division of highways · 2014. 11. 20. · engineering scales. reduced sized plans will not conform...
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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: -
STATE OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
1
STATE OF ILLINOIS
DIVISION OF HIGHWAYS
CONTRACT NO.
J.U.L.I.E.
JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION
PRINTED BY THE AUTHORITYOF THE STATE OF ILLINOIS
0
0
0
50'
50'
50'
100'
100'
1''= 40'
1''= 50'
FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD
ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.
ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT
CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS
STEPHENSON
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
OR 811
1-800-892-0123
F.A.
SECTION 08-00378-00-CH
KANE
DEPARTMENT OF TRANSPORTATION
PROPOSED
HIGHWAY PLANSCOUNTY HIGHWAY 10 (MAIN ST.) AT NELSON LAKE ROAD
INTERSECTION IMPROVEMENT
08-00378-00-CH
KANE COUNTY
JOB NUMBER: C-91-165-09
KANE COUNTY DIVISION OF TRANSPORTATION
(CH 10) MAIN ST.BLISS RD
FABYAN
PKW
Y
HUGHES RD
RA
ND
ALL R
D
NELS
ON
LA
KE R
D
SEAVY RD
MCKEE ST.
WILSON ST.
MAIN ST.
WESTER
N
AVE
FABYAN PRKYKA
NEVILL
E RD
WEN
MOTH
RD
NET LENGTH = 1140 FT. = 0.216 MILE
GROSS LENGTH = 1140 FT. = 0.216 MILE
LOCATION MAP
SCALE: N.T.S.
APPROVED 20
KANE COUNTY DIVISION OF TRANSPORTATION
20PASSED
DISTRICT 1 ENGINEER OF LOCAL ROADS & STREETS
RELEASED FOR BID
BASED ON LIMITED
REVIEW
DEPUTY DIRECTOR OF HIGHWAYS, REGION 1 ENGINEER
PHONE: (630) 641-9900DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240SE3, LLC
INDEX OF SHEETS
FIELD ENGINEER - GLENN TREDINNICK (847)705-4415
PROJECT ENGINEER - MATT GAUNTT (630)641-9900
BATAVIA TOWNSHIP
MAIN STREETSTA. 664+29
PROJECT BEGINS
NELSON LAKE RDSTA. 96+51PROJECT BEGINS
MAIN STREETSTA. 675+69PROJECT ENDS
T 39N
R8E 3RD P.M.
POSTED SPEED LIMIT
NELSON LAKE ROAD: 40MPH
MAIN STREET: 45MPH
DESIGN DESIGNATION
DHV (23) ARTERIAL 4.25 (HMA-20)
NELSON LAKE RDSTA. 100+00
PROJECT ENDS
PROJECT No: CMM-9003(138)
NELSON LAKE ROAD: 7,000
MAIN STREET: 13,000
ADT
CROSS SECTIONS
IDOT DISTRICT ONE DETAILS
BORING LOG DETAILS
RIGHT OF WAYS PLATS
LANDSCAPE PLAN
SIGNAGE PLAN
PAVEMENT MARKING PLAN
INTERSECTION PLAN
DRAINAGE PLAN & PROFILE
PLAN & PROFILE
REMOVAL PLAN
TEMPORARY EROSION CONTROL
MAINTENANCE OF TRAFFIC
SUGGESTED STAGES OF CONSTRUCTION
DETOUR ROUTE LAYOUT
ALIGNMENTS, TIES, AND BENCHMARKS
SCHEDULE OF QUANTITIES
TYPICAL SECTIONS
SUMMARY OF QUANTITIES
HIGHWAY STANDARDS, DISTRICT DETAILS, & GENERAL NOTES
COVER SHEET
DESCRIPTION
38-47
27-37
24-26
22-23
21
20
19
18
16-17
14-15
13
12
10-11
9
8
7
6
5
3-4
2
1
SHEET NO.
47
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
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GENERAL NOTES
COUNTY (630-584-1170) FOR VERFICATION OF ANY UTILITY LOCATIONS IN THE FIELD.
48 HOURS PRIOR TO THE START OF ANY EXCAVATION, THE CONTRACTOR SHALL CALL J.U.L.I.E. AND KANE
UTILITIES NEED TO BE RELOCATED.
THE CONTRACTOR SHALL COORDINATE WITH ALL ABOVE AND UNDERGROUND UTILITY COMPANIES IF
SANDBAGS.
SANDBAGS ON THE BOTTOM RAIL. A TYPE III BARRICADE SHALL REQUIRE A MINIMUM OF FOUR (4)
BARRICADES: ALL UNBALLASTED TYPE I AND TYPE II BARRICADES SHALL HAVE A MINIMUM OF TWO (2)
CONCRETE CURB AND GUTTER.
SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE APPLICABLE TYPE OF COMBINATION
AFTER THE CONSTRUCTION OF THE PROPOSED COMBINATION CONCRETE CURB AND GUTTER. THIS WORK
THE CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS MAINTAINED AT ALL TIMES DURING AND
SECTION 201 OF THE STANDARD SPECIFICATIONS.
DAMAGED BY THE CONTRACTOR SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF
EXISTING PLANT MATERIAL AND THE REPAIR OR REPLACEMENT OF EXISTING PLANT MATERIAL
PLANT MATERIAL FOR WHICH THE CONTRACT DOES NOT PROVIDE REMOVAL. THE PROTECTION OF
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION OF EXISTING
KANE COUNTY DIVISION OF TRANSPORTATION.
INTERPRETED TO BE THE LATEST STANDARDS OF THE ILLNOIS DEPARTMENT OF TRANSPORTATION AND
ANY REFERENCE TO STANDARDS THROUGHOUT THE PLANS OR SPECIAL PROVISIONS SHALL BE
COORDINATE WITH PRIVATE UTILITY OWNERS TO HAVE THE ADJUSTMENTS PERFORMED.
UTILITY STRUCTURES SHALL BE ADJUSTED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR SHALL
SHALL BE ADJUSTED TO MATCH THE PROPOSED ROADWAY GRADES. THE FRAMES AND LIDS OF PRIVATE
IMPROVEMENT PROJECT THAT ARE NOT NOTED ON THE PLANS FOR REPLACEMENT OR RECONSTRUCTION
THE FRAMES AND LIDS OF EXISTING UTILITY OR DRAINAGE STRUCTURES WITHIN THE LIMITS OF THIS
NOT DEEMED NECESSARY AND NO EXTRA COMPENSATION SHALL BE DUE TO THE CONTRACTOR.
SECTION 201 OF THE STANDARD SPECIFICATIONS. THESE QUANTITIES WILL BE DEDUCTED IF THE WORK IS
TREE TRUCK PROTECTION AND TREE PRUNING SHALL BE MEASURED AND PAID FOR ACCORDING TO
THE REQUIREMENTS OF ARTICLE 201.05 AND 201.06 OF THE STANDARD SPECIFICATIONS, RESPECTIVELY.
FIELD BY THE ENGIINEER. TREE TRUCK PROTECTION AND TREE PRUNING SHALL BE DONE ACCORDING TO
TREES MAY BE IMPACTED BY CONSTRUCTION ACTIVITY. THE ACTUAL NEED SHALL BE DETERMINED IN THE
TREE PRUNING AND TREE TRUCK PROTECTION HAVE BEEN PROVIDED FOR LOCATIONS WHERE EXISTING
BE DEDUCTED AND NO ADDITIONAL COMPENSATION WILL BE DUE THE CONTRACTOR.
CONSIDERATION BY THE ENGINEER. IF PAVEMENT PATCHING IS NOT REQUIRED, THEN THE QUANTITY WILL
ACTUAL NEED FOR PAVEMENT PATCHING WILL BE DETERMINED IN THE FIELD AT THE TIME OF
PAVEMENT PATCHING HAS BEEN PROVIDED FOR THE REPAIR OF LOCALIZED PAVEMENT FAILURES. THE
OF LEVELING BINDER.
PATCHING OF THE EXISTING PAVMENT, WHERE REQUIRED SHALL BE COMPLETED PRIOR TO THE PLACEMENT
EXPENSE.
THAT IS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND AND AT THEIR
THE PLANS TO BE REMOVED AND AS DIRECTED BY THE ENGINEER. LANDSCAPING TO BE PROTECTED
THE CONTRACTOR SHALL TAKE CARE TO PROTECT EXISTING LANDSCAPING AT LOCATIONS NOT SHOWN ON
LAYOUT AND STAKING FOR ALL CONSTRUCTION OPERATIONS SHALL BE PROVIDED BY THE CONTRACTOR.
2.
3.
COMPLIANCE WITH THE ABOVE REQUIREMENTS.
SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR
AREA AND/OR CONSTRUCTION LIMITS. ANY ADDITIONAL STAGING AREAS ADJACENT TO THE PROJECT ARE
THE CONTRACTOR'S OPERATIONS AND TEMPORARY STORAGE ACTIVITIES SHALL BE LIMITED TO THE WORK
HARMFUL TO PLANT GROWTH.
LUMPS, BRUSH WEEDS, AND OTHER LITTER AND FREE OF ROOT STUMPS, STONES AND OTHER MATERIAL
TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY
23.
25.
1 1
& GENERAL NOTES
HIGHWAY STANDARDS, DISTRICT DETAILS,
HIGHWAY DETAILS
DISTRICT DETAILS
1.
OPERATIONS NEAR THEM AND IS RESPONSIBLE FOR ANY DAMAGE THAT MAY BE CAUSED.
ARE APPROXIMATE. THE CONTRACTOR SHALL USE SPECIAL CARE WHEN COORDINATING CONSTRUCTION
THE LOCATIONS AND ELEVATIONS OF THE VARIOUS UNDERGROUND UTILITIES AS SHOWN ON THE DRAWINGS
SEPARATELY PER SECTION 202 OF THE STANDARD SPECIFICATIONS.
CLEARING OF BRUSH, BUSHES AND TREES WITH A DIAMETER LESS THAN 6" WILL NOT BE PAID FOR
THE RIGHT-OF-WAY LINE WILL BE CONSIDERED TO BE CLEARING AND NOT MEASURED FOR PAVEMENT.
WHERE SPECIFIED ON THE PLANS, OR DIRECTED BY THE ENGINEER, TRIMMING OF VEGETATION TO
EARTH EXCAVATION.
WORK SHALL NOT BE MEASURED SEPARATELY FOR PAYMENT, BUT SHALL BE INCLUDED IN THE COST OF
PROPOSED DITCHES AT THE LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER. THIS
SHALL BE RESPONSIBLE FOR CAPPING THE EXISTING SUBSURFACE DRAINS OR CONNECTING TO THE
BE REMOVED AND CONSIDERED TO BE INCLUDED IN THE COST OF EARTH EXCAVATION. THE CONTRACTOR
ALL SUBSURFACE DRAINS AND/OR FIELD TILES ENCOUNTERED IN THE ROADWAY EXCAVATION SHALL
CONSTRUCTED UNTIL THE SURFACES THAT DRAIN TO THEM ARE FULLY PAVED OR VEGETATED.
THE PROPOSED DRAINAGE STRUCTURES AND PIPES SHALL BE PROTECTED IMMEDIATELY AFTER THEY ARE
BE CONSIDERED THE CONSTRUCTION LIMIT.
WHERE THE LIMITS OF CONSTRUCTION HAVE NOT BEEN SHOWN ON THE PLANS, THE RIGHT-OF-WAY SHALL
LEVELING BINDER (MACHINE METHOD) USED.
FIELD BY THE ENGINEER. THE CONTRACTOR SHALL ONLY BE COMPENSATED FOR ACTUAL QUANTITIES OF
MILLING OF THE SURFACE COURSE. ACTUAL USE OF THE LEVELING BINDER SHALL BE DETERMINED IN THE
LEVELING BINDER (MACHINE METHOD) HAS BEEN PROVIDED FOR CROSS SLOPE CORRECTION FOLLOWING THE
MATERIAL.
DISPOSED OF. QUANTITIES FOR THIS WORK ARE INCLUDED IN REMOVAL AND DISPOSAL OF UNSUITABLE
IT IS ASSUMED THAT 4" OF THE EXISTING GROUND OUTSIDE THE PAVEMENT SHALL BE REMOVED AND
(RAP), CONCRETE OR BITUMINOUS.
SUBBASE GRANULAR MATERIAL CAN BE CA-6 GRADATION OF CRUSH STONE, CRUSHED GRAVEL, ASPHALT
MAY BE USED.
INSERT) SUPPLIED BY SURV-KAP INC. WEB SITE IS HTTP://SURV-KAP.COM) AN APPROVED EQUIVALENT
SHALL INCLUDE A 2.5 INCH ALUMINUM DIAMETER CAP, MODEL SK-108-2.5 D (DOME TOP WITH PLASTIC
ALL RIGHT-OF-WAY MONUMENTATION SHALL BE MARKED WITH 5/8" DIA. X 24" LONG REBAR. THE REBAR
AS "PLS 1234".
ALL CAPS SHALL BE IDENTIFIED AS "COUNTY OF KANE" WITH SURVEYORS REGISTRATION NUMBER SUCH
SURVEYOR.
ALL MONUMENTATION SHALL BE ESTABLISHED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL LAND
DISRUPTED BY THEIR OPERATIONS.
HAVING AN AUTHORIZED SURVEYOR RE-ESTABLISH ANY SECTION OR SUBSECTION MONUMENTS
WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR
PRESERVE ALL PROPERTY MARKERS UNTIL THE OWNER, AN AUTHORIZED AGENT, OR LAND SURVEYOR HAS
BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND CAREFULLY
WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED
INSTALLED.
THE FIELD. THE CONTRACTOR SHALL ONLY BE COMPENSATED FOR THE QUANTITY OF PGES THAT IS
WET. THE ACTUAL AMOUNT AND LOCATION OF UNDERCUT WILL BE DETERMINED BY THE ENGINEER IN
POROUS GRANULAR EMBANKMENT HAS BEEN PROVIDED FOR SOILS THAT TEND TO BE UNSTABLE WHEN
SPECIFICATIONS.
DRAWINGS. ALL SIGNS SHALL BE INSTALLED ACCORDING TO THE MUTCD AND THE STANDARD
ALL SIGN RELOCATIONS AND PROPOSED SIGNS SHALL BE PLACED IN THE LOCATIONS INDICATED ON THE
THE COST OF OTHER ITEMS.
DENOTES WORK INCLUDED IN
FRAME OR GATE.
THE FLOWLINE OF THE GUTTER, OTHERWISE, TOP OF GRATE ELEVATIONS ARE TO THE CENTER OF THE
TOP OF GRATE ELEVATIONS FOR DRAINAGE STRUCTURES LOCATED WITHIN THE CURB AND GUTTERS ARE AT
IN THE CONTRACT.
FREE OF DIRT AND DEBRIS. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED
EACH WORKING DAY. AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL STRUCTURES SHALL BE
DRAINAGE STRUCTURES DUE TO CONSTRUCTION OPERATIONS SHALL BE REMOVED AT THE CLOSE OF
ANY LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DITCHES, GUTTERS, CROSSROAD PIPES, OR
EXCAVATION.
THE REMOVAL OF EXISTING ENTRANCE CULVERTS SHALL BE INCLUDED IN THE COST OF EARTH
STORM SEWER SHALL BE BACKFILLED IN ACCORDANCE WITH ARTICLE 550.07 METHOD 1 ONLY.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
AS INCIDENTAL TO THE CONTRACT.
SPECIFIED HEREIN WILL NOT BE PAID FOR SEPARATELY, BUT THE COST THEREOF SHALL BE CONSIDERED
SETTLEMENT, DISPLACEMENT, OR DAMAGE TO THE UTILITIES. THE PROTECTION OF THE UTILITIES AS
THE CONTRACTOR SHALL BRACE AND SUPPORT THE UTILITIES PROPERLY IN ORDER TO PREVENT
THE CONTRACTOR SHALL PROTECT EXISTING AND NEW UTILITIES. WHEN REQUIRED BY THE ENGINEER,
24.
26.
27.
28.
29.
30.
THE COUNTY.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE RESPECTIVE UTILITIES AND
UTILITY OWNERS AS PROVIDED FOR IN THE STANDARD SPECIFICATIONS.
PRIOR TO THE START OF CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL COOPERATE WITH ALL
THE UTILITIES AND THEIR APPURTENANCES MAY BE LOCATED AND ADJUSTED OR MOVED, IF NECESSARY,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL EXISTING FACILITIES SO
POTASSIUM FERTILIZER NUTRIENT - 90 LBS./ACRE
PHOSPHORUS FERTILIZER NUTRIENT - 90 LBS./ACRE
NITROGEN FERTILIZER NUTRIENT - 90 LBS./ACRE
FERTILIZER NUTRIENTS SHALL BE APPLIED AT THE FOLLOWING RATES PER ACRE:
RESIDENTIAL ACCESS ON NELSON LAKE ROAD SHALL BE INCLUDED IN THE COST OF EARTH EXCAVATION.
COST OF REMOVING, RELOCATING, SAFE STORAGE, AND RESTORATION OF DECORATIVE ROCKS ON
31.
32.
