PROPOSED - Kane County, Illinois · PROJECT MANAGER JEAN-ALIX PERALTE PROJECT ENGINEER JOHN CLARK...
Transcript of PROPOSED - Kane County, Illinois · PROJECT MANAGER JEAN-ALIX PERALTE PROJECT ENGINEER JOHN CLARK...
JO DAVIESSWINNEBAGO
CARROLLOGLE
BOONE MC HENRY LAKE
DE KALBKANE
COOKDU PAGE
WHITESIDE LEE
WILL
KENDALL
GRUNDY
LA SALLE
KANKAKEE
HENRY BUREAU
PUTNAM
ROCK ISLAND
MERCER
KNOX
HE
ND
ER
SO
N
STARK
MARSHALL
PEORIA
LIVINGSTON
IROQUOIS
FORDMC LEANFULTONMC DONOUGH
WARREN
TAZEWELL
HANCOCK
ADAMS
SCHUYLER
BROWNCASS
MASON
LOGANDE WITT
MENARD
CHAMPAIGN VERMILION
DOUGLAS
PIATT
MACON
SANGAMONMORGAN
SCOTT
CHRISTIAN
PIKE
GREENE
JERSEY
MACOUPIN
CA
LH
OU
N
SHELBY
MOULTRIE
MONTGOMERY
COLES
EDGAR
CLARK
CUMBERLAND
JASPER CRAWFORDEFFINGHAM
CLAYRICHLAND LAWRENCE
WAYNE
ED
WA
RD
S
WA
BA
SH
BOND
FAYETTE
MARIONCLINTON
WASHINGTONJEFFERSON
MADISON
ST. CLAIR
MONROE
RANDOLPHPERRY
FRANKLIN
HAMILTON WHITE
SALINE GALLATINJACKSON
WILLIAMSON
JOHNSON POPE
HARDIN
MASSACPULASKI
ALE
XA
NDER
UNION
WOODFORD
LOCATION OF SECTION INDICATED THUS: -
J.U.L.I.E.
JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION
0
0
0
0
0
50’
50’
50’
50’
10’ 20’ 30’
100’
100’
100’
100’
100’ 200’ 300’
1’’= 20’
1’’= 30’
1’’= 40’
1’’= 50’
1’’= 10’
1’’= 100’
FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD
ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.
ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT
CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS
STEPHENSON
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
OR 811
1-800-892-0123
F.A.P.
KANE
COUNTY ENGINEER, KANE COUNTY
INDEX OF SHEETS
SHEET NO. DESCRIPTION
NET LENGTH OF IMPROVEMENT:OMISSIONS:EQUATIONS:GROSS LENGTH OF IMPROVEMENT:
T38
N
R8EAURORA TOWNSHIP
1"=1500’LOCATION MAP SCALE:
FAX: (312) 553-0661
(312) 553-0655
Chicago, Illinois 60606
200 W Monroe - Suite 1650
TRAFFIC DATA
APPROVED
DESIGN DESIGNATION:
FIE
LD EN
GIN
EER:
41,000SOUTH OF PROJECT:
23,100NORTH OF PROJECT:
2008 AVERAGE DAILY TRAFFIC
30 MPHMOT STAGING SPEED:
50 MPHPOSTED SPEED:
SUBURBAN SRA ROUTE
OF AURORA AND NORTH AURORA.
THIS PROJECT IS LOCATED IN THE CITY
STV Incorporatedengineers/architects/scientists/construction managers
SECTION 11-00202-03-BR
11-00202-03-BR336
38 NORTH
N.W. 1/4 SEC. 7
S.W. 1/4 SEC. 6
RANGE:
TOWNSHIP:
SECTION(S):
48 HOURS BEFORE CONSTRUCTION
08 EAST OF 3RD P.M.
STA. 49+55.48
IMPROVEMENT BEGINS
STA. 52+59.36
IMPROVEMENT ENDS
CONTRACT NO. ______________
OVER I-88 TOLLWAYF.A.P. ROUTE 336 (ORCHARD ROAD - C.H. 83)
CONTRACT NO. _____
303.88 LIN. FT. = 0.0576 MILESNONENONE
303.88 LIN. FT. = 0.0576 MILES
FED. ROAD DIST. NO. 1
38
2
3
4
5
6
7
8
9
10
11
12
1
1
15
16
17
18
19
20
21
34 38
-
-
22 31
32 33-
KANE COUNTYSTRUCTURE REHABILITATION
IDOT STANDARDS
KANE COUNTY STANDARDS
HIGHWAY STANDARDS
BAR SPLICER ASSEMBLY AND MECHANICAL SPLICER DETAIL
STRIP SEAL DETAILS
EXPANSION JOINT REPAIR DETAILS
PARAPET REPAIRS
DECK REPAIR DETAILS
DECK REPAIR PLAN REMOVAL AND BILL OF MATERIAL
GENERAL PLAN AND SECTION
CABLE PLANS, PHASING, AND SCHEDULE OF QUANTITIES
TEMPORARY TRAFFIC SIGNAL MODIFICATION PLAN
PROPOSED PAVEMENT MARKING PLAN
PLAN AND PROFILE
PLAN AND PROFILE
SUGGESTED STAGE OF CONSTRUCTION AND TRAFFIC CONTROL - STAGE 3
SUGGESTED STAGE OF CONSTRUCTION AND TRAFFIC CONTROL - STAGE 2
SUGGESTED STAGE OF CONSTRUCTION AND TRAFFIC CONTROL - STAGE 1
STAGE CONSTRUCTION DETAILS
ALIGNMENT, TIES, AND BENCHMARKS
EXISTING TYPICAL SECTION
SUMMARY OF QUANTITIES
GENERAL NOTES AND STANDARDS
COVER SHEET
13
14
15 21
SHEETS -
1 14
22 38
SHEETS -
EXP. DATE: 11/30/2013
NO. 062-055684
JOHN CLARK, P.E.
KANE COUNTY
DIVISION OF TRANSPORATION
HIGHWAY PLANSPROPOSED
KANE COUNTY
DIVISION OF TRANSPORATION
PROJECT MANAGER JEAN-ALIX PERALTE
PROJECT ENGINEER JOHN CLARK
STATION 51+04.00
S.N. 045-3121
PROPOSED BRIDGE REPAIR
Standard Specifications for Highway Bridges."
complies with requirements of the current AASHTO
is an economical one for the style of structure and
for the design loading shown on the plans. The design
and belief, this bridge design is structurally adequate
"I certify that to the best of my knowledge, information
SHEETS -
EXP. DATE: 11/30/2012
ILLINOIS STRUCTURE NO. 081-005343
LAWRENCE KIRCHNER, P.E., S.E.
NTS
GENERAL NOTES - MISCELLANEOUS
GENERAL NOTES - ROADWAY
GENERAL NOTES - DRAINAGE
GENERAL NOTES - TRAFFIC CONTROL
GENERAL NOTES - UTILITIES
TRAFFIC CONTROL DEVICES
URBAN LANE CLOSURE, MULTILANE INTERSECTION
TYPICAL APPLICATIONS RECESSED REFLECTIVE PAVEMENT MARKERS
TYPICAL PAVEMENT MARKINGS
URBAN LANE CLOSURE, MULTILANE, 2W WITH MOUNTABLE MEDIAN
STANDARD SPECIFICATIONS.
CONTRACTOR SHALL COOPERATE WITH ALL UTILITY OWNERS AS PROVIDED FOR IN THE
OR MOVED, IF NECESSARY, PRIOR TO THE START OF CONSTRUCTION OPERATIONS. THE
FACILITIES SO THE UTILITIES AND THEIR APPURTENANCES MAY BE LOCATED AND ADJUSTED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL EXISTING
UTILITIES AND THE COUNTY.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE RESPECTIVE
COST THEREOF SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT.
OF THE UTILITIES AS SPECIFIED HEREIN WILL NOT BE PAID FOR SEPARATELY, BUT THE
TO PREVENT SETTLEMENT, DISPLACEMENT, OR DAMAGE TO THE UTILITIES. THE PROTECTION
ENGINEER, THE CONTRACTOR SHALL BRACE AND SUPPORT THE UTILITIES PROPERLY IN ORDER
THE CONTRACTOR SHALL PROTECT EXISTING AND NEW UTILITIES. WHEN REQUIRED BY THE
KANE COUNTY HIGHWAY STANDARDS
IDOT HIGHWAY STANDARDS
DISTRICT ONE STANDARDS
GENERAL NOTES - BRIDGE AND APPROACH REPAIR
2
2
KC781001-04
AND DRIVEWAYS
TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS,
DISTRICT ONE TYPICAL PAVEMENT MARKINGS
BUTT JOINT AND HMA TAPER DETAILS
PAVEMENT MARKING LETTERS AND SYMBOLS FOR TRAFFIC STAGINGTC-16
TC-14
TC-13
TC-10
BD-32
TO TRAFFIC)
TRAFFIC CONTROL AND PROTECTION AT TURN BAYS (TO REMAIN OPEN
TEMPORARY CONCRETE BARRIER
COST OF TRAFFIC CONTROL AND PROTECTION, STANDARDS 701606 AND 701701.
RESIDENT ENGINEER. THE COST FOR COVERING EXISTING SIGNS SHALL BE INCLUDED IN THE
THE TRAFFIC CONTROL PLAN. EXISTING SIGNS TO BE COVERED SHALL BE DIRECTED BY THE
THE CONTRACTOR SHALL COVER ANY EXISTING SIGNS THAT CONFLICT WITH THE INTENT OF
THE CONTRACTOR SHALL NOT MOUNT SIGNS ON EXISTING SIGNS.
BY THE STATE OR LOCAL AGENCY.
FOR HIS OPERATIONS THAT WOULD INTERFERE WITH SNOW REMOVAL OPERATIONS PERFORMED
THE IMMEDIATE REMOVAL OF ANY MAINTENANCE OF TRAFFIC PROTECTIVE DEVICES REQUIRED
THE CONTRACTOR IS ADVISED THAT IN THE EVENT OF SNOW, HE WILL BE RESPONSIBLE FOR
COMPLIANCE WITH THIS REQUIREMENT SHALL BE INCLUDED IN THE CONTRACT.
REQUIREMENTS AND HARD HATS AT ALL TIMES WHILE ON THE CONSTRUCTION SITE.
WEAR FLUORESCENT YELLOW/GREEN CONSTRUCTION VESTS CONFORMING TO ANSI CLASS 2
FLUORESCENT VESTS AND HARD HATS: ALL CONSTRUCTION PERSONNEL WILL BE REQUIRED TO
FOUR SANDBAGS PER BARRICADE.
ACROSS EACH BOTTOM RAIL. ALL TYPE III BARRICADES SHALL REQUIRE A MINIMUM OF
I OR TYPE II BARRICADE USED. ONE (1) WEIGHTED SAND BAG SHALL BE INSTALLED
THE CONTRACTOR WILL PROVIDE AND INSTALL TWO (2) WEIGHTED SAND BAGS ON EACH TYPE
NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE CONTRACT.
OPERATIONS, ALL STRUCTURES SHALL BE FREE OF DIRT AND DEBRIS. THIS WORK SHALL
AT THE CLOSE OF EACH WORKING DAY. AT THE CONCLUSION OF CONSTRUCTION
PIPES, OR DRAINAGE STRUCTURES DUE TO CONSTRUCTION OPERATIONS SHALL BE REMOVED
ANY LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DITCHES, GUTTERS, CROSSROAD
BUT SHALL BE INCLUDED IN THE CONTRACT.
SEWERS ARE BUILT AND IN SERVICE. THIS WORK SHALL NOT BE PAID FOR SEPARATELY,
THESE TEMPORARY CONNECTIONS UNTIL SUCH TIME AS THE PERMANENT CONNECTIONS WITH
OUTLET, AND BE PREPARED AT ALL TIMES TO DISPOSE OF THE WATER RECEIVED FROM
AND SEWERS, AND DISCHARGE THE SAME. HE SHALL PROVIDE AND MAINTAIN A TEMPORARY
FACILITIES TO TAKE IN ALL STORM WATER WHICH WILL BE RECEIVED BY THESE DRAINS
ALL PRIVATE OR PUBLIC DRAINS, SEWERS, INLETS OR CATCH BASINS. HE SHALL PROVIDE
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR
CONSTRUCTION OF THIS PROJECT. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED,
THE CONTRACTOR SHALL MAINTAIN THE SURFACE DRAINAGE OF THE ROAD DURING
FRAMES AND GRATES SHALL BE TO THE CENTER OF DRAINAGE STRUCTURE.
GRATES, OR FRAMES AND LIDS. OFFSETS FOR CATCH BASINS WITH OPENINGS FOR TWO (2)
UNLESS OTHERWISE NOTED, ALL OFFSETS SHALL BE TO THE CENTER OF FRAMES AND
AS DIRECTED BY THE ENGINEER.
REQUIRE REVISIONS TO MEET EXISTING FIELD CONDITIONS. ANY ADJUSTMENTS SHALL BE
AVAILABLE AS-BUILT PLANS. THE INVERTS OF THE PROPOSED DRAINAGE STRUCTURES MAY
INSTALLATION OF DRAINAGE ITEMS. ELEVATIONS OF SEWER LINES WERE DETERMINED FROM
ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO
LENGTHS AND SIZES OF STORM SEWERS AS SHOWN ON THE PLANS AND DRAINAGE STRUCTURE
INCLUDED IN THE UNIT PRICE FOR THE PROPOSED ITEM OF WORK SPECIFIED.
THE COST OF MAKING ANY CONNECTIONS TO EXISTING DRAINAGE STRUCTURES SHALL BE
GENERAL NOTES AND STANDARDSORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
780001-03
704001-07
701901-02
701701-08
701606-08
N/A N/A
THE INSTALLATION OF ALL NEW SIGNS.
ENGINEER 72 HOURS PRIOR TO THE REMOVAL OF EXISTING SIGNS AND TWO WEEKS PRIOR TO
SHALL BE PERFORMED BY THE KDOT SIGN SHOP. THE CONTRACTOR SHALL CONTACT THE
PROPOSED SIGNS (AS SPECIFIED IN THE PLANS AND AS DIRECTED BY THE ENGINEER)
THE REMOVAL OF ALL EXISTING CONFLICTING SIGNS AND THE INSTALLATION OF ALL
OF 0.10 GAL. PER SQ. YD.
THE BITUMINOUS MATERIAL PRIME COAT QUANTITIES HAVE BEEN DETERMINED USING A RATE
KIND AT NO ADDITIONAL COST TO THE CONTRACT.
OPERATIONS OR DAMAGED BY THE CONTRACTOR SHALL BE RECONNECTED AND/OR REPLACED IN
EXISTING FENCE THAT HAS BEEN DISCONNECTED AND/OR REMOVED FOR THE CONTRACTOR’S
AT THE CONTRACT UNIT PRICE FOR THE PROPOSED ITEM OF WORK SPECIFIED.
ITEMS IN THE FIELD, UNLESS OTHERWISE SHOWN. THE TRANSITIONS SHALL BE PAID FOR
TEN FOOT TRANSITIONS SHALL BE USED TO MATCH PROPOSED ITEMS OF WORK TO EXISTING
THE CONTRACTOR SHALL BE REPAIRED BY HIM AT HIS OWN EXPENSE.
EXISTING ITEMS WHICH WILL NOT BE REMOVED. ANY DAMAGE DONE TO EXISTING ITEMS BY
THE CONTRACTOR SHALL USE CARE IN GRADING OR EXCAVATING NEAR ANY AND ALL
MARKINGS SHALL BE INCLUDED IN THE COST OF PAVEMENT MARKING REMOVAL.
COST OF BRIDGE DECK SCARIFICATION, 1�". REMOVAL OF EXISTING RECESSED PAVEMENT
REMOVAL OF EXISTING RAISED REFLECTIVE PAVEMENT MARKERS SHALL BE INCLUDED IN THE
ENGINEER SHALL BE INCLUDED IN THE COST OF THE ITEM BEING REMOVED.
SAW CUTTING PRIOR TO ANY REMOVAL ITEMS NOTED ON THE PLANS OR DIRECTED BY THE
PLANS AT NO ADDITIONAL COST.
THAT IS DAMAGED BY THE CONTRACTOR’S FORCES DURING THE CONSTRUCTION OF THESE
THE CONTRACTOR IS REQUIRED TO REPAIR AND RESTORE ANY ROADWAY APPROACH PAVEMENT
EXISTING RIGHT-OF-WAY LIMITS SHOWN ON THE PLANS ARE APPROXIMATE.
THE WORK AREA AND/OR CONSTRUCTION LIMITS.
THE CONTRACTOR’S PERSONNEL SHALL NOT BE ALLOWED TO PARK PERSONAL VEHICLES IN
ALLOWED TO THE CONTRACTOR FOR COMPLIANCE WITH THE ABOVE REQUIREMENTS.
SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE
PROPOSED CURB LINES. ANY ADDITIONAL STAGING AREAS ADJACENT TO THE PROJECT ARE
THE WORK AREA AND/OR CONSTRUCTION LIMITS, AND THE AREA IMMEDIATELY ADJACENT TO
THE CONTRACTOR’S OPERATIONS AND TEMPORARY STORAGE ACTIVITIES SHALL BE LIMITED TO
REGARDING AIR, WATER, AND NOISE POLLUTION.
THE CONTRACTOR WILL BE REQUIRED TO COMPLY WITH STATE OR LOCAL REGULATIONS
MOBILIZATION.
COMMENCING WITH CONSTRUCTION. ANY FEES SHALL BE INCLUDED IN THE COST OF
THE CONTRACTOR, AS REQUIRED, SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
THE SCHEDULE SHOWS PLACEMENT OF R.O.W. MARKERS, SHALL REMAIN UNDISTURBED.
MONUMENTS AS NECESSARY. ALL PROPERTY CORNERS EXCEPT THOSE WITHIN AREAS WHERE
AUTHORIZED SURVEYOR OR AGENT WILL WITNESS OR OTHERWISE REFERENCE AND RESET
CAREFULLY PRESERVE ALL PROPERTY MARKS AND MONUMENTS. THE ENGINEER, OR AN
NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND
WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE ENGINEER SHALL BE
DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS.
AND KANE COUNTY DIVISION OF TRANSPORTATION AS SHOWN.
INTERPRETED AS THE LATEST STANDARD OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION
ANY REFERENCE TO STANDARDS THROUGHOUT THE PLANS OR SPECIAL PROVISIONS SHALL BE
GENERAL NOTES - TRAFFIC SIGNALS
SYSTEM.
DETECTION CAMERAS SHALL BE INCLUDED IN THE COST OF THE VIDEO VEHICLE DETECTION
PURCHASING, PULLING, AND REMOVING OF WIRE NEEDED FOR OPERATION OF VIDEO
THE COST ASSOCIATED WITH THE DISCONNECTING AND RECONNECTING OF DETECTION LOOPS,
INCLUDED IN THE COST OF PROTECTIVE SHIELDING.
