM FLOWLINE

CLID

CLOSED LID

FDN

FOUNDATION

mm DIA

MILLIMETER DIAMETER

SEC

SECTION

UTIL

UTILITY

CT

COAT OR COURT

FR

FRAME

MIX

MIXTURE

SEED

SEEDING

VBOX

VALVE BOX

COMB

COMBINATION

F&G

FRAME & GRATE

MBH

MOBILE HOME

SHAP

SHAPING

VV

VALVE VAULT

C

COMMERCIAL BUILDING

FRWAY

FREEWAY

MOD

MODIFIED

S

SHED

VLT

VAULT

CE

COMMERCIAL ENTRANCE

GAL

GALLON

MFT

MOTOR FUEL TAX

SH

SHEET

VEH

VEHICLE

CONC

CONCRETE

GALV

GALVANIZED

N & BC

NAIL & BOTTLE CAP

SHLD

SHOULDER

VP

VENT PIPE

CONST

CONSTRUCT

G

GARAGE

N & C

NAIL & CAP

SW

SIDEWALK OR SOUTHWEST

VERT

VERTICAL

CONTD

CONTINUED

GM

GAS METER

N & W

NAIL & WASHER

SIG

SIGNAL

VC

VERTICAL CURVE

CONT

CONTINUOUS

GV

GAS VALVE

NOAA

NATIONAL OCEANIC ATMOSPHERIC

SOD

SODDING

VPC

VERTICAL POINT OF CURVATURE

COR

CORNER

GRAN

GRANULAR

ADMINISTRATION

SM

SOLID MEDIAN

VPI

VERTICAL POINT OF INTERSECTION

CORR

CORRUGATED

GR

GRATE

NC

NORMAL CROWN

SB

SOUTHBOUND

VPT

VERTICAL POINT OF TANGENCY

CMP

CORRUGATED METAL PIPE

GRVL

GRAVEL

NB

NORTHBOUND

SE

SOUTHEAST

WM

WATER METER

CNTY

COUNTY

GND

GROUND

NE

NORTHEAST

SPL

SPECIAL

WV

WATER VALVE

CH

COUNTY HIGHWAY

GUT

GUTTER

NW

NORTHWEST

SD

SPECIAL DITCH

WMAIN

WATER MAIN

CSE

COURSE

GP

GUY POLE

OLID

OPEN LID

SQ FT

SQUARE FEET

WB

WESTBOUND

XSECT

CROSS SECTION

GW

GUY WIRE

PAT

PATTERN

m

SQUARE METER

WILDFL

WILDFLOWERS

m3

CUBIC METER

HH

HANDHOLE

PVD

PAVED

mm

SQUARE MILLIMETER

W

WITH

mm 3

CUBIC MILLIMETER

HATCH

HATCHING

PVMT

PAVEMENT

SQ YD

SQUARE YARD

WO

WITHOUT

PM

PAVEMENT MARKING

STB

STABILIZED

2 2

DATE Illinois Department of Transportation

January 1,

2011

ENGINEER OF POLICY AND PROCEDURES January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

1-1-11

REVISIONS Updated abbreviations and symbols.

STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS

1-1-08

Updated abbreviations

(Sheet 1 of 8)

and symbols.

STANDARD 000001-06

ADJUSTMENT ITEMS

EX

PR

ALIGNMENT ITEMS

EX

PR

CONTOUR ITEMS

Baseline

Approx. Index Line

Centerline

Approx. Intermediate Line

Centerline Break Circle

Index Contour

EX

PR

EX

PR

ADJ

Structure To Be Adjusted

C

Structure To Be Cleaned

FM

Main Structure To Be Filled

Baseline Symbol

\

\

Centerline Symbol

~

~

Intermediate Contour

DRAINAGE ITEMS

F

Structure To Be Filled

Structure To Be Filled Special

FSP

R

Structure To Be Removed

Structure To Be

PI Indicator

Channel or Stream Line

Point Indicator

Culvert Line

CURVE

CURVE

Horizontal Curve Data

P.I. STA=

P.I. STA=

(Half Size)

!=

!=

REC

Reconstructed

Structure To Be Reconstructed Special

RSP

D=

D=

R=

R=

T=

T=

L=

L=

E=

E=

e=

e=

T.R.=

T.R.=

S.E. RUN=

S.E. RUN=

P.C. STA=

P.C. STA=

P.T. STA=

P.T. STA=

Grading & Shaping Ditches

Drainage Boundary Line

Paved Ditch

Aggregate Ditch

Pipe Underdrain

BOUNDARIES ITEMS

Frame and Grate

EX

PR

A

To Be Adjusted

Frame and Lid

A

To Be Adjusted

Dashed Property Line

Storm Sewer

Solid Property/Lot Line

Flowline

F L

Ditch Check

Section/Grant Line Domestic Service Box

F L

A

To Be Adjusted

Headwall

Quarter Section Line

A

Valve Vault To Be Adjusted

Inlet

Quarter/Quarter Section Line

Manhole

County/Township Line

SP

Special Adjustment

Summit

State Line

AB

Item To Be Abandoned

Roadway Ditch Flow Iron Pipe Found

Swale

M

Item To Be Moved

Iron Pipe Set

Catch Basin Survey Marker

REL

Item To Be Relocated

Culvert End Section

P L

Property Line Symbol Pavement Removal

Water Surface Indicator

Same Ownership Symbol

and Replacement

(Half Size) Riprap N R

E

Northwest Quarter Corner (Half Size)

STANDARD SYMBOLS,

T

T

N

Illinois Department of Transportation

ABBREVIATIONS

Section Corner

ENGINEER OF POLICY AND PROCEDURES January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

E

Southeast Quarter Corner

R

NR

(Half Size)

AND PATTERNS (Sheet 2 of 8)

E

APPROVED

(Half Size)