33.
34.
35.
36.
37.
38.
39.
RK
DHO
RK
9/2013
TC-22
TC-16
TC-13
TC-11
TC-10
BD-51
BD-32
BD-22
BD-03
BD-02
BD-01
RAP WILL NOT BE ALLOWED FOR USE AS AN AGGREGATE FOR SHOULDER STONE.
TYPICAL APPLICATIONS RAISED REFLECTIVE PAVEMENT MARKERS
TYPICAL PAVEMENT MARKINGS (2 SHEETS)
APPLICATIONS OF TYPES A & B POSTS (FOR SIGNS & MARKERS)
TELESCOPING STEEL SIGN SUPPORT
SIGN PANEL ERECTION DETAILS
SIGN PANEL MOUNTING DETAILS
TRAFFIC CONTROL DEVICES (3 SHEETS)
URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED
LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS
LANE CLOSURE, 2L, 2W, DAY ONLY, FOR SPEEDS >/= 45 MPH
OFF-RD MOVING OPERATIONS, 2L, 2W, DAY ONLY
OFF-RD OPERATIONS, 2L, 2W, 15' (4.5m) TO 24" (600mm) FROM PAVEMENT EDGE
OFF-RD OPERATIONS, 2L, 2W, MORE THAN 15' (4.5m) AWAY
RIGHT OF WAY MARKERS
CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER (2 SHEETS)
FRAME AND GRATE TYPE 11
FRAME AND LIDS TYPE 1
PRECAST REINFORCED CONCRETE FLAT SLAB TOP
MANHOLE TYPE A
INLET - TYPE A
CATCH BASIN TYPE A
PRECAST REINFORCED CONCRETE FLARED END SECTION
CLASS C AND D PATCHES
TEMPORARY EROSION CONTROL SYSTEMS (2 SHEETS)
STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS (8 SHEETS)
781001-03
780001-03
729001-01
728001-01
720006-03
720001-01
701901-02
701501-06
701301-04
701201-04
701011-03
701006-04
701001-02
666001-01
606001-05
604051-03
604001-03
602601-02
602401-03
602301-03
602001-02
542301-03
442201-03
280001-07
000001-06
ARTERIAL ROAD INFORMATION SIGN
PAVEMENT MARKING LETTERS AND SYMBOLS FOR TRAFFIC STAGING
DISTRICT ONE TYPICAL PAVEMENT MARKERS
TYPICAL APPLICATIONS RAIDED REFLECTIVE PAVEMENT MARKERS (SNOW-PLOW RESISTANT)
TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS, AND DRIVEWAYS
BENCHING DETAIL FOR EMBANKMENT WIDENING
BUTT JOINT AND HMA DETAILSBENCHING DETAIL FOR EMBANKMENT WIDENING
PAVEMENT PATCHING FOR HMA SURFACED PAVEMENT
OUTLET FOR CONCRETE CURB AND GUTTER
DRIVEWAY DETAILS - DISTANCE BETWEEN R.O.W. AND FACE OF CURB <15'(4.5m)
SHOULDER >15'(4.5m)
DRIVEWAY DETAILS - DISTANCE BETWEEN R.O.W. AND FACE OF CURB & EDGE OF
BELOW ARE CONTACT DETAILS FOR VARIOUS UTILITIES THAT WILL BE IMPACTED BY THE PROJECT.
NICOR
COMED
COMCAST
ATT
AGENCY
CONSTANCE LANE
JOE STACHO
TED WYMAN
JIM EVERETT
CONTACT PERSON
630-388-3830
630-424-5704
630-600-6349
770-750-6181
TELEPHONE NO.
40.
47 2
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
SP NUMBER ITEM UNIT TOTAL QTY
I000-2A
ROADWAY
SP NUMBER ITEM UNIT TOTAL QTY
I000-2A
ROADWAY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
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1 2
SUMMARY OF QUANTITIESDHO
RK
9/2013
* SPECIAL PROVISION
X SPECIALTY ITEMS
12
21
50
3
2
3,000
500
500
145
3,650
100
500
1.00
85
85
85
20
160
1,600
2
2
30
30
2,400
2,170
3,500
20
1,170
12
21
50
3
2
3,000
500
500
145
3,650
100
500
1.00
85
85
85
20
160
1,600
2
2
30
30
2,400
2,170
3,500
20
1,170
UNIT
UNIT
FOOT
EACH
EACH
CU YD
CU YD
CU YD
CU YD
SQ YD
FOOT
FOOT
ACRE
POUND
POUND
POUND
SQ YD
UNIT
FOOT
FOOT
EACH
EACH
SQ YD
SQ YD
SQ YD
SQ YD
SQ YD
TON
GALLON
TREE REMOVAL (6 TO 15 UNITS DIAMETER)
TREE REMOVAL (OVER 15 UNITS DIAMETER)
TEMPORARY FENCE
TREE TRUNK PROTECTION
TREE PRUNING (1 TO 10 INCH DIAMETER)
EARTH EXCAVATION
REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL
POROUS GRANULAR EMBANKMENT
TRENCH BACKFILL
TOPSOIL FURNISH AND PLACE, 6"
EXPLORATION TRENCH 60" DEPTH
GRADING AND SHAPING DITCHES
SEEDING, CLASS 2A
NITROGEN FERTILIZER NUTRIENT
PHOSPHORUS FERTILIZER NUTRIENT
POTASSIUM FERTILIZER NUTRIENT
EROSION CONTROL BLANKET
SUPPLEMENTAL WATERING
TEMPORARY DITCH CHECKS
PERIMETER EROSION BARRIER
INLET & PIPE PROTECTION
INLET FILTERS
STONE RIPRAP, CLASS A5
FILTER FABRIC
SUBBASE GRANULAR MATERIAL, TYPE B 6"
HOT-MIX ASPHALT BASE COURSE, 12"
PREPARATION OF BASE
AGGREGATE SURFACE COURSE, TYPE B
BITUMINOUS MATERIALS (PRIME COAT)
20100110
20100210
20101000
20101100
20101300
20200100
20201200
20700220
20800150
21101625
21301060
21400100
25000210
25000400
25000500
25000600
25100630
25200200
28000305
28000400
28000500
28000510
28100109
28200200
31101400
35501332
35800100
40200800
40600100
*
*
X
X
X
X
X
X
X
150
3
30
4
330
660
60
1,100
3,500
140
15
350
1,200
1,650
66
70
2
1
2
374
142
1
3
1
12.3
400
6
150
3
30
4
330
660
60
1,100
3,500
140
15
350
1,200
1,650
66
70
2
1
2
374
142
1
3
1
12.3
400
6
TON
EACH
SQ YD
SQ YD
TON
TON
TON
TON
TON
SQ YD
SQ YD
SQ YD
SQ YD
SQ YD
FOOT
SQ YD
FOOT
FOOT
EACH
EACH
EACH
FOOT
FOOT
EACH
EACH
EACH
CU YD
FOOT
EACH
LEVELING BINDER (MACHINE METHOD), N70
CONSTRUCTING TEST STRIP
HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT
TEMPORARY RAMP
HOT-MIX ASPHALT REPLACEMENT OVER PATCHES
HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70
HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70
AGGREGATE (PRIME COAT)
INCIDENTAL HOT-MIX ASPHALT SURFACING
PAVEMENT REMOVAL
HOT-MIX ASPHALT SURFACE REMOVAL, 2"
DRIVEWAY PAVEMENT REMOVAL
HOT-MIX ASPHALT REMOVAL OVER PATCHES, 2"
CLASS D PATCHES, TYPE II, 10 INCH
STRIP REFLECTIVE CRACK CONTROL TREATMENT
AGGREGATE SHOULDERS, TYPE B 8"
PIPE CULVERT REMOVAL
PIPE CULVERTS, CLASS A, TYPE 1 24"
PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12"
PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15"
PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24"
STORM SEWERS, CLASS A, TYPE 4 12"
STORM SEWERS, CLASS A, TYPE 4 15"
CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE
MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID
INLETS, TYPE A, TYPE 11 FRAME AND GRATE
CLASS SI CONCRETE (OUTLET)
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12
FURNISHING AND ERECTING RIGHT OF WAY MARKERS
40600635
40600895
40600982
40600990
40601005
40603085
40603340
40800030
40800050
44000100
44000157
44000200
44002208
44201765
44300200
48101600
50105220
542A0229
54213657
54213660
54213669
550A0940
550A0960
60201105
60218400
60236800
60600095
60603800
66600105
*
*
*
*
47 3
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
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SP NUMBER ITEM UNIT TOTAL QTY
I000-2A
ROADWAY
SP NUMBER ITEM UNIT TOTAL QTY
I000-2A
ROADWAY
4
1
1
1
4
2,400
145.6
1,600
45
780
93
16
90
0.9
125
145.6
5,100
225
90
45
900
185
1
1
10
77.1
4
1
1
1
4
2,400
145.6
1,600
45
780
93
16
90
0.9
125
145.6
5,100
225
90
45
900
185
1
1
10
77.1
CAL MO
L SUM
L SUM
L SUM
CAL DA
CAL MO
FOOT
SQ FT
FOOT
FOOT
SQ FT
SQ FT
EACH
SQ FT
SQ FT
FOOT
SQ FT
FOOT
FOOT
FOOT
FOOT
SQ FT
EACH
SQ YD
L SUM
L SUM
UNIT
SQ FT
HOUR
ENGINEER'S FIELD OFFICE, TYPE A
MOBILIZATION
TRAFFIC CONTROL AND PROTECTION, STANDARD 701201
TRAFFIC CONTROL AND PROTECTION, STANDARD 701501
TRAFFIC CONTROL SURVEILLANCE
CHANGEABLE MESSAGE SIGN
TEMPORARY PAVEMENT MARKING - LINE 4"
PAVEMENT MARKING TAPE, TYPE III - LETTERS AND SYMBOLS
PAVEMENT MARKING TAPE, TYPE III 4"
PAVEMENT MARKING TAPE, TYPE III 24"
WORK ZONE PAVEMENT MARKING REMOVAL
SIGN PANEL - TYPE 1
REMOVE SIGN PANEL ASSEMBLY - TYPE A
REMOVE SIGN PANEL - TYPE 1
RELOCATE SIGN PANEL - TYPE 1
TELESCOPING STEEL SIGN SUPPORT
MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS
MODIFIED URETHANE PAVEMENT MARKING - LINE 4"
MODIFIED URETHANE PAVEMENT MARKING - LINE 6"
MODIFIED URETHANE PAVEMENT MARKING - LINE 12"
MODIFIED URETHANE PAVEMENT MARKING - LINE 24"
PAVEMENT MARKING REMOVAL
RAISED REFLECTIVE PAVEMENT MARKER REMOVAL
HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 8"
CONSTRUCTION LAYOUT
DETOUR SIGNING
DUST CONTROL WATERING
TEMPORARY INFORMATION SIGNING
TRAINEES
67000400
67100100
70100450
70102620
70103815
70106800
70300220
70300510
70300520
70300570
70301000
72000100
72400100
72400310
72400710
72800100
78009000
78009004
78009006
78009012
78009024
78300100
78300200
Z0004530
Z0013798
Z0016702
Z0019600
Z0030850
Z0076600
2 2
SUMMARY OF QUANTITIESDHO
RK
9/2013
* SPECIAL PROVISION
X SPECIALTY ITEMS
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
X
X
X
X
X
X
X
X
X
X
X
*
*
*
*
*
*
*
*
*
*
*
*
*
*
X
X
X
X
X7810300
X4021000
X0322936
K0026850
K0012970
C2C01124
EACH
EACH
EACH
SQ YD
UNIT
EACH
68
2
2
20
8
2
RECESSED REFLECTIVE PAVEMENT MARKER
TEMPORARY ACCESS (PRIVATE ENTRANCE)
REMOVE EXISTING FLARED END SECTION
PERENNIAL PLANT CARE
PERENNIAL PLANTS, BULB TYPE
2' HEIGHT,CONTAINER
SHRUB,BUXUS KOREANA X SEMPERVIRENS GREEN VELVET(GREEN VELVET BOXWOOD),
68
2
2
20
8
2
47 4
2' 2'
PGL
2'
THRU12'
TURNRIGHT
12'
PGL
THRU12'
TURNRIGHT
12'
TURNLEFT0'-12'
VARIES
TURNLEFT0'-12'
VARIES
33FT33FT
42FT
33FT33FT
42FT
LANETRAVEL
11'
LANETRAVEL
11'
2.0% 2.0%SHLD2'
SHLD2'
REMOVAL ITEMS
30'-50' 30'-50'
VARIESVARIES
COUNTY HIGHWAY 10 (MAIN STREET)
~
1' SAWCUT 1' SAWCUT
13.5'TRAVEL
LANE LANETRAVEL
13.5'
SHLD4'
SHLD4'
2.0%2.0%
THRU12'
6' 6'THRU12'
LEFT TURN0'-12'
VARIES
30'-50'VARIES
30'-50'VARIES
2'2'
33FT33FT
0' TO 10'VARIES
PGL
47FT
47FT
DO
DO
RK
9/2013
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE 47 5
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 20.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET 1 OF SHEETS STA. TO STA.
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BB
6
1 2 3 4
8
1 2 3 4
IBR = 3.0
SUBGRADE SUPPORT RATING:
SURFACE = PG 64-22BINDER = PG 64-22
MINIMUM TF = N/A
ACTUAL TF = 2.29TRAFFIC FACTOR:
M = x%S = x%P = x%
ROAD/STREET CLASSIFIACTION: CLASS II
MU = xxxSU = xxxPV = xxx
STRUCTURAL TRAFFIC: YEAR 2023
A E CC
NELSON LAKE ROAD
~
1:10
STA. 97+55.33 TO STA. 99+77.96
2.0% 2.0%
NELSON LAKE ROAD
~
R.O.W.
DE
DIC
ATIO
N
PR
OP
OS
ED
R.O.W.
R.O.W.
DE
DIC
ATIO
N
NELSON LAKE PROPOSED TYPICAL SECTION
1:10
NELSON LAKE ROAD
~
STA. 96+50.88 TO STA. 97+55.33
2.0% 2.0%
1:3
R.O.W.
DE
DIC
ATIO
N
R.O.W.
DE
DIC
ATIO
N
PR
OP
OS
ED
R.O.W.
NELSON LAKE PROPOSED TYPICAL SECTION
1:21:2
1:3
1:10
1:3
NELSON LAKE EXISTING TYPICAL SECTION
9 6
1 2 3 4
8 9
9 8 1 2 3 4 8 9
1
PAVEMENT REMOVAL
HOT-MIX ASPHALT SURFACE REMOVAL, 2"
TURF AREA
AGGREGATE SHOULDER
HOT-MIX ASPHALT PAVEMENT
E
D
C
B
A
EXISTING TYPICAL SECTION LEGEND
NOTES FOR TYPICAL SECTION
PROPOSED TYPICAL SECTION LEGEND
9
8
7
6
5
4
3
2
1
A DB BC C
STRUCTURAL PAVEMENT DESIGN INFORMATION - MAIN STREET
IBR = 3.0
SUBGRADE SUPPORT RATING:
SURFACE = PG 64-22BINDER = PG 64-22
MINIMUM TF = N/A
ACTUAL TF = 4.25TRAFFIC FACTOR:
M = x%S = x%P = x%
ROAD/STREET CLASSIFIACTION: CLASS II
MU = xxxSU = xxxPV = xxx
STRUCTURAL TRAFFIC: YEAR 2023
REMOVAL ITEMS
EXIS
TIN
G
R.O.W.
EXIS
TIN
G
R.O.W.
MAIN STREET EXISTING TYPICAL SECTION
STRUCTURAL PAVEMENT DESIGN INFORMATION - NELSON LAKE ROAD
SUBBASE AND BASE SOURCES.
OF 0.08 GAL/ SQ. YD. BETWEEN ADJACENT HMA LAYERS AND 0.25 GAL/ SQ. YD. BETWEEN THE
2. THE BITUMINOUS MATERIALS (PRIME COAT) QUANTITES HAVE BEEN DETERMINED USING A RATE
1. SEE BORING LOGS AND GEOTECHNICAL REPORT FOR EXISTING PAVEMENT THICKNESSES
STA. 98+50.88 TO STA. 99+77.96
STA. 664+28.62 TO STA. 675+68.86
TOPSOIL FURNISH AND PLACE, 6"
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12
STRIP REFLECTIVE CRACK CONTROL TREATMENT
AGGREGATE SHOULDERS, TYPE B 8"
3/4" MIN. LEVELING BINDER (MACHINE METHOD), N70
SUBBASE GRANULAR MATERIAL, TYPE B 6"
HOT-MIX ASPHALT BASE COURSE, 12"
2.5" HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70
2" HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70
1
6 2
3
6 9
STA. 664+28.62 TO STA. 675+68.86
4.0%2.0% 2.0%
4.0%
MAIN STREET PROPOSED TYPICAL SECTION
EXIS
TIN
G
R.O.W.
EXIS
TIN
G
R.O.W.
COUNTY HIGHWAY 10 (MAIN STREET)
~
51
69
4
6
7 7
1:3(TYP)
1:4(TYP)
R.O.W.