INSTALLATION OF PROTECTIVE SHIELDING AND SHALL NOT BE PAID FOR SEPARATELY BUT
SHIELDING SHALL INCORPORATE NECESSARY MAINTENANCE OF TRAFFIC PLANS FOR
FOR REVIEW TO THE RESIDENT ENGINEER AND THE TOLLWAY. DESIGN OF PROTECTIVE
TOLLWAY PROPERTY. THE DESIGN OF THE SHIELD WILL BE SUBMITTED BY THE CONTRACTOR
CONTRACTOR IS TO PROVIDE PROTECTIVE SHIELDING TO AVOID DEBRIS FROM FALLING ONTO
TRANSPORTATION, AND WILL BE MADE AVAILABLE TO CONTRACTOR UPON WRITTEN REQUEST.
THE EXISTING BRIDGE PLANS ARE AVAILABLE AT THE KANE COUNTY DIVISION OF
CONTRACT.
WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE
DEPOSITED DURING THE VARIOUS CONSTRUCTION OPERATIONS. THE WORK SPECIFIED ABOVE
OF EACH WORKING DAY. ALL DRAINAGE STRUCTURES SHALL BE FREE OF DIRT AND DEBRIS
ANY MATERIAL DEPOSITED INTO DRAINAGE STRUCTURES SHALL BE REMOVED AT THE CLOSE
CONCRETE AS DETERMINED BY THE ENGINEER.
AREAS SHALL BE REMOVED TO THE WIDTH, LENGTH AND DEPTH REQUIRED TO REACH SOUND
DETERMINED BY THE ENGINEER IN THE FIELD AT THE TIME OF CONSTRUCTION. CONCRETE
LOCATIONS OF PARTIAL AND FULL DEPTH BRIDGE DECK REPAIR AREAS SHALL BE
PRICE BID FOR THE WORK.
THE CONTRACTOR WILL BE PAID FOR THE QUANTITY ACTUALLY FURNISHED AT THE UNIT
CAUSE FOR ADDITIONAL COMPENSATION FOR A CHANGE IN SCOPE OF THE WORK, HOWEVER,
PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS. SUCH VARIATIONS SHALL NOT BE
AND DETAILS AFFECTING NEW CONSTRUCTION AND MAKE NECESSARY APPROVED ADJUSTMENTS
CONSTRUCTION VARIATIONS. THE CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS
PLAN DIMENSIONS AND DETAILS RELATIVE TO EXISTING PLANS ARE SUBJECT TO NOMINAL
REINFORCEMENT BARS DESIGNATED (E) SHALL BE EPOXY COATED.
SEE SPECIAL PROVISIONS.
REINFORCEMENT BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 706 GRADE 60.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
General
Notes.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 20.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
SUMMARY OF QUANTITIES
NTS
3
3
!
!
!
!
!
UNIT
35501308
40600100 GALLON
40600300 TON
40603595 TON
42001300
44000100
67100100 MOBILIZATION SUML
70102625 SUML
70102635 SUML
70106800
70300100 FOOT
70301000
78009000
78009004 FOOT
78009006 FOOT
78009012 FOOT
78009024 FOOT
X7810300 EACH
78300100
Z0013798
! RECESSED REFLECTIVE PAVEMENT MARKER
50102400
50157300
50300255
50300260
50800205
50800515
52000110
58700300
59000200
59300100
CU YD
SQ YD
CU YD
SQ YD
POUND
SQ FT
CU YD
EACH
FOOT
FOOT
CONCRETE REMOVAL
PROTECTIVE SHIELD
CONCRETE SUPERSTRUCTURE
BRIDGE DECK GROOVING
REINFORCEMENT BARS, EPOXY COATED
BAR SPLICERS
PREFORMED JOINT STRIP SEAL
CONCRETE SEALER
EPOXY CRACK INJECTION
CONTROLLED LOW-STRENGTH MATERIAL
SQ YD
SQ FT
BRIDGE DECK SCARIFICATION 1 1/2"Z0012136
Z0012754 STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES)
Z0016200 DECK SLAB REPAIR (PARTIAL) SQ YD
Z------- SQ YDBRIDGE DECK LATEX CONCRETE OVERLAY, 1 1/2 INCHES
16.0
146
16.0
172
438
36
10
216
70300510 PAVEMENT MARKING TAPE, TYPE III - LETTERS AND SYMBOLS SQ FT
70300520
70300560
70300570 FOOT
FOOT
FOOTPAVEMENT MARKING TAPE, TYPE III 4"
PAVEMENT MARKING TAPE, TYPE III 12"
PAVEMENT MARKING TAPE, TYPE III 24"
70400100
70400200
TEMPORARY CONCRETE BARRIER FOOT
FOOTRELOCATE TEMPORARY CONCRETE BARRIER
85000200 MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION
Z0030260
Z0030332
EACH
EACH
! INDICATES SPECIALTY ITEM
SUMMARY OF QUANTITIESORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
819
82
2
98
819
819
454
1.3
1
1
1
8
1499
835
43,640
2,040
2,543
2,059
461
18,521
1012.5
1050.0
291
13,000
1,582
563
161
195
6,301
1
2,765
1
2
2
2,765
N/A N/A
ITEMS AS ORDERED BY THE ENGINEER DOLLARS 200,000
Z0033072 EACH 1VIDEO VEHICLE DETECTION SYSTEM
MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS
CODE NO.PAY ITEM
QUANTITY
TOTAL
HOT-MIX ASPHALT BASE COURSE, 6" SQ YD
BITUMINOUS MATERIALS (PRIME COAT)
AGGREGATE (PRIME COAT)
POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, MIX "F", N90
PROTECTIVE COAT SQ YD
PAVEMENT REMOVAL SQ YD
TRAFFIC CONTROL AND PROTECTION, STANDARD 701606
TRAFFIC CONTROL AND PROTECTION, STANDARD 701701
CHANGEABLE MESSAGE SIGN CAL MO
SHORT-TERM PAVEMENT MARKING
WORK ZONE PAVEMENT MARKING REMOVAL SQ FT
SQ FT
MODIFIED URETHANE PAVEMENT MARKING - LINE 4"
MODIFIED URETHANE PAVEMENT MARKING - LINE 6"
MODIFIED URETHANE PAVEMENT MARKING - LINE 12"
PAVEMENT MARKING REMOVAL SQ FT
CONSTRUCTION LAYOUT
MODIFIED URETHANE PAVEMENT MARKING - LINE 24"
L SUM
!
!
!
!
!
!
!
IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3
IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3
EACH
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Su
mmary
Quantities.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 10.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
SDZ
RAB4
SHEET NO. OF SHEETS4 38
JAPEXISTING TYPICAL SECTION
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
GENERAL NOTES:
SEE PLAN SHEET FOR BRIDGE DECK TYPICAL SECTIONS
15
(APPRX. 30% OF UTILIZED SHOULDER AREA)
OF SOME SHOULDER WORK BEING REQUIRED.
SUMMARY OF QUANTITES SHEET IN ANTICIPATION
SOME QUANTITES HAVE BEEN ADDED TO THE
CONSTRUCTION AND TRAFFIC STAGING PLANS.
DONE TO SHOULDERS CAUSED FROM THE
SHOULDER WILL BE REQUIRED FOR DAMAGED
AS DIRECTED BY ENGINEER. REPLACEMENT OF
SHOULDERS WILL BE REMOVED AND REPLACED
EXISTING CROSS SECTION
SHOULDERPAINTED MEDIANSHOULDER
4:14:1
EXIS
TIN
G
R.O.W.
EXIS
TIN
G
R.O.W.
~
ORCHARD ROAD
EXISTING
(LOOKING NORTH)
12’-0"12’-0"
24’-0"
SB TRAFFIC LANES
70’ TO 130’
70’ TO 155’
24’-0"
NB TRAFFIC LANES
12’-0" 12’-0" 8’-0"16’-0"8’-0"
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
zulkowsd=USER NAME
8.0000 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Typical Section.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.P.
KANE
DIVISION OF TRANSPORTATION
KANE COUNTY 38
HSIP-XXXX (XXX)
CONTRACT NO. XXXXXC-XX-XXX-XX
11-00202-03-BR336
10-17-2012
40 50 60
70
EXIST. CURVE EX_ORCHARD-1
PI STA. = 37+56.72
R = 5,729.58’
T = 79.78’
L = 159.55’
E = 0.56’
e = _____
T.R. = _____
S.E. RUN = _____
P.C. STA. = 36+76.94
P.T. STA. = 38+36.49
PI
Sta 37
+56.7
2
PC
Sta 36
+76.9
4
PO
T
Sta 32
+23.8
6
PT
Sta 38
+36.4
9
PI
Sta 42
+99.8
0
PC
Sta 55
+76.6
9
PI
Sta 64
+14.6
0
PT
Sta 72+40.7
2
EXIST. CURVE EX_ORCHARD-2
PI STA. = 64+14.60
R = 5,729.58’
T = 837.92’
L = 1,664.04’
E = 60.95’
e = _____
T.R. = _____
S.E. RUN = _____
P.C. STA. = 55+76.69
P.T. STA. = 72+40.72
CO
NC.
CO
NC.
BIT.
BIT.
GN
D.
ME
DIA
N
PAIN
TE
D
HE
AD
WA
LL
CO
NC.
CO
NC.
GN
D.
ORCHARD ROAD
1"=50’
11
1"=50’
11
1"=50’
11 1
1
1
BENCHMARKS CONTROL POINTS
1
POINT NORTHING EASTING ELEVATION DESCRIPTIONBENCHMARK ELEVATION DESCRIPTION
EB I-88
RA
MP
WB I-88
RA
MP
( EA
ST-
WES
T
TO
LL
WA
Y)
IN
TE
RS
TA
TE 88
5
5
POINT NORTHING EASTING
CENTERLINE ORCHARD ROAD
STATION
OR1
OR2
OR4
OR3
687.315
686.167
687.540
692.019SIDE OF GARDEN WAY AT NORTH END OF JOB, WEST SIDE
CHISELED SQ. ON THE SOUTH EDGE OF LIGHT POLE ON NORTH
OF SOUTH ON/OFF RAMP AT I-88
CHISELED SQ. AT CENTER OF WEST END OF WALK
(SOUTH END OF JOB)
ORCHARD ROAD BUISNESS PARK AT BUSHWOOD DRIVE
CHISELED SQ. ON N.E. CORNER OF SIGN FOUNDATION FOR
RAMP (SOUTH END OF JOB)
COM ED VAULT NEAR S.W. CORNER OF PLAZA 64 AT NORTH
CHISELED SQ. ON N.W. CORNER OF CONCRETE BASE OF
ORCH001 1,865,992.31 972,749.62 32+23.86
ORCH002 1,867,068.10 972,760.08 42+99.80
° 21’44"N 1 ° 07’15"N 0
ELEVATION
NGS MONUMENTS
MONUMENT
704.412
704.43
692.946
USGS 2 RGW 1963
USGS 2 RGW 1964
ZAU B 1995
OFFSET 8.05’ LT
STA 33+85.00
CP #102
OFFSET 1.93’ LT
STA 39+78.78
CP #103
OFFSET 64.21’ RT
STA 44+66.24
CP #104
OFFSET 37.76’ LT
STA 52+58.98
CP #106
OFFSET 37.37’ RT
STA 49+55.57
CP #105
OFFSET 66.06’ RT
STA 57+61.32
CP #107
OFFSET 2.67’ LT
STA 67+74.75
CP #108
103 1,866,747.079 972,759.450 685.422 MAG NAIL
104 1,867,235.506 972,823.936 690.862 MAG NAIL
105 1,867,724.777 972,796.070 701.581 CROSSCUT
106 1,868,027.199 972,720.292 702.280 CROSSCUT
107 1,868,528.433 972,826.875 690.500 MAG NAIL
109 1,867,946.039 972,867.793 680.452 MAG NAIL
110 1,867,940.458 972,655.296 681.059 MAG NAIL
CONTROL POINT 102
102 1,866,153.454 972,745.428 689.004 IRC
108 1,869,535.978 972,877.073 691.411 IRC
1"=25’ 1"=25’
CONTROL POINTS 108 CONTROL POINT 109 CONTROL POINT 110
EX. BRIDGEORCHARD ROAD ORCHARD ROAD GA
RD
EN
WA
Y
MEDIAN NOSE
90.84’
90.20’
80.33’
CURB
END OF
CURB
END OF
CONCRETE CORNER
15.3
3’
9.18’
8.73’
CORNER
CONCRETE
10.2
7’
10.02’
8.07’ SCUPPER FRAME
CORNERS OF
CONTROL POINT 103 CONTROL POINT 104 CONTROL POINT 105 CONTROL POINT 106
CONTROL POINT 107
1"=50’
BUSHWOOD DRIVE
BOC
CUSTOM
BEE HIVE
CENTER OF
18.90’
17.87’5
.05’
BOC
CUSTOMSCUPPER FRAME
CORNERS OF
1"=25’
8.8
2’
9.32’
8.82’
1"=25’
CORNER
CONCRETE
CONCRETE CORNER
12.4
8’
9.68’
9.74’
IN CURB
CROSSCUT
IN CURB
CROSSCUT
3.3
0’ 5
.70’
8.5
8’
1"=25’
GN
D.
BIT.
BIT.
30.0
2’
6.20’12.64’
ON POLE
S.E. BOLT
(METAL FRAME)
HANDHOLE
S.W. CORNER OF(METAL FRAME)
HANDHOLE
N.W. CORNER OF
(METAL FRAME)
HANDHOLE
S.E. CORNER OF
OF INLET
N.E. CORNER
(METAL FRAME)
HANDHOLE
S.W. CORNER OF
S.W. CORNER
CROSSCUT IN
S.W. CORNER
CROSSCUT IN
ON POLE
S.E. BOLT
OF B.M.-88
S.W. CORNER
680.749BM-88
16.7
0’
36.10’
53.6
8’
WEST SIDE OF ORCHARD ROAD, NORTH OF INTERSTATE 88
CHISELED SQ. ON THE SOUTHEAST EDGE OF UTILITY VAULT ON
MOST CORNER
IN NORTHERN
CROSSCUT
OFFSET 109.56’ RT
STA 51+76.68
CP #109
OFFSET 102.95’ LT
STA 51+71.54
CP #110
1" = 150’ 32+23.86 72+40.72
ALIGNMENTS, TIES AND BENCHMARKS
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
GENERAL NOTE
ELEVATIONS BASED ON N.A.V.D. 88 DATUM
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Align-
Tie-
Bench\
AL01.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 300.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
CROSS SECTION-STAGE I
CROSS SECTION-STAGE II
(Looking North)
(Looking North)
GENERAL NOTES FOR TRAFFIC CONTROL:
11’-0" 11’-0"
7’-0"
7’-0"
11’-0" 11’-0" 4’-0" 11’-0" 11’-0"
3’-1" 3’-1"
3’-1" 3’-1"
SB Traffic Lanes
22’-0"
NB Traffic Lanes
22’-0"
NB Traffic Lanes
22’-0"
SB Traffic Lanes
22’-0"
3 Spaces @ 6’-8"=20’-0" (Bridge Widening)3 Spaces @ 6’-8"=20’-0" (Bridge Widening)
3 Spaces @ 6’-8"=20’-0" (Bridge Widening)3 Spaces @ 6’-8"=20’-0" (Bridge Widening)
STAGE CONSTRUCTION DETAILS
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
(Looking North)
3’-1" 3’-1"
NB Traffic Lanes
22’-0"
SB Traffic Lanes
22’-0"
3 Spaces @ 6’-8"=20’-0" (Bridge Widening)3 Spaces @ 6’-8"=20’-0" (Bridge Widening)
4’-0"
Stage I Removal and Construction
28’-0"
1’-0"
1’-0"
ROAD
CLOSED
ROAD
CLOSED
ROAD
CLOSEDROAD
CLOSED
ROAD
CLOSED
ROAD
CLOSED
of the Engineer.
proposed traffic control plans shall be submitted for the written approval
but not at the expense of public safety or convenience. Any Contractor-
improve or modify the traffic control plans for his/her construction needs
traffic during execution of this Contract. However, the Contractor may
The traffic control plans shall serve as a guide for safe diversion of
All signs shall be post mounted.
existing signs.
The Contractor shall not mount construction traffic control signs on
All temporary pavement marking tape shall be Type III.
is started.
PAVEMENT MARKING and shall be in place before removal for each stage
Construction Section 700 WORK ZONE TRAFFIC CONTROL, SIGNING AND
Streets and Highways" and the Standard Specifications for Road and Bridge
or the latest edition of the "Manual of Uniform Traffic Control Devices for
All the traffic control devices shall conform to the Traffic Control plans
11’-0" 11’-0"
6 Spaces @ 6’-10"=41’-0" (Original Construction)
6 Spaces @ 6’-10"=41’-0" (Original Construction)
11’-0" 11’-0"
5’-0"
11’-0"11’-0"
5’-0"
6 Spaces @ 6’-10"=41’-0" (Original Construction)
CROSS SECTION-STAGE III
1’-0"
1’-0"
shoulder shall be maintained at all times on either side of traveled way
available to through traffic at all times. Additionally, a minimum of 1’-0" of
A minimum of two 11’-0" lanes in each direction over the bridge shall be
1’-0"
MIN. MIN.
MIN.
MIN.MIN.
1’-0"
MIN.
1’-0"
MIN.
1’-0"
MIN.
/RAB6
6
constructed only if approved by the Engineer.
pavement markings and replacement of paved shoulder will be
paint pavement markings and replacement of paved shoulder. Permanent
An item and estimated quantity has been included for permanent
the existing posted speed limit of 50 MPH.
Speed limit through construction area shall be reduced to 30 MPH down from
markings for traffic control and protection shall be removed.
Existing pavement markings in conflict with the temporary pavement
NARRATIVE FOR TRAFFIC CONTROL STAGES:
conditions as directed by the Engineer at no additional cost to the Contract.
701606-08, 701701-08, and 701901-02 and may be adjusted to fit field
shall be according to the maintenance of traffic plans and Highway Standards
The type, number, location and spacing of all signs and traffic control devices
of the engineer. Estimated quantities has been included for this work.
Short term pavement markings shall be used as necessary at the direction12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
displayed on message boards shall be approved by the engineer.
boards beyond the northern and southern limits of the project. Message
Two weeks prior to construction, contractor shall place changeable message
the bridge. Traffic lanes shall be a minimum of 11’ wide on Orchard Road.
Traffic shall shift to the west to avoid the work zone on the east side of
Stage I Traffic
Stage I Construction
Stage II Traffic
Stage II Construction
as shown on the plans, including necessary traffic signal modifications
Temporary traffic controls shall be in place at the beginning of each stage
Traffic lanes shall be a minimum of 11’ wide on Orchard Road.
shift to the west to avoid the work zone on the center of the bridge.
Northbound traffic shall shift to the east, while southbound traffic shall
the bridge. Traffic lanes shall be a minimum of 11’ wide on Orchard Road.
