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10 & VARIES'12 & VARIES'12 & VARIES'VARIES3' &
50 & VARIES' 50 & VARIES'
50 & VARIES' 50 & VARIES'
7' & VARIESVARIES 12' - 13'VARIES 0' - 12'VARIES 12' - 13'VARIES5' &
EFK Moen,LLC
Civil Engineering Design
EX
RO
W
IL ROUTE 53
IL ROUTE 53
STA 824+94 TO STA 829+96
EX
RO
W
EX
RO
WE
X
RO
W
~ IL ROUTE 53
~ IL ROUTE 53
VARIES
1.5% &
VARIES
1.5% &
VARIES
6% &
VARIES6% &
1:3 & VARIES1:
3 & V
ARIES
LEFT TURN LANE
A B C A
1:3
& VARIE
S
1:3 & VARIES
A C B D E
VARIES
1.5% &
VARIES6% &
VARIES
1.5% &
VARIES
4% &
STA 818+85 TO STA 824+94
LEGEND
EXISTINGVARIES
6% &
D
STA 818+85 TO STA 819+93
E
D
C
B
A
EXISTING TYPICALS BASED ON CONTRACT 60N43
NOTES:
1:3 & VARIES
*
*
TYPE B-6.12
COMBINATION CONCRETE CURB AND GUTTER,
HOT-MIX ASPHALT SHOULDER
PCC PAVEMENT, 8" |
HOT-MIX ASPHALT CONCRETE SURFACE, 8"|
AGGREGATE SHOULDER
APPROX. STA. 824+10 TO APPROX. STA. 824+75
16"|:
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 12
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N.T.S.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-012-015-typicals.dgn
jdUSER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
EXISTING TYPICALS
IL ROUTE 53 OVER GLEN CREST CREEK
SHEET 1 OF 4 SHEETS STA. TO STA.
-
-
-
-
-
-
-
-$MODELNAME$
T.H.G.
E.D.
P.S.
8/6/2015
50'50'
50'50'
2'
60' 60'
12' 12'
5'
12'12'4'
15'
4' (TYP)
5'
10'
3'
4' (TYP)
5'
8' SHLD. 8' SHLD.
8' SHLD.* 8'SHLD.**
EFK Moen,LLC
Civil Engineering Design
EX
RO
W EX
RO
WE
X
RO
W
EX
RO
W
IL ROUTE 53
2%2%
2%2%
PR
RO
W PR
RO
W
** *
4% 4%
4% 4%
IL ROUTE 53
***
*** STA 825+41.5 TO STA 827+09.5
TE
***
1:2 (M
AX)
1:4 (T
YP)
STA 822+00 TO STA 824+10
MAX
1:10
****
****
1:2 (T
YP)
1:4 (
TYP) 1:4 (
TYP)
1:2 (MAX)
1:3 (TYP)
* *
TE
TE
~ IL ROUTE 53
~ IL ROUTE 53
1:4 (TYP)
2%
4'
1:3 (TYP)
STA 824+75 TO 828+00
STA 823+73 TO STA 824+10 & STA 824+75 TO STA 825+41.5
STA 824+75 TO STA 824+87.2
*****
* * * * *
STA 824+00 TO STA 824+10 & STA 824+75 TO STA 826+6.17
NOTES:
RT- STA 823+69.18 TO 825+37.93
LT- STA 823+48.90 TO 825+17.65
LONG SPAN GUARDRAIL OVER CULVERT, 18FT 9IN SPAN:
* * * * *
10 10
354813 2 3 3 5 4 9
11
12
14
611
12
4 5 3 2 3 61
7
******
RT- STA 824+08.88 TO 824+75.00
LT- STA 823+88.88 TO 824+75.00
PIPE UNDERDRAINS 4":
* * * * * * * * * * * *
453
VARIES
&
1.5%
PROPOSED
GUARDRAIL AND COMBINATION CURB & GUTTER.
SEE PLAN & PROFILE SHEET FOR LIMITS OF1.
3
2
MIX "E", N70 (1ƒ")
POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE,
1
4
5 HOT-MIX ASPHALT SHOULDERS, 8‚"
6
8
TYPE M-4.12
COMBINATION CONCRETE CURB AND GUTTER,
9
TYPE B-6.24 OR TYPE M-6.24
COMBINATION CONCRETE CURB AND GUTTER,
10
11
12
6 FOOT POSTS
STEEL PLATE BEAM GUARDRAIL, TYPE A,
13 AGGREGATE SHOULDERS, TYPE B 10"
PORTLAND CEMENT CONCRETE SIDEWALK 5"14
15
16
AGGREGATE SUBGRADE IMPROVEMENT, 12"17
(TO ACCOMMODATE STAGE CONSTRUCTION LINE)
STRIP REFLECTIVE CRACK CONTROL TREATMENT
7
TOPSOIL FURNISH AND PLACE, 4"
PIPE UNDERDRAINS 4"
18 FT 9 IN SPAN *****
LONG-SPAN GUARDRAIL OVER CULVERT,
LEVELING BINDER (MACHINE METHOD), N70 (ƒ")
(6" BEYOND OUTER SHOULDER EDGE OR BACK-OF-CURB)
SUBBASE GRANULAR MATERIAL, TYPE B 4"
18
HOT-MIX ASPHALT BASE COURSE, 7•"
VARIABLE
HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12
HOT-MIX ASPHALT SURFACE REMOVAL, 2•"
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 13
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N.T.S.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-012-015-typicals.dgn
sfUSER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 9/21/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
PROPOSED TYPICALS
SHEET 2 OF 4 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
JRD
DWB
SLD
8/6/2015
** SHOULDER ONLY STA 819+48 - STA 821+00 (RT)
* SHOULDER ONLY STA 818+98 - STA 821+00 (LT)
STA 818+98 TO STA 822+00
1 * * * * * * *
******* STA 823+18 TO 824+10 & 824+75 TO STA 827+42
50'50'
60' 60'
12'12'4'
15'
4' (TYP)
5'
10'
3' 5'
8' SHLD. 8' SHLD.
50' 50'
EFK Moen,LLC
Civil Engineering Design
EX
RO
W EX
RO
W
2%2%P
R
RO
W PR
RO
W
4% 4%
TE
1:2 (M
AX)
1:4 (T
YP)
STA 824+10 TO STA 824+75
MAX
1:10
*
1:2 (MAX)
1:3 (TYP)
TE
~ IL ROUTE 53
* STA 824+17.8 TO STA 824+75
IL ROUTE 53 - OVER CULVERT
1.5%
1:3 (TYP)
10 10354813 15 16 17 3 5 4 9
12
14
612
3
2
MIX "E", N70 (1ƒ")
POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE,
1
4
5 HOT-MIX ASPHALT SHOULDERS, 8‚"
6
PROPOSED
TOPSOIL FURNISH AND PLACE, 4"
LEVELING BINDER (MACHINE METHOD), N70 (ƒ")
(6" BEYOND OUTER SHOULDER EDGE OR BACK-OF-CURB)
SUBBASE GRANULAR MATERIAL, TYPE B 4"
~ IL ROUTE 53
EX
RO
W
EX
RO
W
34 5 3
4%
1 46 18
IL ROUTE 53
STA 828+00 TO STA 829+32
MATCH EXIST. MATCH EXIST. MATCH EXIST.
*
* MATCH EXIST. @ STA. 829+32
8.6' MATCH EXIST. MATCH EXIST. 10'
(TYP.)
1:24 (TYP.)1:8
GUARDRAIL AND COMBINATION CURB & GUTTER.
SEE PLAN & PROFILE SHEET FOR LIMITS OF1.
NOTES:
2 3
2
HOT-MIX ASPHALT SURFACE REMOVAL, 2•"
8
TYPE M-4.12
COMBINATION CONCRETE CURB AND GUTTER,
9
TYPE B-6.24 OR TYPE M-6.24
COMBINATION CONCRETE CURB AND GUTTER,
10
11
12
6 FOOT POSTS
STEEL PLATE BEAM GUARDRAIL, TYPE A,
13 AGGREGATE SHOULDERS, TYPE B 10"
PORTLAND CEMENT CONCRETE SIDEWALK 5"14
15
16
AGGREGATE SUBGRADE IMPROVEMENT, 12"17
(TO ACCOMMODATE STAGE CONSTRUCTION LINE)
STRIP REFLECTIVE CRACK CONTROL TREATMENT
7
PIPE UNDERDRAINS 4"
18 FT 9 IN SPAN *****
LONG-SPAN GUARDRAIL OVER CULVERT,
18
HOT-MIX ASPHALT BASE COURSE, 7•"
VARIABLE
HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 14
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N.T.S.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-012-015-typicals.dgn
sfUSER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 9/21/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
PROPOSED TYPICALS
SHEET 3 OF 4 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
JRD
DWB
SLD
8/6/2015
EFK Moen,LLC
Civil Engineering Design
PAVEMENT RESURFACING
POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, MIX "E", N70 (IL 9.5 mm)
LEVELING BINDER (MACHINE METHOD), N70 (IL 9.5mm)
HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70; 2-1/4" Min.
PAVEMENT RECONSTRUCTION
SHOULDER RECONSTRUCTION
HOT-MIX ASPHALT SHOULDER (HOT-MIX ASPHALT BINDER IL-19 mm); 8-1/4", 2-1/4" Min.
PAVEMENT PATCHING
CLASS D PATCH (HMA BINDER IL-19 mm), 10" (3 LIFTS)
SIDE ROAD RECONSTRUCTION
POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, MIX "E", N70 (IL 9.5 mm), 1-3/4"
HOT-MIX ASPHALT BASE COURSE (HOT-MIX ASPHALT BINDER IL-19 mm), 8-1/4", 2-1/4" Min.
DRIVEWAY RECONSTRUCTION
HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5 mm), 2"
HOT-MIX ASPHALT BASE COURSE (HOT-MIX ASPHALT BINDER IL-19 mm), 6", 2-1/4" Min.
TEMPORARY PAVEMENT
HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5 mm), 2"
TEMP PAVEMENT (HOT-MIX ASPHALT BINDER IL-19 mm), 10", 2-1/4" Min.
QMP DESIGNATION: QUALITY CONTROL/QUALITY ASSURANCE (QC/QA)
MIXTURE NOTES:
1. THE UNIT WEIGHT USED TO CALCULATE ALL HMA SURFACE COURSE AND BINDER COURSE MIXTURE QUANTITIES IS 112 LBS/SQ YD/IN.
2. THE "AC TYPE" FOR POLYMERIZED HMA MIXES SHALL BE "SBS/SBR PG 76-22" AND FOR NON-POLYMERIZED
HMA THE "AC TYPE" SHALL BE "PG 64-22" UNLESS MODIFIED BY DISTRICT ONE SPECIAL PROVISIONS
FOR USE OF RECYCLED MATERIALS, SEE SPECIAL PROVISIONS.