T

2011

1-1-97

January 1,

ISSUED

PASSED

STANDARD 000001-06

EXISTING

NON-HIGHWAY

EROSION & SEDIMENT EX

PR

CONTROL ITEMS

EX

PR

LANDSCAPING ITEMS

IMPROVEMENT ITEMS

EX

PR

(contd.) Cleaning & Grading Limits

Noise Attn./Levee

Seeding Class 5 Dike Field Line

F L

Erosion Control Fence

Seeding Class 7 Fence

Perimeter Erosion Barrier Seedlings Type 1 Temporary Fence

Base of Levee

Ditch Check Temporary

T

Ditch Check Permanent

Multiple Mailboxes

Inlet & Pipe Protection

Pay Telephone

Sediment Basin

Advertising Sign

LANDSCAPING ITEMS

Erosion Control Blanket

Seedlings Type 2

Mailbox

Sodding

Mowstake w/Sign

Tree Trunk Protection

EX

PR Evergreen Tree

E

Shade Tree

E

Contour Mounding Line

Fabric Formed Concrete Revetment Mat

Fence

Turf Reinforcement Mat Fence Post

Shrubs Mulch Temporary

LIGHTING

EX

PR

Mowline

Mulch Method 1 Perennial Plants

Duct

Conduit Mulch Method 2 Stabilized Seeding Class 2 Electrical Aerial Cable

Mulch Method 3 Hydraulic Seeding Class 2A

Electrical Buried Cable

Controller Seeding Class 4 Underpass Luminaire

Seeding Class 4 & 5 Combined

Power Pole

STANDARD SYMBOLS, Illinois Department of Transportation

January 1,

2011

ENGINEER OF POLICY AND PROCEDURES APPROVED

January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

ISSUED 1-1-97

PASSED

ABBREVIATIONS AND PATTERNS (Sheet 3 of 8)

STANDARD 000001-06

LIGHTING EX

PR

P

P

PAVEMENT MARKINGS

EX

PR

(contd.) Pull

Point

Bike Lane Symbol

Bike Lane Text Handhole Handicap Symbol

H

H

RR Crossing

Junction Box

J

J

RR

Heavy Duty Handhole

Raised Marker Amber 1 Way

Light Unit Comb. Raised Marker Amber 2 Way

Raised Marker Crystal 1 Way Electrical Ground

Two Way Turn Left

Traffic Flow Arrow

High Mast Pole

Shoulder Diag. Pattern

(Half Size)

Light Unit-1

Skip-Dash White

Skip-Dash Yellow

PAVEMENT (MISC.)

EX

PR Stop Line

Keyed Long. Joint Solid Line

Double Centerline

Keyed Long. Joint w/Tie Bars

Dotted Lines Sawed Long. Joint w/Tie Bars CL 2Ln 2Way RRPM 12.2 m (40') o.c. CL 2Ln 2Way Bituminous Shoulder

RRPM 80' (24.4 m) o.c. CL Multilane Div. RRPM 40' (12.2 m) o.c.

Bituminous Taper CL Multilane Div. RRPM 80' (24.4 m) o.c. CL Multilane Div. Dbl.

Stabilized Driveway

RRPM 80' (24.4 m) o.c.

CL Multilane Undiv. Widening

Two Way Turn Left Line

STANDARD SYMBOLS, Illinois Department of Transportation

January 1,

2011

ENGINEER OF POLICY AND PROCEDURES January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

ABBREVIATIONS AND PATTERNS (Sheet 4 of 8)

STANDARD 000001-06

RAILROAD ITEMS

PAVEMENT MARKINGS EX

EX

PR

EX

PR

EX

PR

PR

(contd.) Abandoned Railroad Urban Combination Left

Railroad Urban Combination Right

Railroad Point Urban Left Turn Arrow Control Box

Urban Right Turn Arrow

Crossing Gate

O N L YO N L Y N L YO

Urban Left Turn Only

Urban Right Turn Only

Urban Thru Only

Flashing Signal

Railroad Cant. Mast Arm

Crossbuck

REMOVAL ITEMS

Removal Tic

Urban U-Turn

Bituminous Removal Urban Combined U-Turn

Hatch Pattern Rural Combination Left

Tree Removal Single Rural Combination Right

RIGHT OF WAY ITEMS Rural Left Turn Arrow

Future ROW Corner Monument Rural Right Turn Arrow ROW Marker

N L YO N L Y O N L YO

Rural Left Turn Only

Rural Right Turn Only

Rural Thru Only

ROW Line

Easement

Temporary Easement

STANDARD SYMBOLS, Illinois Department of Transportation

January 1,

2011

ENGINEER OF POLICY AND PROCEDURES January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

ABBREVIATIONS AND PATTERNS (Sheet 5 of 8)

STANDARD 000001-06

RIGHT OF WAY ITEMS EX

PR

ROADWAY PROFILES

EX

PR

SIGNING ITEMS EX

PR

(contd.)

(contd.) P.I. Indicator Access Control

Line

Reverse Left W1-4L (Half Size)

Point Indicator Access Control

Line & ROW

Access Control

Line &

Earthworks Balance Point

ROW with Fence

Reverse Right W1-4R (Half Size)

Excess ROW Line Begin Point

ROADWAY PLAN EX

PR

Two Way Traffic Sign W6-3

ITEMS Vert. Curve Data

Cable Barrier

(Half Size)

VPI = ELEV= L = E =

VPI = ELEV= L = E = DETOUR

Detour Ahead W20-2(O)

Concrete Barrier

(Half Size)

Ditch Profile Left Side

Edge of Pavement

Ditch Profile Right Side

Bit Shoulders, Medians

Roadway Profile Line

AHEAD

LEFT LANE

and C&G Line

Left Lane Closed Ahead W20-5L(O)

Storm Sewer Profile Left Side

CLOSED

(Half Size) Aggregate Shoulder

AHEAD

Storm Sewer Profile Right Side

Sidewalks, Driveways

SIGNING ITEMS

EX

PR

Guardrail

Right Lane Closed Ahead W20-5R(O)

RIGHT LANE CLOSED

(Half Size)

AHEAD

Traffic Sign Barricade Type II

I

Cone, Drum or Barricade

Guardrail Post

ROAD

Road Closed Ahead W20-3(O)

CLOSED

(Half Size)

AHEAD

Corrugated Median ROAD

Road Construction Ahead W20-1-(O) Barricade Type III

CONSTRUCTION AHEAD

(Half Size)

Impact Attenuator

Barricade With Edge Line North Arrow with District Office

SINGLE

Single Lane Ahead

9

(Half Size)

LANE AHEAD

(Half Size)

Flashing Light Sign

STA. 45+00

Transition Left W4-2L

Match Line

(Half Size) Panels I

Slope Limit Line

Transition Right W4-2R

Typical Cross-Section Line Panels II

Direction of Traffic Illinois Department of Transportation

January 1,

2011

ENGINEER OF POLICY AND PROCEDURES January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

(Half Size)

STANDARD SYMBOLS, ABBREVIATIONS

Sign Flag (Half Size)

AND PATTERNS (Sheet 6 of 8)

STANDARD 000001-06

SIGNING ITEMS EX

PR

STRUCTURES ITEMS

EX

PR

TRAFFIC SHEET EX

(contd.)