Traffic shall shift to the east to avoid the work zone on the west side of
Stage III Traffic
Stage III Construction
approach slabs. This includes repairs needed at the expansion joints.
constructed on the western third (28’) of the bridge deck and
The 1 1/2" of bridge deck scarification and latex overlay shall be
approach slabs. This includes repairs needed at the expansion joints.
constructed on the center third (28’) of the bridge deck and
The 1 1/2" of bridge deck scarification and latex overlay shall be
approach slabs. This includes repairs needed at the expansion joints.
constructed on the eastern third (28’) of the bridge deck and
The 1 1/2" of bridge deck scarification and latex overlay shall be
engineer.
and replacement of paved shoulders shall be completed as directed by the
and permanent pavement markings shall be restored. Additionally, evaluation
After bridge repairs have been completed, restoration of signal actuation
NTS N/A N/A
Stage II Removal and Construction
28’-0"
Stage III Removal and Construction
28’-0"
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
MO
T -
Typical Sections.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 8.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
EX. R.O.W.
50+00 55+00
60+00
35+00 40+00 45+00
MA
TC
HLIN
E
ST
A.
49
+00.0
0
MA
TC
HLIN
E
ST
A.
49
+00.0
0
0 50 50
HORIZONTAL SCALE
0 50 50
HORIZONTAL SCALE
STAGE ONE: GENERAL NOTESLEGEND
3.
2.
1.
DIRECTION OF TRAVEL
TEMPORARY MOT SIGN
CONCRETE BARRIER WALL
CRASH ATTENUATOR
CONSTRUCTION ZONE
TYPE III BARRICADE
DRUMS WITH STEADY BURN LIGHT
7
71" = 50’ 39+02.15 62+00.00
EX.
R.O.W.
EX.
R.O.W.
EX. R.O.W.
4.
5.
BE DETERMINED BY ENGINEER
WEEK ADVISORY PERIOD SHALL
DISPLAYED DURING THE TWO
OF STAGE ONE. MESSAGE
WEEKS PRIOR TO THE START
DISPLAYED AT LEAST TWO
MESSAGE BOARDS SHALL BE
OF THE SHIFT
POINTING IN THE DIRECTION
TAPER SECTIONS AND PLACED
DRUMS LOCATED WITHIN
SHALL BE PLACED ON
DIRECTIONAL INDICATORS
SUGGESTED STAGE OF CONSTRUCTION AND TRAFFIC CONTROL - STAGE 1ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
WORKERS NOT PRESENT ON JOB SITE.
WORKERS SIGNS TO BE REMOVED WHEN
*
*
*
13 14
MODIFIED DURING THIS STAGE
INTERSECTION SHALL NOT BE
NORTH INTERSTATE RAMP
CABLE PLANS SHEET &
DETECTION SEE SIGNAL AND
OPPERATED UNDER VIDEO
INTERSECTION SHALL BE
SOUTH INTERSTATE RAMP
OTHERWISE NOTED
CENTER TO CENTER UNLESS
BARREL SPACING SHALL BE 25’ 6.
FEET UNLESS OTHERWISE STATED
MINIMUM SIGN SPACING IS 100
EX.
R.O.W.
EX.
R.O.W.
EX. R.O.W.
EX. R.O.W.
EX.
R.O.W.
EX.
R.O.W.
ONLYONLY ONLY
239’ STORAGE
11’
11’
11’11’
11’
11’
11’11’
11’
11’
11’
11’
11’
12’
11’
+50.04
25:1 TAPER (179’)
11’
12’
12’
25:1 TAPER (331’)
12’
12’
12’
12’
48"x48"
W1-4bL
48"x48"
W1-4bL
48"x48"
W1-4bL
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
48"x48"
W3-5(0)
WORKERS
48"x48"
W21-I110(0)
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
350’ 350’ 350’ 350’
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
350’
36"x18"
W1-7(0)
MESSAGE SIGN
PORTABLE CHANGEABLE
350’
36"x60"
G20-I103(O)
MINIMUM$375 FINE
MINIMUM$375 FINE
LIMIT
SPEED
ZONE
WORK
LIMIT
SPEED
LIMIT
SPEED
ZONE
WORK
+93.3
0
SPEED LIMIT
WORK ZONE
END
90’
R
ONLY
ST
A.
39
+02.1
5M
AT
CH
EXIS
TIN
GB
EGIN
TE
MP.
MA
RKIN
GS
EDGE LINEEX. SYMBOLS AND
(TYP.)4" WHITE
(TYP.)12" YELLOW
(TYP.)4" WHITE
(TYP.)24" WHITE
+99.62
+75.59
61.77’ RT
+87.00
+36.37
+67.02
ONLY
EASTBOUND RAMP
INTERSTATE 88
(TYP.)12" YELLOW
ORCHARD ROAD
YELLOW (TYP.)4" DOUBLE
YELLOW (TYP.)4" DOUBLE
8:1 FLARE
ONLY ONLY
+00.57
+19.12
93.99’ RT
LANE
TURN
RIGHT
24"x24"
R 3-I100R
21"x15"
M6-2R
STANDARD TC-14)
(PER IDOT DISTRICT
15.4:1 TAPER (135’)
14:1 TAPER (155’)
30
30
30
MPH30
MPH30
MPH30
ST
A.
48
+13.5
8B
EGIN
CO
NC.
BA
RRIE
R
ST
A.
42
+80.9
8E
ND
LA
NE
SHIF
T
ST
A.
41+02.5
0S
TA
RT
LA
NE
SHIF
T
24"x24"
W13-1(O)
24"x24"
W13-1(O)
24"x24"
W13-1(O)
48"x48"
W3-5(0)
LIMIT
SPEED
40
500’ 500’
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
36"x12"
W2-Ill3(O)
MINIMUM$375 FINE
BEGINS
LIMIT
SPEED
ZONE
WORK
40
116.00’ RT
EXISTING
MATCH
MATCH EX.
+85.43
MARKINGSEX. PAVEMENTMARKINGSEX. PAVEMENTMARKINGSEX. PAVEMENT
105.71’ RT
MARKINGS (TYP.) TEMP SYMBOLMARKINGS (TYP.) TEMP SYMBOL
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106MINIMUM$375 FINE
LIMIT
SPEED
ZONE
WORK
30
32.18’ RT
+75.97
17.16’ RT
+07.41
17.04’ RT
+44.2217.14’ RT
+97.82
6.8
8’
LT
+76.2
8
4.80’ LT
+62.19
16.81’ LT
+81.2438.81’ LT
+80.98
7.47’ LT
+50.56
31.31’ LT
+95.57
8.18’ RT
+75.45
ONLY
11’
11’
11’
11’
12’
12’
+35.00
11’
11’
11’
11’
11’
12:1 TAPER (320’)
300’ WORK ZONE
4’
48"x48"
W1-4bR
36"x18"
W2-Ill5(O)
36"x18"
R2-I106
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
350’
36"x18"
W1-7(0)
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)48"x48"
W3-5(0)
WORKERS
48"x48"
W21-I110(0)
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
350’
MESSAGE SIGN
PORTABLE CHANGEABLE
36"x48"
R2-1
MINIMUM$375 FINE
MINIMUM$375 FINE
LIMIT
SPEED
ZONE
WORK
LIMIT
SPEED
LIMIT
SPEED
ZONE
WORK
28’
ONLY
ONLY
(TYP.)4" WHITE
(TYP.)24" WHITE
(TYP.)12" YELLOW
WESTBOUND RAMP
INTERSTATE 88
ORCHARD ROAD
EX. BRIDGE
INTERSTATE 88
YELLOW (TYP.)4" DOUBLE
30
30 30
MPH30
350’ 350’ 350’ 350’
ST
A.
53
+49.3
6E
ND
CO
NC.
BA
RRIE
R
(TYP.)4" WHITE
24"x24"
W13-1(O)
48"x48"
W3-5(0)
LIMIT
SPEED
40
500’ 500’
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
36"x12"
W2-Ill3(O)
MINIMUM$375 FINE
BEGINS
LIMIT
SPEED
ZONE
WORK
40
MATCH EX.
12’
12’
ST
A.
62
+00.0
0
MA
TC
H
EXIS
TIN
G
EN
D
TE
MP.
MA
RKIN
GS
12’
MPH30
24"x24"
W13-1(O)
48"x48"
W1-4bR
36"x60"
G20-I103(O)
SPEED LIMITWORK ZONE
END
STA. 62+00.00
TAPER LIMIT
NORTHERN
12’
11’
11’
R90’
MARKINGS (TYP.)EX. PAVEMENTMARKINGS (TYP.)EX. PAVEMENTMARKINGS (TYP.)EX. PAVEMENT
YELLOW (TYP.)4" DOUBLEYELLOW (TYP.)4" DOUBLE(TYP.)
4" WHITE
24"x24"
R 3-I100L
21"x15"
M6-2L
STANDARD TC-14)
(PER IDOT DISTRICT
LANE
TURN
LEFT
(TYP.)24" WHITE
ONLY
ONLY
MARKINGS (TYP.) TEMP SYMBOL
MINIMUM$375 FINE
ZONE
WORK
LIMIT
SPEED
30
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
17.7
1’
LT
+32.1
0
8.29’ RT
+32.85 7.70’ RT
+83.77
14.36’ LT
+19.17
28.07’ RT
+28.16
+10.15
43.51’ RT
31.65’ RT
+99.89
6.40’ RT
+62.06
18.80’ LT
+69.80
36.76’ LTSTA. 60+22.58START LANE SHIFT
32.00’ LTSTA. 62+00.00END LANE SHIFT
18.06’ LT
+85.09
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
MO
T
Plans\Individual Sheets\
C-001
MO
T - S
TA
GE 1.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 100.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
EX.
R.O.W.
EX.
R.O.W.
EX. R.O.W.
EX.
R.O.W.
EX.
R.O.W.
EX. R.O.W.
EX. R.O.W.
MA
TC
HLIN
E
ST
A.
49
+00.0
0
MA
TC
HLIN
E
ST
A.
49
+00.0
0
0 50 50
HORIZONTAL SCALE
8
8 39+02.15 62+00.001" = 50’
EX.
R.O.W.
EX.
R.O.W.
4.
3.
2.
1.
STAGE TWO: GENERAL NOTES
DIRECTION OF TRAVEL
TEMPORARY MOT SIGN
CONCRETE BARRIER WALL
CRASH ATTENUATOR
CONSTRUCTION ZONE
TYPE III BARRICADE
DRUMS WITH STEADY BURN LIGHT
LEGEND
OF THE SHIFT
POINTING IN THE DIRECTION
TAPER SECTIONS AND PLACED
DRUMS LOCATED WITHIN
SHALL BE PLACED ON
DIRECTIONAL INDICATORS
SUGGESTED STAGE OF CONSTRUCTION AND TRAFFIC CONTROL - STAGE 2ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
WORKERS NOT PRESENT ON JOB SITE.
WORKERS SIGNS TO BE REMOVED WHEN*
*
*
13 14
5.
FEET UNLESS OTHERWISE STATED
MINIMUM SIGN SPACING IS 100
MODIFIED DURING THIS STAGE
INTERSECTION SHALL NOT BE
NORTH INTERSTATE RAMP
CABLE PLANS SHEET &
DETECTION SEE SIGNAL AND
OPPERATED UNDER VIDEO
INTERSECTION SHALL BE
SOUTH INTERSTATE RAMP
OTHERWISE NOTED
CENTER TO CENTER UNLESS
BARREL SPACING SHALL BE 25’
ONLY
35+00 40+00 45+00
11’
11’
240’ STORAGE
11’
11’
11’
11’
11’12’
12’
12’
12’
11’
11’
11’
11’
11’
36"x60"
G20-I103(O)
SPEED LIMITWORK ZONE
END 48"x48"
W1-4bL
25:1 TAPER (141’)
16.5’+79.35
25:1 TAPER (95’)
48"x48"
W1-4bR
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106MINIMUM$375 FINE
LIMIT
SPEED
ZONE
WORK
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
36"x18"
W1-7(0)
350’
48"x48"
W1-4bR
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
48"x48"
W3-5(0)
WORKERS
48"x48"
W21-I110(0)
350’ 350’ 350’
MESSAGE SIGN
PORTABLE CHANGEABLE
MINIMUM$375 FINE
LIMIT
SPEED
LIMIT
SPEED
ZONE
WORK
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
ONLY
ONLY
ST
A.
39
+02.1
5M
AT
CH
EXIS
TIN
GB
EGIN
TE
MP.
MA
RKIN
GS
(TYP.)12" YELLOW
(TYP.)4" WHITE
(TYP.)24" WHITE
+99.62
99.39’ RT
+75.59
63.63’ RT
(TYP.)4" WHITE
EDGE LINEEX. SYMBOLS AND
(TYP.)4" WHITE(TYP.)4" WHITE(TYP.)4" WHITE
EASTBOUND RAMP
INTERSTATE 88
ORCHARD ROAD
YELLOW (TYP.)4" DOUBLE
(TYP.)12" YELLOW
YELLOW (TYP.)4" DOUBLE
8:1 FLARE
30
48"x48"
W3-5(0)
40
LIMIT
SPEED
350’
30
ST
A.
42
+35.7
2E
ND
LA
NE
SHIF
T
MPH30
MPH3030
14.1:1 TAPER (155’)
ST
A.
48
+01.1
4B
EGIN
CO
NC.
BA
RRIE
R
24"x24"
W13-1(O)
24"x24"
W13-1(O)
24"x24"
W13-1(O)
MINIMUM$375 FINE
BEGINS
LIMIT
SPEED
ZONE
WORK
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
36"x12"
W2-Ill3(O)
40
500’500’
ONLY ONLY
116.00’ RT
EXISTING
MATCH
MARKINGS (TYP.) TEMP SYMBOLMARKINGS (TYP.) TEMP SYMBOL
31.20’ RT
+79.22
6.74’ RT
+81.23
30.86’ RT
+32.57
+78.95
30.9
7’
LT
ST
A.
40
+84.3
9B
EGIN
LA
NE
SHIF
T
7.18’ LT
+46.98
32.09’ RT
+12.53
17.24’ LT
+72.20
32.00’ RT
+73.00
32.00’ RT
+05.32
10.00’ RT
+44.55
17.92’ LT
+77.23
MPH30
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106MINIMUM$375 FINE
LIMIT
SPEED
ZONE
WORK
30
50+00 55+00
60+00
ONLYONLY ONLY
11’
11’
12’
12’
11’
11’
11’
11’ 12’11’
11’ 11’
11’
11’
11’
+23.72
48"x48"
W1-4bL
+81.92
15:1 TAPER (184’)
36"x18"
W2-Ill5(O)
36"x18"
R2-I106
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
350’
36"x18"
W1-7(0)
36"x48"
R2-1
MINIMUM$375 FINE
ZONE
WORK
LIMIT
SPEED
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)48"x48"
W3-5(0)
WORKERS
48"x48"
W21-I110(0)
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
350’ 350’ 350’ 350’MESSAGE SIGN
PORTABLE CHANGEABLE
350’
MINIMUM$375 FINE
LIMIT
SPEED
LIMIT
SPEED
ZONE
WORK
300’ WORK ZONE
28’
ONLY
+00.93
(TYP.)12" YELLOW
(TYP.)4" WHITE
(TYP.)24" WHITE
WESTBOUND RAMP
INTERSTATE 88
INTERSTATE 88
EX. BRIDGE
YELLOW (TYP.)4" DOUBLE
8:1 FLARE
ONLY
MPH30
3030
30
ST
A.
52
+87.9
7E
ND
CO
NC.
BA
RRIE
R
48"x48"
W3-5(0)
LIMIT
SPEED
40
ST
A.
49
+50.5
3B
EGIN
CO
NC.
BA
RRIE
R
24"x24"
W13-1(O)
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
36"x12"
W2-Ill3(O)
MINIMUM$375 FINE
BEGINS
LIMIT
SPEED
ZONE
WORK
40
500’ 500’
12’
12’
ST
A.
62
+00.0
0
MA
TC
H
EXIS
TIN
G
EN
D
TE
MP.
MA
RKIN
GS
12’
(TYP.)4" WHITE
ORCHARD ROAD
STA. 62+00.00
TAPER LIMIT
NORTHERN
11’
11’
12’
R90’
(TYP.)4" WHITE
YELLOW (TYP.)4" DOUBLEYELLOW (TYP.)4" DOUBLE
(TYP.)4" WHITE
(TYP.)4" WHITE
ST
A.
54
+74.8
6E
ND
CO
NC.
BA
RRIE
R
ONLY
ONLY
MARKINGS (TYP.) TEMP SYMBOLS
MARKINGS (TYP.) TEMP SYMBOLS
(TYP.)4" WHITE
MARKINGS (TYP.) TEMP SYMBOL
36"x60"
G20-I103(O)
SPEED LIMITWORK ZONE
END
24"x24"
R 3-I100L
21"x15"
M6-2L
STANDARD TC-14)
(PER IDOT DISTRICT
LANE
TURN
LEFT
MPH30
24"x24"
W13-1(O)
48"x48"
W1-4bR
17.92’ LT
+51.30
41.47’ RT
+22.50
MATCH EX.
+35.00
8.00’ RT
+14.79
+01.19
18.37’ LT
+69.99
9.00’ RT
+17.90
40.65’ LT
+58.1239.83’ LTSTA. 60+21.38START LANE SHIFT
32.00’ LTSTA. 62+00.00END LANE SHIFT
18.14’ LT
+83.87
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
MO
T
Plans\Individual Sheets\
C-002
MO
T - S
TA
GE 2.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 100.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
EX. R.O.W.
EX. R.O.W.
MA
TC
HLIN
E
ST
A.
49
+00.0
0
MA
TC
HLIN
E
ST
A.
49
+00.0
0
0 50 50
HORIZONTAL SCALE
0 50 50
HORIZONTAL SCALE
9
9 39+02.15 62+00.001" = 50’
EX. R.O.W.
EX.
R.O.W.
EX.
R.O.W.
4.
3.
2.
1.
DIRECTION OF TRAVEL
TEMPORARY MOT SIGN
CONCRETE BARRIER WALL
CRASH ATTENUATOR
CONSTRUCTION ZONE
TYPE III BARRICADE
DRUMS WITH STEADY BURN LIGHT
LEGEND STAGE THREE: GENERAL NOTES
OF THE SHIFT
POINTING IN THE DIRECTION
TAPER SECTIONS AND PLACED
DRUMS LOCATED WITHIN
SHALL BE PLACED ON
DIRECTIONAL INDICATORS
SUGGESTED STAGE OF CONSTRUCTION AND TRAFFIC CONTROL - STAGE 3ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
WORKERS NOT PRESENT ON JOB SITE.
WORKERS SIGNS TO BE REMOVED WHEN*
*
*
13 14
5.