3. QUALITY MANAGEMENT PROGRAM (QMP) IDENTIFIES THE PARTICULAR QUALITY CONTROL SPECIFICAITON THAT APPLIES TO THE HMA MIXTURE.
4. PCC TEMPORARY PAVEMENT SHALL CONSIST OF CLASS PV CONCRETE MEETING THE CURRENT REQUIREMENTS OF
ART. 1020 OF THE STANDARD SPECIFICATIONS; 10" THICK.
5. REFER TO DRAINAGE PLAN FOR THE LOCATION OF PAVEMENT PATCHES TO BE CONSTRUCTED UNDER THIS CONTRACT.
6. CLASS D PATCHES SHALL BE DONE PRIOR TO MILLING & OVERLAY OPERATIONS.
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 70 GYR
4% @ 50 GYR
4% @ 50 GYR
4% @ 50 GYR
4% @ 50 GYR
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
QC/QA
HOT-MIX ASPHALT MIXTURE REQUIREMENTS
MIXTURE TYPE AIR VOIDS @ Ndes PROGRAM (QMP)
MANAGEMENT
QUALITY
POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, MIX "E", N70 (IL 9.5 mm), 1-3/4"
POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, MIX "E", N70 (IL 9.5 mm), 1-3/4"
LEVELING BINDER (MACHINE METHOD), N70 (IL 9.5mm);3/4"
HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70; 7-1/2"
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 15
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N.T.S.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-012-015-typicals.dgn
sfUSER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 9/21/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
PROPOSED TYPICALS
SHEET 4 OF 4 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
JRD
DWB
SLD
8/6/2015
EFK Moen,LLC
Civil Engineering Design
LT
LT
RT
RT
LOCATION
819+54.95 TO 824+17.62
824+13.87 TO 828+13.70
822+63.33 TO 824+29.46
826+23.55 TO 827+21.91
TOTAL
TREE
REMOVAL
(ACRE)
0.7
GUARDRAIL SCHEDULE
823+47.80
823+92.54
822+86.41
823+19.19
826+37.93
827+67.65
823+36.40
825+17.65
825+37.93
823+48.90
823+69.18
822+86.41
828+17.48
823+19.19
826+87.92
822+86.41
823+19.19
824+88.09
825+31.24
823+36.40
823+69.18
826+87.92
828+17.27
823+48.90
827+67.65
826+37.93
825+17.65
825+37.93
828+17.48
826+87.92
RT
LT
LT
RT
RT
LT
LT
LT
RT
LT
RT
LT
LT
RT
RT
LT
RT
TOTAL
(FOOT)
141
139
280
TRAFFIC BARRIER
TERMINAL TYPE 1
(SPECIAL) TANGENT
(EACH)
1
1
1
3
TRAFFIC BARRIER
TERMINAL TYPE 1
(SPECIAL) FLARED
(EACH)
1
STEEL PLATE
BEAM GUARDRAIL
TYPE A, 6' POSTS
(FOOT)
362.5
18 FT 9 IN
(FOOT)
168.75
168.75
337.5
TERMINAL MARKER
DIRECT APPLIED
(EACH)
1
1
1
1
4
GUARDRAIL
MARKER
TYPE A
(EACH)
6
5
111
(FOR GUARDRAIL MARKERS - NOTE: EVERY 80' FOR THE FIRST 400', THEN EVERY 400' PER HWY. STD. 635001)
0.3
0.2
0.1
0.1
RT
RT
RT
RT
RT
LT
RT
LT
LT
RT
RT
RT
RT
RT
RT
LOCATION
820+11.62(OS-26.64') TO 820+31.90(OS-26.82)
821+78.59(OS-26.72') TO 822+51.23(OS-25.27')
822+30.79(OS-68.80') TO 822+31.88(OS-42.51')
826+98.76 (OFFSET 39.44')
826+98.89 (OFFSET 23.55')
828+61.03 (OFFSET 25.21')
828+77.80 (OFFSET 30.53')
827+52.10(OS-23.16') TO 828+61.03(OS-25.21')
828+61.03(OS-25.21') TO 828+70.28(OS-25.52')
824+70.15(OS-40.62') TO 826+98.76(OS-39.44')
826+98.76(OS-39.44') TO 826+98.89(OS-23.55')
826+98.76(OS-39.44') TO 828+37.77(OS-32.51')
828+77.76(OS-30.51') TO 830+07.07(OS-29.34')
828+37.77(OS-32.51) TO 828+77.76(OS-30.51)
** 821+84.30 TO 822+52.01
TOTAL
PIPE CULVERT
REMOVAL
(FOOT)
21
73
27
121
STRUCTURE
REMOVAL
(EACH)
1
1
1
1
4
REMOVAL
18"
(FOOT)
109
11
120
REMOVAL
15"
(FOOT)
229
16
140
131
516
PLUG
EXISTING
(CU YD)
2
2
TRENCH
BACKFILL
(SS REM)
(CU YD)
4.4
OVER CULVERT
LONG-SP GUARDRAIL
DRAINAGE STORM SEWER STORM SEWER
STORM SEWER
818+85
BRIDGE
TOTAL
829+10
TEMPORARY
SHEET
(SQ FT)
4.4
SEEDING SCHEDULE
LOCATION
RT
LT
RT
LT
RT
LT
LT/RT
RT
LT
TOTAL
818+98.00 TO 823+50.00
818+98.00 TO 822+00.00
823+50.00 TO 825+50.00
822+00.00 TO 825+50.00
825+50.00 TO 830+10.50
825+50.00 TO 829+32.00
818+98.00 TO 830+10.50
818+98.00 TO 830+10.50
818+98.00 TO 829+32.00
SEEDING
CL 1A
(ACRE)
0.2
0.2
0.17
0.18
0.75
SEEDING
CL 4
(ACRE)
0.25
0.25
0.5
NITROGEN
FERTILIZER
NUTRIENT
(POUND)
15.5
16.5
68
PHOSPHORUS
FERTILIZER
NUTRIENT
(POUND)
15.5
16.5
68
POTASSIUM
FERTILIZER
NUTRIENT
(POUND)
15.5
16.5
68
TEMPORARY
SEEDING
(POUND)
250
250
TOPSOIL
FURNISH &
PLACE-4"
(SQ YD)
1,828
2,102
3,930
(STATION TO STATION)LOCATION
TREE REMOVAL SCHEDULE
DRAINAGE REMOVAL SCHEDULE SHEET PILING SCHEDULE
(STA. TO STA.)LOCATION
3,491
1,163
4,654
FOR INFORMATION ONLY
EARTHWORK SCHEDULE
TOTAL
EARTH
EXCAVATION
(CU YD)
2,140
2,140
EARTH
EXCAVATION
ADJUSTED FOR
15% SHRINKAGE
(CU YD)
1,820
EMBANKMENT
(CU YD)
1,785
EARTHWORK
BALANCE
WASTE (+)
SHORTAGE (-)
(CU YD)
35
CHANNEL
EXCAVATION
(CU YD)
54
141
169
364
818+85 TO 829+32
(STATION TO STATION)LOCATION
GABION INSTALLATION
RIPRAP A4 INSTALLATION
RIPRAP A5 INSTALLATION
REMOVAL
GUARDRAIL
250
100
PILING
INDICATED QUANTITY REPRESENTS ADDITIONAL TRENCH BACKFILL NEEDED BEYOND CALCULATED TRENCH BACKFILL FOR PROPOSED PIPES 1 TO 3 & 2 TO 3 (REFER TO STORM SEWER SCHEDULE).**NOTE:
18
18
18
18 18
18
12.5
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 16
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N/A
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-016-021-schedule.dgn
jdUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
SCHEDULE OF QUANTITIES
SHEET 1 OF 6 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
BJG
BJG
SLD
8/6/2015
MULCH
METHOD 2
(ACRE)
0.2
0.2
0.17
0.18
0.75
(CU YD)
54
141
169
565
NON-SPECIAL
WASTE
DISPOSAL
35
964
STORM SEWER INSTALLATION
EFK Moen,LLC
Civil Engineering Design
RT
RT
RT
RT
828+10.74
828+84.51
822+35.50
828+77.93
TOTAL
828+31.84
828+95.81
828+38.42
828+90.07
SIDEWALK
REMOVAL
(SQ FT)
318
172
490
PORTLAND
CEMENT
CONCRETE
SIDEWALK-5"
(SQ FT)
148
RT
LT
LT
LT
RT
RT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
RT
RT
RT
RT
RT
LT
LT
RT
LT
LT
RT
LT
LT
LT
LT
RT
RT
LT
LT
RT
RT
LT
LT
LT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
LOCATION
818+85.00 TO 830+10.50
818+85.00 TO 829+32.00
823+00.00 TO 824+20.90
823+94.53 TO 824+33.56
823+89.11 TO 824+58.44
824+71.62 TO 827+75.00
824+24.74 TO 824+63.29
824+24.74 TO 824+63.29
824+18.75 (OFFSET- 49.38')
823+88.88 (OFFSET-31.92')
826+92.77 (OFFSET-29.32')
824+18.75 (OFFSET- 49.38')
823+88.88 (OFFSET-31.92')
826+92.77 (OFFSET-29.32')
824+05.20 TO 824+18.67
824+13.08 TO 824+72.49
824+39.24 TO 824+65.42
824+70.58 TO 825+00.00
824+05.20 TO 824+18.67
824+13.08 TO 824+72.49
824+39.24 TO 824+65.42
824+70.58 TO 825+00.00
823+88.88
827+00.00
828+70.28
821+50.00
822+30.63
822+54.97
823+88.88
824+08.88
827+00.00
828+26.88
828+71.93
828+73.75
828+91.34
83007.07
TOTAL
(FOOT)
127
51
110
316
604
(FOOT)
10
11.6
10.6
10.4
10.4
10.4
10.4
10.4
10.4
10.4
12.8
9.8
9.4
10.6
11
10.1
10.7
11.9
10.4
9.4
9.8
10.2
10.5
10.9
11.2
11.1
10.9
10.7
10.5
10.3
10
12
12
12
12
375
(SQ YD)
4,137
(CU YD)
26
26
(SQ YD)
47
37
18
101
14
76
42
56
391
(SQ YD)
37
18
101
156
(SQ YD)
14
76
42
56
188
(EACH)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
14
PERIMETER
EROSION
BARRIER
TEMPORARY
DITCH
CHECKS
HEAVY DUTY
EROSION
CONTROL
BLANKET
GABIONS
FABRIC
STONE
RIPRAP
CLASS A4
STONE
RIPRAP
CLASS A5
INLET AND
PIPE
PROTECTION
FILTER
818+90
819+00
819+45
819+90
820+20
820+50
820+80
821+10
821+80
822+35
822+90
824+75
825+00
825+30
825+60
825+90
826+20
826+50
826+80
827+00
827+10
827+20
827+30
827+40
827+50
827+60
827+70
827+80
827+90
828+00
819+68
820+00
820+50
821+00
824+35
EROSION CONTROL SCHEDULE
SIDEWALK SCHEDULE
(STATION TO STATION)LOCATION
1,889
2,248
3,268
3,416
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 17
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N/A
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-016-021-schedule.dgn
jdUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
SCHEDULE OF QUANTITIES
SHEET 2 OF 6 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
BJG
BJG
SLD
8/6/2015
EFK Moen,LLC
Civil Engineering Design
RT
RT
RT
RT
LT
RT
RT
RT
RT
RT
LOCATION
828+71.50 TO 829+32.00
822+28.10 TO 823+14.19
826+92.92 TO 828+38.43
823+14.19 TO 826+92.92
823+79.13 TO 828+26.70
822+30.63 (OFFSET 72.67')
828+73.75 (OFFSET 38.02)
828+71.73 (OFFSET 44.3')
824+91.45 TO 828+38.35
828+71.50 TO 829+32.00
TOTAL
TYPE B
6.12
(FOOT)
75
TYPE B
6.24
(FOOT)
96
150
TYPE M
4.12
(FOOT)
TYPE M
6.24
(FOOT)
379
379
CURB &
GUTTER
REMOVAL
(FOOT)
427
END SECTION SCHEDULE
DRAINAGE
PLAN
STRUCTURE
NUMBER
8
17
19
20
TOTAL
LOCATION
STATION
STA.