PR

ITEMS Box Culvert Barrel

One Way Arrow Lrg. W1-6-(O)

Cable Number

(Half Size) Box Culvert Headwall Two Way Arrow Large W1-7-(O) (Half Size)

Left Turn Green

G

G

Left Turn Yellow

Y

Y

Bridge Pier

Detour M4-10L-(O) DETOUR

(Half Size)

Detour M4-10R-(O) DETOUR

Bridge

Retaining Wall

(Half Size) Signal Backplate One Way Left R6-1L ONE WAY

Temporary Sheet Piling

(Half Size)

Signal Section 8'' (200 mm)

One Way Right R6-1R ONE WAY

(Half Size)

LEFT

Left Turn Lane R3-I100L

TURN

(Half Size)

Signal

Section 12'' (300 mm)

LANE

KEEP

Keep Left R4-7AL (Half Size)

DW

DW

W

W

EX

PR

Walk/Don't Walk Letters

LEFT

KEEP

Keep Left R4-7BL (Half Size)

Walk/Don't Walk Symbols

LEFT

KEEP

Keep Right R4-7AR (Half Size)

RIGHT

TRAFFIC SIGNAL ITEMS

KEEP

Keep Right R4-7BR (Half Size)

RIGHT

STOP HERE

Stop Here On Red R10-6-AL

Galv. Steel

Conduit

Underground Cable

ON RED

(Half Size)

Detector Loop Line Stop Here On Red R10-6-AR

STOP HERE

(Half Size)

ON RED

Detector Loop Large

No Left Turn R3-2 (Half Size)

Detector Loop Small

No Right Turn R3-1

Detector Loop Quadrapole

(Half Size)

Road Closed R11-2

ROAD CLOSED

(Half Size)

Road Closed Thru Traffic R11-2

ROAD CLOSED TO

(Half Size)

THRU TRAFFIC

STANDARD SYMBOLS, Illinois Department of Transportation

January 1,

2011

ENGINEER OF POLICY AND PROCEDURES January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

ABBREVIATIONS AND PATTERNS (Sheet 7 of 8)

STANDARD 000001-06

UNDERGROUND

TRAFFIC SIGNAL EX

PR

ITEMS (contd.)

Detector Raceway

PR

UTILITY ITEMS (contd.)

ABANDONED

Cable TV

Traffic Signal

Electric Cable

Traffic Signal Control Box

Fiber Optic

Water Meter

Gas Pipe

Water Meter Valve Box

Oil Pipe

Profile Line

Sanitary Sewer

Aerial Power Line

EX

PR

"E"

Aluminum Mast Arm

Steel

EX

UTILITY ITEMS

TS

Mast Arm

Veh. Detector Magnetic

Conduit Splice

Telephone Cable

VEGETATION ITEMS Controller

EX

PR

EX

PR

Water Pipe

Deciduous Tree

Gulfbox Junction

UTILITIES ITEMS

Wood Pole

Temp. Signal

EX

PR

Bush or Shrub

Evergreen Tree

Head

Controller

Stump

Handhole

Double Handhole

Orchard/Nursery Line

Double Handhole

Fire Hydrant

Heavy Duty Handhole

H

H

Junction Box

J

J

Vegetation Line GuyWire or Deadman Anchor

Woods & Bush Line Handhole

WATER FEATURE Ped. Pushbutton Detector

Ped. Signal

Head

Heavy Duty Handhole

H

H

Junction Box

J

J

ITEMS Stream or Drainage Ditch

Power Pole Service

Light Pole Waters Edge

Priority Veh. Detector

Manhole Water Surface Indicator

Signal

Head

Pipeline Warning Sign Water Point

Signal

Head w/Backplate

Power Pole Disappearing Ditch

Signal

Post

Power Pole with Light Marsh

Closed Circuit TV

C

C

Sanitary Sewer Cleanout Marsh/Swamp Boundary

Video Detector System

V

V

Splice Box Above Ground

Telephone Splice Box Above Ground Illinois Department of Transportation

Telephone Pole January 1,

2011

ENGINEER OF POLICY AND PROCEDURES January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS (Sheet 8 of 8)

STANDARD 000001-06

*

For precast reinforced concrete sections, this dimension may vary from the dimension given to plus 6 (150).

24

Top of masonry

Vari abl e

T

36 (900)

T

36

T

(900)

20' ( 6. 10 m ) m ax.

15* T

( 380)

(600)

( 380)

15* Vari abl e

20' ( 6. 10 m ) m ax.

24

(600)

Top of masonry

Concrete

( 40)

4 %

cl . ( typ. )

3 % max.

1•

Concrete fi l l ,

Outl et

Inl et

( 40) 1•

cl . ( typ. )

fill

ALTERNATE

T

MATERIALS FOR WALLS

(min.)

5 Concrete Masonry Unit (125)

8 Brick Masonry (200)

Reinforced cast-

(75)

6 Cast-in-Place Concrete

in-place concrete

ELEVATION - ECCENTRIC

3

Concrete Section

( 150)

6

( 150)

6

Precast Reinforced

(150)

ELEVATION - CONCENTRIC

GENERAL NOTES

6

is used.

( 40) 1•

conc. sections alternate

( 150)

when the precast reinf.

cl . ( typ. )

Precast reinforced

Precast reinf. conc. slab

Bottom slabs shall be reinforced with a minimum of

concrete slab

0.20 sq. in./ft. (420 sq. mm/m) in both directions with a maximum spacing of 12 (300). 2 Bottom slabs may be connected to the riser as

(50)

determined by the fabricator; however, only a single row of reinforcement around the perimeter

( 75)

Sand cushion

3

may be utilized.

See Standard 602601 for optional Precast Sand cushion

Reinforced Concrete Flat Slab Top.

All dimensions are in inches (millimeters) unless otherwise shown.

ALTERNATE BOTTOM SLAB Illinois Department of Transportation

January 1,

2011

ENGINEER OF POLICY AND PROCEDURES January 1,

2011

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

DATE 1-1-11

REVISIONS Detailed rein. in slabs. Added max. limit to height.

INLET - TYPE B

Revised general notes. 1-1-09

Switched units to English (metric).

STANDARD 602306-03

Typical location for lifting device.

Welded wire reinforcement.

*

* 6 (150)

A

A

) 0 60 ( . a 24 Di

B

(50 )

2

2

(50 )

(see table)

(see table)

*

Bar C

Bar C

*

) 0 2 60 ( . a 24 (50) Di

*

B

*

2

Reinf. bars (see table)

(5 0 )

2

2 (5 0 )

(50)

No. 4 (No. 13) bars 30 (760) long

PLAN

PLAN

(REINFORCEMENT BARS)

(WELDED WIRE FABRIC)

D0

D0

D0

Bar C

Bar C

D0

Bar C

cl .