FEET UNLESS OTHERWISE STATED
MINIMUM SIGN SPACING IS 100
MODIFIED DURING THIS STAGE
INTERSECTION SHALL NOT BE
NORTH INTERSTATE RAMP
PLANS SHEET &
REMOVED SEE SIGNAL AND CABLE
RESTORED AND VIDEO DETECTION
DETECTOR LOOP FUNCTIONALITY
INTERSECTION SHALL HAVE
SOUTH INTERSTATE RAMP
OTHERWISE NOTED
CENTER TO CENTER UNLESS
BARREL SPACING SHALL BE 25’
35+00 40+00 45+00
11’
11’
11’
11’
11’
11’11’
11’
11’
11’
11’
11’
11’
12’
12’
12’
12’
12’
8.5’19.5’
4’
50:1 TAPER (330’)
25:1 TAPER (41’)
48"x48"
W1-4bR
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
350’
36"x18"
W1-7(0)
MINIMUM$375 FINE
LIMIT
SPEED
ZONE
WORK
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
48"x48"
W3-5(0)
WORKERS
48"x48"
W21-I110(0)
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
350’ 350’ 350’
MESSAGE SIGN
PORTABLE CHANGEABLE
350’
MINIMUM$375 FINE
LIMIT
SPEED
LIMIT
SPEED
ZONE
WORK
48"x48"
W1-4bL
36"x60"
G20-I103(O)
R90’
15:1 TAPER (316’)
25:1 TAPER (164’)
ONLY
ONLY
230’ STORAGE
SPEED LIMIT
WORK ZONE
END
ST
A.
39
+02.1
5M
AT
CH
EXIS
TIN
GB
EGIN
TE
MP.
MA
RKIN
GS
EDGE LINEEX. SYMBOLS AND
(TYP.)4" WHITE
(TYP.)12" YELLOW
(TYP.)4" WHITE
(TYP.)24" WHITE
+75.59
68.63’ RT
+99.62
97.39’ RT
EDGE LINEEX. SYMBOLS AND
(TYP.)4" WHITE(TYP.)4" WHITE
EASTBOUND RAMP
INTERSTATE 88
ORCHARD ROAD
YELLOW (TYP.)4" DOUBLE
(TYP.)12" YELLOW
YELLOW (TYP.)4" DOUBLE
8:1 FLARE
30
30
30
ST
A.
48
+71.2
7B
EGIN
CO
NC.
BA
RRIE
R
48"x48"
W3-5(0)
LIMIT
SPEED
40
MPH30
ST
A.
42
+15.9
1E
ND
LA
NE
SHIF
T
MPH30
24"x24"
W13-1(O)
24"x24"
W13-1(O)
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
36"x12"
W2-Ill3(O)
MINIMUM$375 FINE
BEGINS
LIMIT
SPEED
ZONE
WORK
40
500’500’
ONLY ONLY
116.00’ RT
EXISTING
MATCH
+51.33
EX. PAVEMENT MARKINGSEX. PAVEMENT MARKINGSEX. PAVEMENT MARKINGS
MARKINGS (TYP.) TEMP SYMBOLMARKINGS (TYP.) TEMP SYMBOL
7.21’ RT
+60.59
31.8
8’
LT
ST
A.
41+75.0
1B
EGIN
LA
NE
SHIF
T
7.88’ LT
+71.38
10.70’ LT
+66.19
10.15’ RT
+10.30
+76.37
+06.26 32.77’ RT
+99.57
33.56’ RT
+11.28
33.79’ RT
+44.17
41.18’ RT
+01.25
+34.3
2
30.1
6’
LT
ST
A.
46
+19.6
2
BE
GIN
LA
NE
SHIF
T
2.78’ RT
+67.2530.46’ LT
+37.84
ONLY
J
JONLYONLY ONLY
EX.
R.O.W.
EX.
R.O.W.
EX. R.O.W.
EX. R.O.W.
EX.
R.O.W.
EX.
R.O.W.
50+00 55+00
60+00
11’
11’
11’
11’
11’
11’
11’
11’
4’
28’
48"x48"
W1-4bL AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)48"x48"
W3-5(0)
WORKERS
48"x48"
W21-I110(0)
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
100’ 350’ 350’ 350’
MESSAGE SIGN
PORTABLE CHANGEABLE
350’
MINIMUM$375 FINE
LIMIT
SPEED
LIMIT
SPEED
ZONE
WORK
36"x60"
G20-I103(O)
+50.73 13:1 TAPER (125’)
AHEAD
CONSTRUCTION
ROAD
48"x48"
W20-I103(0)
350’
36"x18"
W1-7(0)
MINIMUM$375 FINE
ZONE
WORK
LIMIT
SPEED
36"x18"
R2-I106
36"x48"
R2-1
36"x18"
W2-Ill5(O)
48"x48"
W1-4bR
48"x48"
W1-4bL
SPEED LIMIT
WORK ZONE
END
(TYP.)4" WHITE (TYP.)
24" WHITE
(TYP.)12" YELLOW
ONLY
(TYP.)4" WHITE
ONLY
WESTBOUND RAMP
INTERSTATE 88
INTERSTATE 88
EX. BRIDGE
ORCHARD ROAD
YELLOW (TYP.)4" DOUBLE
8:1 FLARE 8:1 FLARE (100’)
300’ WORK ZONE
30
30
30
16.4:1 TAPER (170’)
ST
A.
53
+82.3
3E
ND
CO
NC.
BA
RRIE
R
MPH30
MPH30
MPH30
16’
ST
A.
62
+00.0
0
MA
TC
H
EXIS
TIN
G
EN
D
TE
MP.
MA
RKIN
GS
24"x24"
W13-1(O)
24"x24"
W13-1(O)
24"x24"
W13-1(O)
LIMIT
SPEED
40
48"x48"
W3-5(0)
500’500’
36"x18"
W2-Ill5(O)
36"x48"
R2-1
36"x18"
R2-I106
36"x12"
W2-Ill3(O)
MINIMUM$375 FINE
BEGINS
LIMIT
SPEED
ZONE
WORK
40
12:1 TAPER (196’)
12’
12’
12’
12’
ONLY
YELLOW (TYP.)4" DOUBLE
(TYP.)4" WHITE (TYP.)4" WHITE (TYP.)4" WHITE (TYP.)4" WHITE
(TYP.)24" WHITE
65’
R
MARKINGS (TYP.) TEMP SYMBOLS
MARKINGS (TYP.) TEMP SYMBOLS
MARKINGS (TYP.)TEMP SYMBOL
(TYP.)4" WHITE (TYP.)4" WHITE
18.84’ RT
+82.49 8.00’ RT
+49.89
32.50’ RT
+01.19
8.00’ RT
+17.59
32.01’ LT
+27.15
32.00’ LTSTA. 55+80.01END LANE SHIFT
8.00’ LT
+56.96
6.9
0’
LT
ST
A.
49
+35.3
1E
ND
LA
NE
SHIF
T
7.2
5’
LT
ST
A.
52
+83.0
9B
EGIN
LA
NE
SHIF
T
44.00’ RT
+35.00
12’
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
MO
T
Plans\Individual Sheets\
C-003
MO
T - S
TA
GE 3.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 100.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
ONLY ONLY
ONLY ONLY
ONLY
ORCHARD ROAD
MA
TC
HLIN
E
ST
A.
49
+00.0
0
0 50 50
HORIZONTAL SCALE
0
VERTICAL SCALE
5 5
LEGEND
10
10
DEMOLITION AND REMOVAL NOTES:
PAVEMENT MARKINGS)(INCLUDES RAISED/RECESSEDPAVEMENT MARKING REMOVAL
39
+02.1
5
RE
MO
VA
L
LI
MIT
PA
VE
ME
NT
MA
RKIN
G
41+04.0
0
REP
LA
CE
ME
NT
LI
MIT
SH
OU
LD
ER
RAMP SHALL REMAIN
FROM TAPER TO INTERSECTION
AND SHOULDER EDGE LINES
EX. RIGHT TURN SYMBOLS REMOVAL
PAVEMENT MARKING
AS DIRECTED BY ENGINEERREPLACEMENT (SEE NOTE #2)HMA SHOULDER REMOVAL AND
UTILIZED IN MOT, SEE NOTE 2)
REPLACEMENT (THIS PAVEMENT IS
POSSIBLE FULL DEPTH SHOULDER
1" = 50’ 39+02.15 49+00.00
EASTBOUND RAMP
INTERSTATE 88
PLAN AND PROFILEORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
+75.63
+28.6532.00’ RT
SHALL REMAIN
ISLAND MARKINGS
EX. STOP BAR AND
O/S 116.00’
AND REMOVAL LIMIT
SHOULDER REPLACEMENT
32.1
7’
RT
+74.3
1
SCARIFICATION/OVERLAY AREA
BRIDGE DECK
OF PROJECT ON THESE STRUCTURES
BE INSTALLED THROUGHOUT ALL STAGES
FROM DEBRIS. FILTRATION BASKETS SHALL
SLABS SHALL BE PROPERLY PROTECTED
ALL SCUPPERS ON BRIDGE APPROACH
IDENTIFIED BY ENGINEER
FOR ANY DAMAGED SHOULDERS AS
REPLACEMENT SHALL BE COMPLETED
FULL DEPTH SHOULDER REMOVAL AND
AFTER MOT STAGE 3 IS COMPLETE,
2.
1.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF SHEETS STA. TO STA. SCALE:
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T’N
S
CH’K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
FIL
E
NA
ME
zulkowsd=USER NAME
100.0000 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Plan and
Profile\
PP-01.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
JAP
CHECKED
DRAWN
DATE
F.A.P.
C-xx-xxx-xx
HSIP-xxxx (xxx)
KANE
CONTRACT NO.
11-00202-03-BRSDZ
SDZ
10-17-2012
38
38
336
DIVISION OF TRANSPORTATION
KANE COUNTY
35+00
PC
Sta 36
+76.9
4
PT
Sta 38
+36.4
9
PI
Sta 37
+56.7
2
40+00
PI
Sta 42
+99.8
0
45+00
+9797.6’
130.0’
+2870.9’
+67154.6’
+08130.0’
114.6’+67
+05.6
EX. R.O.W.
EX. R.O.W.
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
688.2
0
687.9
7
687.7
3
687.4
8
687.2
3
686.9
8
686.7
3
686.4
7
686.2
2
685.9
7
685.7
0
685.4
4
685.5
1
685.5
9
686.0
1
686.4
3
687.2
7
688.1
1
689.2
2
690.3
4
691.6
1
692.8
8
693.9
9
695.1
0
696.2
9
697.4
9
698.5
7
699.6
5
700.5
4
701.4
3
675
680
685
690
695
700
675
680
685
690
695
700
ORCHARD RD. EXISTING ~ PROFILE
ONLY
ONLY
ONLY
ONLY
INTERSTATE 88
ORCHARD ROAD
J
J
0 50 50
HORIZONTAL SCALE
0
VERTICAL SCALE
5 5
MA
TC
HLIN
E
ST
A.
49
+00.0
0
OVERLAY AREA
SCARIFICATION/
LEGEND
11
11
REMOVAL
PAVEMENT MARKING
DEMOLITION AND REMOVAL NOTES:
PAVEMENT MARKINGS)(INCLUDES RAISED/RECESSEDPAVEMENT MARKING REMOVAL
AS DIRECTED BY ENGINEERREPLACEMENT (SEE NOTE #2)HMA SHOULDER REMOVAL AND
UTILIZED IN MOT, SEE NOTE 2)
REPLACEMENT (THIS PAVEMENT IS
POSSIBLE FULL DEPTH SHOULDER
WESTBOUND RAMP
INTERSTATE 88
1" = 50’ 49+00.00 62+00.00
PLAN AND PROFILEORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
62
+00.0
0
RE
MO
VA
L
LI
MIT
PA
VE
ME
NT
MA
RKIN
G
62
+00.0
0
REP
LA
CE
ME
NT
LI
MIT
SH
OU
LD
ER
55.0
0’
RT
+54.0
0
+90.0012.00’ RT
+90.0055.00’ RT
32.0
0’
RT
+54.0
0
+35.0044.00’ RT
32.00’ RT+35.00
55
+00.1
5
REP
LA
CE
ME
NT
LI
MIT
SH
OU
LD
ER49+55.48
SCARIFICATION LIMIT
SHOULDER REPLACEMENT/
52+59.36
SCARIFICATION LIMIT
SHOULDER REPLACEMENT
IDENTIFIED BY ENGINEER
FOR ANY DAMAGED SHOULDERS AS
REPLACEMENT SHALL BE COMPLETED
FULL DEPTH SHOULDER REMOVAL AND
AFTER MOT STAGE 3 IS COMPLETE,
OF PROJECT ON THESE STRUCTURES
BE INSTALLED THROUGHOUT ALL STAGES
FROM DEBRIS. FILTRATION BASKETS SHALL
SLABS SHALL BE PROPERLY PROTECTED
ALL SCUPPERS ON BRIDGE APPROACH2.
1.SCARIFICATION/OVERLAY AREA
BRIDGE DECK
LIMITS OF STRUCTURE
52
+59.3
6
49
+55.4
8
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF SHEETS STA. TO STA. SCALE:
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T’N
S
CH’K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
FIL
E
NA
ME
zulkowsd=USER NAME
100.0000 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Plan and
Profile\
PP-02.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
JAP
CHECKED
DRAWN
DATE
F.A.P.
C-xx-xxx-xx
HSIP-xxxx (xxx)
KANE
CONTRACT NO.
11-00202-03-BRSDZ
SDZ
10-17-2012
38
38
336
DIVISION OF TRANSPORTATION
KANE COUNTY
50+00 55+00
PC
Sta 55
+76.6
9
60+00
PI
Sta 64
+14.6
0
250’
250’
70’
70’
+79130.0’
+79130.1’
70.0’
130.0’
70.0’
+29130.0’
+01.1130.1’+29
+96.7
130.1’
+42.1
+32.2
EX.
R.O.W.
EX.
R.O.W.
EX. R.O.W.
EX. R.O.W.
EX.
R.O.W.
EX.
R.O.W.
49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
701.4
3
702.2
4
702.8
7
703.2
0
703.5
0
703.4
7
703.3
9
703.1
0
702.5
8
701.8
6
701.1
3
700.1
1
699.0
8
697.7
8
696.4
7
695.0
0
693.5
3
692.0
7
690.6
1
689.2
6
687.9
2
686.8
6
685.8
1
685.1
7
684.5
3
684.3
3
684.1
2
684.2
6
684.4
0
685.0
1
685.6
2
680
685
690
695
700
705
680
685
690
695
700
705
ONLYONLY ONLY
INTERSTATE 88
ORCHARD RD. EXISTING ~ PROFILE
EX.
R.O.W.
EX.
R.O.W.
EX. R.O.W.
EX. R.O.W.
EX.
R.O.W.
EX.
R.O.W.
50+00 55+00
60+00
MA
TC
HLIN
E
ST
A.
49
+00.0
0
MA
TC
HLIN
E
ST
A.
49
+00.0
0
0 50 50
HORIZONTAL SCALE
0 50 50
HORIZONTAL SCALE
12
12
GENERAL NOTES:
ENGINEER
TO THE SATISFACTION OF COUNTY
DETECTION AND PHASING RESTORED
THEIR EXISTING TRAFFIC SIGNAL
RAMP INTERSECTIONS SHALL HAVE
BOTH EASTBOUND AND WESTBOUND
PER STANDARD KC781001-04
MARKERS SHALL BE INSTALLED
RECESSED REFLECTIVE PAVEMENT
HAS BEEN COMPLETED
SHOULDER FULL DEPTH REPLACEMENT
NOT BE INITIATED UNTIL AFTER
PAVEMENT MARKING PLAN SHALL 3.
2.
1.
1" = 50’ 39+02.15 62+00.00
PROPOSED PAVEMENT MARKING PLANORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
4.
SLAB PAVEMENT
PAVEMENT OR THE BRIDGE APPROACH
INSTALLED IN THE BRIDGE DECK
NO PAVEMENT MARKERS SHALL BE
SEE GENERAL NOTE 4
ONLY
ONLY
ONLY
ONLY
WESTBOUND RAMP
INTERSTATE 88
12’1
2’
12’1
2’
16’
220’ TAPER
+36.1
0
ST
A.
62
+00.0
0
PA
VE
ME
NT
MA
RKIN
GS
MA
TC
H
ExIS
TIN
G
(ONE-WAY CRYSTAL AT 80’ C-C)RECESSED REFLECTIVE PAVEMENT MARKER
1203 L.F. 4" WHITE SOLID
AT 45° 50’ C-CSOLID YELLOW255 L.F. 12"
LINE (2’ DASH 6’ SKIP)117 L.F. 6" WHITE DOTTED
YELLOW @ 11" C-C1656 L.F. 2 - 4"
+01.7
4
220’ TAPER
12’1
2’
12’1
2’
16’
12’
240’ STORAGE
8.00’ RT+22.15
3’R
2.34’ RT+23.54
R65’
R90’
167 L.F. 6" WHITE SOLID
735 L.F. 4" WHITE SOLID
+00.5
4
36 L.F. 24" WHITE SOLIDYELLOW @ 11" C-C751 L.F. 2 - 4"
373 L.F. 6" WHITE SOLID
(10’ DASH, 30’ SKIP)373 L.F. 4" WHITE SKIP-DASH
R2’
12’
12’1
2’
12’
12’
4’
INTERSTATE 88
ORCHARD ROAD
(ONE-WAY AMBER AT 40’ C-C)RECESSED REFLECTIVE PAVEMENT MARKER
57.38’ RT+82.78
ONLYONLY ONLY(10’ DASH, 30’ SKIP)1636 L.F. 4" WHITE SKIP-DASH
24 L.F. 24" WHITE SOLID
8.0
0’
LT
+56.1
0
32.0
0’
RT
+81.1
9
MATCH EX.+35.00
32.0
0’
LT
+27.1
5
35+00 40+00 45+00 ON
LY ONLY
ONLY ONLY
ONLY
EASTBOUND RAMP
INTERSTATE 88
ST
A.
39
+02.1
5P
AV
EM
EN
T
MA
RKIN
GS
MA
TC
H
ExIS
TIN
G
12’1
2’
12’1
2’
16’
998 L.F. 4" WHITE SOLID
183 L.F. 4" WHITE SOLID
MATCH EX.+85.43
LINE (2’ DASH 6’ SKIP)126 L.F. 6" WHITE DOTTED
EX. WHITE SYMOBLS
178 L.F. 6" WHITE SOLID
AT 45° 50’ C-CSOLID YELLOW198 L.F. 12"
24 L.F. 24" WHITE SOLID
LINE (2’ DASH 6’ SKIP)112 L.F. 6" WHITE DOTTED
3’R
90’
R
2.35’ RT+13.96
8.00’ RT+12.53
12’12’ 12’
+72.0
6
12’
R65’
17’
R2’
431 L.F. 4" WHITE SOLID
36 L.F. 24" WHITE SOLID
12’1
2’
12’1
2’
12’
4’ 400’ STORAGE
(10’ DASH, 30’ SKIP)729 L.F. 4" WHITE SKIP-DASH
364 L.F. 6" WHITE SOLID
41 L.F. 24" WHITE SOLID
192 L.F. 6" WHITE SOLID
AT 40’ C-C)(ONE-WAY AMBERPAVEMENT MARKERRECESSED REFLECTIVE
(ONE-WAY CRYSTAL AT 80’ C-C)RECESSED REFLECTIVE PAVEMENT MARKER
YELLOW @ 11" C-C1032 L.F. 2 - 4"
110 L.F. 12" WHITE SOLID
ORCHARD ROAD
55.4
9’
RT
+75.5
9
MATCH EX.116.00’ RT
(10’ DASH, 30’ SKIP)1026 L.F. 4" WHITE SKIP-DASH
89 L.F. 6" WHITE SOLID
61 L.F. 4" YELLOW SOLID
YELLOW @ 11" C-C734 L.F. 2 - 4"
32.00’ RT+28.65
32.0
0’
LT
+36.2
9
32.00’ RT+55.624
8’
+9797.6’
130.0’
+2870.9’
+67154.6’
+08130.0’
114.6’+67
+05.6
EX. R.O.W.