STA.
STA.
STA.
823+88.88
826+92.77
820+11.23
820+37.67
OFFSET
31.92' LT.
29.32' LT.
33.43' RT.
33.37' RT.
END
SECTION
INVERT
ELEVATION
(@ PIPE
CONNECTION)
708.80
712.00
717.39
716.23
PRC
FLAR
END SEC
24
(EACH)
1
1
PRC FL
END S
EQ RS 48
(EACH)
1
1
END
SEC 15
(EACH)
1
1
2
PIPE CULVERT SCHEDULE
PLAN
PIPE
I.D.
(DS to DS)
19 to 20
TOTAL
UPSTREAM
INVERT
(@ INSIDE
FACE OF D.S.
OR PIPE END
/ F.E.S.)
717.39
DOWNSTREAM
INVERT
(@ INSIDE
FACE OF D.S.
OR PIPE END
/ F.E.S.)
716.23
APPROX.
SLOPE
4.38%
P CUL CL D
1 15
(FOOT)
27
27
COMBINATION
DRAINAGE
PLAN
STRUCTURE
NUMBER
2
3
4
5
7
9
10
11
12
13
14
15
16
18
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
822+30.63
822+54.97
823+88.88
824+08.88
823+88.88
830+07.07
828+91.34
828+91.34
828+73.75
828+71.73
828+26.88
827+00.00
827+00.00
828+70.28
72.67' RT.
21.02' RT.
20.35' RT.
20.35' RT.
20.79' LT.
29.34' RT.
23.84' RT.
31.84' RT.
38.02' RT.
44.30' RT.
24.27' RT.
21.56' RT.
20.79' LT.
25.52' LT.
STRUCTURE
CASTING
TOP
ELEVATION
(FEET)
-
-
-
-
-
-
-
723.77
-
-
-
-
-
-
STRUCTURE
CASTING
FLOWLINE
ELEVATION
(FEET)
715.85
714.84
714.04
714.06
714.06
726.60
723.31
-
722.17
722.38
721.72
718.52
718.60
721.00
LOWEST
PIPE
INVERT
ELEVATION
(FEET)
712.81
709.96
708.97
708.31
709.15
718.60
715.11
716.07
716.22
716.31
714.26
712.61
712.06
714.16
INLETS
TA T8G
(EACH)
1
1
INLETS
TB
T11V
F&G
(EACH)
1
1
2
MAN TA
4 DIA
T1F CL
(EACH)
1
1
MAN TA
4 DIA
T3V
F&G
(EACH)
1
1
MAN TA
4 DIA
T8G
(EACH)
1
1
MAN TA
4 DIA
T12F&G
(EACH)
1
1
MAN TA
4 DIA
T24F&G
(EACH)
1
1
2
MAN TA
5 DIA
T3V
F&G
(EACH)
1
1
MAN TA
5 DIA
T8G
(EACH)
1
1
MAN TA
5 DIA
T11V
F&G
(EACH)
1
1
MAN TA
7 DIA
T3V
F&G
(EACH)
1
1
MAN TA
7 DIA
T12F&G
(EACH)
1
1
FLAT
SLAB
TOP
REQ'D
-
YES
YES
YES
YES
-
-
-
-
-
-
YES
YES
YES
TOTAL
DRAINAGE STRUCTURE SCHEDULE
LOCATION
STATION OFFSET
PLAN
PIPE
I.D.
(DS to DS)
1 to 3
2 to 3
3 to 4
4 to 5
5 to 6
7 to 8
9 to 10
13 to 12
12 to 11
11 to 10
10 to 14
14 to 15
15 to 16
16 to 17
18 to 16
* NOTE:
UPSTREAM
INVERT
(@ INSIDE
FACE OF D.S.
OR PIPE END
/ F.E.S.)
714.80
712.81
709.96
708.97
708.31
709.15
718.60
716.31
716.22
716.07
715.11
714.26
712.61
712.06
714.16
MINIMUM LENGTH REQUIRED (ALONG C.L. OF PIPE) TO PROVIDE MAXIMUM CONCRETE FILL SLOPE ACROSS NON-DROP INLETS/MANHOLES
- REFER TO APPROPRIATE IDOT HIGHWAY STANDARD.
DOWNSTREAM
INVERT
(@ INSIDE
FACE OF D.S.
OR PIPE END
/ F.E.S.)
710.59
711.08
709.03
708.88
708.00
708.80
715.21
716.29
716.13
716.04
714.34
712.69
712.15
712.00
712.15
APPROX.
SLOPE
4.11%
3.30%
0.72%
0.53%
1.10%
3.84%
3.05%
1.19%
0.56%
0.80%
1.29%
1.28%
1.26%
0.74%
1.22%
PIPE
LENGTH
INSIDE
UPSTREAM
D.S.*
(FOOT)
-
0.50
1.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
1.00
0.50
1.00
1.25
1.00
PIPE
LENGTH
INSIDE
DOWNSTREAM
D.S.*
(FOOT)
1.50
1.50
0.50
0.50
-
-
1.00
0.50
0.50
1.00
0.50
1.00
1.50
-
1.50
STORM
SEW
CL A 1
24
(FOOT)
131
17
10
158
STORM
SEWERS
JKD 30
(FOOT)
39
39
SS CL A 1
EQRS 48
(FOOT)
9
9
STORM
SEW
CL A 2
24
(FOOT)
124
124
STORM SEW
WM REQ 12
(FOOT)
55
4
17
5
81
STORM SEW
WM REQ 18
(FOOT)
104
104
STORM SEW
WM REQ 24
(FOOT)
30
113
62
205
STORM SEW
WM REQ 36
(FOOT)
167
167
TRENCH
BACKFILL
(CU YD)
17.1
2.9
40.7
5.1
6.3
1.4
66.3
0.7
11.8
-
61.9
99.8
3.2
6.2
145.1
468.5
NOTES
CLASS A, TYPE 1
STORM SEWER SCHEDULE
TOTAL
COMBINATION CURB AND GUTTER SCHEDULE
75 246 460
460
351
76
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 18
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N/A
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-016-021-schedule.dgn
jdUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
SCHEDULE OF QUANTITIES
SHEET 3 OF 6 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
BJG
BJG
SLD
8/6/2015
EFK Moen,LLC
Civil Engineering Design
TOTAL
LT
RT
LT
RT
LOCATION
824+75.00 TO 823+88.88 (OS - 12.33')
824+75.00 TO 824+08.88 (OS - 12.33')
823+88.88 (OS - 12.33' TO OS - 19.29')
824+08.88 (OS - 12.33' TO OS - 18.85')
TOTAL
PIPE
UNDERDRAINS
4"
(FOOT)
87
67
154
PIPE
UNDERDRAINS
4" (SPECIAL)
(FOOT)
7
7
14
TOTAL
RT
LT
LT
LT
RT + (BEMIS RD)
RT
LT
RT
LT
RT
LT/RT
RT
RT
LOCATION
822+40.04 TO 826+48.75 (STAGE 1)
821+08.95 TO 827+95.00 (STAGE 2)
822+40.04 TO 826+48.75 (STAGE 3)
821+08.95 TO 827+95.00 (STAGE 4)
824+10.00 TO 824+75.00
818+98.00 TO 828+27.69
828+61.45 TO 829+20.00
819+48.00 TO 828+35.71
828+70.50 TO 829+32.00
818+98.00 TO 829+32.00
822+46.90 TO 828+23.71
819+48.00 TO 819+82.68
818+98.00 TO 819+38.71
824+84.67 TO 828+39.86
824+10.00 TO 824+75.00
ON BEMIS ROAD
BOTH ENDS OF PROJECT
821+00.00 TO 824+10.00
822+22.61 TO 822+44.01
TEMPORARY
TEMPORARY
PAVEMENT
(SQ YD)
513
571
513
572
AGGREGATE
(SQ YD)
187
187
SUBBASE
GRANULAR MAT
TYPE B 4"
(SQ YD)
839
61
18
AGGREGATE
SHOULDERS
TYPE B 10"
(SQ YD)
304
304
REMOVALS
PAVED
SHOULDER
REMOVAL
(SQ YD)
10
27
399
436
PAVEMENT
REMOVAL
(SQ YD)
188
279
1552
HMA
SURFACE
REMOVAL
BUTT JOINT
(SQ YD)
43
19
41
103
HMA
SURFACE
REMOVAL
(SQ YD)
DRIVEWAY
PAVEMENT
REMOVAL
(SQ YD)
33
RT
BEMIS RD
RT
LT/RT
RT
RT
LT
LT
RT
BEMIS RD
LOCATION
818+98.00 TO 829+32.00
824+10.00 TO 824+75.00
820+08.75 TO 820+34.71
822+22.60 TO 822+43.95
821+50.38 TO 822+72.12
824+10.00 TO 824+75.00
819+48.00 TO 821+77.29
822+45.14 TO 828+35.88
818+98.00 TO 828+18.19
828+61.64 TO 829+32.00
821+00.00 TO 828+32.00
823+51.00 TO 824+10.00
820+08.75 TO 820+34.71
822+22.60 TO 822+43.95
818+98.00 TO 829+32.00
BITUMINOUS
MATERIALS
(PRIME COAT)
(POUND)
4,077
STRIP
REFLECTIVE
CRACK CONTROL
TREATMENT
(FOOT)
65
65
HMA
BASE
COURSE
6"
39
84
HMA
BASE
COURSE
7 1/2"
271
187
HMA
BASE
COURSE
187
271
HMA
SHOULDERS
8 1/4"
(SQ YD)
180
508
662
62
LEVELING
BINDER
MACHINE METHOD
N70
(TON)
HMA
BINDER
COURSE
IL-19.0, N70
(TON)
HMA
SURFACE
COURSE
MIX "D", N50
(TON)
4.3
9
POLY
HMA SURFACE
COURSE
MIX "E", N70
(TON)
434TOTAL
* VALUE INCLUDES 27 TONS ON BEMIS ROAD AND 77 TONS TOTAL AT IL-53/MARSTON AVENUE INTERSECTION.