1 ( 25)

t t

t cl .

1 ( 25)

t

Bar C

Use mortar or sealer T T

T

D (Riser)

T

D (Riser)

SECTION A-A Length

T D

T

D (Riser)

Use mortar

(Riser)

or sealer

SECTION B-B

ALTERNATE JOINT CONFIGURATIONS

us di Ra

GENERAL NOTES The flat slab top may be used in lieu of the tapered tops shown on Standards 602001, 602011, 602016, 602306, 602401, or 602501 at the option of the Contractor or when field conditions prohibit the use of tapered tops.

TABLE Reinforcement D

BAR C

D 0

T

t

(min.)

''AS'' W.W.R.

4'-0" 2016

ENGINEER OF POLICY AND PROCEDURES APPROVED

April 1,

2016

ENGINEER OF DESIGN AND ENVIRONMENT

(1.2 m)

1-1-97

April 1,

ISSUED

PASSED

(1.5 m)

5'-0"

D + 2T

Illinois Department of Transportation

Standards

36 (900)

See appl i cabl e

each direction 6

0.20 sq. in./ft.

(150)

(425 sq. mm/m)

6

0.35 sq. in./ft.

(150)

(740 sq. mm/m)

8

0.35 sq. in./ft.

(200)

(740 sq. mm/m)

OR

No. 4 (No. 13) Bar size

No. 4

All dimensions are in millimeters (inches)

Bar C

unless otherwise shown.

Length Radius 4'-0"

(No. 13) (1.2 m)

19

DATE 4-1-16

No. 5

4'-6"

REVISIONS

(480) 26

Changed terminology to 'welded wire reinforcement'.

(No. 16) (1.35 m) (660) No. 5

5'-0"

(No. 16) (1.5 m)

PRECAST REINFORCED CONCRETE FLAT SLAB TOP

32 (810)

1-1-14

Omitted detail for lifting hole or lifting loop.

STANDARD 602601-04

8•

~ † (10) Dia. hole and †x5• (16x140)

(216)

slotted hole for galvanized • (M12)

bolt, nut, and washer.

ƒ



(19)

1

3• (89) (typ.) 2

SECTION D-D

3•



2

1

10

1† (41)

(254)

(typ.)

29 (775)

( 89)

26 •

1 (25)

B

( 25)

‡ ( 737)

(44)

(730)

( 44)

( 4 4 )

29

1‰ 11ƒ

1 ƒ

1ƒ 28ƒ

( typ. )

(6 73 )

)R 457 8 ( 1

D

( 298)

R

18

A

( 457)

A

( 30)

6‚

R

( 159)

3

( 76)

1) (5 2

( 22)

C

11…

C

( 289)

4‚ (108)

SECTION C-C

SECTION B-B 1

= 6‚ (159) max. (typ.)

2

= ƒ (19) min. (typ.)

CAST FRAME

30•

30‚

(775)

(768)

CAST GRATE 7

E

(178) 2 (51) rad. •

7

( 178)

13

( 330)

13

( 330)

(17.5)

5• (140)

E 27

27‡



(708)

(135)

(686)

36 (914)

ALTERNATE CURB BOX

SECTION E-E

SECTION A-A

All dimensions are in inches (millimeters) unless otherwise shown.

DATE Illinois Department of Transportation

January 1,

2015

ENGINEER OF POLICY AND PROCEDURES January 1,

2015

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

1-1-15

REVISIONS Revised dimensions of frame and alternate curb box.

4-1-09

FRAME AND GRATE TYPE 11

Switched units to English (metric).

STANDARD 604051-04

( 16)

(32)

( 24)

1‚

D

(51)



from 4• (115) to 9 (225)



2

(191)

( 16)

7•

Curb box adjustable

B

Doweled contraction joint

2-No. 4 (No. 13) bars

(Placed in prolongation with pavement joints)

with 2 (50) min. cl.

Drainage casting

construction option:

2-No. 4 (No. 13) bars

without curb box

placed at mid-depth

1.

Form with „ (3) thick steel template

2-No. 4 (No. 13) bars

2 (50) deep, and seal.

placed at mid-depth

Back of curb

(when space permits) A

18 (450) long dowel bar (placed at

A

(when space permits)

2.

mid-depth).

Saw at 4 to 24 hours, and seal. 18 (450) long dowel bars

Short radius curve (Such as entrances, Construction

box

Expansion

A

*3'-0''

*3'-0''

(1.0 m)

(1.0 m)

min.

min.

15'-0"

15'-0"

(4.5 m)

(4.5 m)

DETAILA

Full depth & width

(typ.)

( 75)

3 Edge of 15'-0"

min.

12 (300 * This dimension shall be

(4.5 m)

1 (25)

1 (25) - thick (min.)

adjusted to align with

preformed expansion

joint on the adjacent

joint filler.

EXPANSION JOINT

pavement * 3'-0''

* 3'-0''

Gutter flag width

7

(1.0 m)

(1.0 m)

as required for

(175)

min.

min.

curb type.

Pavement

pavement

Sl ope 5 % max.

( 13)

12

cap

A

( 300)

joint

mi n.

( 300)

Back of curb

Contraction A

* 12

(typ.)

Curb

joint

ramp returns).

12 (300)

with curb box



side streets and

Drainage casting

Gutter flag width

7

as required for

(175)

curb type.

ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE

Pavement

Sl ope 6%

t

PLAN

1•

with (or without) dowels

( 40)

Pavement expansion joint

~

B

C

t

Tie bar B

C

~

A

DEPRESSED CURB ADJACENT

A Pavement

Pavement

TO CURB RAMP ACCESSIBLE

D

Sl ope 6%

D

R1

Tie bar

R1

t

t

Sl ope 6%

~

TO THE DISABLED

DEPRESSED CURB (TYPICAL)

~

Tie bar

GENERAL NOTES

Mountable curb shown

( 6)



Tie bar

mi n.

3 ( 75)

HMA surfacing

(other types permitted)

The bottom slope of combination curb and gutter

Sl ope 6%

constructed adjacent to pcc pavement shall be the same slope as the subbase or 6% when subbase

BARRIER CURB

MOUNTABLE CURB

is omitted.

9 (225) when PCC base course

8 (200) t = Thickness of pavement.