EX. R.O.W.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Pave
ment
Marking.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 100.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
ONLY
ONLY ONLY
ONLY
42
PI
Sta 42
+99.8
0
43 44 45+00 46 47
40’
MA
48’
MA
H
HH
H H H
H
H
V
ONLY
48 49
H
H
H
J
TRAFFIC SIGNAL CONTROLLER
DOUBLE HANDHOLE
HANDHOLE
HEAVY DUTY HANDHOLE
JUNCTION BOX
EXISTING PROPOSED
DETECTOR LOOP
MAST ARM ASSEMBLY AND POLE, STEEL
SIGNAL POST
SIGNAL HEAD WITH BACK PLATE
EMERGENCY VEHCILE SYSTEM DETECTOR
SIGNAL HEAD, PEDESTRIAN
PEDESTRIAN PUSHBUTTON DETECTOR
CONFIRMATION BEACON
CONDUIT IN TRENCH OR PUSHED
UNIT DUCT
H
J
H
J
TRAFFIC SIGNAL LEGEND
ABBREVIATIONS
30’-E-1" UD
26’-E-2"
15’-T
2 1/2"
(LENGTH OF ITEM) - (IN TRENCH)
(SIZE OF CONDUIT)
RESTORATION OF WORK AREA.
AND 250 RESPECTIVELY.
APPROVED SOD. AND ALL DAMAGE TO UNMOWED FIELDS SHALL BE SEEDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS 252
SIDEWALKS, PAVEMENT, ETC. SHALL BE REPLACED IN KIND. ALL DAMAGE TO MOWED LAWNS SHALL BE REPLACED WITH AN
WORK PERFORMED AND NO EXTRA COMPENSATION SHALL BE ALLOWED. ALL ROADWAY SURFACES SUCH AS SHOULDERS, MEDIAN,
RESTORATION OF THE TRAFFIC SIGNAL WORK AREA SHALL BE INCLUDED IN THE COST OF THE
HORIZONTAL SCALE
020 20 40
SIGNAL HEAD WITH BACK PLATE
EMERGENCY VEHCILE SYSTEM DETECTOR
SIGNAL HEAD, PEDESTRIAN
CONDUIT IN TRENCH OR PUSHED
UNIT DUCT
SIGNAL HEAD
30’-E-2 1/2"
12’-E-2 1/2"
8’-E-2 1/2"
54’-E-3"
48’-E-4"
65’-E-4"
247’-E-2"
24’-E-2 1/2"
(2) 5’-E-4"
73’-E-4"
42’-E-4"
42’-E-4"
225’-E-2"
25’-E-1" UD
5’-E-1" UD
16’-E-1" UD
11’-E-1" UD
EXISTING POWER SERVICE
5’-E-2 1/2"
ST
A.
47
+50
MA
TC
HLIN
E
ST
A.
47
+50
MA
TC
HLIN
E
ORCHARD ROAD
(EASTBOUND RAMP)
INTERSTATE 88
EX. R.O.W.
EX. R.O.W.
40’-E-2"
(INTERCONNECT)
190’-E-2"
13
13
GENERAL NOTE:
CONSTRUCTION NOTES:
2
1
VARIATIONS NOT CONSISTENT WITH THE PLAN.
SIZE, TYPE, AND LOCATION SHALL BE FIELD VERIFIED. CONTRACTOR SHALL CONTACT DESIGN ENGINEER IMMEDIATELY FOR ANY
EXISTING TRAFFIC SIGNAL SIGNALS, HANDHOLES, DETECTOR LOOPS, AND CONDUITS ARE SHOWN FOR REFERENCE ONLY. EXACT
TO SULLIVAN ROAD
EXISTING INTERCONNECT
(WESTBOUND RAMP)
TO INTERSTATE 88
EXISTING INTERCONNECT
1" = 20’
4’
12’
12’
12’
12’
12’12’
12’
16’
12’
12’
12’
242’
2’ (TYP)
1’ (TYP)
6’ (TYP)
6’ (TYP)
248’
248’
10’
10’
10’
(TO DETECTOR LOOPS)
(TO STOP BAR)
6’
6’
9’
6’
9’6’
6’
6’
6’
6’ 6’ 6’9’ 9’
4’
12’
12’
12’
12’
12’
12’ 12’ 12’
V V
1
TEMPORARY TRAFFIC SIGNAL MODIFICATION PLAN
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
VIDEO DETECTION SYSTEM
12’ (TYP)
2
(FOR PROPOSED CONDUITS)
(LENGTH OF ITEM) - (EXISTING) - (SIZE OF UNIT DUCT)
(LENGTH OF ITEM) - (EXISTING) - (SIZE OF CONDUIT)
135’-E-4"
370’-E
DETECTOR OPERATION AFTER COMPLETION OF STAGE 2 OF THE MAINTENANCE OF TRAFFIC PLAN.
LANE TRAFFIC AT ALL TIMES. CONTRACTOR SHALL REMOVE THE VIDEO DETECTION SYSTEM AND RESTORE EXISTING LOOP
MAINTENANCE OF TRAFFIC STAGE. ALIGNMENT OF VIDEO DETECTION SYSTEM SHALL DETECT THE SOUTHBOUND LEFT TURN
TRAFFIC PLAN. THE CONTRACTOR SHALL ADJUST THE ALIGNMENT OF THE VIDEO DETECTION SYSTEM PRIOR TO EACH
INSTALL VIDEO DETECTION SYSTEM, POST MOUNTED, PRIOR TO THE START OF THE FIRST STAGE OF THE MAINTENANCE OF
TRAFFIC STAGE 1 AND 2)
(MAINTENANCE OF
VIDEO DETECTION ZONE
EX. R.O.W.EX. R.O.W.
6’
10’
8’ 10’
10’
6’ (TYP)
6’
14’
1’ (TYP)
41+00.00 49+00.00
PRIOR TO THE REMOVAL OF THE VIDEO DETECTION SYSTEM.
SHALL BE PROTECTED. CONTRACTOR SHALL RESTORE THE DETECTOR LOOP CONNECTION ALONG WITH PROPER LOOP OPERATION
THE INSTALLATION AND SUCCESSFUL TESTING OF THE VIDEO DETECTION SYSTEM. THE DISCONNECTED DETECTOR LOOP WIRES
CONTRACTOR SHALL DISCONNECT THE SOUTHBOUND LEFT DETECTOR LOOPS FROM THE TRAFFIC SIGNAL CONTROLLER AFTER
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Signal Plan.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 40.0001 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
I-88
EB
RA
MP
CONTROLLER CABINET
SERVICE INSTALLATION
TELEPHONE CONNECTION
MAGNETIC DETECTOR
CONFIRMATION BEACON
PUSHBUTTON DETECTOR
DENOTES NUMBER OF
CONDUCTORS, ALL CABLE
NO. 14 EXCEPT AS INDICATED.
ALL LOOP DETECTOR CABLE
TO BE SHIELDED.
G
R
T
W
RR
1
"P"
S
Y
G
R
Y
G
2
C
TRAFFIC SIGNAL SECTION
8" (200mm)
TRAFFIC SIGNAL SECTION
12" (300mm)
SIGNAL SECTION
12" (300mm) PEDESTRIAN
SIGNAL SECTION
12" (300mm) PEDESTRIAN
LIGHT DETECTOR
EMERGENCY VEHICLE
INDUCTION LOOP
VEHICLE DETECTOR,
PROGRAMMED HEAD
BACKPLATE, "P" INDICATES
SIGNAL FACE WITH
RAILROAD CONTROL CABINET
"NO LEFT TURN"
ILLUMINATED SIGN, FIBER OPTIC
SERVICE INSTALLATION
GROUND ROD AT ELECTRIC
"NO RIGHT TURN"
ILLUMINATED SIGN, FIBER OPTIC
NO. 6 SOLID COPPER (GREEN)
GROUND CABLE IN CONDUIT
NO. 62.5/125 MM12F SM12F
FIBER OPTIC CABLE IN CONDUIT
OR MAST ARM POLE (MA).
GROUND ROD AT POST (P),
OR CONTROLLER (C).
DOUBLE HANDHOLE (H),
GROUND ROD AT HANDHOLE (H),
FOUNDATION (DEPTH) CABLE SLACK VERTICAL
15
10
4
4
GROUND CABLE
ELECTRIC SERVICE
FIBER OPTIC
CONTROLLER CAB.
SIGNAL POST
DOUBLE HANDHOLE
HANDHOLE
FT. (m) FT. (m)
(4.6)
(3.0)
(1.2)
(1.2)
30" (750mm)
24" (600mm)
E - M. ARM POLE
D - CONTROLLER
TYPE A - POST
1
1
13
1
2
13
6.5
(0.5)
(0.5)
(4.0)
(0.5)
(1.0)
(4.0)
(2.0)
POST MOUNTED
SERVICE TO GROUND
ELECTRIC SERVICE
PED. PUSHBUTTON
BRACKET MOUNTED
MAST ARM (L) POLE
ALL FOUNDATIONS
6
13.5
13.5
4
13
3.5
(6m+L-0.6m)=
20’+L-2=
FT. (m)
(1.8)
(4.1)
(4.1)
(1.2)
(4.0)
(1.0)
INCAND. LED
FLASHER
ILLUM. SIGN
CONTROLLER
PED. SIGNAL
ARROW
(GREEN)
(YELLOW)
SIGNAL (RED)
TOTAL =ENERGY COSTS TO:
TYPEWATTAGE
TOTAL
NO. LAMPSWATTAGE
%OPERATIONx x
-
-
-
-
-
-
-
0.50
0.05
1.00
1.00
0.10
0.25
0.25
0.50
G
R
T
W
2
G
R
Y
G
RR
H/C
S
1
"E"
"E"
"E"
"P"
P P
5
7
2
5
2
2
5
5
27
2
1
6
*
14
14
C
D
C
D WITH COUNTDOWN TIMER
12" PEDESTRIAN SIGNAL HEAD,
V
VV
NO. 6
2
1
CONSTRUCTION NOTES:
CABLE PLAN(NOT TO SCALE)
CONTROLLER SEQUENCE
PHASE SIGNAL DIAGRAM
SCHEDULE OF QUANTITIES
UNIT QUANTITYITEM
LEGEND
DUAL ENTRY PHASE
I-88
EB
RA
MP
CABLE PLAN LEGEND
EXISTING PROPOSEDEXISTING PROPOSED
341.20
CABLE PLANS, PHASING, AND SCHEDULE OF QUANTITIES
ASSOCIATED PHASE
NUMBER REFERS TO *
-
-
1
-
16
12
12
12
25
25
100
25
12
15
25
17
KANE COUNTY, DIVISION OF TRANSPORTATION
ST. CHARLES, ILLINOIS 60175
41W011 BURLINGTON ROAD
CITY OF GENEVA
(630) 232-1503
JENNIFER HILKEMANN
ORCHARD ROAD
ORCHARD ROAD
ORCHARD ROAD
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
2
8
OL
PROTECTED/PERMITTED LEFT TURN PHASING
DUAL ENTRY - ALL LEGS
RIGHT TURN OVERLAPOL
DESIGNATED BELOW.
THE VEHICULAR PHASES USED ARE
REFERRING TO STANDARD 857001,
DD
RIGHT TURN OVERLAP PHASE DESIGNATION
THAT OVERLAP’S PROTECTIVE PHASE
BE WITH A GREEN RIGHT ARROW DISPLAYED ALONE WHEN FOLLOWED BY
CONTINUATION OF AN OVERLAP DURING ITS PERMISSIVE PHASE SHALL
FOLLOWED BY THAT OVERLAP’S PROTECTED PHASE.
BE WITH A YELLOW RIGHT ARROW DISPLAYED ALONE WHEN NOT
TERMINATION OF AN OVERLAP DURING ITS PERMISSIVE PHASE SHALL
THAT OVERLAP’S PERMISSIVE PHASE.
BE WITH A GREEN RIGHT ARROW DISPLAYED ALONE WHEN FOLLOWED BY
CONTINUATION OF AN OVERLAP DURING ITS PROTECTED PHASE SHALL
BY THAT OVERLAP’S PERMISSIVE PHASE.
WITH A YELLOW RIGHT ARROW DISPLAYED ALONE WHEN NOT FOLLOWED
TERMINATION OF AN OVERLAP DURING ITS PROTECTED PHASE SHALL BE 4.
3.
2.
1.
TURN SIGNAL HEAD DISPLAYS
CLEARANCE NOTES FOR RIGHT TURN OVERLAPS WITH 3-SECTION RIGHT
OVERLAP LETTER
D
PERMISSIVE PHASE PROTECTED PHASE
8 1+=
GR Y G
R Y G
R
Y
G
RYG R Y G
5 5
R
Y
G
5
R
Y
G
5
RYG GR Y G
5 2 2
RYG
R
Y
G
5
RYG
6
VIDEO DETECTION CAMERA
OF STAGE 2 OF THE MAINTENANCE OF TRAFFIC PLAN.
CONTRACTOR SHALL REMOVE THE VIDEO DETECTION SYSTEM AND RESTORE EXISTING LOOP DETECTOR OPERATION AFTER COMPLETION
STAGE. ALIGNMENT OF VIDEO DETECTION SYSTEM SHALL DETECT THE SOUTHBOUND LEFT TURN LANE TRAFFIC AT ALL TIMES.
PLAN. THE CONTRACTOR SHALL ADJUST THE ALIGNMENT OF THE VIDEO DETECTION SYSTEM PRIOR TO EACH MAINTENANCE OF TRAFFIC
INSTALL VIDEO DETECTION SYSTEM, POST MOUNTED, PRIOR TO THE START OF THE FIRST STAGE OF THE MAINTENANCE OF TRAFFIC
1
2
GENERAL NOTE:
CONSISTENT WITH THE PLAN.
AND LOCATION SHALL BE FIELD VERIFIED. CONTRACTOR SHALL CONTACT DESIGN ENGINEER IMMEDIATELY FOR ANY VARIATIONS NOT
EXISTING TRAFFIC SIGNAL SIGNALS, HANDHOLES, DETECTOR LOOPS, AND CONDUITS ARE SHOWN FOR REFERENCE ONLY. EXACT SIZE, TYPE,
12F
NO. 62.5/125 MM12F
FIBER OPTIC CABLE IN CONDUIT12F 12F
24F 24F
I-88 WB RAMP
INTERCONNECT TO
12FSULLIVAN ROAD
INTERCONNECT TO
-
-
100.00
-
19.20
45.00
75.00
102.00
1" = 20’
ELECTRICAL SERVICE REQUIREMENTS
TRAFFIC SIGNAL INSTALLATION
K.D.O.T
N/A N/A
MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION L SUM 1
VIDEO VEHICLE DETECTION SYSTEM EACH 1
REMOVAL OF THE VIDEO DETECTION SYSTEM.
PROTECTED. CONTRACTOR SHALL RESTORE THE DETECTOR LOOP CONNECTION ALONG WITH PROPER LOOP OPERATION PRIOR TO THE
INSTALLATION AND SUCCESSFUL TESTING OF THE VIDEO DETECTION SYSTEM. THE DISCONNECTED DETECTOR LOOP WIRES SHALL BE
CONTRACTOR SHALL DISCONNECT THE SOUTHBOUND LEFT DETECTOR LOOPS FROM THE TRAFFIC SIGNAL CONTROLLER AFTER THE
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Cable
Plan.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 40.0000 ’ / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
84’-
0" Face to Face of Parapet
Parapet
1’-7"
Parapet
1’-7"
87’-
2"
Out to
Out
of
Deck
ITEM
Original Construction
41’-3"
Widened Section
21’-4�"
Widened Section
21’-4�"1’-7" 1’-7"
6 Spaces @ 6’-10" = 41’-0"3 Spaces @ 6’-8" = 20’-0" 3 Spaces @ 6’-8" = 20’-0"
87’-2" Out to Out of Deck
CROSS SECTION
(Existing)
N
MJK
MJK
JANGENERAL PLAN AND SECTION
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
119’-1" 126’-1"
245’-2" Back to Back Abutments
~ Orchard Road
PLAN
SCOPE OF WORK
East-West Tollway
~ Pier and Median
Sta. 49+84.92
Bk. of S. Abut.
Sta 6698+12.00 E.W. Tollway
~ Pier Sta 51+04.00 =
Sta 52+30.08
Bk. of N. Abut.~ Orchard Rd. and P.G.L.
UNIT QUANTITY
Slab (Existing)
30’-0" Approach
(Existing)
42’-10" Slopewall
(Existing)
45’-4" Slopewall
Slab (Existing)
30’-0" Approach
(Existing)
7�" Sla
b
CU YD
DESIGN SPECIFICATIONS
LOADING
HS20-44
DESIGN STRESSES
FIELD UNITS
fy= 60,000 psi (Reinforcement)
f’c= 3,500 psi
48" Web ‘ Girder 44" Web ‘ Girder44" Web ‘ Girder
Drain (Typ.)
Existing Approach
IDOT 2012 Standard Specifications for Road and Bridge Construction(In order of sequence)
15
SHEET NO. 15 OF 38 SHEETS
Protective Shield SQ YD 146
CU YD
SQ YD
POUND
172
SQ FT 454
438
CU YD 1.3
SQ YD
Concrete Removal
Concrete Superstructure
Bridge Deck Grooving
Reinforcement Bars, Epoxy Coated
Bar Splicers
Preformed Joint Strip Seal
Concrete Sealer
Epoxy Crack Injection
Controlled Low-Strength Material
Bridge Deck Latex Concrete Overlay, 1� Inches
SQ FT
SQ YD 216
Structural Repair of Concrete (Depth Equal to or Less than 5 Inches)
Deck Slab Repair (Partial)
EACH
FOOT
FOOT
SQ YDBridge Deck Scarification, 1� Inches
TOTAL BILL OF MATERIAL
Wid
ened
21’-4�"
Origin
al
Constr
uction
41’-3"
Wid
ened
21’-4�"
Section
W
Section
W
Joint
~ Expansion
to ~ Expansion Joint
1’-7�" Bk. of Abut
to ~ Expansion Joint
1’-7�" Bk. of Abut
Joint
~ Expansion
2,543
2,040
36
2,765
2,765
10
16
16
7. Perform Structural Repair of Concrete on bridge parapets.
6. Place 1�" latex modified concrete overlay.
5. Perform all partial depth deck repairs.
4. Install strip seal joints and concrete at joints.
3. Apply Concrete Sealer to existing abutment seats.
2. Remove existing expansion joints.
1. Remove top 1�" of existing concrete wearing surface.
89°11’24"
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
zulkowsd=USER NAME
32.0000 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
CJ
_Bridge\
Working
Set\
S-001 Gen
Plan
&
Section.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.P.