LT
LT
RT
LT
LOCATION
828+18.50 TO 828+62.73
828+19.03 TO 828+62.20
828+30.89 TO 828+91.15
828+16.07 TO 828+62.73
CLASS D
PATCHES
TYPE-IV, 10"
(SQ YD)
28
34
62
AGGREGATE, TEMPORARY PAVEMENT, & PAVEMENT REMOVAL SCHEDULE
HOT-MIX ASPHALT SCHEDULE
HMA PATCH SCHEDULEPIPE UNDERDRAIN SCHEDULE
1,412
1,084
1,227
33
4,077
45
41
434*
5
559
648
3352
(SQ YD) (SQ YD) (SQ YD)
8 1/4"
AGGREGATE
SUBGRADE
IMPROVEMENT 12" 2 1/2"
882
2532
824+75.00 TO 829+32.00 1650
109
109
BEMIS RD
BOTH ENDS OF MARSTON AVE
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 19
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N/A
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-016-021-schedule.dgn
sfUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 9/21/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
SCHEDULE OF QUANTITIES
SHEET 4 OF 6 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
BJG
BJG
SLD
8/6/2015
EMBANKMENT
(CU YD)
POROUS
GRANULAR
431
431
824+75.00 TO 827+42.00 194
235
EFK Moen,LLC
Civil Engineering Design
LOCATION
818+98 TO 829+32
818+98 TO 829+32
818+98 TO 829+32
TOTAL
TRAFFIC CONTROL
SURVEILLANCE
(CAL DA)
TRAFFIC
CONTROL &
PROTECTION
(SPECIAL)
(L SUM)
1
1
ENGINEER'S
(CAL MO)
8
8
RT
LT
LT
RT
LT
RT
LT
LT
RT
RT
LT
RT
RT
RT
LT
LT
LOCATION
823+08 TO 827+45 STAGE-1
822+74 TO 826+10 STAGE-2
823+22 TO 827+59 STAGE-3
823+86 TO 826+48 STAGE-2
822+74 TO 826+10 STAGE-2
822+85 TO 826+09 STAGE-3
823+22 TO 827+59 STAGE-3
827+45 STAGE-1
822+74 STAGE-2
823+08 STAGE-1
826+48 STAGE-2
826+10 STAGE-2
822+85 STAGE-3
826+09 STAGE-3
823+86 STAGE-2
823+22 STAGE-3
827+59 STAGE-3
TOTAL
TEMPORARY
CONCRETE
BARRIER
(FOOT)
437.5
162.5
162.5
762.5
RELOCATE
TEMP CONC.
BARRIER
(FOOT)
262.5
IMPACT
ATTENUATOR
TEMPORARY
(N.R.D.) TL3
(EACH)
1
1
2
IMPACT
ATTENUATOR
TEMPORARY
(N.R.N.) TL3
(EACH)
1
1
2
IMPACT
ATTENUATOR
RELOCATE
(N.R.D.) TL3
(EACH)
1
1
1
3
IMPACT
ATTENUATOR
RELOCATE
(N.R.N.) TL3
(EACH)
1
1
1
3
M-DIRECTIONAL
PRISMATIC
BARRIER
REFLECTOR
(EACH)
18
7
7
32
240
240
PAVEMENT MARKING SCHEDULE
CL
CL
CL
CL
CL
CL
CL
CL
LT
LT
RT
RT
RT
RT
RT
LT
CL
CL
CL
CL
818+88.00
818+88.00
819+22.60
BEMIS RD
822+72.12
828+69.96
822+72.12
828+69.96
818+88.00
828+69.96
818+88.00
822+72.12
828+91.96
822+11.51
828+57.11
828+25.29
818+88.00
821+00.00
822+72.12
828+69.96
819+22.60
819+22.60
821+50.38
828+05.01
829+69.61
828+05.01
829+69.61
827+97.79
829+50.78
821+50.38
828+05.01
829+89.20
822+29.42
828+70.95
828+39.50
821+00.00
821+50.38
828+05.01
829+32.00
TOTAL
THERMOPLASTIC
PAV MARKING
LINE 4"
(FOOT)
70
70
456
74
533
100
133
25
910
81
263
533
98
THERMOPLASTIC
PAV MARKING
LINE 24"
(FOOT)
18
13
14
45
REPLACEMENT
REFLECTORS
(EACH)
12
12
RAISED
REFLECTIVE
PAV MARKERS
(EACH)
2
26
4
32
RAISED
REFLECTIVE
PAV MARKERS,
(EACH)
12
12
PAVEMENT
MARKING
REMOVAL
(SQ FT)
24
24
152
178
34
45
9
304
27
88
178
33
REMARKS
MEDIAN STRIPING
MEDIAN STRIPING
DOUBLE YELLOW CENTER LINE
"
SOLID YELLOW CENTER LINE
"
10' DASH, 30' SKIP - YELLOW CENTERLINE LEFT
"
SOLID WHITE EDGE LINE - LEFT
"
SOLID WHITE EDGE LINE - RIGHT
"
BEMIS RD
MARSTON AVE
MARSTON AVE
2 @ 40 FOOT SPACING
"
"
"
TEMPORARY BARRIER & IMPACT ATTENUATOR SCHEDULE
TRAFFIC CONTROL SCHEDULE
LOCATION
3,346 1,096
1,037.5
REFL. REMOVAL
FIELD OFFICE,
TYPE A
175
325
275
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 20
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N/A
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-016-021-schedule.dgn
jdUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
SCHEDULE OF QUANTITIES
SHEET 5 OF 6 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
BJG
BJG
SLD
8/6/2015
STAGE-1
STAGE-2
STAGE-3
TEMP CONC.
BARRIER
(EACH)
PINNING
LT & RT
RT
LT & RT
LT & RT
99
132
171
402
EFK Moen,LLC
Civil Engineering Design
TEMPORARY PAVEMENT MARKING SCHEDULE
LT
LT
CL
CL
CL
CL
CL
RT
RT
RT
RT
RT
RT
CL
CL
CL
STAGE 1
STAGE 2
STAGE 3
STAGE 4
LOCATION
818+88.00
828+69.96
818+88.00
818+88.00
819+22.60
822+72.12
828+69.96
BEMIS
818+88.00
822+72.12
828+91.96
BEMIS
MARSTON
818+88.00
822+72.12
828+69.96
818+98
818+98
819+58
819+58
819+58
818+88
818+88
818+88
818+88.00
828+69.96
818+88.00
818+88.00
819+22.60
BEMIS
822+72.12
828+69.96
822+72.12
828+69.96
818+88.00
822+72.12
828+91.96
827+97.79
829+50.78
819+22.60
819+22.60
821+50.38
828+05.01
829+69.61
RD
821+50.38
828+05.01
829+89.20
RD
AVE
821+50.38
828+05.01
829+69.61
827+75
828+07
829+32
829+02
828+89
829+51
829+70
829+89
827+97.79
829+50.78
819+22.60
819+22.60
821+50.38
RD
828+05.01
829+69.61
828+05.01
829+69.61
821+50.38
828+05.01
829+89.20
TOTAL
SHORT
TERM
PMK
(FOOT)
36
4
4
4
24
52
8
8
12
20
4
18
13
207
TEMPORARY
PMK
LINE 4"
(FOOT)
878
910
975
945
933
910
81
70
70
456
74
533
100
130
30
263
533
98
11,236
WORK ZONE
PAV MARKING
REMOVAL
(SQ FT)
12
1
1
1
8
17
3
3
4
7
1
18
13
293
304
325
315
311
355
361
368
304
27
24
24
152
25
178
34
44
10
88
178
33
TEMP RAISED
REFLECTIVE
(EACH)
14
26
4
44
REMARKS
4" STRIPE- EDGE LINE
4" STRIPE- Center line
"
"
4" STRIPE- EDGE LINE
"
"
12" STRIPE- STOP BARS
"
2 @ 40 FOOT SPACING
"
"
CENTER LINE
EDGE LINES (RT)
EDGE LINES (LT)
CENTER LINE
EDGE LINES (RT)
EDGE LINES (LT)
CENTER LINE
EDGE LINES (RT)
EDGE LINES (LT)
"
MEDIAN
"
CENTER LINE - DOUBLE YELLOW
"
CENTER LINE - SINGLE YELLOW
"
CENTER LINE - SKIP-DASH
"
EDGE LINES (RT)
"
"
1,063
1,082
1,102
3,842
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 21
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N/A
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-016-021-schedule.dgn
jdUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
SCHEDULE OF QUANTITIES
SHEET 6 OF 6 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
BJG
BJG
SLD
8/6/2015
PAV MARKER
EFK Moen,LLC
Civil Engineering Design
PC
Sta 808
+13.8
3
PT
Sta 822
+32.3
9
PO
T
Sta 846
+88.5
3
PC
Sta 851+28.4
9
PT
Sta 852
+53.1
7
PC
Sta 853
+41.2
2
PT
Sta 857
+67.7
2
810+00
820+00 830+00 840+00
850+00 845+00 855+00
835+00825+00
815+00
STATION NORTHING EASTING
ALIGNMENT COORDINATES - IL. ROUTE 53
IL 53
PT
POT
PC
PT
PC
PT
822+32.39
846+88.53
851+28.49
852+53.17
853+41.22
857+67.72
1886852.8362 1060641.3390
1889308.3830 1060695.2390
1889748.2412 1060704.8942
1889872.9152 1060705.2061
1889960.9476 1060703.7143
1890387.4317 1060701.5322
CONTROL POINT #506 CONTROL POINT #33 CONTROL POINT #505
#15760
MAILBOX
NAILMAG
PP
IRON ROD
HEADWALL10" W.