DE
DIC
ATIO
N
R.O.W.
DE
DIC
ATIO
N
1:4 T
O 1:6
VARIES
1:3(
TYP)
A
4.0%
PR
OP
OS
ED
TE
MP
OR
AR
Y
EA
SE
ME
NT
EXISTING & PROPOSED TYPICAL SECTIONS
PR
OP
OS
ED
TE
MP
OR
AR
Y
EA
SE
ME
NT
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
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1 1
SCHEDULE OF QUANTITIES
DO
DO
RK
9/2013
47 6
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 60.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
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Whit Friend\
Desktop\02_208\
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MAIN
NL-sht-controlpoints.d
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19.6'
576.1'
17.1'
18.9'
488.9'
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
665+00 670+00
670+00 675+00
670+00
MAIN STREET
NE
LS
ON
LA
KE
RO
AD
ALIGNMENTS, TIES, & BENCHMARKS
1 1
CP 500
MAIN STREET
MAIN STREET
ELEVATION:
EASTING:
NORTHING:
721.11
973822.22
1886327.83
12" SPIKE
CP 501
ELEVATION:
EASTING:
NORTHING:
725.10
974393.44
1886304.67
12" SPIKE
CP 502
ELEVATION:
EASTING:
NORTHING:
734.81
974885.80
1886251.54
12" SPIKE
~ MAIN STREET
~ NELSON LAKE ROAD
~ MAIN STREET
~ NELSON LAKE ROAD
NE
LS
ON
LA
KE
RO
AD
4.4'
~ MAIN STREET
NE
LS
ON
LA
KE
RO
AD
~ NELSON LAKE ROAD
BENCHMARK LOCATIONS
ELEVATION = 724.33
CHISLED SQUARE ON CONCRETE BASE OF TELEPHONE CABLE BOX
(NGVD 29 DATUM)
KANE COUNTY #2-64A
DO
RK
9/2013
47 7
2000 ft
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 3000.0000 ' / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
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1 1
RK
9/2013
47 8
1 1a 2 3 4
5 6 7 8
10 11 12 13
14 15
Seavey Rd
Nels
on
Lake
Rd
Tanner RdTann
er R
d
Main St
Bliss
Rd
Norris Rd
1a
1a
Deerpath
Rd
Deer
path R
d
33
3
3
3
3
3
1a
3
1a
4
4
4
2
22
2
2
2
2
2
2
2
2
6
97
5
7
5
5
5
2
4
6
14
6
7
2
13
1
4
2
7
Orch
ard
Rd4
2
6
13
15
2
13
WITH 2 FLASHERS EACH
2-TYPE III BARRICADES
12
60X36
30X24
M4-9L
30X24
M4-9
30X24
M4-9R
24X18
M4-8a
48X30
R11-2
60X30
R11-4
36X36
W20-3
48X24
W1-6L
48X24
W1-6R
LEGEND
10
10
11
9
AHEAD
CLOSED
ROAD
I-88
OAK ST
ORCHARD GATEWAY BLVD
FA
BY
AN P
KW
Y
PORTABLE MESSAGE BOARDS
NELSON LAKE RD. DETOUR
ROAD CLOSED SIGN
TYPE III BARRICADE WITH FLASHING LIGHTS AND
DETOUR GUIDE SIGN ASSEMBLY
DETOUR NOTES:
W MOOSEHEART RD
4
4
4
4
2
2
2
2
5
5
5
7
NELSON LAKE RD
CLOSED AHEAD
FOLLOW DETOUR
78X42 108X42
24x12
M3-3
24X12
M3-1
8
8
10 9
Nelson Lake Rd
ROAD CLOSED
ROAD CLOSED
2000 FEET AHEAD
DETOUR
LOCAL TRAFFIC ONLY
NELSON LAKE RD
SOUTH OF MAIN ST
FOLLOW DETOUR
TO
THRU TRAFFIC
DETOUR DETOUR
SOUTH NORTH
ROAD
CLOSED
END
DETOUR
DETOUR ROUTE LAYOUT
NOT TO SCALE
AND APPROVED BY THE KDOT TRAFFIC MANAGER.
CLOSURES A MINIMUM OF TWO WEEKS PRIOR TO IMPLEMENTATION, IN FILED
CHANGEABLE MESSAGE SIGNS WILL BE USED TO ALERT MOTORISTS OF 6.
DETOUR MUST BE COVERED.
ALL EXISTING SIGNS OR OTHER DETOUR SIGNS THAT CONFLICT WITH THE 5.
EXISTING SIGNING.
SIGNING SHALL BE PLACED AT LOCATIONS THAT WILL BE COMPATIBLE WITH 4.
CONTROL DEVICES, LATEST EDITION AND THE ILLINOIS SUPPLEMENT.
ACCORDANCE WITH THE 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC
ALL SIGNS, SUPPORTS AND POSITIONING MUST BE IN 3.
CONTROL & PROTECTION." FOR TEMPORARY DETOUR.
OR SEED MUST BE INCLUDED IN THE UNIT BID PRICE FOR "TRAFFIC
ORIGINAL CONDITION AND ELEVATION. THE COST OF PLACING GRAVEL, SOD
CONTRACTOR MUST FILL HOLES (IF ANY) AND RESTORE THE GROUND TO ITS
TEMPORARY SIGN SUPPORTS. AFTER REMOVING THE SUPPORTS, THE
THE CONTRACTOR MUST FURNISH, INSTALL, MAINTAIN AND REMOVE ALL 2.
BEEN REOPENED.
TO CLOSING NELSON LAKE RD. AND IMMEDIATELY AFTER THE ROADS HAVE
KDOT TRAFFIC TEL. NO 630-584-1170 MUST BE NOTIFIED 72 HOURS PRIOR 1.
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
VARIESPAVEMENT WIDENING
VARIES VARIES6' SHLD 6' SHLD
1' TO 4'
VARIES
11'EXISTING WB LANES
11'EXISTING EB LANES
2.0'12'
EXISTING WB LANES12'
EXISTING EB LANES3.0'WIDENING
6' SHLD
STAGE 1 TRAFFIC STAGE 1 WORK ZONE WORK ZONESTAGE 2
STAGE 2 TRAFFIC
6' SHLD
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
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Whit Friend\
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1 1
SUGGESTED STAGES OF CONSTRUCTION
GENERAL NOTES
5.
4.
3.
2.
1.
STAGE 1
MAIN STREET
~
STAGE 3
STAGE 2
HIGHWAY STANDARDS: 701201-04, 701301-04, 701901-02
ROAD.
ALL TIMES AT NIGHT. THIS WORK SHALL COINCIDE WITH THE PLACEMENT OF THE SURFACE COURSE ON NELSON LAKE
IS LESS THAN 20 FEET AT ANY TIME. THE CONTRACTOR SHALL ENSURE THAT TWO LANES SHALL BE PROVIDED AT
DAY TIME OPERATIONS FLAGGERS SHALL BE USED TO CONTROL TRAFFIC IN LOCATIONS WHERE THE TRAFFIC WIDTH
DURING STAGE 3, THE FINAL SURFACE COURSE WILL BE PLACED DURING DAYTIME FLAGGING OPERATIONS. DURING
MAIN STREET
~
KDOT.
WEEKLY PROGRESS MEETINGS SHALL BE HELD BY THE CONTRACTOR TO UPDATE
STARTING WORK IN ANY AREA.
BE APPROVED BY KDOT AND THE ENGINEER PRIOR TO THE CONTRACTOR
FOR EACH LOCATION ALONG THE PROJECT CORRIDOR. THE SCHEDULES SHALL
THE CONTRACTOR WILL BE REQUIRED TO SUBMIT DETAILED WORK SCHEDULES
FOLLOWING GRINDING ACROSS A DRIVEWAY.
DRIVING SURFACE SHALL BE PROVIDED FOR CROSS TRAFFIC IMMEDIATELY
FOLLOWING THE GRINDING OPERATION. TEMPORARY RAMPS AND A SUITABLE
PAVEMENT QUANTITY IS INCLUDED TO RE-ESTABLISH CROSS TRAFFIC
DRIVEWAY ACCESS MUST BE MAINTAINED DURING CONSTRUCTION TEMPORARY
WILL BE 2".
THE MAXIMUM ALLOWABLE LANE DROP DIFFERENTIAL ALLOWED
TIMES.
ONE LANE OF TRAFFIC IN EACH DIRECTION SHALL BE MAINTAINED AT ALL
MAIN STREET
~
DO
RK
9/2013
HIGHWAY STANDARDS: 701001-02, 701006-04, 701011-03, 701201-04, 701301-04, 701501-06, 701901-02
AT ALL TIMES AT NIGHT.
WIDTH IS LESS THAN 20 FEET AT ANY TIME. THE CONTRACTOR SHALL ENSURE THAT TWO LANES SHALL BE PROVIDED
DURING DAY TIME OPERATIONS FLAGGERS SHALL BE USED TO CONTROL TRAFFIC IN LOCATIONS WHERE THE TRAFFIC
REQUIRED DEPTH AS NECESSARY. THE REQUIRED GRINDING WILL BE ACHIEVED BY HMA SURFACE REMOVAL.
THE EB AND WB LANES AS APPROVED BY THE ENGINEER TO GRIND THE EXISTING PAVEMENT AND PATCH TO THE
STAGE 1 OF THE NELSON LAKE MOT STAGE. AFTER WIDENING HAS BEEN COMPLETED THE CONTRACTOR SHALL CLOSE
THE PAVEMENT WIDENING AND GRADE THE PARKWAYS AS REQUIRED. THIS WORK STAGE SHALL COINCIDE WITH
NECESSARY. THE CONTRACTOR WILL BE ABLE TO EXCAVATE AND PLACE SUBBASE, BASE, AND BINDER COURSES FOR
DURING STAGE 1, THE WESTBOUND AND EASTBOUND TRAFFIC LANE WIDTH SHALL BE REDUCED TO 11 FEET WHERE
47 9
HIGHWAY STANDARDS: 701001-02, 701006-04, 701011-03, 701201-04, 701301-04, 701501-06, 701901-02
NELSON LAKE MOT STAGE.
TO REPLACE THE SHOULDERS AND GRADE THE PARKWAY AS REQUIRED. THIS WORK SHALL COINCIDE WITH STAGE 2 OF THE
AS NECESSARY TO THE SOUTH ONTO THE NEWLY CONSTRUCTED WIDENING. THE CONTRACTOR WILL BE ABLE TO EXCAVATE
DURING STAGE 2, BOTH EASTBOUND AND WESTBOUND LANES SHALL REMAIN OPEN TO TRAFFIC, BUT WILL BE SHIFTED
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
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C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\09-
KD
OT-
MAIN
NL-sht-
Main_
maintenanceoftraffic.d
gn
=
Default
27'
28'
27'
36'
28'
50'
30'
30'
50'
50'
50'
33' 33'
50'
50'
30'
50'
50'
30'
50'
30'
50'
30'
33' 33'
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
665+00 670+00 675+00
665+00 670+00 675+00
MAINTENANCE OF TRAFFIC
COUNTY HIGHWAY 10 (MAIN STREET)
211'=50'
MAINTENACE OF TRAFFIC LEGEND STAGE 1
STAGE 1
WORK AREA
BI-DIRECTIONAL LIGHTDRUM WITH STEADY BURNING
TYP25'
TYP25'
50' 100'0
MAINTENACE OF TRAFFIC LEGEND STAGE 2
STAGE 2
WORK AREA
BI-DIRECTIONAL LIGHTDRUM WITH STEADY BURNING
50' 100'0
EX R.O.W.
EX R.O.W.
EX R.O.W.
EX R.O.W.
PROP R.O.W.PROP R.O.W.
PROP TEMP EASEMENT
PROP TEMP EASEMENT
PROP R.O.W.
~ NELSON LAKE ROAD
~ MAIN STREET
EX R.O.W.
EX R.O.W.
EX R.O.W.
EX R.O.W.
PROP R.O.W.PROP R.O.W.
PROP TEMP EASEMENT
PROP TEMP EASEMENT
PROP R.O.W.
~ NELSON LAKE ROAD
~ MAIN STREET
MAIN STREET
MAIN STREET
RO
AD
NE
LS
ON
LA
KE
OF NELSON LAKE ROAD MOTCOORDINATE WITH STAGE 1
OF NELSON LAKE ROAD MOTCOORDINATE WITH STAGE 2
R3-2
R3-1R
OA
DN
ELS
ON
LA
KE
MG
DO
RK
9/2013
47 10
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
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FIL
E
NA
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C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\09-
KD
OT-
MAIN
NL-sht-
Nelson_
maintenanceoftraffic.d
gn
=
Default
22'
36'36'
22'
36'
36'
30'
50'
50'
50'
30'
50'
50'
50'
33' 33' 33' 33'
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
670+00
95
+00
670+00
95
+00
EX R.O.W.
EX R.O.W.
EX R.O.W.
EX R.O.W.
SUGGESTED CONSTRUCTION STAGING
STAGE 1
SUGGESTED CONSTRUCTION STAGING
STAGE 2
SUGGESTED CONSTRUCTION STAGING
STAGE 3
~ MAIN STREET
2 2
PROP R.O.W.
~ NELSON LAKE ROAD
PROP R.O.W.
PROP TEMP EASEMENT
R.O.W. DEDICATION
EX R.O.W.
EX R.O.W.
EX R.O.W.
EX R.O.W.
~ MAIN STREET
PROP R.O.W.
PROP TEMP EASEMENT
~ NELSON LAKE ROAD
PROP R.O.W.
PROP TEMP EASEMENT
R.O.W. DEDICATION
STAGE 2STAGE 1
MAINTAIN 10' DRIVEWAY PATHADD ADDITIONAL STONE TO
OF MAIN STREET
COORDINATE WITH STAGE 1
1'=50'
MAINTENACE OF TRAFFIC LEGEND STAGE 2
WORK AREA
MAINTENACE OF TRAFFIC LEGEND STAGE 1
WORK AREA
PAVEMENT TO REMAIN
MAIN STREET MAIN STREET
RO
AD
NE
LS
ON
LA
KE
RO
AD
NE
LS
ON
LA
KE
MAINTENANCE OF TRAFFIC
NELSON LAKE ROAD
50' 100'0 50' 100'0
STAGE 3
BI-DIRECTIONAL LIGHTDRUM WITH STEADY BURNING BI-DIRECTIONAL LIGHT
DRUM WITH STEADY BURNING
TYPE III BARRICADES
R3-1
PROP R.O.W.
R3-2
1.
2.
3.
1.
2.
1.
2.
DRIVEWAY.
MAINTAIN ACCESS AT ALL TIMES FOR
DAYTIME OPERATIONS.
INSTALL SURFACE COURSE UNDER
MG
DO
RK
9/2013
BINDER COURSE WITHIN THE WORK ZONE.
INSTALL CURB AND GUTTER, BASE COURSE, AND
PROPOSED SUBBASE.
THE WORK ZONE AND GRADE TO
REMOVE EXISTING PAVEMENT WITHIN
47 11
WORK AREA.
INSTALL CURB AND GUTTER WITHIN THE
COURSE TO BE INSTALLED.
ELEVATIONS AND BASE COURSE AND BINDER
REMOVED TO SUBBASE, GRADED PER FINAL
EXISTING PAVEMENT IN WORK AREA TO BE
EXISTING DRIVEWAY TO REMAIN INTACT.
SOUTHBOUND PAVEMENT ON SOUTH SIDE OF
PROP TEMP EASEMENT
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 ' / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
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C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\10-
KD
OT-
MAIN
NL-sht-erosion control.d
gn
=
Default
27'
28'
22'
50'
30'
30'
50'
50'
30'
50'
50'
33' 33'
40' 20' 20' 20'
30' 30' 30' 30'
50' 50' 50' 100' 50'
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
665+00 670+00 675+00
95
+00
1 11'-50'
50' 100'0
EX R.O.W.
EX R.O.W.
EX R.O.W.
EX R.O.W.
NE
LS
ON
LA
KE
RO
AD
~ MAIN STREET
MAIN STREET
PROP R.O.W.
PROP R.O.W.
R.O.W. DEDICATION
~ NELSON LAKE ROAD
PROP TEMP EASEMENT
PROP TEMP EASEMENT
LEGENDLEGEND
INLET AND PIPE PROTECTION
50.00' RT+46.18
30.00' LT+00.00
50.00' LT+00.00
50.00' LT+00.00
T
T T T T T
T T T T T
TEMPORARY DITCH CHECKT
INLET FILTER
INLET FILTER
TTTTT
INLET AND PIPE PROTECTION
INLET AND PIPE PROTECTION
PERIMETER EROSION BARRIER
PERIMETER EROSION BARRIER
PERIMETER EROSION BARRIER
TEMPORARY EROSION CONTROL PLAN 47 12
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 ' / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
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FIL
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NA
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C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\11-
KD
OT-
MAIN
NL-sht-re
moval.d
gn
=
Default
27'
28'
22'
50'
30'
30'
50'
50'
30'
50'
50'
33' 33'
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
665+00 670+00 675+00
95
+00
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
MAILBOXRELOCATE EXISTING
1 11'-50'
50' 100'0
SEE NOTE 1
SEE NOTE 1
(BY OTHERS)RELOCATE HANDHOLE
SEE NOTE 1
(BY OTHERS)RELOCATE POWER POLE
SEE NOTE 1
(BY OTHERS)RELOCATE POWER POLE
SEE NOTE 1SEE NOTE 1
NOTE:
EX R.O.W.