10 (250) when PCC base TABLE OF DIMENSIONS

TABLE OF DIMENSIONS

BARRIER CURB

MOUNTABLE CURB

course

Longitudinal joint tie bars shall be No. 6 (No. 19) at PCC base

TYPE

A

B

C

D

R1

B-6.06

6

1

6

6

1

*

(B-15.15) B-6.12

(150) (25) (150) (150) (25) 12

(B-15.3) B-6.18

1

6

6

1

(300) (25) (150) (150) (25) 18

1

6

6

1

TYPE

A

B

C

D

R1

R2

M-2.06

6

2

4

2

3

2

(75)

(50)

(M-5.15) M-2.12 (M-5.30) M-4.06

(150) (50) (100) (50) 12

2

4

2

(300) (50) (100) (50) 6

4

3

4

8 (200)

3

2

(75)

(50)

Tie bar

24 (600) centers in accordance with details for

course

longitudinal construction joint shown on Standard 420001.

ADJACENT TO PCC BASE COURSE A minimum clearance of 2 (50) between the end of

WITH HMA SURFACING

the tie bar and the back of the curb shall be maintained.

3 NA

B-6.24

(450) (25) (150) (150) (25) 24

1

6

6

1

(M-10.15) M-4.12

(150) (100) (75) (100) (75) 12

4

3

4

B-9.12

12

2

5

9

1

B

(M-10.30) (300) (100) (75) (100) (75) M-4.18

18

4

3

4

B-9.18

18

2

5

9

1

(M-10.45) (450) (100) (75) (100) (75) M-4.24

24

4

3

4

Pavement

3

B-9.24

24

2

5

9

1

R1

See Standard 606301 for details of corner islands.

% ope 2 Sl

NA (B-22.45) (450) (50) (125) (225) (25)

only be required for monolithic construction.

A

3 NA

(B-22.30) (300) (50) (125) (225) (25)

The dowel bars shown in contraction joints will

C

3 NA

(B-15.60) (600) (25) (150) (150) (25)

D

(B-15.45)

(M-10.60) (600) (100) (75) (100) (75) M-6.06

6

6

2

6

All dimensions are in inches (millimeters)

2 NA

* For

(M-15.15) M-6.12

corner islands only.

(150) (150) (50) (150) (50) 12

6

2

6

unless otherwise shown. t

(B-22.60) (600) (50) (125) (225) (25)

2

~

R2

NA

DATE

NA

1-1-15

(M-15.30) (300) (150) (50) (150) (50)

Illinois Department of Transportation

M-6.18

18

6

2

6

2

REVISIONS

(M-15.45) (450) (150) (50) (150) (50) January 1,

2015

ENGINEER OF POLICY AND PROCEDURES January 1,

2015

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

M-6.24

24

6

2

6

Tie bar

2

curb and gutter to table

NA

(corner islands only).

(M-15.60) (600) (150) (50) (150) (50) 1-1-13

M-2.06 (M-5.15) and M-2.12 (M-5.30)

CONCRETE CURB TYPE B

Added B-6.06 (B-15.15) barrier

Added general note

AND COMBINATION CONCRETE CURB AND GUTTER (Sheet 1 of 2)

regarding requirement for dowel bars.

STANDARD 606001-06

Drainage casting 2-No. 4 (No. 13) bars

Short radius curve

Pavement

(175)

C

Pavement

D

7

A

( 40)

PT

1•

B

R1

with curb box

A

A

max. cts. (typ.)

A

13•

A

( 340)

at 25'-0'' (7.6 m)

18

Back of curb

(when space permits)

Contraction joints

( 450)

placed at mid-depth

12 (300) (typ.)

DEPRESSED CURB

PC 5'-0"

5'-0"

(1.5 m)

(1.5 m)

BARRIER CURB

Edge of pavement

Undoweled contraction joint (typ.) construction options:

Construction joint

ADJACENT TO FLEXIBLE PAVEMENT

2-No. 4 (No. 13) bars 1.

Form with „ (3) thick steel template

Drainage casting

with 2 (50) min. cl.

2 (50) deep, and seal.

without curb box 2-No. 4 (No. 13) bars

2.

Saw 2 (50) deep at 4 to 24 hours, and seal.

(when space permits) 3.

Back of curb

placed at mid-depth A

A

Insert ƒ (20) thick preformed joint filler full depth and width.

12 (300) C

(typ.)

(175)

Pavement

D

1•

7 Pavement

( 40)

B

R1 5'-0" (1.5 m)

Mountable curb shown

Edge of pavement t

5'-0" (1.5 m)

t

PLAN

~

Tie bar

~

Tie bar

Base course

BARRIER CURB

mi n.

DEPRESSED CURB 9 ( 225)

t

t

mi n.



( 6)

HMA surfacing

9 ( 225)



HMA surfacing

( 6)

(other types permitted)

Base course

ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE

CONCRETE CURB TYPE B ON DISTURBED SUBGRADE

ON UNDISTURBED SUBGRADE

ADJACENT TO FLEXIBLE PAVEMENT

CONCRETE CURB TYPE B

Illinois Department of Transportation

AND COMBINATION January 1,

2015

ENGINEER OF POLICY AND PROCEDURES January 1,

2015

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

CONCRETE CURB AND GUTTER (Sheet 2 of 2)

STANDARD 606001-06

Gate frame Top gate hinge

Plunger rod and latch with

(90° swing)

Gate frame

provisions for padlocking

Gate post

Top gate hinge

Stretcher

Stretcher

(180° swing)

12

bar

Concrete

Line post

Ground line

( 300)

bar

1 ( 25)

Gate post

( typ. )

Line post

24 (600) for 4'-0'' (1.2 m) fence. 30 (750) for over 4'-0'' (1.2 m) fence.

Truss Truss Stretcher bar 4 gate hinge

Dia. min.

(180° swing)

(90° swing)

FOOTING FOR

FOOTING FOR GATE

LINE POST

& TERMINAL POST

18 (450)

hinge

( 100)

Ground line

14 (350) Dia. min.

12 (300)

Gate stop Bottom gate

4

Bottom

Var. ( typ. )

bar

( typ)

1 ( 25)

Stretcher

( 100)

(typ.)

padlocking

4

rod

provisions for

( 100)

rod (typ.) Gate latch with

min. Var. Dia. same as regular footing.

10 (250) Dia. min.

Ground line

Gate opening

Gate opening

X

Concrete

Dia. = post Terminal (pull) post

Tension wire

Terminal (corner

Line post

Line post

dia. + 3 (75)

Line posts

Y

ARRANGEMENT

m ax.

ARRANGEMENT

Ledge

15

VEHICLE GATE

( 380)

PEDESTRIAN GATE

Grout

or end) post

Brace

Truss

bar

rod (typ.)