#15563
MAILBOX
IL.
RT
E.
53
IL.
RT
E.
53
MARSTON RD.
PROP. CURVE EX53-2
PI STA. = 851+90.84
R = 3,205.96'
T = 62.35'
L = 124.68'
E = 0.61'
P.C. STA. = 851+28.49
P.T. STA. = 852+53.17
PROP. CURVE EX53-3
PI STA. = 855+54.48
R = 18,030.52'
T = 213.26'
L = 426.50'
E = 1.26'
P.C. STA. = 853+41.22
P.T. STA. = 857+67.72
PROP. CURVE EX53-1
PI STA. = 815+23.74
R = 13,728.46'
T = 709.91'
L = 1,418.56'
E = 18.34'
P.C. STA. = 808+13.83
P.T. STA. = 822+32.39
SHOULDER
GRAVEL
PC 803+13.83 1060537.05741885438.7499
ELEV. 725.21
E 1060648.3400
N 1886384.6350
STA. 817+65.22, 25.24' RT.
ELEV. 713.13
E 1060667.4750
N 1887046.6520
STA. 824+26.73, 21.88' RT.
ELEV. 725.65
E=1060637.4700
N=1887595.2530
STA. 829+74.54, 20.16' RT.
SET 1/2" IRON ROD WITH CAPSET BY OTHERS
1/2" IRON ROD WITH CAPSET 1/2" IRON ROD WITH CAP
CURVE EX53-1
IL RTE 53
CURVE EX53-2
IL RTE 53
CURVE EX53-3
IL RTE 53
ELEV.713.13
CPT 33
GR
AV
EL
SH
OU
LD
ER
SIGNADOPT-A-STREAM
GR
AV
EL
SH
OU
LD
ER
MAG NAILMAG NAIL
N.T.S.
ELEV.725.05
CPT 506
ELEV.725.65
CPT 505
ELEVATION = 689.28
AND IL 53 IN FRONT OF MOBILE GAS STATION
REBAR ON THE CORNER OF BUTTERFIELD ROAD
CP 21 (BAIRD)
BENCHMARK:
IL.
RT
E.
53
10.8
5'
54.80'
39.25'
12.1
5'
14.6
5'
6.1
0'
59.3
5'
12.90'11.50'
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 22
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N.T.S.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-022-ATB.dgn
jdUSER NAME =
PLOT SCALE = 400.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
ALIGNMENT, TIES AND BENCHMARKS
SHEET 1 OF 1 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
AB/DB
SLD
8/6/2015
EXISTING GRADE LINE
PROPOSED GRADE LINE
EXISTING GRADE LINE
EFK Moen,LLC
Civil Engineering Design
BOX CULVERT
PR 11' X 9'
NATURAL STREAM BED
PR DITCH LT
PR DITCH RT
12'
14'
8'
+00
8'
12'
STA. 818+98
PROJECT BEGINS
+50.4
25°
+32
EX ROW
EX ROW
EX
RO
W
EX
RO
W
EX
RO
W
EX
RO
W
EX
RO
W
EX
RO
W
EX ROW
66'
EX ROW
66'
IL 53 (BRYANT AVE)
BE
MIS
RD.
MA
RS
TO
N
AV
E.
MA
RS
TO
N
AV
E.
66'
PROP. AGGREGATE SHOULDER
50'R 12'
22'
+72.1
0
TYPE 1 (SPECIAL) TANGENTTRAFFIC BARRIER TERMINAL,
49.5' RTSTA 824+85.15UTILITY POLE
PROP. PCC SIDEWALK
PROP. TYPE M-4.12 C&G
4'
8'
8'
10'R
12'
12' 30'R
40'R
32'R
PROP. PCC SIDEWALK
PROP. TYPE B-6.12 C&GCONST. LIMITSCONST. LIMITS
GLEN CREST CREEK
SN 022-0542BOX CULVERTPROP. 11'x9'
STA. 829+32
PROJECT ENDS
7'
+48.0
+00
100'
PROP. CURVE EX53-1
PI STA. = 815+23.74
R = 13,728.46'
T = 709.91'
L = 1,418.56'
E = 18.34'
P.C. STA. = 808+13.83
P.T. STA. = 822+32.39
87°35'05'
ST
A.
820
+21.7
3
P.E. (BIT)
+73.4
4
+41.6
9
+09.5
2
+17.7
7
+00
+87.1
8 +16.7
4
+00
+05.1
0
+86.4
1
+36.4
0
+96.6
3
+04.3
0
+48.9
0
+17.6
5
+67.6
5
+17.2
7
PROP. CURVE EX53-1
+08.5
5
S.P.B.G.R., TYPE A, 6' POSTS
TYPE 1 (SPECIAL) FLAREDTRAFFIC BARRIER TERMINAL,
S.P.B.G.R., TYPE A, 6' POSTS
25'R
+19.1
9
+69.1
8
+37.9
3
+87.9
2
TYPE 1 (SPECIAL) TANGENTTRAFFIC BARRIER TERMINAL,
OVER CULVERTLONG SPAN GUARDRAIL,
OR TYPE M-6.24 C&GPROP. TYPE B-6.24 C&G
+37.9
3
P.E. (BIT)
(~ IL 53)+10.97, 57.35' RT
P HMA SC "E" N70 - 1ƒ"
HMA SHLDR - 8‚"
NO REM
SHOULDER:SHAPES AND APPROXIMATE REMOVAL DEPTHS.REFER TO REMOVAL PLAN FOR APPROXIMATE REMOVAL2.
LOCATION OF THESE YARD DRAINS.THE CONTRACTOR SHALL FIELD VERIFY THE EXACTTO DAYLIGHT THROUGH THE PROPOSED SLOPE.TO STA 826+25.46 (LEFT) SHALL BE CUT BACKTHE TEMPORARY EASEMENT BETWEEN STA 825+41.30THE EXISTING YARD DRAINS LOCATED INSIDE1.
NOTES:
6' POSTSTYPE A,S.P.B.G.R.,
P HMA SC "E" N70 - 1ƒ"
HMA BC - 8‚"
PAVT REM
BEMIS RD:
P HMA SC "E" N70 - 1ƒ"
HMA SHLDR - 8‚"
NO REM (SOUTH OF CULV)
SHOULDER:
P HMA SC "E" N70 - 1ƒ"
HMA SHLDR - 8‚"
PAVD SHLDR REM (NORTH OF CULV)
SHOULDER:
P HMA SC "E" N70 - 1ƒ"
HMA SHLDR - 8‚"
PAVD SHLDR REM (SOUTH END)
SHOULDER:
+00.0
0
+42.0
0
P HMA SC "E" N70 - 1ƒ"
HMA SHLDR - 8‚"
NO REM
SHOULDER:
OVER CULVERTGUARDRAIL,LONG SPAN
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.
700
705
710
715
720
725
730
700
705
710
715
720
725
730
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 23
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 1"=50'
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
100.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
= DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.P.
PLAN & PROFILE
SHEET 1 OF 1 SHEETS STA.817+00 TO STA.832+00
-
-
-
-
-
-
-
-$MODELNAME$
JRD
MSK
SLD
8/6/2015
TETE
PR ROW
TE
PR ROW
+38.0
6
26.58'R
+10.00 +75.00
+09.23
+82.76
8.6'|
RAMP (TYP.)DIAGONAL CURB
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-023-plnprof.dgn
39'R
20' NORTH OF SERVICE AT 800 BEMIS ROAD.
WATERMAIN CUT AND CAPPED BY OTHERS.
STRUCTURES REMOVED.
CROSS, VALVES AND MANHOLE
WATERMAIN CUT & CAPPED BY OTHERS.
P HMA SC "E" N70 - 1ƒ"
LB (MM) N70 - ƒ"
HMA BC IL-19.0 N70 - 7•"
PAVT REM
MAINLINE:
P HMA SC "E" N70 - 1ƒ"
LB (MM) N70 - ƒ"
HMA SURF REM - 2•"
MAINLINE:
+18.0
0
+10.0
0
+75.0
0
+32.0
0
P HMA SC "E" N70 - 1ƒ"
LB (MM) N70 - ƒ"
HMA SURF REM - 2•"
MAINLINE & MARSTON AVE:
P HMA SC "E" N70 - 1ƒ"
LB (MM) N70 - ƒ"
HMA BC IL-19.0 N70 - V.D.
HMA SURF REM - 2•"
MAINLINE:
P HMA SC "E" N70 - 1ƒ"
LB (MM) N70 - ƒ"
HMA BC IL-19.0 N70 - V.D.
HMA SURF REM - 2•"
MAINLINE:T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ER
R
R
R
RR
R
R
R
R
RRR
R
R
R
UM
H
S
SS
GP
R
R
R
R
R
R
R
S
UM
H
S
UH
M
820+00 PT Sta 822+32.39 825+00 830+00
VPI
ST
A.
824
+15.0
0
EL
EV
ATIO
N 712.0
0
-2.05%+2.
55%
480.00' V.C.
K = 104
+00.0
0
EL.
720.8
1
EL.
709.1
3
+00.0
0
EL.
712.3
2
+00.0
0
+00.0
0
EL.
705.8
6
EL.
705.0
0
+73.0
0
+00.0
0
EL.
717.7
9
+00.0
0
EL.
715.7
9
+00.0
0
EL.
714.3
5
+00.0
0
EL.
712.6
5
+00.0
0
EL.
715.7
3
+00.0
0
EL.
718.8
0
+00.0
0
EL.
714.7
8
-2.00%
+50.0
0
EL.
719.3
4 -3.10%
-2.01%
-3.07%
-1.38%-1.70%
-2.00%
+00.0
0
EL.
720.0
9
+3.27
%
+3.19
%
+7.77
%
+3.19
%
+75.0
0
EL.
716.9
1
ST
A 818
+98
PR
OJ
EC
T
BE
GIN
S
MA
TC
H
EXIS
TIN
G
+55.0
0
EL.