KANE
DIVISION OF TRANSPORTATION
KANE COUNTY 38
HSIP-XXXX (XXX)
CONTRACT NO. XXXXXC-XX-XXX-XX
11-00202-03-BR336
10-17-2012
LEGENDNOTES
RAB
RAB
JAN
N
2’-0"1’-0" 2’-0"1’-0"
A A
B B
and new back wall)
(Existing joint at bridge expansion
and new back wall)
(Existing joint at original bridge
B B
A A
8"
8"
@ 50° F
2�"
@ 50° F
2�"
Removal
1’-0" Parapet
Removal
1’-0" Parapet
-Crack
- Concrete Removal
- Area of Deck Slab Repair (Partial)
84’-
0" out to out
of road
way
87’-
2" out to out
of deck
~ Pier Sta. 51+04.00
Bk. N. Abut Sta. 52+30.08Bk. S. Abut. Sta. 49+84.92
Removal
1’-0"
~ Orchard Road
SECTION A-A SECTION B-B
Precast Panel to Remain
Existing Stay in Place
Removal
2’-0" Deck
Removal
1’-0" Approach
Removal
2’-0" Deck
Bk. of Abut.
(Brid
ge
Wid
enin
g)
21’-4�"
(Brid
ge
Wid
enin
g)
21’-4�"
Re
moval
and
Constr
uction
29’-
7" Sta
ge I
Re
moval
and
Constr
uction
28’-
0" Sta
ge II
Re
moval
and
Constr
uction
29’-
7" Sta
ge III
DECK REPAIR PLAN
Scupper (Typ.)
Clean
(Origin
al
Constr
uction,
41’-3"
of E
xisting
Overla
y (T
yp.)
Proposed 1�
" Scarific
ation
of E
xisting
Overla
y (T
yp.)
Proposed 1�
" Scarific
ation
Scarification and Overlay
29’-0" Limits of Approach
Scarification and Overlay
29’-0" Limits of Approach
Scarification and Overlay
237’-6" Limits of Deck
DECK REPAIR PLAN REMOVAL AND BILL OF MATERIAL
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
ITEM
BILL OF MATERIAL
UNIT QUANTITY
216
FOOT 438
Deck Slab Repair (Partial)
Epoxy Crack Injection
Bridge Deck Grooving
Concrete Removal
1.3Controlled Low Strength Material CU YD
CU YD
SQ YD
SQ YD
SQ YD
SQ YD
Note 4.
Undermined. See
Approach Slab
in removal area (Typ.)
existing Reinforcing
Save and clean embedded
Protective Shield SQ YD 146
Shield (Typ.)
7’-0" Protective
Shield (T
yp.)
5’-
0" Prote
ctive
SHEET NO. 16 OF 38 SHEETS
16
SQ FT 454Concrete Sealer
Shield
Protective
Shield
Protective
(Typ.)
4’-0" Panels
of Deck Slab Repair (Partial). See Special Provisions.
Engineer shall sound the deck to determine areas
reference only. Following Deck Scarification, the
6. Areas of Deck Slab Repair (Partial) are shown for
Standard Specifications.
the existing abutments per Section 587 of the
Concrete Sealer shall be applied to the top side of
5. Following completion of expansion joint removal
Strength Material. See Special Provisions.
4. For filling slab undermining, use Controlled Low
3. See Sheet 17 for Expansion Joint Repair Details.
2. See Sheet 16 for additional parapet repairs.
1. See Sheet 15 for Deck Repair Details.
Precast
Panels)
Limits of Sta
y in Place
Bridge Deck Scarification, 1� Inches
Bridge Deck Latex Concrete Overlay, 1� Inches
2,543
2,765
2,765
Bk. of Abut.
in removal area (Typ.)
existing Reinforcing
Save and clean embedded
(Typ. both Approaches)
> �" wide. See Special Provisions
Epoxy Crack Injection for cracks
Construction.
throughout Original
of girders. Typical
Panels on top flanges
Stay in Place Precast
area (Typ.)
in removal
Reinforcing
existing
embedded
Save and clean
area (Typ.)
in removal
Reinforcing
existing
embedded
Save and clean
16
Injection (Typ.)
Epoxy Crack
Injection (Typ.)
Epoxy Crack
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
zulkowsd=USER NAME
21.3333 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
CJ
_Bridge\
Working
Set\
S-004
Deck
Repair Plan.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.P.
KANE
DIVISION OF TRANSPORTATION
KANE COUNTY 38
HSIP-XXXX (XXX)
CONTRACT NO. XXXXXC-XX-XXX-XX
11-00202-03-BR336
10-17-2012
6 Spaces @ 6’-10" = 41’-0"3 Spaces @ 6’-8" = 20’-0" 3 Spaces @ 6’-8" = 20’-0"
~ Orchard Road
RAB
RAB
JANDECK REPAIR DETAILS
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
Repair (Partial)
Limits of Deck Slab
NOTES
Note 3
to remain. See
precast panels
Stay in place
AT ORIGINAL BRIDGE CONSTRUCTION
DECK SLAB REPAIR (PARTIAL)
Repair (Partial)
Provision for Deck Slab
to remain. See Special
Existing reinforcment
BRIDGE CROSS SECTION
Widened Section
21’-4�"
Widened Section
21’-4�"
~ Orchard Road
APPROACH CROSS SECTION
�"/Ft. �"/Ft.�"/Ft.�"/Ft.
�"/Ft. �"/Ft.�"/Ft.�"/Ft.
SHEET NO. 17 OF 38 SHEETS
17
Original Construction
41’-3"
Widened Section
21’-4�"
Original Construction
41’-3"
Widened Section
21’-4�"1’-7" 1’-7"
87’-2" Out to Out of Deck
1’-7"
84’-0" Out to Out of Roadway
1’-7"
(Typ.)
1�"
(Typ.)
1�"
Sla
b
7�"
Concrete Overlay (Typ.)
Scarification and Latex
1�" of Proposed
Concrete Overlay (Typ.)
Scarification and Latex
1�" of Proposed
(Existing, Removal & Proposed)
(Existing, Removal & Proposed)
4. See Sheet 6 for Staging details.
remain in place during Deck Slab Repair (Partial).
at locations requiring Deck Slab Repair (Partial). Precast panels to
3. Contractor to verify location and thickness of precast panels in field
not be overlayed.
overlayed and grooved. The deck area at the expansion joints shall
2. The entire bridge deck surface and approach pavement shall be
Specifications for Road and Bridge Construction.
be grooved in accordance with section 503 of the Standard
1. The finished surface of the proposed concrete overlay and deck shall
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
zulkowsd=USER NAME
32.0000 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
CJ
_Bridge\
Working
Set\
S-005
Deck
Repair
Details.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.P.
KANE
DIVISION OF TRANSPORTATION
KANE COUNTY 38
HSIP-XXXX (XXX)
CONTRACT NO. XXXXXC-XX-XXX-XX
11-00202-03-BR336
10-17-2012
INSIDE ELEVATION OF EAST PARAPET
INSIDE ELEVATION OF WEST PARAPET
(Looking East, Both Spans)
(Looking West, North Span)
INSIDE ELEVATION OF WEST PARAPET
(Looking West, South Span)
1 SF1 SF
1 SF
2 SF
2 SF 1 SF LEGEND
-Structural Repair of Concrete
PARAPET REPAIRS
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
-Concrete Removal
Removal
1’-0" Parapet
Removal
1’-0" Parapet
Removal
1’-0" Parapet
Removal
1’-0" Parapet
Removal
1’-0" Parapet
Removal
1’-0" Parapet
Removal
1’-0" Parapet
Removal
1’-0" Parapet
NOTES
BILL OF MATERIAL
Structural Repair of Concrete (Depth Equal to or Less Than 5 Inches)
ITEM UNIT QUANTITY
10
14’-0"
of East Parapet
North End
17’-6"19’-4�"
~ Pier
14’-0"
of West Parapet
North End
14’-0"
of West Parapet
South End
14’-0"
of East Parapet
South End
Joint
~ South Expansion
Joint
~ North Expansion
Joint
~ North Expansion
Joint
~ South Expansion
SQ FT
2. See Sheet 18 for strip seal joint in parapets at expansion joints.
1. See Sheet 17 for proposed parapet repair details.
SHEET NO. 18 OF 38 SHEETS
18
Parapet to remain (Typ.)
Existing Reinforcement in
MJK
MJK
JAN
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
zulkowsd=USER NAME
5.3333 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
CJ
_Bridge\
Working
Set\
S-009
Parapet
Repair
Elev
&
Details.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.P.
KANE
DIVISION OF TRANSPORTATION
KANE COUNTY 38
HSIP-XXXX (XXX)
CONTRACT NO. XXXXXC-XX-XXX-XX
11-00202-03-BR336
10-17-2012
2’-0"
@ 50°F
1�"
1’-0"
�"
N
B
BA
A
2’-0"
@ 50°F
1�"
�"
at original bridge and new back wall)
(Proposed joint and concrete repair
at bridge expansion and new back wall)
(Proposed joint and concrete repair
CC
D D
1’-0"
@ 50°F
2�"
@ 50°F
2�"
8"
8"
NOTES
at original bridge and new back wall)
(Proposed joint and concrete repair
AT PARAPET REMOVALAT PARAPET TO REMAIN
7�"
7"1’-0"
2" 2�"
3’-
8�"
1’-9"
11�"
9"
3"
2" 4"
3’-1"
1’-9"
10"
3"
2’-
10"
7�" sla
b
7�" sla
b
splice
1’-8" min.
8" (T
yp.)
RAB
RAB
JAN
Bar No. Size Length Shape
a(E)
a1(E)
a2(E)
POUNDEpoxy Coated
Reinforcement Bars,
a3(E)
a4(E)
a5(E)
@ 6" cts.
Top
2-#
5 a(E)
bars
@ 6" cts.
Top.
2-#
5 a1(
E)
bars
@ 9�" cts.
Bott.
2-#
5 a2(E)
bars
29’-7" Stage 1 Removal and Construction
@ 9�" cts.
Bott.
2-#
5 a2(E)
bars
@ 6" cts.
Top.
2-#
5 a1(
E)
bars
@ 6" cts.
Top
2-#
5 a(E)
bars
6"1’-5"
2’-1"
2�
"
BAR d3(E)
1’-8"
8"
6"
6"9�"
1’-7"
6"
2’-6" d2(E)
2’-6" d(E)
BAR b(E)
2
3
4
2
4
4
4
a6(E) #6
#5
#5
#5
#5
#5
#5
b(E)
d1(E)
d2(E)
d3(E)
d(E)
h1(E)
h(E)
85
4
4
4
4
2
4
#4
#5
#5
#4
#5
#6
#6
BILL OF MATERIAL
EXPANSION JOINT REPAIR DETAILS
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
cl.
1"
Superstructure
Concrete
SECTION B-BSECTION A-ASECTION C-C
SECTION D-D
to Remain
2" } Conduit
1 �" cl.
1�" cl.
1�" cl.
Clean and epoxy coat (Typ.)
Reinforcement to remain.
Existing Longitudinal
Full Length
�" Drip Notch
a(E)
1" cl.
Clean and epoxy coat (Typ.)
Reinforcement to remain.
Existing Longitudinal Varies
epoxy coat (Typ.)
to remain. Clean and
and slab reinforcement
Existing parapet
2�" cl.
coat (Typ.)
to remain. Clean and epoxy
Existing vertical reinforcement
Clean and epoxy coat (Typ.)
reinforcement to remain.
Existing longitudinal
Clean and epoxy coat (Typ.)
reinforcement to remain.
Existing transverse
h(E)
Bott.
1-#5 a3(E)
28’-0" Stage II Removal and Construction
22’-11�" Widened Section 22’-11�" Widened Section41’-3" Original Construction
2-#4 d3(E)
1-#6 a6(E)
2-#5 d3(E)
@ 6" cts.
Top.
4-#
5 a4(E)
bars
@ 9�" cts.
Bott.
3-#
5 a5(E)
bars
Bott.
1-#5 a3(E)
85-#5 b(E) @ 12" cts. Top
2-#4 d3(E)
1-#6 a6(E)
2-#5 d1(E)
to Remain
2" } Conduit
29’-7" Stage III Removal and Construction
to remain (Typ.)
below parapet
deck reinforcement
Existing longitudinal
Limit of Deck removal
epoxy coat (Typ.)
to remain. Clean and
Existing reinforcementd3(E)
a6(E)
d2(E)
a3(E)
a1(E)
a2(E)
b(E)b(E)
Bar SplicersBar Splicers
REPAIR PLAN AT SOUTH EXPANSION JOINT
(Typical of both expansion joints)
CU YD
Precast Panels to remain
Existing Stay in Place
@ 12
" cts.
2-#
6 h1(
E)
bars
@ 12
" cts.
2-#
6 h(E)
bars
a(E) or a1(E)
a2(E) or a3(E)
a4(E)
a5(E)
BAR d(E) & d2(E)
BAR d1(E)
d(E)
d1(E)
4’-0"
28’-0"
28’-0"
28’-7"
28’-0"
28’-7"
28’-0"
2’-4"
4’-0"
3’-0"
2’-7"
3’-0"
28’-0"
28’-0"
epoxy coat (Typ.)
to remain. Clean and
Existing Reinforcement
h1(E)h(E)
Superstructure.
concrete and shall be incidental to Concrete
6. Protective coat shall be applied to the new parapet
5. Bars designated as (E) shall be epoxy coated.
Section B-B.
of existing stay in place precast panels as shown in
4. Strip Seal rail studs shall be fabricated to remain clear
3. See Sheet 19 for Bar Splicer Details.
2. See Sheet 18 for Strip Seal Joint details.
1. Details this sheet are typical of both expansion joints.
SHEET NO. 19 OF 38 SHEETS
19
and epoxy coat (Typ.)
to remain. Clean
deck reinforcement
Existing longitudinal
@ 12
" cts.
2-#
6 h(E)
bars
1,020
8.0
For one expansion joint replacement
2�" cl.
1�"
Concrete
Overla
y
Proposed 1�
" Late
x
Concrete
Overla
y
Proposed 1�
" Late
x
Concrete
Overla
y
Proposed 1�
" Late
x
Concrete
Overla
y
Proposed 1�
" Late
x
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
zulkowsd=USER NAME
8.0000 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
CJ
_Bridge\
Working
Set\
S-006
Expansion J
oint
Repair
Details.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.P.
KANE
DIVISION OF TRANSPORTATION
KANE COUNTY 38
HSIP-XXXX (XXX)
CONTRACT NO. XXXXXC-XX-XXX-XX
11-00202-03-BR336
10-17-2012
ROLLED RAIL JOINT
SECTION THRU
Item Unit Total
FOOT
BILL OF MATERIAL
Preformed Joint Strip Seal
STRIP SEAL DETAILS
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
PLAN
of parapet
Inside faceStrip seal joint
A
A
30°
3’’
1’-0’’
�’’
Top of deck
edge rail
Top of locking
�’’ } x 6’’ Studs
SECTION A-A
Approach slab Bridge deck
LOCKING EDGE RAIL
�"
automatically end welded at 1’-0" alt. cts.
Article 1006.32 of the Std. Specs.,
flux filled headed studs conforming to
Place �" } x 6" granular or solid
removed (Typ.)
plates after forms are
chipped off flush with the
shall be burned, sawed, or
for �" } bolts. All bolts
�" } holes at 4’-0" cts.
@ 50 ° F
2�"
@ 50 ° F
1�"
Locking Edge Rail min.
3�
"
1�"
�"
�"
RAIL SPLICE
LOCKING EDGE
similar.
Rolled rail shown, welded rail
residue.
rail groove shall be free of weld
The inside of the locking edge
is verified by mock-up.
complete joint penetration
Back gouge not required if***
Grind Flush
***
seal
openin
g
Omit
weld at
SHEET NO. 20 OF 38 SHEETS
and within 10 ft of curbs shall be welded.
sealed with a suitable sealant. Joints in rails at stage lines
Maximum space between rail segments shall be �’’,
according to Article 520.03 of the Standard Specifications.
All steel components shall be galvanized after fabrication
to the County.
Required modifications shall be made at no additional cost
according to the dimensions detailed on this sheet.
joint, the opening and deck dimensions shall be modified
If the Contractor elects to use the welded rail expansion
superstructure are based on a rolled rail expansion joint.
The joint opening and deck dimensions detailed on the
shall be followed.
The manufacturer’s recommended installation methods
spliced at slope discontinuities.
edge rails will not be allowed. Locking Edge Rails may be
seal may vary from manufacturer to manufacturer. Flanged
configuration of the Locking Edge Rails and matching strip
except for the minimum dimensions shown. The actual
The Locking Edge Rails depicted are conceptual only,
rated movement of 4 inches.
are not permitted. The gland shall be sized for a maximum
Rails. Open or "webbed" strip seal gland configurations
seal shall match the configuration of the Locking Edge
a minimum thickness of �’’. The configuration of the strip
The strip seal shall be made continuous and shall have
Notes:
20
RAB
RAB
JAN
172
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
zulkowsd=USER NAME
0.6667 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
CJ
_Bridge\
Working
Set\
S-007
Strip
Seal
Details.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.P.
KANE
DIVISION OF TRANSPORTATION
KANE COUNTY 38
HSIP-XXXX (XXX)
CONTRACT NO. XXXXXC-XX-XXX-XX
11-00202-03-BR336
10-17-2012
BSD-1
Stage construction line
INSTALLATION AND SETTING METHODS
NOTES
Bridge Deck Approach Slab
6’-0’’4’-0’’
Approach slab
Stage I construction Stage II construction
"B" :
"A" :
hatch block
Abutment
(E) : Indicates epoxy coating.
cementing to steel forms.
Set bar splicer assembly by nailing to wood forms or
Set bar splicer assembly by means of a template bolt.
bar
Reinforcement
bar
Reinforcement
Bars
Reinforcement
bar (E)
Threaded splicer
cl.