12

( 300)

Hei ght as show n on

Stretcher

pl ans. m i n. 4' -0" ( 1. 2 m)

FOOTING FOR POST IN ROCK LEDGE

Fabric Brace

GENERAL NOTES

Fabric tie

Truss

spaced 14 (350)

rod (typ.)

c-c max.

Pull posts shall be placed at locations determined

Stretcher bar

by the Engineer. They shall be placed at 660' (200 m) intervals between posts to which the ends of the fabric are clamped or midway between such posts when the distance is less than 1320'

*

On uneven ground this dimension

Norm al

75) *3 (

(400 m) and greater than 660' (200 m).

X + Y shall not exceed 24 (600), 30 (750), or 36 (900), as applicable.

Tension wire

When X is 0 - 9 (0 - 225),

15 (380), or 21 (525), then Y = 15 (375) and the post shall be shortened as required.

may vary between 1 (25) min. to

When X

exceeds 9 (225), 15 (380), or 21 (525), then Y shall

5 (125) max. for a max. distance

be decreased correspondingly. Post footing

of 8'-0'' (2.4 m).

All dimensions are in inches (millimeters) 10'-0" (3.0 m)

10'-0" (3.0 m)

max.

max.

unless otherwise shown.

DATE Illinois Department of Transportation

January 1,

2009

ENGINEER OF POLICY AND PROCEDURES January 1,

2009

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

1-1-09

PULL POST

LINE POST

CORNER OR END POST

ARRANGEMENT

ARRANGEMENT

ARRANGEMENT

REVISIONS Switched units to

CHAIN LINK FENCE

English (metric).

(Sheet 1 of 3) 1-1-99

Rev. "pans" to "plans" in LINE POST ARRANGEMENT.

STANDARD 664001-02

Knuckled selvage

Fabric tie spaced 0.1345 (3.5) Thick Stretcher

(89)

bar

Top tension

loops for the entire

1 ‚

( 41. 3)

3…

( 31 . 8)

Fabric

Stretcher bar

Bottom tension

band spaced

wire 2

| „

0.0747 (2) Thick

1†

wire ( 85 | 3)

length of post.

14 (350) c-c max.

Lock loops

( 50)

3•

woven into the lock

Fabric

Post

( 89)

Wire fabric to be

2

(typ.) 3•

( 50)

24 (600) c-c max.

Barbed or knuckled selvage

ROLL FORMED

ROLL FORMED SECTION OF

METHOD OF FASTENING

METHOD OF TYING

SECTION OF BRACE

TERMINAL & GATE POST

STRETCHER BAR TO POST

FABRIC TO TENSION WIRES

LINE POST lbs./ft. Section (kg/m)

HORIZONTAL BRACES

TERMINAL POST

(kg/m)

2.28

3.65

(3.39)

(3.36)

(4.05)

2.27 Pipe Type A 1.66 (42.2) O.D. (3.38)

(5.43)

(4.63)

(2.72)

3.09

1.82

(kg/m) 2.27 Pipe Type A 1.66 (42.2) O.D.

Pipe Type C 1.66 (42.2) O.D.

Pipe Type C 2.375 (60.3) O.D.

(3.38)

(2.71)

(4.60)

1.83

2.25 Roll Formed 3•x3• (89.0x89.0)

Pipe Type B 1.66 (42.2) O.D.

H 1.31x1.5 (33.3x38.1)

See detail

2.30 (3.42)

lbs./ft. Section

Pipe Type B 1.66 (42.2) O.D.

1.60 (2.38)

GATE FRAMES

1.83

3.11 Pipe Type B 2.375 (60.3) O.D.

2.72 H 1.875x1.625 (47.6x41.3)

(kg/m)

Pipe Type A 2.375 (60.3) O.D.

2.26 Pipe Type C 1.90 (48.3) O.D.

Section

Section

(4.05) Pipe Type B 1.90 (48.3) O.D.

lbs./ft.

lbs./ft.

2.72 Pipe Type A 1.90 (48.3) O.D.

(2.72)

(3.35)

1.82

4.32

Roll Formed 1†x1‚ (41.3x31.8)

Sq. Tubing 2•x2• (63.5x63.5)

See detail

(6.43)

Pipe Type C 1.66 (42.2) O.D. (2.71)

GATE POSTS * Gate Opening *

ft. (m)

Pipe Type A

Sq. Tubing

lbs./ft. Single

Double

Up to 4 (1.2)

Up to 8 (2.5)

Over 4 (1.2) to 8 (2.5)

Size (O.D.) (kg/m) 2.375

3.65

(60.3)

(5.43)

Pipe Type B

lbs./ft. Size

kg/m Size (O.D.)

(kg/m) 2• (63.5)

(lbs./ft.)

4.32

2.375

3.11

(6.43)

(60.3)

(4.63)

2.875

5.79

3

5.78

2.875

4.64

(73.0)

(8.62)

(76.2)

(8.60)

(73.0)

(6.91)

Over 8 (2.5) to 16 (5.0) 3.5

7.58

3

8.80

3.5

5.707

(89.0)

(11.28)

(76.2)

(13.10)

(89)

(8.49)

Over 8 (2.5) to 12 (3.6) Over 16 (5.0) to 24 (7.4)

Illinois Department of Transportation

* The 3• x 3• (89.0 x 89.0) roll formed section as detailed may be used as gate posts for single gate up to 6' (1.8 m) and double gate up to 12' (3.6 m).

January 1,

2009

ENGINEER OF POLICY AND PROCEDURES January 1,

2009

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

CHAIN LINK FENCE (Sheet 2 of 3)

STANDARD 664001-02

A= 18 (450)

12

12

(300)

(300)

Post

12

Corner post

(300)

assembly

Culvert Tension

Post

) 450 8 ( 1 nce ara e l C ) . typ (

Post

Post

wire

Culvert

A

Approx.

Toe of slope

A

8 (200) to 10 (250)

mi n.

8' -0"

copper wire

( 2. 4 m)

#6 Solid, bare,

Toe of slope

See DETAIL A

A

Ground line

mi n.

6 ( 150)

22'-0" (6.7 m)

Fence Fence

Tension

R.O.W.

wire

R.O.W. Ledge of impervious

Corner post assembly

material

† (16) min. dia. #6 Solid, bare,

copper clad

PLAN

PLAN

AT STREAM CROSSING

AT HEADWALL

copper wire

steel rod.

COUNTERPOISE GROUND

STANDARD GROUND

(ALTERNATE) PROTECTIVE ELECTRICAL GROUNDS

Corner post assembly Top of slope

Terminal post End post assembly

Terminal post Ground line

Extra length posts where necessary The chain link fabric shall be replaced by barbed

INSTALLATION ON SLOPES

wire strands at 12 (300) maximum centers between the double posts shown on DETAIL A

Fence

R.O.W.

anchor a post to the top of the culvert, a cast iron shoe or other device approved by the Engineer shall be used.

when shown on the plans.