718.1
1
MA
TC
H
EXIS
TIN
G
828
+00.0
0
821+00.0
0
ST
A 829
+32
MA
TC
H
EXIS
TIN
G
PR
OJ
EC
T
EN
DS
817+00 818+00 819+00 820+00 821+00 822+00 823+00 824+00 825+00 826+00 827+00 828+00 829+00 830+00
727.0
4
726.0
8
725.0
5
723.8
7
722.7
1
721.5
5
720.5
0
719.4
8
718.4
5
717.4
0
716.4
3
715.6
6
715.0
2
714.5
9
714.3
3
714.3
4
714.7
1
715.4
4
716.4
4
717.6
0
718.9
7
720.4
4
721.8
1
723.0
8
724.3
8
725.6
1
726.8
0
727.9
2
718.4
5
717.4
2
716.4
3
715.6
5
715.1
0
714.7
9
714.7
3
714.9
0
715.3
1
715.9
6
716.8
6
717.9
9
719.2
6
720.5
3
721.8
1
723.0
8
724.3
8
100'
EFK Moen,LLC
Civil Engineering Design
SUGGESTED STAGES OF CONSTRUCTION AND TRAFFIC CONTROL
FOR STAGE 3 TRAFFIC AS SHOWN ON THE STAGE 3 PLAN AND STAGING TYPICAL SECTION FOR STAGE 3 CONSTRUCTION.
6. INSTALL TEMPORARY SHORING ADJACENT TO THE WEST SIDE OF IL-53 AND CONSTRUCT TEMPORARY PAVEMENT FROM STA. 821+09 TO STA. 827+95
ALONG THE WEST SIDE OF IL-53.
5. CONSTRUCT HALF OF THE SOUTHBOUND TRAFFIC LANE OVER THE BOX CULVERT FROM STA. 824+10 TO STA. 824+75 AND THE FULL DEPTH SHOULDER
FOR STAGE 3 TRAFFIC.
2 LANES OF TRAFFIC IS MAINTAINED. STRUCTURE 16 SHALL BE COVERED WITH A PLATE TO ALLOW CONSTRUCTION OF THE TEMPORARY PAVEMENT
4. CONSTRUCT A PORTION OF THE STORM SYSTEM FROM STRUCTURES 17 TO 18 AND JACK THE 24" PIPE FROM STRUCTURE 16 UNDER IL-53 TO INSURE
CREEK REVETMENT.
3. INSTALL TEMPORARY SHORING AND CONSTRUCT THE WEST SIDE OF THE BOX CULVERT AS SHOWN IN THE STRUCTURE PLANS. INSTALL GABIONS AND
CONSTRUCTION.
2. INSTALL TEMPORARY CONCRETE BARRIER AND ATTENUATORS AS SHOWN ON THE STAGE 2 PLAN AND STAGING TYPICAL SECTION FOR STAGE 2
STAGING TYPICAL SECTION FOR STAGE 2 CONSTRUCTION. SHIFT TRAFFIC; LANE WIDTHS ARE 11' WIDE.
1. RELOCATE AND ANCHOR THE TEMPORARY CONCRETE BARRIER TO THE OUTSIDE OF THE TEMPORARY PAVEMENT AS SHOWN ON THE STAGE 2 PLAN AND
STAGE 2:
STA. 824+75 AND THE REMAINING FULL DEPTH SHOULDER, CURB AND GUTTER, SIDEWALK AND GUARDRAIL ALONG THE EAST SIDE OF IL-53.
5. CONSTRUCT THE REMAINING HALF OF THE SOUTHBOUND TRAFFIC LANE AND THE NORTHBOUND LANE OVER THE BOX CULVERT FROM STA. 824+10 TO
4. CONSTRUCT A REMAINING PORTION OF THE STORM SYSTEM FROM STRUCTURES 3 TO 6, STRUCTURES 15 TO 9 AND STRUCTURES 10 TO 13.
3. INSTALL TEMPORARY SHORING AND CONSTRUCT THE EAST SIDE OF THE BOX CULVERT AS SHOWN IN THE STRUCTURE PLANS. INSTALL CREEK REVETMENT.
CONSTRUCTION.
2. INSTALL TEMPORARY CONCRETE BARRIER AND ATTENUATORS AS SHOWN ON THE STAGE 3 PLAN AND STAGING TYPICAL SECTION FOR STAGE 3
STAGING TYPICAL SECTION FOR STAGE 3 CONSTRUCTION. SHIFT TRAFFIC; LANE WIDTHS ARE 11' WIDE.
1. RELOCATE AND ANCHOR THE TEMPORARY CONCRETE BARRIER TO THE OUTSIDE OF THE TEMPORARY PAVEMENT AS SHOWN ON THE STAGE 3 PLAN AND
STAGE 3:
5. REMOVE A PORTION OF THE EXISTING CURB AND INSTALL TEMPORARY PAVEMENT FROM BEMIS RD. TO STA. 826+48.
4. CONSTRUCT FULL DEPTH SHOULDER ALONG THE EAST SIDE OF IL-53 FROM STA. 819+48 TO BEMIS RD., CONSTRUCT BEMIS RD. AND ENTRANCES.
BE COVERED WITH A PLATE TO ALLOW FOR TRAFFIC DURING STAGE 2.
STRUCTURE 3 TO 2 AND 24" TEMPORARY PIPE FROM STRUCTURE 3 TO GLEN CREST CREEK TO INSURE PROPER DRAINAGE. STRUCTURE 3 SHALL
3. INSTALL THE TEMPORARY SUPPORT SYSTEM, TEMPORARY SHORING, A PORTION OF THE STORM SYSTEM FROM STRUCTURES 3 TO 1 AND
STAGING TYPICAL SECTION FOR STAGE 1 CONSTRUCTION.
2. INSTALL TEMPORARY CONCRETE BARRIER AND ATTENUATORS ADJACENT TO THE EAST EDGE OF PAVEMENT AS SHOWN ON THE STAGE 1 PLAN AND
1. SHIFT TRAFFIC WEST 2' AND REDUCE THE LANE WIDTHS TO 11' AS SHOWN ON THE STAGING TYPICAL SECTION FOR STAGE 1 CONSTRUCTION.
STAGE 1:
*TC-22
*TC-13
*TC-10
DISTRICT STANDARDS
*701901
*701311
*701306
*701301
*701011
*701006
*701001
HIGHWAY STANDARDS
NO ADDITIONAL PAYMENT WILL BE MADE FOR THE 24" TEMPORARY PIPE.15.
ACCOMODATE STAGING TRAFFIC AND SHALL BE CONSIDERED INCIDENTAL.
EARTHWORK AREAS SHOWN ON THE CROSS SECTIONS REPRESENT THE FINAL ROADWAY TEMPLATE. ADDITIONAL EARTHWORK MAY BE REQUIRED TO14.
SEE STRUCTURE PLANS FOR TEMPORARY SUPPORT SYSTEM DETAILS.13.
SEE STRUCTURE PLANS FOR BOX CULVERT CONSTRUCTION DETAILS.12.
FLAGGERS SHALL BE USED TO CONSTRUCT THE STORM SEWER PIPES UNDER BEMIS RD. AND MARSTON AVE. TO INSURE ACCESS TO THESE SIDEROADS.11.
FOR "TRAFFIC CONTROL AND PROTECTION (SPECIAL)".
ALL TEMPORARY INFORMATION SIGNS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER LUMP SUM10.
STANDARDS OR ITEMS.
EXIST INSIDE OF THE 200' SPACING AS DIRECTED BY THE ENGINEER. PAYMENT SHALL BE INCIDENTAL TO THE COST OF SPECIFIED TRAFFIC CONTROL
THE FIRST BLOCK OF THE SIDEROAD. THE CONTRACTOR SHALL PLACE ADVANCED SIGNING ALONG ALL ROADS CONNECTING TO THE SIDEROADS THAT
THE SIGN SPACING FOR THE "ROAD CONSTRUCTION AHEAD" SIGNS ON ALL SIDEROADS WITHIN THE PROJECT LIMITS IS 200'. PLACEMENT MAY BE BEYOND9.
STAGING PLANS OR AS DIRECTED BY THE ENGINEER.
APPLICABLE AT NO ADDITIONAL COST TO THE DEPARTMENT. SIGN PLACEMENT SHALL BE ACCORDING TO ADVANCED SIGN SEQUENCE SHOWN ON THE
ADVANCED SIGNING SHOWN ON THE STAGING PLANS IS INCLUSIVE OF ALL STAGES OF CONSTRUCTION. THE CONTRACTOR SHALL COVER SIGNS NOT8.
THE CONTRACTOR SHALL PROVIDE, INSTALL, MAINTAIN AND REMOVE ALL SIGNS AND SIGN SUPPORTS REQUIRED FOR TRAFFIC CONTROL AND PROTECTION.7.
OF THE STANDARD SPECIFICATIONS.
ALL EXISTING SIGNS THAT CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE COVERED OR REMOVED IN ACCORDANCE WITH ARTICLE 107.256.
OF CONSTRUCTION. NO ADDITIONAL COST TO THE DEPARTMENT.
THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY DRAINAGE AND EROSION & SEDIMENT CONTROL PLAN PROTECTION DURING ALL PHASES5.
COST TO THE DEPARTMENT.
THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN ACCESS TO ALL ENTRANCES AND SIDEROADS AS DIRECTED BY THE ENGINEER. NO ADDITIONAL4.
CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE THROUGH LANE IN EACH DIRECTION THROUGH OUT THE PROJECT AREA AT ALL TIMES.3.
APPLICABLE STATE STANDARDS, AND AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TRAFFIC IN ACCORDANCE WITH THE TRAFFIC CONTROL PLANS, SPECIAL PROVISIONS,2.
TO THE ENGINEER FOR APPROVAL.
NEEDS BUT NOT AT THE EXPENSE OF PUBLIC SAFETY OR CONVENIENCE. ANY CHANGES TO THE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED
EXECUTION OF THIS CONTRACT. HOWEVER, THE CONTRACTOR MAY IMPROVE OR MODIFY THE TRAFFIC CONTROL PLANS TO MEET CONSTRUCTION
THE SUGGESTED STAGES OF CONSTRUCTION AND TRAFFIC CONTROL PLANS SHALL SERVE AS A GUIDE FOR SAFE DIVERSION OF TRAFFIC DURING1.
GENERAL NOTES:
4. 1ƒ" MILLING, FINAL OVERLAY PAVEMENT, AND FINAL STRIPE.
3. CONSTRUCT THE CURB AND GUTTER ALONG THE WEST SIDE OF IL-53, GUARDRAIL AND AGGREGATE SHOULDER.
2. CONSTRUCT THE STORM SYSTEM FROM STRUCTURES 7 TO 8.
1. SHIFT TRAFFIC TO THE ACTUAL DRIVING LANES.
STAGE 4:
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 24
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N/A
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-024-stagenote.dgn
jdUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
OF CONSTRUCTION AND TRAFFIC CONTROL
MAINTENANCE OF TRAFFIC - SUGGESTED STAGES
SHEET 1 OF 7 SHEETS STA. TO STA.