1�’’
bar (E)
Threaded splicer
bar (E)
Threaded splicer
bar (E)
Threaded splicer
bar (E)
Threaded splicer
bar (E)
Threaded splicer
bolt
Template
’’A’’
’’B’’
Form
Form
bar (E)
Threaded splicer
bar (E)
Threaded splicer
STANDARD MECHANICAL SPLICER
Location
coupler (E)
Threaded
coupler (E)
Threaded
couplers (E)
Threaded
couplers (E)
Threaded
STANDARD BAR SPLICER ASSEMBLY
coupler (E)
Threaded
Locationlap length
Table for minimum
be spliced
Bar size toTable 1 Table 2 Table 3 Table 4
3, 4
5
6
7
8
9
1’-5’’
1’-9’’
2’-1’’
2’-9’’
3’-8’’
4’-7’’
1’-11’’
2’-5’’
2’-11’’
3’-10’’
5’-1’’
6’-5’’
2’-1’’
2’-7’’
3’-1’’
4’-2’’
5’-5’’
6’-10’’
2’-4’’
2’-11’’
3’-6’’
4’-8’’
6’-2’’
7’-9’’
Positive stop
6’-0’’
#5 BAR ON STUB ABUTMENTS
BAR SPLICER ASSEMBLY FOR
INTEGRAL OR SEMI-INTEGRAL ABUTMENTS
BAR SPLICER ASSEMBLY FOR #5 BAR ON
No. required =
No. required =
coupler (E)
Mechanical
Reinforcement bar Reinforcement bar
* *
* Minimum lap length
Minimum Lap Lengths
size
Bar
required
No. assemblies
size
Bar
required
No. assembliesTable 5
or end of approach slab
Stage construction line
Stage I construction Stage II construction
if applicable
Stage line
2’-7’’
3’-3’’
3’-10’’
5’-2’’
6’-9’’
8’-7’’
Table 6
2’-11’’
3’-8’’
4’-5’’
5’-10’’
7’-8’’
9’-8’’
conjunction with black bars.
* Epoxy not required on Bar Splicer Assembly components used in
Threaded splicer bar length = min. lap length + 1�’’ + thread length
Table 6: Epoxy bar, Top bar top, Class C
Table 5: Epoxy bar, Class C
Table 4: Epoxy bar, Top bar lap, 0.8 Class C
Table 3: Epoxy bar, 0.8 Class C
Table 2: Black bar, Top bar lap, 0.8 Class C
Table 1: Black bar, 0.8 Class C
alternatives.
See approved list of bar splicer assemblies and mechanical splicers for
for reinforcement bars. See Section 508 of the Standard Specifications.
Bar splicer assemblies shall be epoxy coated according to the requirements
All reinforcement shall be lapped and tied to the splicer bars.
yield strength.
Splicer bars shall be deformed with threaded ends and have a minimum 60 ksi
1-27-12
RAB
BAR SPLICER ASSEMBLY AND MECHANICAL SPLICER DETAILS
ORCHARD ROAD OVER I-88 STRUCTURE NO. 045-3121
N. Expansion Joint
S. Expansion Joint
N. Expansion Joint
S. Expansion Joint
#5
#5
#6
#6
14
4
4
14 Table 4
Table 4
Table 4
Table 4
SHEET NO. 21 OF 38 SHEETS
21RAB
JAN
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
zulkowsd=USER NAME
0.1667 ’ / in.=PLOT SCALE
10/16/2012=PLOT DATE
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
CJ
_Bridge\
Working
Set\
S-008
Bar Splicer
Asse
mbly.d
gn
= DESIGNED -
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
CHECKED
DRAWN
DATE
F.A.P.
KANE
DIVISION OF TRANSPORTATION
KANE COUNTY 38
HSIP-XXXX (XXX)
CONTRACT NO. XXXXXC-XX-XXX-XX
11-00202-03-BR336
10-17-2012
AHEAD
CLOSED
RIGHT LANE
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ROAD
II
I
SIGN SPACING
Posted Speed Sign Spacing
<45
500’ (150 m)
350’ (100 m)
200’ (60 m) English (Metric)
L=60
WS 2L=
2
150
WS
L=(W)(S) L=0.65(W)(S)
in feet (meters).
Width of offset
mph (km/h).
Normal posted speed
FORMULAS
GENERAL NOTES
55
50-45
unless otherwise shown.
All dimensions are in inches (millimeters)
S =
W =
or greater:
45 mph (80 km/h)
or less:
40 mph (70 km/h)
SPEED LIMIT
Calculate L as follows:
Urban area.
the closure of one or more traffic lanes in an
activities encroach on the pavement requiring
night, any vehicle, equipment, workers or their
This Standard is used where at any time, day or
Arrow board
Cone, drum or barricade
Sign on portable or permanent support
Work area
Barricade or drum with flashing light
Type III barricade with flashing lights
Flagger with traffic control sign.
1
2
3
4
5
6
7
SYMBOLS
6
2
5
barricades
Type l or Type ll
maintenance
For
W20-1(0)-48
construction
For
W20-I103(0)-48
W21-1a(0)-48W20-5(0)-48
L1 1 1
3
Or
Or
(Sheet 1 of 2)
MOUNTABLE MEDIAN
MULTILANE, 2W WITH
URBAN LANE CLOSURE,
STANDARD 701606-08
Repeat every 1 mile (1.6 km).
20’ (6 m) centers in taper.
Cones, drums or barricades at
be doubled.
the interval between devices may
Type I or Type II barricades are used,
at 50’ (15 m) centers. When drums or
(75 m). Additional cones may be placed
Cones at 25’ (8 m) centers for 250’
For approved sideroad closures.
present.
Use flagger sign only when flagger is
Required for speeds > 40 mph.
TABLE for distances.
Refer to SIGN SPACING
W20-7(O)-48
I
I
I
II
I
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROADAHEAD
CONSTRUCTION
ROAD
ROAD
CLOSED
AHEAD
CLOSED
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
CLOSED
LEFT LANE
CLOSED
RIGHT LANE
AHEAD
MPH
X X
MPH
X X
MPH
X X
MPH
X X
Or
Or
W20-1(0)-48
W20-I103(0)-48
6 2
5
barricades
Type l or Type ll
(50 km/h) or less
Speeds 30 mph
W1-3R(O)-48
W13-1(O)-2424
W1-4R(O)-48
W13-1(O)-2424
W6-3(0)-48
W21-1a(0)-48
Or
7
6
1 1 1
W20-5(0)-48
� L
L
L
Type l or Type ll barricades
W20-1(0)-48
W20-I103(0)-48
Type lll barricades 4
4
W20-3(0)-48
4
W20-1(0)-48W20-I103(0)-48
Or
R11-2
(60
m)
200’
7
(50 km/h) or less
Speeds 30 mph
W1-3L(O)-48
W13-1(O)-2424
� L� LL1 1 1
Or
3
W20-5R(0)-48 W21-1a(0)-48
W1-4L(o)-48
W13-1(O)-2424
Or
(Sheet 2 of 2)
MOUNTABLE MEDIAN
MULTILANE, 2W WITH
URBAN LANE CLOSURE,
STANDARD 701606-08
W20-7(O)-48
W6-3(O)-48 and
with flashing lights
Type III Barricade
(Above barricade)
W-1-6R(0)-6030
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
CLOSED
RIGHT LANE
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ROAD
I
I
AHEAD
CLOSED
TURN LANE
LEFT
English (Metric)
L=60
WS 2L=
2
150
WS
L=(W)(S) L=0.65(W)(S)
in feet (meters).
Width of offset
mph (km/h).
Normal posted speed
FORMULAS
GENERAL NOTESSIGN SPACING
Posted Speed Sign Spacing
<45
500’ (150 m)
350’ (100 m)
200’ (60 m)
55
50-45
unless otherwise shown.
All dimensions are in inches (millimeters)
S =
W =
or greater:
45 mph (80 km/h)
or less:
40 mph (70 km/h)
SPEED LIMIT
Calculate L as follows:
requires lane closures in an urban area.
shoulder operations or where construction
activities encroach on the pavement during
night, any vehicle, equipment, workers or their
This Standard is used where at any time, day or
Work area
Cone, drum or barricade
Sign on portable or permanent support
Arrow board
Barricade or drum with flashing light
Flagger with traffic control sign
1
2
3
4
5
7
SYMBOLS
MEDIAN OPERATIONS
LEFT TURN LANE OR CENTER
OPERATIONS
SHOULDER
OPERATIONS
CORNER ISLAND
Or
W20-I103(0)-48
W20-1(0)-48 W20-I103(0)-48 W21-1a(0)-48
Or
44
W21-1a(0)-48
Type II barricade
Type I or
1 1
3
2
Or
W20-I103(0)-48
W20-1(0)-48
5 5
3
2
555
1 1 1
2
6
5
5
5
11
1
Or
4
W21-1a(0)-48
W20-5(0)-48
projects
construction
for contract
W20-I103(0)-48
projects
and utility
maintenance
W20-1(0)-48 for
Or
MULTILANE INTERSECTION
URBAN LANE CLOSURE,
STANDARD 701701-08
L
200’
(60
m)
7
6
speeds > 45 mph.
Advanced arrow board required for
centers in taper.
Cones, drums or barricades at 20’ (6 m)
10’ (3 m) or for bi-directional turn lanes.
Omit this sign when median is less than
present.
Use flagger sign only when flagger is
be doubled.
the interval between devices may
Type I or Type II barricades are used,
at 50’ (15 m) centers. When drums or
(75 m). Additional cones may be placed
Cones at 25’ (8 m) centers for 250’
Required for speed > 40 mph.
for distance.
Refer to SIGN SPACING TABLE
W20-7(O)-48
W20-7(O)-48
Or
W20-7(O)-48
*
OrangeOrange
(100)
4
(50)
2
(150)
6
(75-100)
3-4
(450-900)
18-36
(700-900)
28-36 (700)
28
min.
4’ (1.2
m)
min.
24 (6
00)
(900)
36
min.
18 (450)
min.
24 (600)
min.
24 (600)
min.
36 (9
00)
min.
5’ (1.5
m)
min.
4’ (1.2 m)
(600)
24
(900)
36
(300)
12
(200)
8
(900)
36
min.
3 (75)
(100)
4
(100)
4
(100)
4
(100)
4
(200-300)
8-12
(100)
4
(100)
4
POST MOUNTED
4-6 (100-150)
4-6 (100-150)
(200-300)
8-12
min.
36 (9
00)
(200-300)
8-12
(200-300)
8-12
(300)
12
(150)
6
(150)
6
unless otherwise shown.
All dimensions are in inches (millimeters)
pavement surface.
All heights shown shall be measured above the
CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM
TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE
BARRICADE
DIRECTION INDICATOR VERTICAL BARRICADE
GENERAL NOTES
(Sheet 1 of 3)
DEVICES
TRAFFIC CONTROL
STANDARD 701901-02
CHANNELIZING BARRICADE
DETECTABLE PEDESTRIAN
max.
2 (5
0)
min.
4’ (1.2 m)
min.
36 (9
00)
(200-300)
8-12
*
* *
* *
*
*
Warning lights (if required)*
NEXT X MILES
CONSTRUCTION
ROAD
CONSTRUCTION
END
(IF SPECIFIED)
SIGN
STOP SLOW
**
flashing light
Type B monodirectional
wood post
Metal or
6’ (1.8 m) urban
4’ (1.2 m) rural7’ (2.1 m) min. urban
5’ (1.5 m) min. rural
of pavement
Elevation of edge
Edge of pave
me
nt
embedment
5’ (1.5 m) min.
of curb
or face
pavement
Edge of
of pavement
Elevation of edge
min.
***
12 (3
00)
motorists.
shall be sufficient to be seen by
behind other devices, the height
be 5’ (1.5 m) min. If located
four days, this dimension shall
When work operations exceed***
Orange flags
18x18 (450x450)
lane highways.
Dual sign displays shall be utilized on multi-
within 2 miles (3200 m).
the end of the job unless another job is
END CONSTRUCTION sign shall be erected at
ject limits.
be placed 500’ (150 m) in advance of pro-
ROAD CONSTRUCTION NEXT X MILES sign shall
2 miles (3200 m) or more in length.
This signing is required for all projects
G20-1(0)-6036 G20-2a(0)-6024
(1.8 m - 3.6 m)
6’ - 12’
edge of the paved shoulder.
face of curb or 6’ (1.8 m) to the outside
this dimension shall be 24 (600) to the
When curb or paved shoulder are present**
8 (200) Federal series C
(15)
�
FRONT SIDE REVERSE SIDE
(513)
20�
(1.8
m)
6’
(100)
4
(125)
5 (90)
3�
(600)
24
(125)
5
(175)
7
(400)
16
(175)
7
(125)
5
(600)
24
(600 - 3 m)
24 - 10’
min.
8’ (2.4
m)
7 (180) Federal series B
R.
1� (4
0)
unless otherwise shown.
All dimensions are in inches (millimeters)
POST MOUNTED SIGNS
SIGNS ON TEMPORARY SUPPORTS
HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING
FLAGGER TRAFFIC CONTROL SIGN (Sheet 2 of 3)
DEVICES
TRAFFIC CONTROL
STANDARD 701901-02
ROAD
CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
ROAD CLOSED
TO
THRU TRAFFIC
min.
4’ (1.2 m)min.
5’ (1.5 m)min.
(600)
24
min.
6’ (1.8
m)
min.
7’ (2.1
m)
min.
30 (7
50)
min.
4’ (1.2
m)
min.
7’ (2.1
m)
min.
8’ (2.4 m)
24 (600) |
3� (9
0) |
Weep holes
Traffic
(8 m)
25’
(8 m)
25’
(8 m)
25’
(60 m) |
200
(60 m) |
200
(60 m) |
200warning signs
advance
Construction
flasher
Type Amax.
6 (150)max.
6 (150)
Pavement
R11-2max.
6 (150)
shoulder
Edge of
ROAD CLOSED TO ALL TRAFFIC
in front of the barricade.
NCHRP 350 temporary sign support directly
available, the sign may be mounted on an
sign panel which meets NCHRP 350 is not
If a Type III barricade with an attached
on the back side of the barricades.
Reflectorized striping may be omitted
stepped or smooth
Face may be
Traffic
Epoxy channels
1� (45) |
3� (90) |
(8 m)
25’
(1.5 m)
5’
min.
12 (300)
min.
12 (300)
100’ (3
0
m)
max.
30’ (9.1
m)
min.
flasher
Type AR11-4
Pavement
ROAD CLOSED TO THRU TRAFFIC
directly in front of the barricade.
on NCHRP 350 temporary sign supports
not available, the signs may be mounted
sign panel which meets NCHRP 350 is
Type III barricade with an attached
both sides of the barricades. If a
Reflectorized striping shall appear on
unless otherwise shown.
All dimensions are in inches (millimeters)
MOUNTED
ROOF
TYPE A
MOUNTED
ROOF OR TRAILER
TYPE B
MOUNTED
TRAILER
TYPE C
ARROW BOARDS
PLAN
SECTION A-A TYPICAL INSTALLATION
TEMPORARY RUMBLE STRIPS
TYPE III BARRICADES CLOSING A ROAD
TYPICAL APPLICATIONS OF
(Sheet 3 of 3)
DEVICES
TRAFFIC CONTROL
STANDARD 701901-02
(13) |
�
A
A
~
circular slot
3� (90) vertical
(optional)
all edges
chamfer on
� (13)
(optional)
handling hole
1� (38) Dia.
(optional)
1 (25) R.
(570)
22�
(810)
32
(330)
13
(200)
8
(360)
14
(150)
6
(100)
4
(380)
15
(1.9 m)
6’-3"
(50)
2loop bar
connecting
� (19) Dia.
� (M12) bolt and washer
Insert with galvanized
Lifting slot
(3.8 m)
12’-6"
(1.9 m)
6’-3"
(380)
15
(150)
6
(360)
14
(200)
8
(100)
4
(50)
2
(1145)
45
(455)
18
(300)
12
(300)
12
(455)
18
(1145)
45
(Showing connecting loop bars and vertical panel bolt/insert)
(Showing lifting slot)
(25)
1
(25)
1
(75)
3
nom.
2 (50)
loop bar
� (19) dia. connecting
45°
(990)
39
(150)6
(88|6)
3�|�
hole
� (11) Dia.
� (6)
1 (25) pin
thick washer
approx. 8 guage (4)
x 2� (64) O.D. x
US Std. 1� (27) I.D.
1x8 (25x3) UNC
(13)
�
(25)
1
(610)
24
(End may be beveled � (6) max.)
2 (50) R.
(25)
1
to end of loop bar
from face of barrier
2� (63) measured
(60)
2�
55°
84°
(75)
3
(180)
7
(555)
22
(200)
8
(125)
5
cts.
25’ (7.6
m)
(ty
p.)
(300)
12
Traffic
(typ.)
marker
Type C
unless otherwise shown.
All dimensions are in inches (millimeters)
marker.
See Standard 635011 for dimensions of Type C
markers shall be on both sides of barrier.
When barrier separates opposing flows of traffic
3,000 lb (13 kN) pull-out strength.
The insert for the � (M12) bolt shall be capable of
waterproof paint/ink.
indented on the barrier or painted thereon with
date of manufacture. The markings shall be
"ILLINOIS F SHAPE", the Producer’s mark and the
Each F shape barrier shall be clearly marked with
TOP VIEW
END VIEW
BARRIER WALL MARKERS
GENERAL NOTES
F SHAPE DESIGN
END VIEW
LIFTING SLOT
SECTION A-A
CONNECTING DETAIL
ELEVATION
CONNECTING LOOP BAR
PLAN
(Sheet 1 of 2)
BARRIER
TEMPORARY CONCRETE
STANDARD 704001-07
A
A
ANCHOR PINS
CONNECTING AND
F SHAPE DESIGN
(Sheet 2 of 2)
BARRIER
TEMPORARY CONCRETE
STANDARD 704001-07
s1 bar
No. 4 (No. 13) ~
h1 bar
No. 5 (No. 16)
h2 bars
No. 4 (No. 13)
h1 bars
No. 5 (No. 16)
s2 bars
No. 6 (No. 19)
(810)
32
(160)
6�
(41)
1�
(70)
2�
(308)
12�
(229)
9
(203)
8
(197)
7�
(222)
8�
(222)
8�
(375)
14�
(702)
27�
(3.8 m)
12’-6"
(222)
8�
(702)
27�
(375)
14�
(222)
8�
(222)
8�
(197)
7�
(76)
3
h1 bar
No. 5 (No. 16)
s2 bars
No. 6 (No. 19)
(Reinforcement)
s1 bar
No. 4 (No. 13)
h2 bar
No. 4 (No. 13)
s2 bars
No. 6 (No. 19)
(No. 19)
No. 6 s2 bars
(111)
4�
(54)
2�
(216)
8�
(483)
19
(711)
28
(527)
20�
(229)9
No. 4 (No. 13) bar
(132)
5�
(76)
3
(570)
22�
s2 bars
No. 6 (No. 19)
No. 5 (No. 16) h1 bar No. 4 (No. 13) h2 bar
s2 bars
No. 6 (No. 19)
No. 4 (No. 13) s1 bar
(70)
2�
(95)
3�
h1 bar
s1 bar
s2 bar
on sheet 1
Same pin as
(50)
2
s2 bar
(32)
1�
(25)
1
(50)
2
(203)
8
(203)
8
(489)
19�
(286)
11�
(387)
15�
No. 6 (No. 19) bar
(111)
4�
(54)
2�
(132)
5�
(102)
4No. 4 (No. 13) bar
(483)
19
(711)
28
(229)9
(527)
20�
SECTION C-C ELEVATION s1 BAR
PLAN
ANCHORING DETAIL
SECTION B-B
ALTERNATE s2 BARS
ALTERNATE s1 BAR
C
C
B
B
(50)
2
(100)
4
(100)
4
Edge of pavement
White
Yellow
White
(100)
4
(180)
7
(40)
1�
Edge of pavement
Yellow(3.05 m)
10’
(9.15 m)
30’
(9.15 m)
30’
(3.05 m)
10’White
As specified
As specified
DIVIDED UNDIVIDED
Edge of pavement
(100)
4
(50)
2 (100)
4 (50)
2
(300)
12
(100)
4
(100)
4
(180)
7
(100)
4
(600)
24
(3.05 m)
10’
(600)
24
(600)
24
the Engineer.