Highway

When the width of the culvert makes it necessary to

ELEVATION

ELEVATION

INSTALLATION OVER STREAM

INSTALLATION AROUND HEADWALL

Post

PLAN Line post

End post Fence line

4 (100) 15°

Terminal post

max. R.O.W. Post not

When fence line has a change in direction of 15° or more,

centered

36 (900) for 4' (1.2 m) fence.

in concrete.

3'-6'' (1.0 m) for over 4'

a terminal post shall be placed as shown above.

(1.2 m) fence. Where angle is less than 15° and existing conditions require a terminal post, they shall be placed as directed by the Engineer.

INSTALLATION AT CORNERS DETAIL A Illinois Department of Transportation

January 1,

2009

ENGINEER OF POLICY AND PROCEDURES January 1,

2009

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

PASSED

CHAIN LINK FENCE (Sheet 3 of 3)

STANDARD 664001-02

( 75 - 100)

mi n.

*

36

mi n.

4' ( 1. 2 m)

( 100)

( 100) 4

4 28

( 700)

28 - 36

min.

( 700 - 900)

4

24 ( 600)

3 (75)

( 900)

3 - 4

( 150)

6 ( 50)

2

min.

( 100)

28-36

( 700-900)

18-36

Orange

18 (450)

(200-300)

) ) 4 00 4 00 (1 (1

( 450-900)

8-12

4-6 (100-150)

4-6 (100-150)

Orange

Posted speed < 45 mph

Posted speed > 45 mph Orange

REFLECTORIZED CONE

DAYTIME

FOR NIGHTTIME

FLEXIBLE DELINEATOR VERTICAL PANEL

6

6

) 0 5 (1

) 0 5 (1 ( 200-300)

8-12

( 200-300)

4' (1.2 m)

36

12

( 300)

8

( 200)

( 900)

36

mi n.

5' ( 1. 5 m)

8-12

mi n.

36 ( 900)

8-12

*

*

) 0 5 (1

mi n.

(300)

6

36 ( 900)

12

24 (600)

) 0 5 (1

min.

*

6

24 (600)

) 0 0 (1

*

4

) 0 0 (1

) 0 0 (1

) 0 0 (1

4

4

4

( 200-300)

*

*

DRUM

POST MOUNTED

( 900)

CONE FOR

min. 24 (600) ) 0 4 0 (1 ) 0 0 (1 4

min.

TYPE I BARRICADE

TYPE III BARRICADE 6

) 0 5 (1

) 0 5 (1

8-12

6

*

Warning lights (if required)

pavement surface. 4' (1.2 m) All dimensions are in inches (millimeters)

m ax.

min.

2 ( 50)

mi n.

GENERAL NOTES All heights shown shall be measured above the

unless otherwise shown.

REVISIONS

DATE Illinois Department of Transportation

April 1,

2016

ENGINEER OF OPERATIONS April 1,

2016

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

APPROVED

VERTICAL BARRICADE

BARRICADE

* 36 ( 900)

DIRECTION INDICATOR

( 200-300)

TYPE II BARRICADE

4-1-16

Add dim's to barricades. Rev. note for post mnt. signs.

TRAFFIC CONTROL DEVICES

Rev. cone dtls. Add W12-I103.

DETECTABLE PEDESTRIAN CHANNELIZING BARRICADE

(Sheet 1 of 3) 1-1-15

Revised two sign numbers on sheet 2.

Added note reg.

PHOTO ENFORCED plaque.

STANDARD 701901-05

Warning light 18x18 (450x450)

(if required)

Orange flags

6' - 12' **

ROAD CONSTRUCTION

END

NEXT X MILES

CONSTRUCTION

G20-I104(0)-6036

G20-I105(0)-6024

This signing is required for all projects 2 miles (3200 m) or more in length.

(600 - 3 m)

5' (1.5 m) min. rural

Edge of

7' (2.1 m) min. urban

pavement

4' (1.2 m) rural

or face

6' (1.8 m) urban

ROAD CONSTRUCTION NEXT X MILES sign shall be placed 500' (150 m) in advance of pro-

SIGN

ject limits.

(IF SPECIFIED)

of curb

END CONSTRUCTION sign shall be erected at

mi n.

wood post

8' ( 2. 4 m)

24 - 10'

mi n. ***

Metal or 12 ( 300)

Edge of pavem ent

(1.8 m - 3.6 m)

the end of the job unless another job is within 2 miles (3200 m).

Dual sign displays shall be utilized on multiElevation of edge

Elevation of edge

of pavement

of pavement

lane highways.

WORK LIMIT SIGNING

5' (1.5 m) min.

SIGNS ON TEMPORARY SUPPORTS

embedment

***

POST MOUNTED SIGNS

When work operations exceed

be 5' (1.5 m) min. **

HIGH LEVEL WARNING DEVICE

four days, this dimension shall If located

When curb or paved shoulder are present

behind other devices, the height

this dimension shall

shall be sufficient to be seen

be 24 (600) to the

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

WORK

W21-Ill5(0)-3618

ZONE

completely above the devices.

SPEED

edge of the paved shoulder.

LIMIT R2-1-3648

24 (600) 5

7

(125)

(175)

XX

( 40)

PHOTO

7

24

( 600)

5

(513)

( 125)

SLOW

20•

X MI LES

( 175)

R.

1• 3•

( 90)

4

( 100)

STOP

R2-I106p-3618

MINIMUM

7 (180) Federal series B

5

XX'-XX"

$XXX FINE

8 (200) Federal series C

( 125)

MAX WI DTH

R10-I108p-3618 ****

ENFORCED

Sign assembly as shown on Standards or as allowed by District Operations.

END

16

WORK ZONE

(400)

SPEED LIMIT

G20-I103(0)-6036

This sign shall be used when the

AHEAD

XX'-XX" width and X miles are variable.

HIGHWAY CONSTRUCTION

- 2. 1 m)

6' - 7'

WIDTH RESTRICTION SIGN

(15)

SPEED ZONE SIGNS **** R10-I108p shall only be used along roadways

( 1. 8 m

W12-I103-4848

under the juristiction of the State.

REVERSE SIDE

FRONT SIDE Illinois Department of Transportation

April 1,

2016

ENGINEER OF OPERATIONS April 1,

2016

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

APPROVED

above sign assembly is used.