EX R.O.W.
EX R.O.W.
EX R.O.W.
NE
LS
ON
LA
KE
RO
AD
~ MAIN STREET
MAIN STREET
PROP R.O.W.
PROP R.O.W.
R.O.W. DEDICATION
~ NELSON LAKE ROAD
PROP R.O.W.
PROP TEMP EASEMENT
PROP TEMP EASEMENT
SEE NOTE 1
(AT&T)UNDERGROUND TELEPHONE LINE
LINE (NICOR GAS)UNDERGROUND GAS
PAVEMENT PATCHING
1.REMOVED AND RESETREFER TO SIGNAGE PLAN FOR EXISTING SIGNS TO
P.E.F.E.
F.E.
P.E.
AGRICULTURAL
AGRICULTURALRESIDENTIAL
AGRICULTURAL
LEGEND
P.E.
(937 SQ YD)PAVEMENT REMOVAL
REMOVAL, 66'PIPE CULVERT
REMOVALDRIVEWAY PAVEMENT
REMOVALHOT-MIX ASPHALT SURFACE
PAVEMENT REMOVAL
REMOVAL PLAN
REMOVAL-BUTT JOINTHOT-MIX ASPHALT SURFACE
XX
(3233 SQ YD)SURFACE REMOVAL, 2."HOT-MIX ASPHALT
40' 40'
DO
DO
RK
9/2013
(6 TO 15 UNITS DIAMETER)TREE REMOVAL
REMOVAL-BUTT JOINT (122 SQ YD)HOT-MIX ASPHALT SURFACE
REMOVAL- BUTT JOINT (122 SQ YD)
HOT-MIX ASPHALT SURFACE
REMOVAL (38 SQ YD)DRIVEWAY PAVEMENT
REMOVAL (38 SQ YD)DRIVEWAY PAVEMENT
REMOVAL (13 SQ YD)DRIVEWAY PAVEMENT
REMOVAL (51 SQ YD)DRIVEWAY PAVEMENT
(OVER 15 UNITS DIAMETER)TREE REMOVAL
(BY OTHERS)GAS MAIN TO BE RELOCATED
NICOR GAS
47 13
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
100.00 FT / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
-
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C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\12-
KD
OT-
MAIN
NL-
Main_sht-plnprf.d
gn
=
Default
663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00 671+00 672+00 673+00 674+00 675+00 676+00 677+00
6'
6'
33' 33'
30'
50'
27'
50'
30'
50'
30'
28'
36'
6'
6' 5
0'
50'
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
721.8
9
721.8
8
721.8
9
722.1
0
722.5
4
723.1
7
723.8
3
724.4
9
725.1
5
725.8
0
726.4
6
727.1
2
727.7
8
728.4
7
729.3
5
730.4
6
731.7
7
733.1
0
734.4
4
735.7
7
737.0
3
738.0
9
738.9
6
722.0
7
722.0
1
721.9
3
721.8
9
721.8
3
721.8
5
722.0
8
722.4
9
723.0
1
723.6
4
724.3
1
725.0
0
725.6
9
726.4
2
727.1
4
727.8
2
728.4
9
729.3
4
730.4
3
731.7
5
732.9
9
734.2
4
735.6
8
737.0
0
738.1
1
739.0
0
739.6
3
740.1
8
740.4
0
740.2
4
721.8
8
721.8
9
722.1
0
722.5
4
723.1
7
723.8
3
724.4
9
725.1
5
725.8
0
726.4
6
727.1
2
727.7
8
728.4
7
729.3
5
730.4
6
731.7
7
733.1
0
734.4
4
735.7
7
737.0
3
738.0
9
738.9
5
VPI
ST
A.
666
+00.0
0
EL
EV
ATIO
N 721.8
5-0.03% +1.32%
150.00' V.C.
K = 111
VPI
ST
A.
671+50.0
0
EL
EV
ATIO
N 729.1
0
+1.32%+2.
67%
150.00' V.C.
K = 111
VPI
ST
A.
674
+80.0
0
EL
EV
ATIO
N 737.9
1
+2.67%
+1.49%
150.00' V.C.
K = 127
+25.0
0
EL.
721.8
7
+75.0
0
EL.
722.8
4 +75.0
0
EL.
728.1
1
+25.0
0
EL.
731.1
0
+05.0
0
EL.
735.9
1
+55.0
0
EL.
739.0
3
717 75
721 75
665+00
PT
Sta 666
+01.1
8
670+00 675+00
POT Sta 99+99.96
(TY
P)
(TY
P)
STA. 664+28.62BEGIN IMPROVEMENT
STA. 664+28.62BEGIN IMPROVEMENT
STA. 675+68.86END IMPROVEMENT
P.E.
50'R
P.E.EX R.O.W.
EX R.O.W.
EX R.O.W.
EX R.O.W.
F.E.F.E.
F.E.
WATER EDGE WATER EDGE
STA. 675+68.86END IMPROVEMENT
(TY
P)
(TY
P)
EXIST. CURVE MAIN-1
PI STA. = 660+25.44
R = 37,221.92'
T = 575.83'
L = 1,151.56'
E = 4.45'
P.C. STA. = 654+49.62
P.T. STA. = 666+01.18
MAIN-1EXIST. CURVE
SAWCUT SAWCUT
664+28.62 675+68.86
PLAN & PROFILECOUNTY HIGHWAY 10 (MAIN STREET)
EL
EV 721.9
1
ST
A.
664
+28.6
2
MA
TC
H
EX
PA
VE
ME
NT
EL
EV 739.2
3
ST
A.
675
+68.8
6
MA
TC
H
EX
PA
VE
ME
NT
PROP MAIN STREET ~ PROFILE
EXIST MAIN STREET ~ PROFILE
EXIST ~
PROP ~
ST
A 99
+99.9
6
~
NE
LS
ON
LA
KE
RO
AD
AGRICULTURAL
AGRICULTURAL
RESIDENTIAL
AGRICULTURAL
PROP R.O.W.
~ NELSON LAKE ROAD
50'R
STA. 99+99.96 NELSON LAKE ROAD
STA. 669+05.70 COUNTY HWY 10 (MAIN STREET)
PROP EDGE OF PAVEMENT
RO
AD
NE
LS
ON
LA
KE
MAIN STREET
NOTE:
X
XX
(4060 SQ YD)
STA 664+28.62 TO STA 675+68.86 SHEETS FOR DRAINAGE INFORMATION.
REFER TO DRAINAGE PLAN AND PROFILE
1.
2.
3.
14.00' LT+68.86
20.00' LT+43.86
13.40' RT+68.86
13.77' RT+40.29
APPROACH TAPER @ 35:1
PROP EDGE OF PAVEMENT
SHOULDERS TYPE B, 8"PROP AGGREGATE
22.00' RT+75.87
22.00' RT+48.74
GAS LINE (NICOR GAS)UNDERGROUND
CURB AND GUTTER, TYPE B-6.12PROP COMBINATION CONCRETE
DEDICATIONR.O.W.
PAVEMENT, 8", (SEE NOTE 1)PROP HMA DRIVEWAY
DEDICATIONR.O.W.
TO REMAINEXISTING FENCE
@ 35:1
APPROACH TAPER
SHOULDERS TYPE B, 8"PROP AGGREGATE
PAVEMENT, 8" (SEE NOTE 1)PROP HMA DRIVEWAY
~ MAIN STREET
LINE (AT&T)UNDERGROUND TELEPHONE
22.00' RT+39.81
PROP EDGE OF PAVEMENT
PAVEMENT, 8" (SEE NOTE 1)PROP HMA DRIVEWAY
SHOULDERS TYPE B, 8"PROP AGGREGATE
LINE (TYP)EX CROP
14.21' LT+28.64
20.18' LT+53.65
COURSE, TYPE B (TYP)AGGREGATE SURFACE
13.40' RT+40.79
PAVEMENT, 8" (SEE NOTE 1)PROP HMA DRIVEWAY
19.37' RT+53.62
AERIAL LINES
13.40' RT+28.64
WIDENING & PAVEMENT RESURFACING
1 1
0
0
5
50
SCALE IN FEETHORIZ SCALE
SCALEVERT
LEGEND
EASEMENTPROPOSED TEMPORARY
B-03
B-05
B-06
B-04
OF CONSTRUCTION.
THE ROW LINE IS CONSIDERED THE LIMIT
V: 1'=5'H: 1'=50'
B4
MATCH INTO EXISTING DRIVEWAY APRON.
745
750
710
715
720
725
730
735
740
745
750
710
715
720
725
730
735
740
10
FT
DO
DO
RK
9/2013
ROW MARKERS (TYP)FURNISHING AND ERECTING
ROW MARKERS (TYP)FURNISH AND ERECT
47 14
30'50'
66.00FT
22'
50' 50'
24'
36'
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
100.00 FT / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\12-
KD
OT-
MAIN
NL-
Nelson_sht-plnprf.d
gn
=
Default
90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
P.E.
F.E.
695
690
700
705
710
715
720
725
730
695
690
700
705
710
715
720
725
730
STA. 99+99.96END IMPROVEMENT
STA. 96+50.88BEGIN IMPROVEMENT
WATER EDGE
EX R.O.W.
EX R.O.W.
33'
33'
6'
EXIST ~
PROP ~
PLAN & PROFILE
NELSON LAKE ROAD
EL
EV.
713.3
5
ST
A.
96
+50.8
8
MA
TC
H
EX
PA
VE
ME
NT
EXIST NELSON LAKE ~ PROFILE
PROP NELSON LAKE ~ PROFILE
ST
A 669
+05.7
0
~
MAIN
ST
RE
ET
AGRICULTURAL
RESIDENTIAL
AGRICULTURAL
AGRICULTURAL
STA. 99+99.96 NELSON LAKE ROAD
(MAIN STREET)
STA. 669+05.70 COUNTY HWY 10
WATER EDGE
WETLAND LIMIT
WETLAND LIMIT
WETLAND LIMIT
EX
R.O.W.
EX
R.O.W.
EL
EV.
725.8
8
ST
A.
99
+99.9
6
MA
TC
H
EX
PA
VE
ME
NT
EXIST NELSON LAKE ~ PROFILE
~ MAIN STREET
MAIN
ST
RE
ET
SAWCUT
ROAD
NELSON LAKE
~ NELSON LAKE ROAD STA. 96+50.88BEGIN IMPROVEMENT
AERIAL LINES
SHOULDERS TYPE B, 8"PROP AGGREGATE
PAVEMENT REMOVAL & RECON
(937 SQ YD)
STA 96+50.88 TO STA 99+86.15
EX CULVERT
0
0
5
50
SCALE IN FEETHORIZ SCALE
SCALEVERT
LEGEND
EASEMENTPROPOSED TEMPORARY
NOTE:
1.
2.
3.
R.O.W. DEDICATION
EX FENCE
(TYP)
EX CROP LINE
FENCEEX
B-05
B-04
RATE @ 48:1APPROACH TAPER
LINE (AT&T)UNDERGROUND TELEPHONE
50'R
18.00' LT+50.88
18.00' LT+29.95
RATE @ 25:1
APPROACH TAPER
SHEETS FOR DRAINAGE INFORMATION.
REFER TO DRAINAGE PLAN AND PROFILE
OF CONSTRUCTION.
THE ROW LINE IS CONSIDERED THE LIMIT
MATCH INTO EXISTING DRIVEWAY APRON.
18.00' RT+50.88
18.00' RT+25.92
13.86' LT+50.88
10.14' RT+50.88
22.28' LT+67.81
10'R
35.73' LT+76.99
42.33' LT+74.57
20.75' LT+93.47
15'R
CURB AND GUTTER, TYPE B-6.12PROP COMBINATION CONCRETE
PAVEMENT, 8" (SEE NOTE 1)PROP HMA DRIVEWAY
17.10' LT+07.62
32.92 LT+92.34
1 1 V: 1'=5'H: 1'=50'
96+50.88 99+99.96
42.07' LT+92.84
MARKER (TYP)ERECTING ROWFURNISHING AND
B-12
PROP EDGE OF PAVEMENT
PROP R.O.W.
GAS LINE (NICOR GAS)UNDERGROUND
MARKERS (TYP)ERECTING ROWFURNISHING AND
MARKERS (TYP)ERECTING ROWFURNISHING AND
MARKERS (TYP)ERECTING ROWFURNISHING AND
16.02' LT+55.33
47 15
721 75
670
+00
90+00 95+00
PO
T
Sta 99
+99.9
6
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
713.3
5
VPI
ST
A.
98
+20.0
0
EL
EV
ATIO
N 724.0
8
+6.34%
+1.00%
236.00' V.C.
K = 44
+02.0
0
EL.
716.6
0
+38.0
0
EL.
725.2
6
704.1
9
702.4
7
701.1
2
700.0
0
699.5
3
699.6
0
699.6
1
699.6
4
699.7
6
700.7
1
701.7
2
703.9
7
706.5
6
709.7
0
713.2
9
717.1
0
720.7
1
723.4
4
724.9
8
725.9
1
726.1
0
716.4
7
719.3
8
721.7
2
723.5
0
724.7
2
725.3
8
705
710
715
720
725
730
735
705
710
715
720
725
730
735
745
740 740
745
EX. R.O.W.
EX R.O.W.
EX
R.O.W.
EX. R.O.W.F.E.
P.E.
P.E.
P.E.
NELSON LAKE ROAD
EXISTING
~
F.E.
STA. 99+99.96 NELSON LAKE ROAD
STA. 669+05.70 MAIN STREET
STA. 664+28.62BEGIN IMPROVEMENT
STA. 675+68.86END IMPROVEMENT
PR ROW
EX R.O.W.
PR R.O.W.
PR TEMP EASEMENT
PROPOSED ~ PROFILE
EXISTING ~ PROFILE
EL
EV 721.9
0
ME
ET
EX
PA
VE
ME
NT
STA. 675+68.86END IMPROVEMENT
EL
EV 739.3
6
ME
ET
EX
PA
VE
ME
NT
PROPOSED FLARED END SECTION, INV. 724.15
PROPOSED FLARED END SECTION, INV. 724.85
EX. DRIVEWAY CULVERTS TO REMAIN
INV. 724.50
24 INCH RCP CULVERT
LEGEND
FLARED END SECTION
STORM SEWER
PIPE CULVERT
DITCH
24 INCH CULVERT, RCP, 70 LF @ 1.00%
ENTRANCE CULVERTREMOVE EXISTING
+1.32%+2.
67%
+1.50%
+2.67%
-0.03% +1.32%
FOR NELSON LAKE ROAD
SEE SHEET 2
1
1 664+28.62 675+68.86
MAIN STREET - DRAINAGE PLAN & PROFILE
TYPE IV, 58 LF @ 0.60%15 INCH STORM SEWER, RCP,
IV, 84 LF @ 0.60%SEWER, RCP, TYPE 15 INCH STORM
IV, 180 LF @ 1.36%SEWER, RCP, TYPE 12 INCH STORM
IV, 24 LF @ 1.50%SEWER, RCP, TYPE 12 INCH STORM
15 INCH CONCRETE FLARED END SECTION, INV. 717.34
12 INCH CONCRETE FLARED END SECTION, INV. 721.00
CONSTRUCTIONLIMIT OF
GUTTER DRAIN DIRECTION
EX ~ MAIN STREET
EX ~ NELSON LAKE ROAD
0 50 50
HORIZONTAL SCALE
0
VERTICAL SCALE
5 5
INV: 717.69 (NW)INV: 717.69 (E) RIM: 721.48 STA. 665+13, 15.50' LTFRAME AND GRATE TYPE 1, CLOSED LIDMANHOLE 1: 4 FOOT DIA., TYPE A
INV: 718.20 (W)INV: 718.20 (E) RIM: 721.70 STA. 666+00, 16.00' LTFRAME AND GRATE TYPE 1, CLOSED LIDMANHOLE 2: 4 FOOT DIA., TYPE A
INV: 720.64 (W)INV: 720.64 (NE) RIM: 724.08 STA. 667+80, 16.00' LTFRAME AND GRATE TYPE 1, CLOSED LIDMANHOLE 3: 4 FOOT DIA., TYPE A
STRUCTURE TABLE
MANHOLE 3
MANHOLE 2
MANHOLE 1
EXISTING PIPE CULVERT REMOVAL, 66 LF
RIP RAP, CLASS A5, 4 SY
CONCRETE FLARED END SECTION, INV. 721.00
MANHOLE 3, INV. 720.64@ 1.36%12 INCH STORM, RCP
12 INCH STORM, RCP @ 1.50%
FRAME AND LID, TYPE 1 (TYP.)FLAT SLAB TOP (TYP.)