-
-
-
-
-
-
-
-$MODELNAME$
JRD
JRD
SLD
8/6/2015
11'11' 6"6"3.26'6'
2'-1"
11' 11'
VARIES
WORK ZONE
VARIES
EFK Moen,LLC
Civil Engineering Design
BARRIER (TYP)
TEMPORARY CONCRETE
TEMPORARY SHORING
TEMPORARY SUPPORT SYSTEM
TEMPORARY SUPPORT SYSTEM
EDGE LINE
4" WHITE
EDGE LINE
4" WHITE
EDGE LINE
4" WHITE
4" DOUBLE YELLOW ~
4" DOUBLE YELLOW ~
EDGE LINE
EX. WHITE MATERIAL, TYPE B, 4"
ON SUBBASE GRANULAR
TEMPORARY PAVEMENT, 12"
TYPE B, 4"
MATERIAL,
GRANULAR
ON SUBBASE
PAVEMENT, 12"
TEMPORARY
IL-53
~
IL-53
~
STAGE 2: IL-53
STAGE 1: IL-53
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 25
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N.T.S.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-025-026-stagetypical.dgn
jdUSER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
MAINTENANCE OF TRAFFIC - TYPICAL SECTIONS
SHEET 2 OF 7 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
CTW/JRD
JRD
SLD
8/6/2015
ENGINEER.
THICKNESS OVER THE EXISTING BOX CULVERT AS DIRECTED BY THE
THE TEMPORARY PAVEMENT STRUCTURE MAY NEED TO BE REDUCED IN3.
& CULVERT STAGING DETAILS
SEE STRUCTURE PLANS FOR TEMPORARY SUPPORT SYSTEM2.
TEMPORARY CONCRETE BARRIER SHALL BE SECURED TO THE PAVEMENT1.
NOTES:
6" 11' 11' 6"
WORK ZONE
EFK Moen,LLC
Civil Engineering Design
BARRIER (TYP)
TEMPORARY CONCRETE
TEMPORARY SHORING
YELLOW ~
4" DOUBLE
4" DOUBLE YELLOW ~
EDGE LINE
4" WHITE
EDGE LINE
4" WHITE
EDGE LINE
4" WHITE
EDGE LINE
4" WHITE
MATERIAL, TYPE B, 4"
ON SUBBASE GRANULAR
TEMPORARY PAVEMENT, 12"
IL-53
~
IL-53
~
STAGE 3: IL-53
STAGE 4: IL-53
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 26
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: N.T.S.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-025-026-stagetypical.dgn
sfUSER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 9/21/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
MAINTENANCE OF TRAFFIC - TYPICAL SECTIONS
SHEET 3 OF 7 SHEETS
-
-
-
-
-
-
-
-$MODELNAME$
CTW/JRD
JRD
SLD
8/6/2015
ENGINEER.
THICKNESS OVER THE EXISTING BOX CULVERT AS DIRECTED BY THE
THE TEMPORARY PAVEMENT STRUCTURE MAY NEED TO BE REDUCED IN3.
& CULVERT STAGING DETAILS
SEE STRUCTURE PLANS FOR TEMPORARY SUPPORT SYSTEM2.
TEMPORARY CONCRETE BARRIER SHALL BE SECURED TO THE PAVEMENT1.
NOTES:
12' 12'
WORK ZONE6'
POROUS GRANULAR EMBANKMENT
1:1
1:1
TEST LEVEL 3
REDIRECTIVE NARROW)
TEMPORARY (NON-
IMPACT ATTENUATOR,
PIPE
TEMPORARY
4" DOUBLE YELLOW ~
SYSTEM
SUPPORT
TEMPORARY
4" DOUBLE YELLOW ~
4" WHITE EDGE LINE
4" WHITE EDGE LINE
SHEET PILE
TEMPORARY
SHEET PILE
TEMPORARY
MA
TC
HLIN
E
ST
A 825
+00
MA
TC
HLIN
E
ST
A 825
+00
MA
RS
TO
N
AV
EM
AR
ST
ON
AV
E
IL 53 (BRYANT AVE)
IL 53 (BRYANT AVE)
Mc
CO
RMIC
K
AV
E
+48.0
0
TAPER25:1
+50.0
0
TAPER12:1
11'
11'
EFK Moen,LLC
Civil Engineering Design
TAPER25:1 11'11'
+98.0
0
+08.2
2
+07.2
8
+75.0
0
+45.5
0
+83.2
2
200'
200'
200'
200'
200'
W20-1(0)-36
M6-1(0)-2115
W20-1(0)-36
M6-1(0)-2115
W20-1(0)-36
M6-4(0)-2115
W20-1(0)-36
M6-4(0)-2115
BE
MIS
RD
CT
DO
RC
HE
ST
ER
W20-I103-48
AHEAD
CONSTRUCTION
ROAD
W2-Ill5(0)-3618
R2-1-3648
R10-I108p-3618
R2-I106p-3618MINIMUM
$XXX FINE
LIMIT
SPEED
40
ZONE
WORK
ENFORCED
PHOTO
W1-4R(0)-48
200' 200'200'
A
* FOR ADVANCED SIGN SEQUENCE
W1-4L(0)-48
OR
*
BU
CKIN
GH
AM
RD
22
ND
ST
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
A
A
SIDE OF SIGN (TYP)
PLACED ON TRAFFIC
BEACONS SHALL BE
W20-1(0)-36
M6-4(0)-2115
W1-4R(O)-48
GLEN CREST CREEK
*
*
G20-I103(0)-3660
G20-I103(0)-3660
AHEAD
CONSTRUCTION
ROAD
SPEED LIMIT
WORK ZONE
END
SPEED LIMIT
WORK ZONE
END
SYMBOLS:
SIGN
TEMPORARY PAVEMENT
WORK AREA
EDGE LINE (TYP.)4" WHITE TEMPORARY TAPEBI-DIRECTIONAL LIGHT ANDDRUM WITH STEADY BURNING
(NON-REDIRECTIVE, NARROW), TEST LEVEL 3IMPACT ATTENTUATOR, TEMPORARY
(NON-REDIRECTIVE), TEST LEVEL 3IMPACT ATTENTUATOR, TEMPORARY
BI-DIRECTIONAL PRISMATIC REFLECTORTEMPORARY CONCRETE BARRIER W/
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 27
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 1"=50'
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
jd=USER NAME
100.0000 ' / in.=PLOT SCALE
8/17/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-027-staging-1.dgn
=FILE NAME
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
MAINTENANCE OF TRAFFIC - STAGE 1 PLAN
SHEET 4 OF 7 SHEETS STA.811+00 TO STA.838+00
-
-
-
-
-
-
-
-$MODELNAME$
JRD
JRD
SLD
8/17/2015
815+00
820+00
PT Sta 822+32.39
825+00T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ER
R
S
PA
TIO
PA
TIO
SIG
N
DE
CK
PA
TIO
GP
SIG
N
R
RR
R
R
R
R
G
R
R
R
R
R
R
R
R
S
S
S
S
825+00 830+00 835+00T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ER
R
R
R
R
R
R
R
RR
R
R
R
R
RR
S
S
SYSTEM
SUPPORT
TEMPORARY
SHEET PILE
TEMPORARY
TEMPORARY PIPE
SHEET PILE
TEMPORARY
TEST LEVEL 3
REDIRECTIVE NARROW)
TEMPORARY (NON-
IMPACT ATTENUATOR,
SHEET PILE
TEMPORARY
4" WHITE EDGE LINE
4" DOUBLE YELLOW ~
4" WHITE EDGE LINE
4" WHITE EDGE LINE
4" DOUBLE YELLOW ~
EDGE LINE
4" WHITE
TEST LEVEL 3
REDIRECTIVE NARROW)
TEMPORARY (NON-
IMPACT ATTENUATOR,
SHEET PILE
TEMPORARY
MA
TC
HLIN
E
ST
A 825
+00
MA
TC
HLIN
E
ST
A 825
+00
MA
RS
TO
N
AV
EM
AR
ST
ON
AV
E
IL 53 (BRYANT AVE)
IL 53 (BRYANT AVE)
Mc
CO
RMIC
K
AV
E
EFK Moen,LLC
Civil Engineering Design
200'
200'
200'
200'
200'
BE
MIS
RD
TAPER12:1
TAPER25:1
+98.7
5
+86.2
5
11'
11'
+58.1
9
+98.0
0
+74.1
6
TAPER12:1
+10.7
9
TAPER25:1
+48.6
6
+32.0
0
+01.8
9
11'11'
11'11'
+89.3
9
CT
DO
RC
HE
ST
ER
BU
CKIN
GH
AM
RD
22
ND
ST
W20-1(0)-36
M6-1(0)-2115
AHEAD
CONSTRUCTION
ROAD
W20-1(0)-36
M6-1(0)-2115
AHEAD
CONSTRUCTION
ROAD
W20-1(0)-36
M6-4(0)-2115
W20-1(0)-36
M6-4(0)-2115
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
W20-I103-48
AHEAD
CONSTRUCTION
ROAD
W2-Ill5(0)-3618
R2-1-3648
R10-I108p-3618
R2-I106p-3618MINIMUM
$XXX FINE
LIMIT
SPEED
40
ZONE
WORK
ENFORCED
PHOTO
W1-4R(0)-48
200' 200'200'
W1-4L(0)-48
OR
*
SIDE OF SIGN (TYP)
PLACED ON TRAFFIC
BEACONS SHALL BE
FOR ADVANCED SIGN SEQUENCE*
CAUTION
NEW LANES
OPEN
STOP HERE
CAUTION
NEW LANES
OPEN
STOP HERE
**ONLY IF WORKERS ARE PRESENT
**
**
GLEN CREST CREEK
W21-1a(O)-36
A
W1-4R(O)-48
W1-4L(O)-48
W21-1a(O)-36
A
A
+32.5
6
*
*
G20-I103(0)-3660
SPEED LIMIT
WORK ZONE
END
G20-I103(0)-3660
SPEED LIMIT
WORK ZONE
END
WITH W1-6LBARRICADETYPE III
SYMBOLS:
SIGN
TEMPORARY PAVEMENT
WORK AREA
EDGE LINE (TYP.)4" WHITE TEMPORARY TAPEBI-DIRECTIONAL LIGHT ANDDRUM WITH STEADY BURNING
(NON-REDIRECTIVE, NARROW), TEST LEVEL 3IMPACT ATTENTUATOR, TEMPORARY
(NON-REDIRECTIVE), TEST LEVEL 3IMPACT ATTENTUATOR, TEMPORARY
BI-DIRECTIONAL PRISMATIC REFLECTORTEMPORARY CONCRETE BARRIER W/
W20-1(0)-36
M6-4(0)-2115
AHEAD
CONSTRUCTION
ROAD
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 28
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 1"=50'