TRAFFIC CONTROL DEVICES

FLAGGER TRAFFIC CONTROL SIGN

(Sheet 2 of 3)

STANDARD 701901-05

24 (600) |

A

8' (2.4 m) ( 90) |

min. 5' (1.5 m)

3•

25'

25'

25'

(8 m)

(8 m)

(8 m)

A PLAN

Construction advance

200

200

200

(60 m) |

(60 m) |

(60 m) |

Traffi c

4' ( 1. 2 m)

Weep holes

mi n.

7' ( 2. 1 m)

30 ( 750)

mi n. mi n.

7' ( 2. 1 m)

24

mi n.

mi n.

6' ( 1. 8 m)

( 600)

min.

mi n.

min.

4' (1.2 m)

warning signs

25' (8 m) 5' (1.5 m)

1ƒ (45) | Face may be

TYPE C

ROOF

ROOF OR TRAILER

TRAILER

MOUNTED

MOUNTED

MOUNTED

stepped or smooth



TYPE B

Traffic

( 13) |

TYPE A

Epoxy channels 3• (90) |

ARROW BOARDS SECTION A-A

TYPICAL INSTALLATION

6 (150)

max.

max.

30' ( 9. 1 m) mi n.

Type A

6 (150)

6 (150) R11-2

flasher

max.

ROAD CLOSED

100' ( 30 m ) m ax.

TEMPORARY RUMBLE STRIPS

12 (300) min.

Edge of shoulder 12 (300) min.

Pavement Type A ROAD CLOSED TO ALL TRAFFIC

flasher

Reflectorized striping may be omitted

D OSE ROAD CL TO

on the back side of the barricades. If a Type III barricade with an attached

C I F RU TRAF TH

R11-4

ROAD CL OSE D TO TH RU TRAF F I C

sign panel which meets NCHRP 350 is not available, the sign may be mounted on an NCHRP 350 temporary sign support directly in front of the barricade.

Pavement ROAD CLOSED TO THRU TRAFFIC Reflectorized striping shall appear on

Illinois Department of Transportation

April 1,

2016

ENGINEER OF OPERATIONS April 1,

2016

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

APPROVED

TYPICAL APPLICATIONS OF TYPE III BARRICADES CLOSING A ROAD

both sides of the barricades.

TRAFFIC CONTROL

If a

Type III barricade with an attached sign panel which meets NCHRP 350 is not available, the signs may be mounted

DEVICES (Sheet 3 of 3)

on NCHRP 350 temporary sign supports directly in front of the barricade.

STANDARD 701901-05

Sign may be omitted

when distance is less than 150' (45 m)

W20-3(O)-36

W20-3(O)-36

W20-3(O)-36

ROAD

ROAD

ROAD

CLOSED

CLOSED

CLOSED

AHEAD

500 FT

AHEAD

Variable

500'

500' (150 m) min.

(150 m)

1000' (300 m) max.

CONDITION I When distance from closure to crossroad is less than 1500' (450 m)

W20-3(O)-36

W20-3(O)-36

ROAD

ROAD

CLOSED

CLOSED

500 FT

AHEAD

GENERAL NOTES Type III Barricades and R11-2-4830 signs shall be positioned as shown in "Road Closed To All Traffic" detail on Highway Standard 701901.

Two Type A Low Intensity Flashing Lights shall be used on each approach in advance of the work area during hours of darkness. One light shall be installed above the barricades and the other above the first advance warning sign. 1000' (300 m) and variable

500' (150 m)

All warning signs shall have minimum dimensions of 36 x 36 (900 x 900) and have a black legend on an orange reflectorized background.

When fluorescent signs are used, orange flags are not required.

Longitudinal dimensions may be adjusted to fit field conditions.

CONDITION II When distance from closure to crossroad

When the distance between the barricade and the

is greater than 1500' (450 m)

intersection is between 1500' (450 m) and 2000' (600 m), the advance sign shall be placed at the intersection. When the distance between the barricade and the intersection is over 2000' (600 m), an additional sign shall be placed at the intersection. The additional sign shall give the distance to the barricade in miles or fractions of

SYMBOLS

a mile. Work area

All dimensions are in inches (millimeters) unless otherwise shown.

Type III Barricade Illinois Department of Transportation

January 1,

2012

ENGINEER OF LOCAL ROADS AND STREETS January 1,

2012

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

APPROVED

DATE 1-1-12

REVISIONS Omitted two notes from GENERAL NOTES.

Sign with 18x18 (450x450) min. orange flag attached

TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION ON RURAL LOCAL HIGHWAYS

1-1-09

Switched units to English (metric).

STANDARD B.L.R. 21-9

CONDITION II CONDITION I

APPROACH TRAFFIC

APPROACH TRAFFIC STOPPED

DOES NOT STOP

(Existing) W20-3(O)-36

W20-3(O)-36

STOP

D

Variable

D

ROAD

ROAD

CLOSED

CLOSED

500 FT

AHEAD

500'

1000'

(150 m)

(300 m)

500' (150 m)

ROAD CLOSED AHEAD ROAD CLOSED

STOP

500 FT

W20-3(O)-36 (Existing)

SYMBOLS Work area

GENERAL NOTES Type III Barricades and R11-4-6030 signs shall be

Type III Barricade

positioned as shown in the "Road Closed To All Traffic" detail on Highway Standard 701901.

If the

Sign with 18x18 (450x450) min.

distance "D" exceeds 2000' (600 m), an additional

orange flag attached

set of barricades and R11-4-6030 shall be placed at each end of the work area.

Two Type A Low Intensity Flashing Lights shall be used on each approach in advance of the work area.

One light shall be installed above each

barricade.

If only one barricade is required, the

other light shall be installed above the first advance warning sign.

All warning signs shall have minimum dimensions of 36 x 36 (900 x 900) and have a black legend on an orange reflectorized background.

When fluorescent signs are used, orange flags are not required.

Longitudinal dimensions may be adjusted to fit field conditions.

All dimensions are in inches (millimeters) unless otherwise shown.

DATE Illinois Department of Transportation

January 1,

2012

ENGINEER OF LOCAL ROADS AND STREETS January 1,

2012

ENGINEER OF DESIGN AND ENVIRONMENT

1-1-97

APPROVED

ISSUED

APPROVED

1-1-12

REVISIONS Omitted two notes from GENERAL NOTES.

TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION ON RURAL LOCAL HIGHWAYS (TWO-LANE TWO WAY RURAL TRAFFIC)

1-1-09

Revised General Notes

(ROAD CLOSED TO THRU TRAFFIC)

and switched units to English (metric).

STANDARD B.L.R. 22-7

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