MANHOLE 2, INV. 718.20
STA. 664+28.62BEGIN IMPROVEMENT
MANHOLE 1, INV. 717.69
RCP @ 0.60%15 INCH STORM,
RCP @ 0.60%15 INCH STORM,
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
zulkowsd=USER NAME
50.00 FT / in.=PLOT SCALE
8/21/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
COUNTY HIGWAY 10 (MAIN STREET) AT NELSON LAKE ROAD
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
=I:\
Projects\4016125\4016125_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
SE3
Model-Sheets\15_
KD
OT-
MAIN
NL-sht-drain.d
gn
3
31" = 50'
GC
SDZ
JAC
08-23-2013
TRUST COMPANYNORTH STAR
OF KANE COUNTYFOREST PRESERVE DISTRICT
RONALD N & DIANE KRAMER
663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00 671+00 672+00 673+00 674+00 675+00 676+00 677+00 678+00
722.0
7
722.0
1
721.9
2
721.8
9
721.8
3
721.8
7
722.1
0
722.5
2
723.0
4
723.6
8
724.3
4
725.0
4
725.7
3
726.4
5
727.1
7
727.8
5
728.5
2
729.3
7
730.4
7
731.7
9
733.0
3
734.2
9
735.7
2
737.0
5
738.1
5
739.0
2
739.6
5
740.1
9
740.3
9
740.2
2
739.7
7
721.8
9
721.8
8
721.8
9
722.1
0
722.5
4
723.1
7
723.8
3
724.4
9
725.1
5
725.8
0
726.4
6
727.1
2
727.7
8
728.4
7
729.3
5
730.4
6
731.7
7
733.1
0
734.4
4
735.7
7
737.0
3
738.0
9
738.9
6
665+00 670+00 675+00
EX GRADE
WETLAND LIMIT
WATER EDGE
21'
EX R.O.W.
EX
R.O.W.
EX
R.O.W.
EX R.O.W.
P.E.
F.E.
30'
30'
EL
EV.
725.7
0S
TA.
99
+99.9
6M
EE
T
EX
PA
VE
ME
NT
MAIN STREET
EXISTING
~
690
695
700
705
710
715
720
725
730
690
695
700
705
710
715
720
725
730
STA. 96+50.88BEGIN IMPROVEMENT
PR R.O.W.
PR R.O.W.
TEMP EASEMENT
WETLAND LIMIT
WATER EDGE
WETLAND LIMIT
LEGEND
STORM SEWER
PIPE CULVERT
DITCH
+1.00%
+6.0
4%
NELSON LAKE ROAD - DRAINAGE PLAN & PROFILE
CONSTRUCTIONLIMIT OF
EX ~ MAIN STREET
STA. 96+50.88BEGIN IMPROVEMENT
EL
EV.
713.6
8S
TA.
96
+50.8
8M
EE
T
EX
PA
VE
ME
NT
STRUCTURE TABLE
ENTRANCE CULVERTREMOVE EXISTING
RCP, 34 LF @ 1.00%12 INCH STORM SEWER,
GUTTER DRAIN DIRECTION
2
2
CONCRETE FLARED END SECTION
96+50.88 99+99.96
EX ~ NELSON LAKE ROAD
WETLAND LIMIT
0 50 50
HORIZONTAL SCALE
0
VERTICAL SCALE
5 5
INV: 717.64 (S)INV: 717.64 (W) RIM: 721.34 STA. 98+05, 18.00' RTFRAME AND GRATE TYPE 11CATCH BASIN: 4 FOOT DIA., TYPE A
CATCH BASIN
INLET
INV: 717.98 (E) RIM: 721.32STA. 98+05, 18.00' LTFRAME AND GRATE TYPE 11INLET: 2 FOOT DIA., TYPE A
PR GRADE
CATCH BASIN
INV. 717.64
FLAT SLAB TOP
12 INCH STORM SEWER, RCP @ 2.98 %
CONCRETE FLARED END SECTION, INV. 713.47
FRAME AND GRATE, TYPE 11
18.66'10'
RIP RAP, CLASS A5, 15 SY
RIP RAP, CLASS A5, 11 SY
12 INCH CONCRETE FLARED END SECTION, INV. 716.13
12 INCH STORM SEWER, RCP, 140 LF @ 2.98%
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
zulkowsd=USER NAME
50.00 FT / in.=PLOT SCALE
8/21/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
COUNTY HIGWAY 10 (MAIN STREET) AT NELSON LAKE ROAD
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
=I:\
Projects\4016125\4016125_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
SE3
Model-Sheets\16_
KD
OT-
MAIN
NL-sht-drain.d
gn
3
31" = 50'
GC
SDZ
JAC
08-23-2013
670
+00
90+00 95+00
NOGAP
5
50
675
8500.000000
NLAKE
001
86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
711.4
6
711.9
0
712.1
8
711.8
7
710.5
0
708.3
5
706.1
3
704.0
9
702.4
3
701.0
8
699.9
9
699.5
7
699.6
4
699.6
4
699.7
2
699.9
0
700.5
3
701.9
2
704.1
1
706.8
3
710.0
0
713.6
2
717.4
3
720.9
9
723.6
6
725.1
3
725.9
7
725.8
4
716.6
5
719.4
8
721.7
6
723.4
6
724.6
0
725.2
0
~ NELSON LAKE ROAD
STA 668+39.8122' RTEL. 724.79 STA. 669+75.87
22' RTEL. 726.58
STA 668+82.9422.00' RTEL. 725.36'
STA 669+32.4222.00' RTEL. 726.01'
20' 40'0'
STA 99+53.9524.13' LTEL. 725.00'
STA 99+29.9518.00' LTEL. 724.81
STA 99+25.9218.00' RTEL. 724.76
STA 99+51.9425.31' RTEL. 725.15
EL=725.40'EL=725.42'
EL=725.17'EL=725.12'
EL=725.01' EL=726.80'EL=725.58' EL=726.23'
ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 40.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\14-
KD
OT-
MAIN
NL-intersectiondetails.d
gn
=
Default
EX ROW
EX ROW
EX ROW
EX ROW
~ MAIN STREET MAIN STREET
NE
LS
ON
LA
KE
RO
AD
R.O.W.
DE
DIC
ATIO
N
R.O.W. DEDICATION
PR R.O.W.
PR
TE
MP
EA
SE
ME
NT
1 1
2.0
%1.0
%
+39.8
1
2.0
%1.0
%
+75.8
7
1.32% 1.32%
2.0
%
+98.8
1
2.0
%
+16.8
7
2.0
%
2.0
%
1.0%
+51.94+53.95
1.7%
2.0%
+25.92
+29.95
2.0%
1.4
%
3.4
%
NOTE
INTERSECTION PLAN
1.32%
1"=40'
DO
DO
RK
9/2013
47 18
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
670+00
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\15-
KD
OT-
MAIN
NL-sht-p
mk.d
gn
=
Default
12'1
2'12'
12'12'12'
12'
12'
12'
12'
12'
12'
12'12'
27'
28'
22'
50'
30'
50'
30' 50'
50'
50'
30'
33' 33'
75' 75'
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
665+00 670+00 675+00
95
+00
ONLY ONLY
ONLY ONLY
REFLECTIVE PAVEMENT MARKER LEGEND
ONE-WAY CRYSTAL MARKER
ONE-WAY AMBER MARKER
TWO-WAY AMBER MARKER
2.2
1'
LT
+28.6
4
2.0
0'
LT
+01.1
6
1.4
0'
RT
+28.6
4
2' R
2.0
0'
LT
+23.7
4
2.0
0'
LT
+48.7
4
2.0
0'
LT
+08.7
4
2.0
0'
LT
+68.8
6
1.4
0'
RT
+68.8
6
1.7
8'
RT
+39.9
5
115'
ST
OR
AG
E
1.86' LT
+50.88,
200'
TA
PE
R
@ 48:1
1 1
NOTES:
299' TAPER @ 35:1
~ MAIN STREET
225' STORAGE292' TAPER @ 35:1
10.00' RT
+23.74
6.00' RT
+65.88
38' R
MAIN STREET
10.0
0'
RT
+48.7
4
RO
AD
NE
LS
ON
LA
KE
~ NELSON LAKE ROAD
1.40' RT
+41.12
10.00' RT
+40.15
10.00' RT
+66.13
6.00' LT
+65.88
6.00' LT
+50.88,
2.00' LT
+43.42,
6.43' RT
+67.39,
6.00' RT
+50.88,
1'=50'
PAVEMENT MARKING PLAN
50' 100'0
MATCH EXISTING
MATCH EXISTING
YELLOW
12" SOLID
LINES @ 11" C-C
2-4" SOLID YELLOW
(2' LINE, 6' SPACE)
4" WHITE DOTTED
STANDARD 781001.
INSTALLATION OF REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED PER IDOT3.
STANDARD KC781001.
REFLECTIVE PAVEMENT MARKERS SHALL BE RECESSED PER KANE COUNTY2.
ALL PAVEMENT MARKINGS ARE MODIFIED URETHANE UNLESS OTHERWISE SPECIFIED1.
4" SOLID WHITE LINE
24" SOLID WHITE LINE
YELLOW LINE
12" SOLID
@ 11' C-C
2-4" SOLID YELLOW LINES
LINES @ 11' C-C
2-4" SOLID YELLOW
6" SOLID WHITE LINE160' TAPER 13:1
47 19
50'
30'
27' 12'
12'
30'
50'
12'
12'
12'1
2'12'
50'
50'
12'
12'
28'
50'
30'
12'12'12'
12'12'
33' 33'
22'
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 100.00 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\16-
KD
OT-
MAIN
NL-sht-signage.d
gn
=
Default
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
PR R.O.W.PR R.O.W.
PR TEMP EASEMENT
PR R.O.W.
PR TEMP EASEMENT
WB-TS-001A
WB-TS-001B
WB-TS-002
WB-TS-003A
WB-TS-003B
WB-TS-003C
NB-TS-003C
NB-TS-002
NB-TS-001
SB-TS-001
SB-TS-002
EB-TS-001A
EB-TS-001B
EB-TS-001C
EB-TS-002
MAIN
NB-TS-003B (P)
NB-TS-003A (P)
NB-TS-003A (R)
NB-TS-003B (R)
MAIN
NELSON LAKENELSON LAKE
MAIN ST
NELSON LAKERD
NELSON LAKERD
MAIN ST
1 1
SIGNAGE PLAN
~ MAIN STREET
~ NELSON LAKE ROAD
MAIN STREET
RO
AD
NE
LS
ON
LA
KE
50' 100'0
COMPLETED
CONSTRUCTION IS
BE RESET AFTER
CONSTRUCTION AND IS TO
BE MAINTAINED DURING
EXISTING BFPD SIGN IS TO
1"=50'
47 20
717 75
721 75
665+00 670+00 675+00
95
+00
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
PR R.O.W.
PR TEMP EASEMENT
EX
R.O.W.
P.E.
EX ~ NELSON LAKE ROAD
F.E.
EX ~ MAIN STREET
P.E.
EX R.O.W.
EX. R.O.W.
F.E. EX. R.O.W.
P.E.
EX R.O.W.
LIMITS OF CONSTRUCTION
0.02 ACRESPROPOSED SEEDING
PR ROW
LIMITS OF CONSTRUCTION0.42 ACRESPROPOSED SEEDING
STA. 675+68.86END IMPROVEMENT
0.30 ACRESPROPOSED SEEDING
STA. 99+99.96 NELSON LAKE ROADSTA. 669+05.70 MAIN STREET
0.07 ACRESPROPOSED SEEDING
0.11 ACRESPROPOSED SEEDING
LIMITS OF CONSTRUCTION
RESTORE DECORATIVE ROCKSREMOVE, STOCKPILE ONSITE AND
RESTORE DECORATIVE ROCKSREMOVE, STOCKPILE ONSITE AND
MAIN STREET
26
54
46
34
46
34
46
54
3228
4428
NE
LS
ON
LA
KE
RO
AD
SEE DETAIL E-1
DETAIL E-1
SCALE=N.T.S.DRIVEWAY DETAIL
PROPOSED LANDSCAPE PLAN
COUNTY HIGHWAY 10 (MAIN STREET) AT NELSON LAKE ROAD
LINEEXISTING ROW
LEGEND
CLASS 2A SEEDING
PERENNIAL PLANTS, BULB TYPE
DECORATIVE ROCKS
SHRUB, BUXUS KOREANA SEMPERVIRENS
3
3
STA. 664+28.62BEGIN IMPROVEMENT
664+28.62 675+68.86
0 50 50
HORIZONTAL SCALE
SPACINGPLANT BULBS AT 6" DUTCH MASTER DAFFODIL INSTALL NEW NARCISSUS
COMMON BOXWOOD"SUFFRUITICOSA" SEMPERVIRENS BUXUS INSTALL NEW
6" SPACINGPLANT BULBS AT MASTER DAFFODIL NARCISSUS DUTCH INSTALL NEW
COMMON BOXWOOD"SUFFRUITICOSA" SEMPERVIRENS INSTALL NEW BUXUS
665+00 670+00 675+00
95
+00
717 75
721 75
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
FIL
E
NA
ME
I:\
Projects\4016125\4016125_0001\90_
CA
D
Models and
Sheets\04_
C_
Civil\
Sheets\
Landscape.d
gn
zulkowsdUSER NAME =
PLOT SCALE = 50.00 ' / in.
PLOT DATE = 8/21/2013
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
SHEET NO. OF SHEETS STA. TO STA.
F.A.P.
JAC
KMQ
SDZ
3
3KANE
DIVISION OF TRANSPORTATION
KANE COUNTY
SCALE: 1"=50'08-23-2013
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 0.13 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\19-
KD
OT-
MAIN
NL-sht-boringlogs.d
gn
=
Default
9/2013
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
1 3
BORING LOG DETAILS 47 24
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 0.13 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\19-
KD
OT-
MAIN
NL-sht-boringlogs.d
gn
=
Default
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
2 3
BORING LOG DETAILS 47 25
SECTION COUNTY
ILLINOIS FED. AID PROJECT
KANE
TOTAL
SHEETS
SHEET
NO.RTE.
08-00378-00-CH
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit FriendUSER NAME =
PLOT SCALE = 0.13 FT / in.
PLOT DATE = 9/12/2013 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
FIL
E
NA
ME
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\19-
KD
OT-
MAIN
NL-sht-boringlogs.d
gn
=
Default
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
3 3
BORING LOG DETAILS 47 26
EXISTING DRIVEWAY OR
DEPRESSED CURB
PROPOSED PAVEMENT
R.O.W. LINE
PARKING LOT
A
A
FLOW LINE OF GUTTER
DEPRESSED CURB
R.O.W. LINE
EXISTING DRIVEWAY OR
PARKING LOT
A
A
CURB & GUTTER
B B
R.O.W. LINE
SECTION B-B
4%
SECTION A-A
1:4 MAX.1:4 MAX.
EDGE OF PAVEMENT
B B
R.O.W. LINE
EDGE OF PAVEMENT
PAVEMENT
DEPRESSED CURB
1% 1%
1% 1%
TYP. TRANSITION 300(12)
SEE NOTE 3
PARKWAY (TYP.)
CONCRETE CURB TYPE B (TYP.)
EXISTING CURB (TYP.)
EXISTING CURB (TYP.)
PARKWAY (TYP.)
CONCRETE CURB TYPE B (TYP.)
CURB & GUTTER TRANSITION (TYP.)
WITH CONCRETE CURB, TYPE B
WID
TH OF DRIV
EW
AY
(SEE PLANS)
WITH CONCRETE CURB, TYPE B
RIGID DRIVEWAY
ADJACENT TO CURB AND GUTTER
COMBINATION
CURB & GUTTER
RIGID DRIVEWAY
COMBINATION
MIN. MIN.
MIN.
MIN.
MIN.
MIN.
MIN. MIN.
GENERAL NOTES:
CE:
PE:
RURAL FIELD ENTRANCE (FE)
PE: P.C.C. DRIVEWAY
CE: P.C.C. DRIVEWAY
CE:
PE:
ADJACENT TO P.C.C. / HMA SHOULDER
HMA DRIVEWAY
HMA DRIVEWAY
SHOULDER
P.C.C. / HMA
MEASURED IN TONS
MIX "D", N50, 2 (50)
HMA SURFACE COURSE,
2
2
2
2MEASURED IN SQ. YD. (m )
P.C.C. DRIVEWAY PAVEMENT 8 (200)
COMMERCIAL ENTRANCE (CE):
MEASURED IN SQ. YD. (m )
P.C.C. DRIVEWAY PAVEMENT 6 (150
NON-COMMERCIAL ENTRANCE (PE):
R=10’ (3.0 m) TYP. MIN.2MEASURED IN SQ. YD. (m ).
HMA BASE CSE., 6 (150)
2
12 (300) & VAR.
R = 15’ (4.5 m) MIN.
12 (300) STUB
12 (300) STUB
12 (300) & VAR.
R=15’ (4.5 m) (TYP.) MIN.
MEASURED IN SQ. YD. (m ).
HMA BASE COURSE, 8 (200)
MEASURED IN SQ. YD. (m ).
