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•
1ƒ
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‡
5Š
(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