As directed by
(7.6 m)
25’
(7.6 m)
25’
(15.2 m)
50’
(600)
24
if present.
and parallel to gate,
or 8’ (2.4 m) back from
Approximately15’ (4.5 m)
Engineer.
by the
as directed
8’ (2.4 m) or
(1.8
m)
6’
(6.1
m)
20’
Std. R
Lane ~
(400)16
unless otherwise shown.
All dimensions are in inches (millimeters)
MARKINGS
TYPICAL PAVEMENT
(Sheet 1 of 2)
STANDARD 780001-03
2 LANE
LANE AND EDGE LINES
MULTI LANE
RAILROAD-HIGHWAY GRADE CROSSING
PAVEMENT MARKINGS AT
of the MUTCD.
as placed by Table 2C-4, Condition B
to the Advance Warning Sign (W10-1)
should be located directly adjacent
is used, a portion of the symbol
When the pavement marking symbol
each lane.
be placed adjacent to each other in
lanes and separate RXR symbols shall
shall extend across all approach
On multi-lane roads, the stop lines
may vary according to lane width.
The transverse spread of the "X"
NOTES
MARKINGS
TYPICAL PAVEMENT
(Sheet 2 of 2)
STANDARD 780001-03
between words)
and word or
(Between arrow
50’ (15 m): rural
20’ (6 m): urban
Large siz
e: rural
Sm
all siz
e:
urban
8’ (2.4
m): rural
6’ (1.8
m): urban
a
a
Height
Legend
Size
Arrowa
6’ (1.8 m) Small 2.9 (74)
8’ (2.4 m) Large 3.8 (96)
6’ (1.8 m) legend and 4 (100) for 8’ (2.4 m) legend.
numerals should be approximately 3 (75) for
The space between adjacent letters or
(1.2 m)
4’
(3 m)
10’
(600)
24
(2.7 m)
9’
(2.4 m)
8’
(1.75 m)
5’-9"
(838)
33
(838)
33
(600)
24
20°
Direction of View
Edge of Pavement
Use mirror image for left lane.
Right lane drop arrow shown.
(5 m)
16’-6"
(750)
30
(750)
30
(3 m)
10’
(200)
8
(200)
8
LETTER AND ARROW GRID SCALE
LANE DROP ARROW
WORD AND ARROW LAYOUT
WRONG WAY ARROW
32
32NTS N/A N/A
PAVEMENT MARKERSTYPICAL RECESSED REFLECTIVE SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Standard
Dra
wings\
CA
D-Final P
DFs\1-
KD
OT.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 2:0.0000 ’:" / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
33
33NTS N/A N/A
PAVEMENT MARKERSTYPICAL RECESSED REFLECTIVE SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4015408\4015408_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Standard
Dra
wings\
CA
D-Final P
DFs\2-
KD
OT.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 2:0.0000 ’:" / in.
PLOT DATE = 10/16/2012
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
10-17-2012
JAP
SDZ
JAC
C-XX-XXX-XX
HSIP-XXXX (XXX)
CONTRACT NO. XXXXX
38
38KANE
SCALE:
336 11-00202-03-BR
DIVISION OF TRANSPORTATION
KANE COUNTY
TAPER LENGTH
BUTT JOINT DETAIL
MILLED TEMPORARY RAMP
EXIST. PAVEMENT
**
*
A: MAINLINE ROADWAYS AND MAJOR SIDE ROADS.
OPTION 2
NOTES
C:
TEMP. RAMP
(NOTE "C")
(NOTE "E")
EXIST. PAVEMENT
EXIST. PAVEMENT
*(NOTE "E")
(NOTE "C")
TEMP. RAMP
(NOTE "D")
(NOTE "F")
(NOTE "D")
THE TEMP. RAMP SHALL BE CONSTRUCTED IMMEDIATELY UPON REMOVAL
BASIS OF PAYMENT:
VARIES
VARIES
TYPICAL TEMPORARY RAMP
OPTION 1
D: THE BUTT JOINT SHALL BE CONSTRUCTED IMMEDIATELY
EXIST. PAVEMENT
EXIST. PAVEMENT
**
**
**
SEE TYPICAL SECTIONS FOR MILLING THICKNESS.
* *
*
MIN
.
**
*
* **
PAY LIMIT FOR
BUTT JOINT
(NOTE "D")
B: MINOR SIDE ROADS.
HMA TAPER DETAIL
TYPICAL BUTT JOINT AND HMA TAPER
FOR RESURFACING ONLY
TYPICAL BUTT JOINT AND HMA TAPER
FOR MILLING AND RESURFACING
HMA CONSTRUCTED TEMPORARY RAMP
PRIOR TO PLACING THE PROPOSED HMA COURSES.
OF THE EXISTING HMA SURFACE.
BUTT JOINT AND
HMA TAPER
PC CONCRETE, HMA OR HMA RESURFACED PAVEMENT.
SAW CUT (INCLUDED IN THE COST
OF HMA SURFACE
REMOVAL - BUTT JOINT)
SAW CUT (INCLUDED IN THE COST
OF HMA SURFACE
REMOVAL - BUTT JOINT)
EXIST. HMA
SURF.
PROP. HMA SURFACE REMOVAL
PROP. PAY LIMIT OF HMA SURF. REMOVAL
FULL THICKNESS OF MILLING
EXIST. HMA
SURF.
PROP. PAY LIMIT OF HMA SURF. REMOVAL
FULL THICKNESS OF MILLING
PROP. HMA SURF. CRSE.
PROP. HMA BINDER CRSE.
HMA SURF. REMOVAL - BUTT JOINT
TEMP. HMA RAMP
PROP. HMA SURF. CRSE.
PROP. HMA BINDER CRSE.
HMA TAPER LENGTH
(FOR BUTT JOINT AND HMA TAPER SEE DETAIL BELOW)
PROP. HMA SURFACE REMOVAL
(FOR BUTT JOINT AND HMA TAPER SEE DETAIL BELOW)
EXIST. HMA
SURFACE
G: SEE ARTICLE 406.08 AND 406.14 OF THE STANDARD SPECIFICATIONS
1 1
/2 (3
8)
4’-6" (1.35 m)1 3/4 (45) FOR E AND F MIX
1 1/2 (40) FOR C AND D MIX
4’-6" (1.35 m) PAY LIMIT
FOR BUTT JOINT
1 3/4 (45) FOR E AND F MIX
1 1/2 (40) FOR C AND D MIX
MIN
.
1 1
/2 "
(38)
1 3/4 (45) FOR E AND F MIX
1 1/2 (40) FOR C AND D MIX
1 3/4 (45) FOR E AND F MIX
1 1/2 (40) FOR C AND D MIX
SAW CUT (INCLUDED IN THE COST
OF HMA OR P.C.C. SURFACE REMOVAL
- BUTT JOINT)
PROP. HMA OR PCC
SURFACE REMOVAL - BUTT JOINTEXIST. HMA OR PCC SURFACE 30’-0" (9.0 m) (NOTE "A")
15’-0" (4.5 m) (NOTE "B")
F: INSTALLATION AND REMOVAL OF THE 4’-6" (1.35 m) TEMP. RAMP IS
INCLUDED IN COST OF HMA SURFACE REMOVAL - BUTT JOINT
20’-0" (6.1 m) PER 1 (25) RESURFACING (NOTE "A")
10’-0" (3.0 m) PER 1 (25) RESURFACING (NOTE "B")
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS
OTHERWISE SHOWN.
E: TAPER THE TEMP. RAMP AT A RATE OF 3’-0" (900 mm) PER 1 INCH (25 mm) OF MILLING THICKNESS.
THE BUTT JOINT WILL BE PAID FOR AT THE CONTRACT UNIT PRICE
PER SQUARE YARD (SQUARE METER)
FOR "HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT" OR
FOR "PORTLAND CEMENT CONCRETE SURFACE REMOVAL- BUTT JOINT".
FOR "HMA AND/OR PCC SURFACE REMOVAL, BUTT JOINT".
SECTION COUNTY
ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO. 1
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SHEET NO. 1 OF 1 SHEETS STA. TO STA. SCALE: NONE
STATE OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
FILE NAME
W:\diststd\22x34\bd32.dgn
gaglianobtUSER NAME =
PLOT SCALE = 50.0000 ’ / IN.
PLOT DATE = 1/4/2008
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
06-13-90
F.A. .
BUTT JOINT AND
HMA TAPER DETAILS
M. DE YONG
R. BORO 01-01-07
M. GOMEZ 04-06-01
A. ABBAS 03-21-97
R. SHAH 10-25-94
BD400-05 BD32
KANE 38
P.
34336 11-00202-03-BR
ROAD
CONSTRUCTION
AHEAD
ROAD
CONSTRUCTION
AHEAD
ROAD
CONSTRUCTION
AHEAD
WORK AREA
ROAD
CONSTRUCTION
AHEAD
LO
CA
L S
TR
EE
T;
SP
EE
D
LIM
IT
40
MP
H O
R L
ES
S
W20-1(0)
M6-4(0)-2115
M6-1(0)-2115
NOTES:
DRIVEWAY
TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS, AND DRIVEWAYS
ROAD CONSTRUCTION AHEAD
ROAD CONSTRUCTION AHEAD
THE CLOSED PORTION OF THE MAIN ROUTE SHALL BE PROTECTED BY
BLOCKING WITH TYPE III BARRICADES, 1/2 OF THE CROSS SECTION
OF THE CLOSED PORTION.
WHEN THE SIDE ROAD LIES BETWEEN THE BEGINNING OF THE MAINLINE
SIGNING AND THE WORK ZONE, A SINGLE HEADED ARROW (M6-1) SHALL
BE USED IN LIEU OF THE DOUBLE HEADED ARROW (M6-4).
1.
a)
b)
2.
3.
A. FOR NO LANE RESTRICTION ON THE SIDE ROAD OR DRIVEWAYS FOR A LANE CLOSURE ON A SIDE ROAD OR DRIVEWAY:B.
ADVANCE WARNING SIGNS ARE TO BE OMITTED ON DRIVEWAY UNLESS
OTHERWISE NOTED.
C.
D.
SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER:
OF THE MAIN ROUTE.
THE CLOSED PORTION OF THE MAIN ROUTE SHALL BE PROTECTED BY
BLOCKING WITH TYPE I, TYPE II OR TYPE III BARRICADES, 1/3 OF
THE CROSS SECTION OF THE CLOSED PORTION.
USE APPLICABLE PORTIONS OF THE TYPICAL APPLICATION OF TRAFFIC
CONTROL DEVICES (STD. 701501, STD. 701606 OR THE APPROPRIATE STANDARD).
THE SPACING OF SIGNS AND BARRICADES SHALL BE ADJUSTED FOR FIELD
CONDITIONS AS DIRECTED BY THE ENGINEER. THE DIRECTIONAL ARROW
SHALL BE COVERED OR REMOVED WHEN NO LONGER CONSISTENT WITH THE
SIDE ROAD LANE CLOSURE.
TYPE I OR TYPE II BARRICADES WITH ONE
FLASHING AMBER LIGHT ON EACH, OR
TYPE III BARRICADES WITH TWO FLASHING
AMBER LIGHTS ON EACH.
THE TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS,
AND DRIVEWAYS SHALL BE INCIDENTAL TO THE COST OF SPECIFIED TRAFFIC
CONTROL STANDARDS OR ITEMS.
a)
b)
TYPE III BARRICADES
WITH TWO FLASHING AMBER
LIGHTS ON EACH.
48 (1.2
m)
15 (380)
21 (530)
50
0’| (1
50
m)
CO
LL
EC
TO
R
SP
EE
D L
IM
IT
> 4
0 M
PH
(6
0 k
m/h
)
500’| (150 m
|)
48 (1.2
m)
36 (900)
200’| (60 m|)
36 (900)
200’| (60 m|)
SIDE ROAD WITH A SPEED LIMIT OF 40 MPH (60 km/h) OR LESS AS
ONE SIGN 36 x 36 (900x900) WITH A FLASHER
AND FLAG MOUNTED ON IT APPROXIMATELY 200’ (60 m) IN ADVANCE
ONE SIGN 48 x 48 (1.2 m x 1.2 m) WITH A
FLASHER MOUNTED ON IT APPROXIMATELY 500’ (150 m) IN ADVANCE
OF THE MAIN ROUTE.
SIDE ROAD WITH A SPEED LIMIT GREATER THAN 40 MPH (60 km/h)
AS SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER:
All dimensions are in millimeters (inches)
unless otherwise shown.
SECTION COUNTY
ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO. 1
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SHEET NO. 1 OF 1 SHEETS STA. TO STA. SCALE: NONE
STATE OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
FILE NAME
W:\diststd\22x34\tc10.dgn
gaglianobtUSER NAME =
PLOT SCALE = 50.000 ’ / IN.
PLOT DATE = 1/4/2008
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
LHA
06-89
F.A. .
TRAFFIC CONTROL AND PROTECTION FOR
SIDE ROADS, INTERSECTIONS, AND DRIVEWAYSTC-10
J. OBERLE 10-18-95
A. HOUSEH 03-06-96
A. HOUSEH 10-15-96
T. RAMMACHER 01-06-00
KANE 38 35
P.
336 11-00202-03-BR
ONLY
ONLY
ONLY
ONLY
ONLY
2’ (600)
SECTION COUNTY
ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO. 1
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SHEET NO. 1 OF 1 SHEETS STA. TO STA. SCALE: NONE
STATE OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
FILE NAME
c:\pw_work\pwidot\drivakosgn\d0108315\tc13.dgn
drivakosgnUSER NAME =
PLOT SCALE = 50.000 ’ / IN.
PLOT DATE = 9/9/2009
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
03-19-90
F.A. .
DISTRICT ONE
TYPICAL PAVEMENT MARKINGSTC-13
EVERS T. RAMMACHER 10-27-94
SCHOOL PEDESTRIANBICYCLE & EQUESTRIAN
E10’
E
MULTI-LANE UNDIVIDED
MULTI-LANE DIVIDED
E
E
E
E
2-LANE ROADWAY
SET OF ARROW - "ONLY" INSTALLED MIDWAY BETWEEN THE OTHER TWO SETS OF
CR
OS
S
ST
RE
ET
8’ 8’
NO DIAGONALS
E
E
(MINIMUM 5)
45^
TYPE OF MARKING WIDTH OF LINE
E
TYPICAL PAINTED MEDIAN MARKING
SEE DETAIL "A" SEE DETAIL "B"
TYPICAL CROSSWALK MARKING
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
TYPICAL TURN LANE MARKING
R=
VARIES
TYPICAL ISLAND MARKING
ISLAND AT PAVEMENT EDGE
ISLAND OFFSET FROM PAVEMENT EDGE
WITH MOUNTABLE MEDIAN
TYPICAL LEFT (OR RIGHT) TURN LANE
R=
MEDIAN WITH TWO-WAY LEFT TURN LANE
TYPICAL LANE AND EDGE LINE MARKING
MEDIAN LENGTH
45^
DETAIL "B"DETAIL "A"
FOR MEDIAN LENGTHS WHERE DIAGONAL SPACING
CANNOT BE ATTAINED, USE 5 (FIVE) EQUALLY SPACED
DIAGONAL LINES.
DIAGONAL LINE SPACING:
NOTE: MEDIANS WITH BARRIER CURB DO NOT REQUIRE AN EDGE LINE
~
*
*
E
2 2
ARROW - "ONLY".
CENTERLINE ON 2 LANE PAVEMENT
CENTERLINE ON MULTI-LANE UNDIVIDED
PAVEMENT
NO PASSING ZONE LINES:
FOR ONE DIRECTION
FOR BOTH DIRECTIONS
LANE LINES
DOTTED LINES
(EXTENSIONS OF CENTER, LANE OR
TURN LANE MARKINGS)
SAME AS LINE BEING
EXTENDED
EDGE LINES
TURN LANE MARKINGS
TWO WAY LEFT TURN MARKING
CROSSWALK LINES (PEDESTRIAN)
A. DIAGONALS (BIKE & EQUESTRIAN)
B. LONGITUDINAL BARS (SCHOOL)
STOP LINES
PAINTED MEDIANS
GORE MARKING AND
CHANNELIZING LINES
RAILROAD CROSSING
SHOULDER DIAGONALS
FOR FURTHER DETAILS ON PAVEMENT MARKING REFER TO
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION AND STATE STANDARD 780001.
2 (50) TO EDGE OF EDGE LINE
4 (100) WHITE EDGE LINE
4 (100) YELLOW ~
11 (280) C-C
1 1/2 (40) 5 1/2 (140) C-C
30’ (9 m)
10’ (3 m)
2 (50) 4 (100) WHITE EDGE LINE
4 (100) YELLOW ~
2 (50) TO EDGE OF EDGE LINE
4 (100) WHITE EDGE LINE 10’ (3 m)30’ (9 m)
4 (100) YELLOW
4 (100) WHITE LANE LINE11 (280) C-C
10’ (3 m)
4 (100) YELLOW
30’ (9 m)
2 (50) 4 (100) WHITE EDGE LINE
4 (100) WHITE LANE LINE
4 (100) WHITE EDGE 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
4 (100) WHITE 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))
All dimensions are in inches (millimeters)
unless otherwise shown.
2 @ 4 (100) WITH
12 (300) DIAGONALS
@ 45^
NO DIAGONALS USED FOR
4’ (1.2 m) WIDE MEDIANS
SKIP-DASH
AND SOLID
IN PAIRS
YELLOW:
TWO WAY TRAFFIC
WHITE:
ONE WAY TRAFFIC
10’ (3 m) LINE WITH 30’ (9 m) SPACE FOR
SKIP-DASH; 5 1/2 (140) C-C BETWEEN SOLID
LINE AND SKIP-DASH LINE
SEE TYPICAL TWO-WAY LEFT TURN
MARKING DETAIL
11 (280) C-C FOR THE DOUBLE LINE
SEE TYPICAL PAINTED MEDIAN MARKING.
WHITE - RIGHT
YELLOW - LEFT
C. JUCIUS 09-09-09 KANE 38 36
P.
336 11-00202-03-BR
KANE 38 37
P.
N/AN/A
11-00202-03-BR336
KANE 38 38
P.
N/AN/A
11-00202-03-BR336