HMA BASE COURSE, 6 (150)
ADDITIONAL AND/OR RELOCATION/REMOVAL OF A DRIVEWAY.
THE PLANS; SPECIFICALLY IN REFERENCE TO
AT 847/ 705-4131 FOR ANY QUESTIONS ON DRIVEWAYS SHOWN IN
THE RESIDENT ENGINEER SHALL CONTACT THE TRAFFIC PERMIT OFFICE
DRIVEWAY WITHOUT CURB.
(1.2 METERS) OR LESS FROM THE BACK OF CURB, CONSTRUCT A FLARE
CURB, TYPE B RETURNS EXCEPT WHEN THE SIDEWALK EDGE IS 4 FEET
COMMERCIAL DRIVEWAYS SHALL BE CONSTRUCTED WITH CONCRETE
UNLESS OTHERWISE NOTED ON THE PLANS.
IN THE PERMIT HANDBOOK. DRIVEWAYS SHALL BE REPLACED IN KIND,
FOR FURTHER LAYOUT REQUIREMENTS, REFER TO ILLUSTRATIONS
POLICY ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS".
ACCORDANCE WITH THE LATEST EDITION OF THE "HANDBOOK FOR
DRIVEWAY SLOPES, LOCATIONS, & GEOMETRIC LAYOUT SHALL BE IN
THRU DRIVEWAY AREA TO BE A MAXIMUM OF 1:50.
P.C.C. SIDEWALK OF THE THICKNESS SPECIFIED. SIDEWALK CROSS SLOPE
SAME AS THE DRIVEWAY THICKNESS. SIDEWALK WILL BE PAID FOR AS
THICKNESS OF THE SIDEWALK IN THE DRIVEWAY AREA SHALL BE THE
WHEN THE P.C.C. SIDEWALK EXTENDS THROUGH THE DRIVEWAY, THE
P.C.C. DRIVEWAY PAVEMENT OR P.C.C. SIDEWALK.
SEPARATELY, BUT SHALL BE CONSIDERED INCLUDED IN THE COST OF THE
1 (25) PREFORMED EXPANSION JOINT FILLER WILL NOT BE PAID
BE ALLOWED FOR THE CURB & GUTTER TRANSITION.
ACROSS THE DRIVEWAY. NO ADDITIONAL COMPENSATION WILL
COMBINATION CONCRETE CURB & GUTTER SHALL BE MEASURED STRAIGHT
PAVEMENT 8 (200)
PAVEMENT 6 (150)
3.3’ (1.0 m) & VAR.
MEASURED IN SQ. YD. (m ).
HMA BASE CSE., 8 (200)2
15’ (4.5 m)
(4.5
m)
15’
15’ (4.5
m)
15’ (4.5
m)
(4.5
m)
15’
15’ (4.5 m)15’ (4.5 m) 15’ (4.5 m)
MEASURED IN TONS (METRIC TONS)
MEASURED IN SQ. YD. (m ).
AGGREGATE BASE CSE., TYPE B, 8 (200)
MEASURED IN TONS (METRIC TONS)
MIX "D", N50, 2 (50)
HMA SURFACE COURSE,
MEASURED IN TONS (METRIC TONS)
MIX "D", N50, 2 (50)
HMA SURFACE COURSE,
11-04-95
BD0156-07 (BD-01)
P. LaFLUER 04-15-03
R. BORO 01-01-07
R. SHAH SECTION COUNTY
ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO. 1
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. 1 OF 1 SHEETS STA. TO STA.
FILE NAME
c:\pw_work\pwidot\leysa\d0108315\bd01.dgn
leysaUSER NAME =
PLOT SCALE = 50.0000 ’ / in.
PLOT DATE = 9/6/2011
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
-
-
-
REVISED
REVISED
REVISED
F.A. .
R. BORO 06-11-08
-REVISED
FILLER (TYP.)
EXPANSION JOINT
25 (1) PREFORMED
SIDEWALK
P.C.C.
SIDEWALK
P.C.C.
SIDEWALK
P.C.C.SIDEWALK
P.C.C.
TRANSITION (TYP.)
CURB AND GUTTER
(SEE PLANS)
WIDTH OF DRIVEWAYCURB AND GUTTER
COMBINATION
(SEE PLANS)
DRIVEWAY
WIDTH OF
(SEE PLANS)
DRIVEWAY
WIDTH OF
STD. 424001 (TYP.)
CURB RAMP PER
CONTRACT NO.
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISDRIVEWAY DETAILS - DISTANCE BETWEEN R.O.W.
AND FACE OF CURB & EDGE OF SHOULDER >= 15’ (4.5 m)
R. BORO 09-06-11
bd01.dgn 9/6/2011 11:50:24 AM User=leysa
R.O.W. LINE
EDGE OF PAVEMENT
DEPRESSED CURB
WIDTH OF DRIVEWAY
R.O.W. LINE
DEPRESSED CURB
EDGE OF PAVEMENT
EDGE OF PAVEMENT
R.O.W. LINE
DEPRESSED CURB
B B
B B
C
~
C
PARKWAYPARKWAYDD
AA
AA
PARKWAY
WIDTH OF DRIVEWAY
PLAN
PLAN
PLAN
WID
TH OF DRIV
EW
AY
(SEE PLANS)
FLOW LINE OF GUTTER
TOP OF CURB
TOP OF DEPRESSED CURB
FLOW LINE OF GUTTER
TOP OF CURBTOP OF CURB
SECTION B-B
SECTION D-D
SECTION A-A
1% 1%
SECTION C-C
1% 1%
1:4
MAX. 1:4
M
AX.
RIGID DRIVEWAY
GENERAL NOTES
CE:
PE:
RIGID DRIVEWAY
PE: P.C.C. DRIVEWAY
CE: P.C.C. DRIVEWAY
RIGID DRIVEWAY
CE: P.C.C. DRIVEWAY
PE: P.C.C. DRIVEWAYCE:
PE:
HMA DRIVEWAY
MEASURED IN SQ. YD. (sq. m)
HMA BASE CSE., 8 (200)
MEASURED IN SQ. YD. (sq. m)
HMA BASE CSE., 6 (150)
HMA DRIVEWAY
MEASURED IN SQ. YD. (SQ. M.)
HMA BASE CSE., 8 (200)
MEASURED IN SQ. YD. (SQ. M.)
HMA BASE CSE., 6 (150)
UNLESS OTHERWISE NOTED.
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS)
12 (300) STUB
(TYP.)
15’ (4.5 m) R.
TO
< 15’ (4.5
m)
VA
RIES 10’ (3.0
m)
R. (TYP.)
15’ (4.5 m)
10’ (3.0 m) TO < 15’ (4.5 m)
12’ (3.6 m) MIN.
12’ (3.6 m) MIN.
TO
< 10’ (3.0
m)
VA
RIES 6’ (1.8
m)
6’ (1.8 m) TO 10’ (3.0 m)
W
5’ (1.6 m)
W
5’ (1.6 m)
R= 5’ (1.5
m)
P.C.C. DRIVEWAY PAVEMENT 8 (200)
PAVEMENT 8 (200)
PAVEMENT 8 (200)
PAVEMENT 6 (150)
PAVEMENT 6 (150)
JOINT FILLER (TYP.)
1 (25) PREFORMED EXPANSION
TRANS.
CURB
(600)
24
(600)
24
W
(600)
24
TRANS.
CURB
(600)
24
TRANS.
CURB
(600)
24
(600)
24
TRANS.
CURB
(600)
24
TRANS.
CURB
(600)
24
TRANS.
CURB
(600)
24
(600)
24
TRANS.
CURB
(600)
24
TRANS.
CURB
(600)
24
TRANS.
CURB
(600)
24
TRANS.
CURB
(600)
24
3.3’ (1.0 m) & VARIES
MEASURED IN TONS (METRIC TONS)
MIX "D", N50, 2 (50)
HMA SURFACE COURSE,
MEASURED IN TONS (METRIC TONS)
MIX "D", N50, 2 (50)
HMA SURFACE COURSE,
(750)
30
W
(900)
36
(450)
18
6’ (1.8
m)
6’ (1.8
m)
TY
P.
4’ (1.2
m)
4.5’ (1.4 m) R
(3.6 m)
R=12’
(450)
18
(750)
18
(900)
36
W
(900)
36
6’ (1.8 m) TO < 10’ (3.0 m)
(900)
36
W
(900)
36
STUB
(300)
12
R= 5’ (1.5
m)
TO 10’ (3.0
m)
VA
RIES 6’ (1.8
m)
BACK OF CURB.
TO OR LESS THAN 8’ (2.4 m), THE P.C.C. SIDEWALK SHALL EXTEND TO THE
WHEN THE DISTANCE BETWEEN R.O.W. AND THE BACK OF CURB IS EQUAL
A MAXIMUM OF 1:50.
REPLACED IN KIND. SIDEWALK CROSS SLOPE THRU DRIVEWAY AREA TO BE
RIGID PAVEMENT. WHERE NO SIDEWALKS EXIST, DRIVEWAYS SHALL BE
HANDBOOK. WHERE SIDEWALKS EXIST, DRIVEWAYS SHALL BE REPLACED WITH
LAYOUT REQUIREMENTS, REFER TO ILLUSTRATION 10 IN THE PERMIT
ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS". FOR FURTHER
ACCORDANCE WITH THE LATEST EDITION OF THE "HANDBOOK FOR POLICY
DRIVEWAY SLOPES, LOCATIONS, & GEOMETRIC LAYOUT SHALL BE IN
LENGTH (L), FROM 6’ (1.8 m) TO 10’ (3 m).
"W" VARIES FROM 36 (900) TO 5’ (1.5 m) PROPORTIONAL TO THE
P.C.C. DRIVEWAY PAVEMENT OR P.C.C. SIDEWALK.
SEPARATELY, BUT SHALL BE CONSIDERED INCLUDED IN THE COST OF THE
THE 1 (25) PREFORMED EXPANSION JOINT FILLER WILL NOT BE PAID
BE ALLOWED FOR THE CURB & GUTTER TRANSITION.
ACROSS THE DRIVEWAY. NO ADDITIONAL COMPENSATION WILL
COMBINATION CONCRETE CURB & GUTTER SHALL BE MEASURED STRAIGHT
12 (300) & VARIES (TYP.)
VARIES
12 (300) AND
STUB
12 (300)
11-06-95
R. SHAH M. GOMEZ 04-06-01
P. LaFLEUR 04-15-03
R. BORO 01-01-07
SECTION COUNTY
ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO. 1
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. 1 OF 1 SHEETS STA. TO STA.
FILE NAME
c:\pw_work\pwidot\leysa\d0108315\bd02.dgn
leysaUSER NAME =
PLOT SCALE = 50.0000 ’ / in.
PLOT DATE = 10/28/2011
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
F.A. .
BD400-02 (BD-02)
STUB
(12)
300
SIDEWALK
P.C.C.
SIDEWALK
P.C.C.
SIDEWALK
P.C.C.SIDEWALK
P.C.C.
CURB & GUTTER
COMBINATION CONC.
CURB & GUTTER
COMBINATION
CURB & GUTTER
COMBINATION
RELOCATION/REMOVAL OF A DRIVEWAY.
PLANS; SPECIFICALLY IN REFERENCE TO ADDITIONAL AND/OR
AT 847/ 705-4131 FOR ANY QUESTIONS ON DRIVEWAYS SHOWN IN THE
THE RESIDENT ENGINEER SHALL CONTACT THE TRAFFIC PERMIT OFFICE
CONTRACT NO.
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISDISTANCE BETWEEN ROW AND FACE OF CURB < 15’ (4.5 m)
DRIVEWAY DETAILS
R. BORO 09-06-11
bd02.dgn 10/28/2011 1:00:32 PM User=leysa
EDGE OF SHOULDER
EDGE OF PAVEMENT
80^
FLOW LINE
A
A
B
B
C
C
D
D
E
E
F
FG
G
B-BC-C
D-D
G-G
F-F
E-E
QUANTITIES
GENERAL NOTES
SH
OU
LD
ER
SL
OP
E
A-A
2
3
3
3
*
*
6’ (1.8 m) 6’ (1.8 m) 6’ (1.8 m)
18’ (5.4 m)
4’ R(1.2 m)
NO. 6 TIE BARS
@ 24" (600) CENTERS
WELDED WIRE FABRIC
(WEIGHING NOT LESS THAN
58 LBS./100 SQ. FT. (2.83 kg/m )
TO BEGIN HERE.
DIMENSIONS OF THE CURB & GUTTER AT SECTION A-A
ARE SHOWN ON STATE STANDARD 606001.
FOR DETAILS OF OUTLET FOR CONCRETE CURB & GUTTER,
TYPE B-6.24 (B-15.60) SEE STATE STANDARD 606006.
3’-11 1/2 " (1.2 m)
1 3/8 " (35)
6"
6"
(15
0)(1
50
)
13 1/8 "
(330)
12 3
/8 "
R(3
10)
(75)
3"
6 1
/4 "
(155)
14 1/2 " (665)11 1/2 "
(290)
9 3/
8 " R
(250)
3 3/4 "
(95)
6"
6"
(15
0)
(15
0)
3" R
(75)
5"
(125)
(110)
4 3
/8 "
GUTTER OUTLET SHALL BE TIED TO THE PAVEMENT IN
ACCORDANCE WITH DETAILS FOR LONGITUDINAL
CONSTRUCTION JOINT SHOWN ON STANDARD 420001.
TIE BARS SHALL BE NO. 20 (NO.6) AT 24" (600) CENTERS
UNLESS OTHERWISE SHOWN.
IF THE AVERAGE GRADE OF PAVEMENT FOR THE DISTANCE
FROM SECTION A-A TO D-D EXCEEDS 2%, THIS DISTANCE
SHALL BE INCREASED 6’ (1.8 m) FOR EACH 1% INCREASE
IN GRADE.
FOR SECTION A-A TO E-E AND CURTAIN WALL=
1.25 CU. YDS. (0.96 m ) CLASS SI CONCRETE (OUTLET) FOR 9" (225) PAV’T.
1.27 CU. YDS. (0.96 m ) CLASS SI CONCRETE (OUTLET) FOR 10" (250) PAV’T.
FOR SECTION F-F=
0.045 CU. YDS. (0.03 m ) CLASS SI CONCRETE PER ft. (m).
13 1/2 "
(340)
10 5/8 "
(270)
2 1
/2 "
(65
)
4 5
/8 "
R(1
25)
4"
(100)2 1/2 " R
(65)
(15
0)
(15
0)
6"
6"
(125)
5"
6" R
(150)
18
"
(45
0)
6"
(150)
3"
(75)
5"
(125)
(75)
3"
27"
(675)
6"
(150)
3" R
(75)
17 3
/4 "
R(4
45)
3"
(75)
13 1/2 "
(340)
(675)
27"
13 1/2 "
(340)
6"
(150)3" R
(75)
3" R
(75)
1 1/8 "
(30)
17 3
/4 "
R(4
45)
5"
(125)
(50
)
2"
3" R
(75)
5-1 1/2 " (1.54 m)
EDGE OF OUTLET TO CONFORM
TO THE SLOPE OF SHOULDER
WELDED WIRE
FABRIC
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS
OTHERWISE SHOWN.
SECTION COUNTY
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\bd03.dgn
gaglianobtUSER NAME =
PLOT SCALE = 50.0000 ’ / IN.
PLOT DATE = 1/4/2008
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
08-04-86
F.A. .
OUTLET FOR CONCRETE
CURB AND GUTERBD600-01 (BD-03)
M. DE YONG R. SHAH 09-09-94
R. SHAH 10-25-94
E. GOMEZ 12-21-00
EXISTING PAVEMENT
NOTES:
*
*
*
1.
2.
PROPOSED UNSUITABLE SUBGRADE REMOVAL AND REPLACEMENT
SAW CUT/SCORING, TYPICAL (INCLUDED IN
THE COST OF PAVEMENT PATCHING)
CLASS C OR CLASS D
PATCH OF THE
THICKNESS SPECIFIED
1.
2.
SEE NOTE 1.
UTILITY OR STORM SEWER TRENCH
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS
OTHERWISE SHOWN.
BD400-04 (BD-22)
SEE TYPICAL SECTIONS FOR
THICKNESS AND MATERIALS
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:\projects\diststd22x34\bd22.dgn
bauerdlUSER NAME =
PLOT SCALE = 50.000 ’ / IN.
PLOT DATE = 10/27/2008
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
10-25-94
F.A. .
PAVEMENT PATCHING FOR
HMA SURFACED PAVEMENT
R. SHAH
R. BORO 09-04-07
R. BORO 01-01-07
A. ABBAS 04-27-98
TOP OF EXIST. HMAOR MILLED SURFACE
K. ENG 10-27-08
6 (150) MIN.FOR PATCHING FIRST CONSTRUCTION
HMA REMOVAL OVER PATCHES
(SEE TYPICAL SECTIONS FOR THICKNESS)
AND HMA REPLACEMENT OVER PATCHES
FOR PATCHING FIRST CONSTRUCTION
SAW CUT/SCORING EXIST. HMA
OVERLAY, TYPICAL (INCLUDED IN THE COST
OF HMA REMOVAL OVER PATCHES FOR PATCHING
FIRST CONSTRUCTION OR IN THE COST OF PAVEMENT
PATCHING FOR MILL FIRST CONSTRUCTION).
THE WIDTH OF THE FULL DEPTH PATCH
OVER A TRENCH SHALL BE 12 (300) WIDER
ON EACH SIDE OF THE TRENCH.
FOR METHOD OF MEASUREMENT AND BASIS
OF PAYMENT, SEE RECURRING SPECIAL
PROVISION "PATCHING WITH HOT-MIX
ASPHALT OVERLAY REMOVAL".
1.
2.
3.
SEQUENCE OF CONSTRUCTION (PATCHING FIRST)
REMOVE THE EXISTING HMA MATERIAL OVER
THE AREA TO BE PATCHED.
REMOVE AND REPLACE WITH CLASS C OR D PATCH.
REPLACE HMA MATERIAL OVER THE AREA TO
BE PATCHED.
SEQUENCE OF CONSTRUCTION (MILLING FIRST)
MILL HMA FIRST IF THERE IS AT LEAST 4 1/2 INCHES
OR MORE OF HMA MATERIAL ON TOP OF THE EXISTING
PAVEMENT OR IF THE PAVEMENT IS FULL DEPTH HMA.
A MINIMUM OF 2 INCHES OF HMA MATERIAL SHALL BE IN
PLACE AFTER MILLING.
REMOVE AND REPLACE WITH FULL DEPTH CLASS D PATCHES
TO TOP OF MILLED SURFACE.
TAPER LENGTH
BUTT JOINT DETAIL
MILLED TEMPORARY RAMP
EXIST. PAVEMENT
**
*
A: MAINLINE ROADWAYS AND MAJOR SIDE ROADS.
OPTION 2
NOTES
C:
TEMP. RAMP
(NOTE "C")
(NOTE "E")
EXIST. PAVEMENT
EXIST. PAVEMENT
*(NOTE "E")
(NOTE "C")
TEMP. RAMP
(NOTE "D")
(NOTE "F")
(NOTE "D")
THE TEMP. RAMP SHALL BE CONSTRUCTED IMMEDIATELY UPON REMOVAL
BASIS OF PAYMENT:
VARIES
VARIES
TYPICAL TEMPORARY RAMP
OPTION 1
D: THE BUTT JOINT SHALL BE CONSTRUCTED IMMEDIATELY
EXIST. PAVEMENT
EXIST. PAVEMENT
**
**
**
SEE TYPICAL SECTIONS FOR MILLING THICKNESS.
* *
*
MIN
.
**
*
* **
PAY LIMIT FOR
BUTT JOINT
(NOTE "D")
B: MINOR SIDE ROADS.
HMA TAPER DETAIL
TYPICAL BUTT JOINT AND HMA TAPER
FOR RESURFACING ONLY
TYPICAL BUTT JOINT AND HMA TAPER
FOR MILLING AND RESURFACING
HMA CONSTRUCTED TEMPORARY RAMP
PRIOR TO PLACING THE PROPOSED HMA COURSES.
OF THE EXISTING HMA SURFACE.
BUTT JOINT AND
HMA TAPER
PC CONCRETE, HMA OR HMA RESURFACED PAVEMENT.
SAW CUT (INCLUDED IN THE COST
OF HMA SURFACE
REMOVAL - BUTT JOINT)
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
(38
)
4’-6" (1.35 m)1 3/4 (45) FOR E AND F MIX
1 1/2 (40) FOR C AND D MIX
4’-6" (1.35 m) PAY LIMIT
FOR BUTT JOINT
1 3/4 (45) FOR E AND F MIX
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
CONSTRUCT SUCCEEDING BENCH CUTS AND EMBANKMENT PLACEMENT
AND COMPACTION FROM BOTTOM TO TOP IN STAIRSTEP FASHION.
EXISTING FORESLOPE PREPARED IN ACCORDANCE WITH ARTICLE 205.03
OF THE STANDARD SPECIFICATIONS.
BENCH CUT EXISTING SLOPE TYPICAL FOR EACH STEP.
TRIM TO FINAL SLOPE.
1
2
3
4
5
6
NOTES:
GUARDRAIL OR
CONCRETE BARRIERPROP. EMBANKMENT
WIDENING (VARIES)
MERGER POINT
2
4
6
1
3
5
PROPOSED FORESLOPE
2:1 MAXIMUM
TYPICAL BENCHING DETAIL
FOR EMBANKMENT
7
BD-51
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS)
UNLESS OTHERWISE SHOWN.
8’-0"
(2.4 m MIN.)
2’-0" (600) MAXIMUM
12’-0"
(3.6 m MAX.)
EQUAL 8-INCH (200) LIFTS OF EMBANKMENT COMPACTED IN ACCORDANCE
WITH ARTICLE 205.05 OF THE STANDARD SPECIFICATIONS.
SLOPES SHALL BE BENCHED ACCORDING TO THIS DETAIL WHEN THE
SLOPE IS STEEPER THAN 4:1 AND THE HEIGHT IS GREATER THAN 5’ (1.5 m).
EXCAVATION OF BENCH CUTS WITHIN EXISTING EMBANKMENT WILL BE
PAID FOR AT THE CONTRACT UNIT PRICE PER CUBIC METER OR CUBIC
YARD FOR "EARTH EXCAVATION". THIS PRICE WILL INCLUDE ALL LABOR
AND MATERIAL, NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
SECTION COUNTY
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\bd51.dgn
gaglianobtUSER NAME =
PLOT SCALE = 50.0000 ’ / IN.
PLOT DATE = 1/4/2008
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
06-16-04
F.A. .
CADD
S.E.B.
BENCHING DETAIL
FOR EMBANKMENT WIDENING
ROAD
CONSTRUCTION
AHEAD
ROAD
CONSTRUCTION
AHEAD
ROAD
CONSTRUCTION
AHEAD
WORK AREA
ROAD
CONSTRUCTION
AHEAD
LO
CA
L S
TR
EE
T;
SP
EE
D
LIM
IT
40 M
PH
OR
LE
SS
W20-1(0)
M6-4(0)-2115
M6-1(0)-2115
NOTES:
DRIVEWAY
TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS, AND DRIVEWAYS
ROAD CONSTRUCTION AHEAD
ROAD CONSTRUCTION AHEAD
THE CLOSED PORTION OF THE MAIN ROUTE SHALL BE PROTECTED BY
BLOCKING WITH TYPE III BARRICADES, 1/2 OF THE CROSS SECTION
OF THE CLOSED PORTION.
WHEN THE SIDE ROAD LIES BETWEEN THE BEGINNING OF THE MAINLINE
SIGNING AND THE WORK ZONE, A SINGLE HEADED ARROW (M6-1) SHALL
BE USED IN LIEU OF THE DOUBLE HEADED ARROW (M6-4).
1.
a)
b)
2.
3.
A. FOR NO LANE RESTRICTION ON THE SIDE ROAD OR DRIVEWAYS FOR A LANE CLOSURE ON A SIDE ROAD OR DRIVEWAY:B.
ADVANCE WARNING SIGNS ARE TO BE OMITTED ON DRIVEWAY UNLESS
OTHERWISE NOTED.
C.
D.
SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER:
OF THE MAIN ROUTE.
THE CLOSED PORTION OF THE MAIN ROUTE SHALL BE PROTECTED BY
BLOCKING WITH TYPE I, TYPE II OR TYPE III BARRICADES, 1/3 OF
THE CROSS SECTION OF THE CLOSED PORTION.
USE APPLICABLE PORTIONS OF THE TYPICAL APPLICATION OF TRAFFIC
CONTROL DEVICES (STD. 701501, STD. 701606 OR THE APPROPRIATE STANDARD).
THE SPACING OF SIGNS AND BARRICADES SHALL BE ADJUSTED FOR FIELD
CONDITIONS AS DIRECTED BY THE ENGINEER. THE DIRECTIONAL ARROW
SHALL BE COVERED OR REMOVED WHEN NO LONGER CONSISTENT WITH THE
SIDE ROAD LANE CLOSURE.
TYPE I OR TYPE II BARRICADES WITH ONE
FLASHING AMBER LIGHT ON EACH, OR
TYPE III BARRICADES WITH TWO FLASHING
AMBER LIGHTS ON EACH.
THE TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS,
AND DRIVEWAYS SHALL BE INCIDENTAL TO THE COST OF SPECIFIED TRAFFIC
CONTROL STANDARDS OR ITEMS.
a)
b)
TYPE III BARRICADES
WITH TWO FLASHING AMBER
LIGHTS ON EACH.
48 (1.2
m)
15 (380)
21 (530)
500’| (150 m
)
CO
LL
EC
TO
R
SP
EE
D L
IM
IT
> 4
0 M
PH
(6
0 k
m/h
)
500’| (150 m
|)
48 (1.2
m)
36 (900)
200’| (60 m|)
36 (900)
200’| (60 m|)
SIDE ROAD WITH A SPEED LIMIT OF 40 MPH (60 km/h) OR LESS AS
ONE SIGN 36 x 36 (900x900) WITH A FLASHER
AND FLAG MOUNTED ON IT APPROXIMATELY 200’ (60 m) IN ADVANCE
ONE SIGN 48 x 48 (1.2 m x 1.2 m) WITH A
FLASHER MOUNTED ON IT APPROXIMATELY 500’ (150 m) IN ADVANCE
OF THE MAIN ROUTE.
SIDE ROAD WITH A SPEED LIMIT GREATER THAN 40 MPH (60 km/h)
AS SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER:
All dimensions are in millimeters (inches)
unless otherwise shown.
SECTION COUNTY
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
SECTION COUNTY
ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO. 1
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. 1 OF 1 SHEETS STA. TO STA.
FILE NAME
c:\pw_work\pwidot\leysa\d0108315\tc11.dgn
leysaUSER NAME =
PLOT SCALE = 50.000 ’ / IN.
PLOT DATE = 3/2/2011
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
F.A. .T. RAMMACHER 09-19-94
T. RAMMACHER 03-12-99
T. RAMMACHER 01-06-00
GENERAL NOTES
1. MARKERS USED WITH DASHED LINES SHALL BE
CENTERED IN THE GAP BETWEEN SEGMENTS.
TWO-LANE/TWO-WAY
LANE REDUCTION TRANSITION
MULTI-LANE/DIVIDED
LANE MARKER NOTES
B.
A.
SEE NOTE B
*
*
*
W4-2
MULTI-LANE/UNDIVIDED
SEE NOTE A
**
SEE TWO-LANE/TWO-WAY WHERE MARKERS CONTINUE
**
***
***
SEE NOTE A
**
MINIMUM OF 3 W
EQUALLY SPACED
LENGTH BETWEEN CURVES SHALL BE INSTALLED AT THE
LESSER OF THE TWO CURVE SPACINGS.
LEFT TURN
SEE NOTE B
USE DOUBLE LANE LINE MARKERS SPACED AS SHOWN.
80’ (24 m) O.C.
REDUCE TO 40’ (12 m) O.C. ON CURVES WITH POSTED OR ADVISORY SPEED 45 M.P.H. (70 km/h) OR LESS.
3 @ 40’ (12 m) O.C.
80’ (24 m)
20’ (6 m
) O.C
.
10’ 10’
(3 m) (3 m)
10’ 10’
(3 m) (3 m)
80’ (24 m) O.C.
40’ (12 m) O.C.
80’ (24 m) O.C.
2 TO 3 (50 TO 75) TOWARD TRAFFIC AS SHOWN.
3. MARKERS THROUGH TANGENTS LESS THAN 500’ (150 m) IN
3 @ 40’ (12 m)
O.C.
6’ (
2 m
)
40’ (12 m)
O.C.
40’ (12 m)
O.C.
40’ (12 m)
O.C.
40’ (12 m) O.C.
4’ (
1.2
m)
O.C
.
6’ (
2 m
)
6’ (
2 m
)
3 @ 40’ (12 m)
O.C.
3 @ 80’ (24 m) O.C.
WHERE THE MEDIAN WIDTH IS 6’ (2 m) OR LESS
USE TWO-WAY MARKERS.
3 @ 80’ (24 m) O.C.
SYMBOLS
TWO-WAY LEFT TURN
SEE NOTE A
YELLOW STRIPE
WHITE STRIPE
ONE-WAY AMBER MARKER
TWO-WAY AMBER MARKER
ONE-WAY CRYSTAL MARKER (W/O)
80’ (24 m) O.C.
SEE NOTE B
40’ (12 m) O.C. 10’
(3 m)
10’
(3 m)
2. MARKERS USED ADJACENT TO SOLID LINES SHALL BE OFFSET
REDUCE TO 40’ (12 m) O.C. ON CURVES WHERE ADVISORY SPEEDS ARE
10 M.P.H (20 km/h) LOWER THAN POSTED SPEEDS.
DESIGN NOTES
3. THE EXACT MARKER LIMITS, SPACING, AND COLOR SHALL BE INCLUDED IN
4. MARKERS SHOULD NOT BE USED ALONGSIDE CURBS EXCEPT FOR EXTREMELY
SHORT SECTIONS OF CURBS WHERE NOT MORE THAN TWO MARKERS WOULD BE
1. DOUBLE LANE LINE MARKERS SHALL BE USED UNLESS SPECIFIED OTHERWISE.
INVOLVED.
All dimensions are in inches (millimeters)
unless otherwise shown.
**
C. JUCIUS 09-09-09
CONTRACT NO.
SCALE: NONE
STATE OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
TYPICAL APPLICATIONS
RAISED REFLECTIVE PAVEMENT MARKERS (SNOW-PLOW RESISTANT)TC-11
THE PLANS WHEN STANDARD SPECIFICATIONS ARE NOT BEING USED.
2. EXCEPT AS SHOWN ON THE LANE REDUCTION TRANSITION AND FREEWAY EXIT
RAMP DETAIL, MARKERS ARE NOT TO BE SPECIFIED ON RIGHT EDGE LINES.
ONLY
ONLY
ONLY
ONLY
ONLY
2’ (600)
SECTION COUNTY
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 LINE10’ (3 m)
30’ (9 m)
4 (100) YELLOW
4 (100) WHITE LANE LINE11 (280) C-C
10’ (3 m)
4 (100) YELLOW
30’ (9 m)
2 (50) 4 (100) WHITE EDGE LINE
4 (100) WHITE LANE LINE
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
QUANTITY
90^
** * * * *
* *
90
^
2 m (6’)
1.1
2 m
(44)
unless otherwise shown.
QUANTITY
QUANTITY
8’ (
2.4
50 m
)
16
(4
00
)1
6 (
40
0)
16 (400)
4 (100)
16 (400) 16 (400) 16 (400)
12 (300)8
(200)(200)
8
38
(9
00
)
8 (200)
12 (300)
4 (100)
4 (100) LINE = 64.1 ft. (19.7 m)
21.1 sq. ft. (1.97 sq. m)
9 (230) 30 (760)
32 (810)
6’-8" (2.030 m)
33 (8
40)
30 (
760)
12 (300)
44 (1
.12 m
)
12 (300)
43 (
1.1
m)
8’ (
2.4
5 m
)
4 (100) LINE = 45.5 ft. (13.9 m)
15.2 sq. ft. (1.39 sq. m)
4 (100) LINE = 82.5 ft. (25.3 m)
27.5 sq. ft. (2.53 sq. m)
12 (300)
43 (
1.1
m)
8’-8" (
2.6
5 m
)
12’ (
3.7
m)3
3 (8
40)
12 (300)
30 (
760)
32 (810)
9 (230) 30 (800) 35 (
900)
12 (300)
8 (200)
1’-8" (500)
4’-4" (
1.3
2 m
)
4’-5
" (
1.3
5 m
)
All dimensions are in inches (millimeters)
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\tc16.dgn
gaglianobtUSER NAME =
PLOT SCALE = 50.0000 ’ / IN.
PLOT DATE = 1/4/2008
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
09-18-94
F.A. .
PAVEMENT MARKING LETTERS AND SYMBOLS
FOR TRAFFIC STAGINGTC-16
T. RAMMACHER 06-05-96
T. RAMMACHER 11-04-97
T. RAMMACHER 03-02-98
E. GOMEZ 08-28-00
2
1
NOTES:
USE APPROPRIATE
MONTH AND DATE
FOR CONTRACT
BEGINS XXX XX
7’ (
2.1
m) M
IN
.
ROAD WORK
AHEAD
EXPECT DELAYS
45
(1
12
5)
55
77
77
7
7
(175)
7
(175)
68 (1700)
54 (1350)
58 (1450)
1. USE BLACK LETTERING ON ORANGE BACKGROUND.
2. ERECT SIGNS IN ADVANCE OF THE LOCATION FOR THE "ROAD CONSTRUCTION
AHEAD" SIGN AT LOCATIONS AS DIRECTED BY THE ENGINEER.
3. ERECT SIGN 1 WITH INSTALLED PANEL 2 ONE WEEK PRIOR TO THE START OF
CONSTRUCTION.
4. REMOVE PANEL 2 SOON AFTER THE START OF CONSTRUCTION.
5. SEE SPECIAL PROVISION FOR "TEMPORARY INFORMATION SIGNING"
FOR ADDITIONAL INFORMATION.
6. ONE SIGN ASSEMBLY EQUALS 25.70 SQ. FT. (2.3 SQ. M.)
7. SHALL BE PAID FOR AS TEMPORARY INFORMATION SIGNING.
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS)
UNLESS OTHERWISE SHOWN.(1
75
)(1
25
)(1
75
)(1
75
)(1
25
)(1
75
)(1
75
)
1 (25) BLACK
BORDER
11
(275)
SECTION COUNTY
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\tc22.dgn
gaglianobtUSER NAME =
PLOT SCALE = 50.000 ’ / IN.
PLOT DATE = 1/4/2008
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
F.A. .
ARTERIAL ROAD
INFORMATION SIGNTC-22
R. MIRS 09-15-97
R. MIRS 12-11-97
T. RAMMACHER 02-02-99
C. JUCIUS 01-31-07
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
664
+00.0
0
664
+28.6
2
664
+50.0
0
665
+00.0
0
710
715
720
725
730
710
715
720
725
730
664+00.00 665+00.00
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
CROSS SECTIONS
COUNTY HIGHWAY 10 (MAIN STREET)KANE08-00378-00-CH
1
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
9
710
715
720
725
730
710
715
720
725
730
710
715
720
725
730
710
715
720
725
730
710
715
720
725
730
710
715
720
725
730
664
+75.0
0
710
715
720
725
730
710
715
720
725
730
47 38
EX ROW
EX ROW
EX ROW
EX ROW
721.91
721.64
721.62
721.52
721.46
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
719.20
720.87
FIL
L:
0.0
0
SQ
YD
CU
T:
1.3
2
SQ
YD
EX ROW
EX ROW
721.89
721.63
721.62
721.41
721.39
4:1
4.0
%2.0
%2.0
%4.0
%
3:1
718.81
718.13
15"
RC
P, IN
V.
717.3
4
FIL
L:
0.0
1
SQ
YD
CU
T:
1.3
3
SQ
YD
EX ROW
EX ROW
721.88
721.62
721.60
721.38
721.36
4:1
4.0
%2.0
%2.0
%4.0
%
3:1
718.82
719.05
15"
RC
P, IN
V.
717.6
1
FIL
L:
0.0
2
SQ
YD
CU
T:
1.3
4
SQ
YD
EX ROW
EX ROW
4.0
%
4:1
2.0
%2.0
%
721.37
721.61
DRIV
EW
AY
718.68
721.89
720.04
9.5
0%
721.62
OFF= 13.36'
FIL
L:
0.0
0
SQ
YD
CU
T:
0.8
7
SQ
YD
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
705
710
715
720
725
705
710
715
720
725
705
710
715
720
725
705
710
715
720
725
710
715
720
725
730
705
710
715
720
725
705
710
715
720
725
710
715
720
725
730
665
+50.0
0
666
+00.0
0
666
+50.0
0
667
+00.0
0
665+50.00 667+00.00
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
CROSS SECTIONS
COUNTY HIGHWAY 10 (MAIN STREET)KANE08-00378-00-CH
92
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC 47 39
EX ROW
EX ROW
EX ROW
EX ROW
721.89
721.62
721.61
721.38
721.37
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
719.45
719.83
15"
RC
P, IN
V.
717.9
1
FIL
L:
0.0
0
SQ
YD
CU
T:
1.2
8
SQ
YD
EX ROW
EX ROW
722.10
721.80
721.82
721.56
721.58
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
720.26
720.48
15"
RC
P, IN
V.
718.2
0
FIL
L:
0.0
0
SQ
YD
CU
T:
1.4
1
SQ
YD
EX ROW
EX ROW
722.54
722.21
722.26
721.97
722.02
4:1
4:1
2.0
%2.0
%4.0
%4.0
%
720.86
720.13
12"
RC
P, IN
V.
718.8
8
FIL
L:
0.0
3
SQ
YD
CU
T:
1.4
6
SQ
YD
EX ROW
EX ROW
723.17
722.81
722.89
722.57
722.65
4:1
4:1
4.0
%2.0
%4.0
%2.0
%
721.46
719.40
12"
RC
P, IN
V.
719.5
6
FIL
L:
0.4
1
SQ
YD
CU
T:
1.3
5
SQ
YD
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
667+50.00 669+00.00
667
+50.0
0
668
+00.0
0
668.+
50.0
0
669
+00.0
0
715
720
725
730
735
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
CROSS SECTIONS
COUNTY HIGHWAY 10 (MAIN STREET)KANE08-00378-00-CH
93
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
667
+67.0
0
715
720
725
730
735
720
725
730
735
740
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
47 40
720
725
730
735
740
720
725
730
735
740
720
725
730
735
740
EX ROW
EX ROW
723.83
723.44
723.55
723.20
723.31
4:1
4:1
2.0
%4.0
%4.0
%
721.46
720.12
2.0
%
12"
RC
P, IN
V.
720.2
4
FIL
L:
0.3
6
SQ
YD
CU
T:
1.7
7
SQ
YD
EX ROW
EX ROW
724.49
724.08
724.21
723.97
4:1
4:1
4.0
%2.0
%4.0
%
723.84
721.06
1.9
7%
3:1
722.57
12"
RC
P, IN
V.
721.0
0
721.00
FIL
L:
0.7
0
SQ
YD
CU
T:
3.7
6
SQ
YD
EX ROW
EX ROW
PR ROW
725.15
724.87
724.63
4:1
4:1
4.0
%2.0
%4.0
%1.0
%
724.91
724.67
722.75
721.88
723.41
3:1
FIL
L:
0.5
9
SQ
YD
CU
T:
2.9
8
SQ
YD
EX ROW
725.80
725.52
725.28
4:1
725.58
2.0
%4.0
%1.0
%
3:1
722.75
724.48
FIL
L:
0.0
0
SQ
YD
CU
T:
4.1
7
SQ
YD
CO
NS
TR
UC
TIO
N
CR
OS
S-S
EC
TIO
NS
FO
R
SE
E
NE
LS
ON
LA
KE
RO
AD
EX ROW
EX ROW
4:1
2.0
%2.0
%4.0
%
720.44
723.41
723.65
724.05
723.09
4.8
3%
723.77
OFF= 14.0'
DRIV
EW
AY
FIL
L:
0.3
9
SQ
YD
CU
T:
1.4
2
SQ
YD
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
669+50.00 671+00.00
669
+50.0
0
670
+00.0
0
670
+50.0
0
671+00.0
0
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
CROSS SECTIONS
COUNTY HIGHWAY 10 (MAIN STREET)KANE08-00378-00-CH
94
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC 47 41
EX ROW
EX ROW
PR ROW
726.46
726.18
725.94
4:1
4.0
%2.0
%4.0
%
6:1
1.0
%
726.17
725.88
723.25
725.71
3:1
725.71
FIL
L:
0.0
3
SQ
YD
CU
T:
6.0
4
SQ
YD
EX ROW
EX ROW
727.12
726.84
726.60
4:1
2.0
%4.0
%4.0
%
6:1
1.5
9%
726.77
726.53
726.48
723.75
3:1
7:1
725.48
726.56
FIL
L:
0.3
2
SQ
YD
CU
T:
6.2
1
SQ
YD
EX ROW
EX ROW
727.78
727.34
727.50
727.10
727.26
4:1
4.0
%2.0
%2.0
%4.0
%
6:1
3:1
9.5:1
725.45
726.68
724.25
726.39
FIL
L:
0.6
4
SQ
YD
CU
T:
3.6
7
SQ
YD
EX ROW
EX ROW
728.47
728.03
728.19
727.79
727.95
4:1
4.0
%2.0
%2.0
%4.0
%
6:1
724.75
725.68
725.68
725.42
38.8:1
3:1
FIL
L:
0.6
4
SQ
YD
CU
T:
3.6
7
SQ
YD
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
671+50.00 673+00.00
671+50.0
0
672
+00.0
0
672
+50.0
0
673
+00.0
0
715
720
725
730
735
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
715
720
725
730
735
KANE08-00378-00-CH
95
CROSS SECTIONS
COUNTY HIGHWAY 10 (MAIN STREET)
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC 47 42
EX ROW
EX ROW
729.35
728.91
729.07
728.67
728.83
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
724.97
724.40
725.52
3:1
29:1
725.39
FIL
L:
2.9
0
SQ
YD
CU
T:
2.7
6
SQ
YD
EX ROW
EX ROW
730.46
730.05
730.18
729.81
729.94
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
724.92
725.88
725.25
3:1
FIL
L:
2.3
9
SQ
YD
CU
T:
2.8
0
SQ
YD
EX ROW
EX ROW
731.77
731.39
731.49
731.15
731.25
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
728.63
726.25
726.82
3:1
FIL
L:
1.8
2
SQ
YD
CU
T:
2.6
5
SQ
YD
EX ROW
EX ROW
733.10
2.0
0%
732.75
732.82
732.51
732.58
4:1
4:1
4.0
%2.0
%4.0
%
730.32
727.50
728.18
3:1
FIL
L:
1.2
7
SQ
YD
CU
T:
2.2
5
SQ
YD
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
675+00.00
673
+50.0
0
674
+00.0
0
674
+50.0
0
675
+00.0
0
725
730
735
740
745
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
673+50.00
KANE08-00378-00-CH
96
CROSS SECTIONS
COUNTY HIGHWAY 10 (MAIN STREET)
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
725
730
735
740
745
725
730
735
740
745
725
730
735
740
745
725
730
735
740
745
725
730
735
740
745
730
735
740
745
750
730
735
740
745
750
725
730
735
740
745
725
720
735
740
745
674
+83.0
0
47 43
EX ROW
EX ROW
734.44
734.11
734.16
733.87
733.92
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
730.64
730.00
3:1
731.58
FIL
L:
0.1
9
SQ
YD
CU
T:
2.0
5
SQ
YD
EX ROW
EX ROW
735.77
735.48
735.49
735.24
735.25
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
733.68
733.76
3:1
734.16
FIL
L:
0.0
1
SQ
YD
CU
T:
1.3
9
SQ
YD
EX ROW
EX ROW
737.03
736.75
736.75
736.51
736.51
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
735.34
736.08
735.34
FIL
L:
0.0
0
SQ
YD
CU
T:
1.3
3
SQ
YD
EX ROW
EX ROW
738.09
737.82
737.81
737.58
737.57
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
736.11
737.40
3:1
736.78
FIL
L:
0.0
0
SQ
YD
CU
T:
1.5
6
SQ
YD
4:1
2.0
%2.0
%4.0
%
EX ROW
EX ROW
0.1
1%
737.48
737.75
737.48
737.24
DRIV
EW
AY
736.91
737.47
OFF= 14.0'
FIL
L:
0.3
9
SQ
YD
CU
T:
1.4
2
SQ
YD
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
676+50.00 680+00.00
725
730
735
740
745
725
730
735
740
745
725
730
735
740
745
725
730
735
740
745
725
730
735
740
745
725
730
735
740
745
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
675
+50.0
0
675
+68.8
6
680
+00.0
0
KANE08-00378-00-CH
97
CROSS SECTIONS
COUNTY HIGHWAY 10 (MAIN STREET)
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC 47 44
EX ROW
EX ROW
738.68
738.67
738.45
738.45
4:1
4:1
2.0
%2.0
%4.0
%4.0
%
738.36
3:1
737.06
737.80
FIL
L:
0.0
0
SQ
YD
CU
T:
1.4
0
SQ
YD
738.96
EX ROW
EX ROW
739.23
738.97
738.95
738.75
738.80
4:1
4:1
4.0
%2.0
%2.0
%4.0
%
737.17
738.60
3:1
737.76
FIL
L:
0.0
0
SQ
YD
CU
T:
1.4
3
SQ
YD
EX ROW
EX ROW
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
695
700
705
710
715
700
705
710
715
720
96
+00.0
0
695
700
705
710
715
700
705
710
715
720
96
+50.8
8
705
710
715
720
725
705
710
715
720
725
97
+00.0
0
97
+50.0
0
710
715
720
725
730
710
715
720
725
730
97+50.0096+00.00
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
KANE08-00378-00-CH
98
CROSS SECTIONS
NELSON LAKE ROAD
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC 47 45
DEDICATION 33' ROW
DEDICATION 33' ROW
PR ROW
713.35
713.08
713.02
3:1
2.0
%2.0
%4.0
%
EASEMENT PR TEMP
DEDICATION 33' ROW
DEDICATION 33' ROW
712.83
713.15 713.10
712.90
712.30
3:1
10:1
4.0
%
FIL
L:
0.0
3
SQ
YD
CU
T:
5.3
5
SQ
YD
PR ROW
716.47
716.17
715.93
10:1
2.0
%2.0
%4.0
%
EASEMENT PR TEMP
DEDICATION 33' ROW
DEDICATION 33' ROW
2:1
2:1
716.53 716.67
716.22
713.93
12"
RC
P, IN
V.
714.5
4
FIL
L:
0.0
1
SQ
YD
CU
T:
9.9
1
SQ
YD
PR ROW
719.38
719.06
718.82
3:1
10:1
2.0
%2.0
%4.0
%
EASEMENT PR TEMP
DEDICATION 33' ROW
DEDICATION 33' ROW
719.87
716.82
2:1
2:1
724.90
719.74
719.54
12"
RC
P, IN
V.
716.0
3
FIL
L:
0.0
0
SQ
YD
CU
T:
19.0
4
SQ
YD
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
98+00.00 99+50.00
720
725
730
735
740
98
+00.0
0
99
+50.0
0
715
720
725
730
735
715
720
725
730
735
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
KANE08-00378-00-CH
99
CROSS SECTIONS
NELSON LAKE ROAD
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
715
720
725
730
735
715
720
725
730
735
97
+84.0
0
98
+50.0
0
720
725
730
735
740
99
+00.0
0
720
725
730
735
740
720
725
730
735
740
720
725
730
735
740
720
725
730
735
740
47 46
PR ROW
721.72
10:1
3:1
10:1
2.0
%2.0
%
EASEMENT PR TEMP
DEDICATION 33' ROW
DEDICATION 33' ROW
722.02
721.82
728.78
722.04
721.84
12"
RC
P, IN
V.
717.5
2FIL
L:
0.0
0
SQ
YD
CU
T:
25.7
9
SQ
YD
PR ROW
723.50
3:1
3:1
10:1
10:1
2.0
%2.0
%
EASEMENT PR TEMP
DEDICATION 33' ROW
DEDICATION 33' ROW
729.78
723.78
723.58
723.22
723.58
723.38
FIL
L:
0.0
0
SQ
YD
CU
T:
24.3
5
SQ
YD
PR ROW
724.72
3:1
3:1
10:1
10:1
2.0
%2.0
%
EASEMENT PR TEMP
DEDICATION 33' ROW
DEDICATION 33' ROW 728.91
725.00
724.80
724.39
724.60
724.80
FIL
L:
0.0
0
SQ
YD
CU
T:
16.0
1
SQ
YD
PR ROW
725.38
3:1
4.0
%4.0
%
DEDICATION 33' ROW
3:1
1.7
5%
1.0
7%
724.48
724.73
724.99
725.12
724.84
727.89
FIL
L:
0.0
0
SQ
YD
CU
T:
16.9
9
SQ
YD
3:1
10:1
2.0
%2.0
%
DEDICATION 33' ROW
DEDICATION 33' ROW
PR ROW
EASEMENT PR TEMP
EASEMENT PR TEMP
DRIV
EW
AY
727.61
721.37
721.17
722.61
720.70
OFF=16.62'
721.04
5.1
2%
FIL
L:
0.0
0
SQ
YD
CU
T:
24.1
8
SQ
YD
NO
TE
BO
OK
ORIGIN
AL
SU
RV
EY
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
NO
TE
BO
OK
NO.
BY
DA
TE
SU
RV
EY
ED
PL
OT
TE
D
TE
MP
LA
TE
AR
EA
S
AR
EA
S
CH
EC
KE
D
FIN
AL
SU
RV
EY
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.F.A.
RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Whit Friend=USER NAME
20.00 ' / in.=PLOT SCALE
9/12/2013=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS TO STA. STA.
-
-
-
-
-
-
-
-
C:\
Users\
Whit Friend\
Desktop\02_208\
CA
DD\
Sheets\21-
KD
OT-
MAIN
NL-sht-xsc.d
gn
FIL
E
NA
ME
=
Default
DOWNERS GROVE, IL 60515
5200 MAIN STREET, SUITE 240
SE3, LLC
715
720
725
730
735
715
720
725
730
735
0010
10
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
KANE08-00378-00-CH
11
STATION 671+90.75
EXISTING & PROPOSED CULVERT
ST
ATIO
N 671+90.7
5
EXIS
TIN
G
CU
LV
ER
T
ST
ATIO
N 671+90.7
5
PR
OP
OS
ED
CU
LV
ER
T
715
720
725
730
735
715
720
725
730
735
47 47
729.73
729.97
730.24
729.81
729.57
3.9
4%
1.9
4%
2.0
6%
4.0
5%
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