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
jd=USER NAME
100.0000 ' / in.=PLOT SCALE
8/17/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-028-staging-2.dgn
=FILE NAME
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
MAINTENANCE OF TRAFFIC - STAGE 2 PLAN
SHEET 5 OF 7 SHEETS STA.811+00 TO STA.838+00
-
-
-
-
-
-
-
-$MODELNAME$
JRD
JRD
SLD
8/17/2015
815+00
820+00
PT Sta 822+32.39
825+00T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ER
R
S
PA
TIO
PA
TIO
SIG
N
DE
CK
PA
TIO
GP
SIG
N
R
RR
R
R
R
R
G
R
R
R
R
R
R
R
R
S
S
S
S
825+00 830+00 835+00T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ED
EC
K
RR
R
R
R
R
R
R
R
RR
R
RR
S
S
TEMPORARY SHEET PILE
SHEET PILE
TEMPORARY
4" DOUBLE YELLOW ~
4" WHITE EDGE LINE
EDGE LINE
4" WHITE
4" DOUBLE YELLOW ~
4" WHITE EDGE LINE
EDGE LINE
4" WHITE
TEST LEVEL 3
REDIRECTIVE NARROW)
TEMPORARY (NON-
IMPACT ATTENUATOR,
TEST LEVEL 3
REDIRECTIVE NARROW)
TEMPORARY (NON-
IMPACT ATTENUATOR,
MA
TC
HLIN
E
ST
A 825
+00
MA
TC
HLIN
E
ST
A 825
+00
EFK Moen,LLC
Civil Engineering Design
200'
200'
200'
200'
200'
TAPER12:1
+09.7
0
TAPER25:1
+59.4
0
11'
11'
+50.7
5
+69.5
8
+89.1
7
TAPER12:1
TAPER25:1
+85.2
3
+97.7
3
11'
11'
+85.7
0
+88.3
5
W20-1(0)-36
M6-1(0)-2115
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
W20-1(0)-36
M6-1(0)-2115
W20-1(0)-36
M6-4(0)-2115
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
W20-1(0)-36
M6-4(0)-2115
W20-1(0)-36
M6-4(0)-2115
AHEAD
CONSTRUCTION
ROAD
W20-I103-48
AHEAD
CONSTRUCTION
ROAD
W2-Ill5(0)-3618
R2-1-3648
R10-I108p-3618
R2-I106p-3618MINIMUM
$XXX FINE
LIMIT
SPEED
40
ZONE
WORK
ENFORCED
PHOTO
W1-4R(0)-48
200' 200'200'
A
* FOR ADVANCED SIGN SEQUENCE
W1-4L(0)-48
OR
*
SIDE OF SIGN (TYP)
PLACED ON TRAFFIC
BEACONS SHALL BE
**ONLY IF WORKERS ARE PRESENT
A
** CAUTION
NEW LANES
OPEN
STOP HERE
CAUTION
NEW LANES
OPEN
STOP HERE
**
A
GLEN CREST CREEK
W21-1a(O)-36
W21-1a(O)-36
W1-4R(O)-48
W1-4L(O)-48
+97.8
0
+32.0
0
*
*
G20-I103(0)-3660
SPEED LIMIT
WORK ZONE
END
G20-I103(0)-3660
SPEED LIMIT
WORK ZONE
END
WITH W1-6LBARRICADETYPE III
CAUTION
NEW LANES
OPEN
STOP HERE
SYMBOLS:
SIGN
TEMPORARY PAVEMENT
WORK AREA
EDGE LINE (TYP.)4" WHITE TEMPORARY TAPEBI-DIRECTIONAL LIGHT ANDDRUM WITH STEADY BURNING
(NON-REDIRECTIVE, NARROW), TEST LEVEL 3IMPACT ATTENTUATOR, TEMPORARY
(NON-REDIRECTIVE), TEST LEVEL 3IMPACT ATTENTUATOR, TEMPORARY
BI-DIRECTIONAL PRISMATIC REFLECTORTEMPORARY CONCRETE BARRIER W/
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 29
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 1"=50'
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
jd=USER NAME
100.0000 ' / in.=PLOT SCALE
8/17/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-029-staging-3.dgn
=FILE NAME
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
MAINTENANCE OF TRAFFIC - STAGE 3 PLAN
SHEET 6 OF 7 SHEETS STA.811+00 TO STA.838+00
-
-
-
-
-
-
-
-$MODELNAME$
JRD
JRD
SLD
8/17/2015
815+00
820+00
PT Sta 822+32.39
825+00T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ER
R
SS
PA
TIO
PA
TIO
SIG
N
DE
CK
PA
TIO
GP
SIG
N
R
RR
R
R
R
R
G
R
R
R
R
R
R
R
R
S
S
S
S
825+00 830+00 835+00T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ED
EC
K
R
R
PO
OL
DE
CK
RR
RR
R
R
R
R
RR
S
S
PL
AN
4" WHITE EDGE LINE
EDGE LINE
4" WHITE
4" DOUBLE YELLOW ~
4" YELLOW SKIP-DASH ~
4" DOUBLE YELLOW ~YELLOW ~
4" SINGLE
YELLOW ~
4" DOUBLE
SKIP-DASH ~
4" YELLOW
4" WHITE EDGE LINE
SKIP-DASH ~
4" YELLOW
EDGE LINE
4" WHITE
YELLOW ~
4" SINGLE
MA
TC
HLIN
E
ST
A 825
+00
MA
TC
HLIN
E
ST
A 825
+00
MA
RS
TO
N
AV
EM
AR
ST
ON
AV
E
IL 53 (BRYANT AVE)
IL 53 (BRYANT AVE)
Mc
CO
RMIC
K
AV
E
DO
RC
HES
TE
R
CT
EFK Moen,LLC
Civil Engineering Design
200'
200'
200'
200'
200'
BE
MIS
RD
24'
24'
22
ND
ST
BU
CKIN
GH
AM
RD
AHEAD
CONSTRUCTION
ROAD
W20-1(0)-36
M6-1(0)-2115
W20-1(0)-36
M6-1(0)-2115
AHEAD
CONSTRUCTION
ROAD
W20-1(0)-36
M6-4(0)-2115
AHEAD
CONSTRUCTION
ROAD
W20-1(0)-36
M6-4(0)-2115
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
W20-1(0)-36
M6-4(0)-2115
W20-I103-48
AHEAD
CONSTRUCTION
ROAD
W2-Ill5(0)-3618
R2-1-3648
R10-I108p-3618
R2-I106p-3618MINIMUM
$XXX FINE
LIMIT
SPEED
40
ZONE
WORK
ENFORCED
PHOTO
200' 200'
A
*FOR ADVANCED SIGN SEQUENCE
*
SIDE OF SIGN (TYP)
PLACED ON TRAFFIC
BEACONS SHALL BE
A
A
**
**
**ONLY IF WORKERS ARE PRESENT
W21-1a(O)-36
W21-1a(O)-36
GLEN CREST CREEK
G20-I103(0)-3660
SPEED LIMIT
WORK ZONE
END
SPEED LIMIT
WORK ZONE
END
G20-I103(0)-3660
SYMBOLS:
SIGN
TEMPORARY PAVEMENT
WORK AREA
EDGE LINE (TYP.)4" WHITE TEMPORARY TAPEBI-DIRECTIONAL LIGHT ANDDRUM WITH STEADY BURNING
(NON-REDIRECTIVE, NARROW), TEST LEVEL 3IMPACT ATTENTUATOR, TEMPORARY
(NON-REDIRECTIVE), TEST LEVEL 3IMPACT ATTENTUATOR, TEMPORARY
BI-DIRECTIONAL PRISMATIC REFLECTORTEMPORARY CONCRETE BARRIER W/
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 30
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 1"=50'
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
jd=USER NAME
100.0000 ' / in.=PLOT SCALE
8/17/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-030-staging-4.dgn
=FILE NAME
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
MAINTENANCE OF TRAFFIC - STAGE 4 PLAN
SHEET 7 OF 7 SHEETS STA.811+00 TO STA.838+00
-
-
-
-
-
-
-
-$MODELNAME$
JRD
JRD
SLD
8/17/2015
815+00
820+00
PT Sta 822+32.39
825+00T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ER
R
R
SS
PA
TIO
PA
TIO
SIG
N
DE
CK
PA
TIO
GP
SIG
N
R
RR
R
R
R
R
G
R
R
R
R
R
R
R
R
S
S
S
S
825+00 830+00 835+00T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ED
EC
K
R
R
PO
OL
DE
CK
R
RR
RR
R
RR
R
R
R
R
RR
S
S
S
+90+00
+45+90
+20+10
+80 +35
+60
+20
+50+80
+10
+30
+70
+68 +50+99
+11
+00
+20
+40
+80 +90+83
+53
+30
+88
+00
+00
+26
+72
+91
+70
+07+00
+35+08
+88
+74
+55
+50
+80+90
+75
+00
+30
+90
+00
+60
+50
0 50 100 150
SCALE IN FEET
0 20
SCALE IN FEET
40 60
(SEE SEEDING PLAN NOTE #1)
CLASS 1A SEEDING(SEE SEEDING PLAN NOTE #1)
CLASS 1A SEEDING
+50
+50+50
+00
+50+50
CLASS 4 SEEDING
CLASS 4 SEEDING
0.01 ACRES TEMPORARY IMPACT)
(0.03 ACRES PERMANENT IMPACT,
WOUS #1 - 0.04 ACRES
0.01 ACRES TEMPORARY IMPACT)
(0.03 ACRES PERMANENT IMPACT,
WOUS #1 - 0.04 ACRES
BE
MIS
RD.
MA
RS
TO
N
AV
E.
MA
RS
TO
N
AV
E.
IL 53 (BRYANT AVE)
EFK Moen,LLC
Civil Engineering Design
PR ROW
PR ROWEX ROW EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
IL 53 (BRYANT AVE)
EROSION CONTROL PLAN
SEEDING PLAN
BE
MIS
RD.
GLEN CREST CREEK
IS DISTURBED
** ITEM TO BE INSTALLED AFTER THE AREA
ANY CONSTRUCTION IN THE ADJACENT AREA
* ITEM TO BE INSTALLED PRIOR TO STARTING
CLASS 4 SEEDING (NATIVE GRASS)
EROSION CONTROL BLANKET **
INLET FILTERS AND PIPE PROTECTION **
PERIMETER EROSION BARRIER *
TEMPORARY DITCH CHECKS **T
STRATEGY.
WETLAND SIGNAGE WITHIN THE EROSION AND SEDIMENT CONTROL
THE BUREAU OF MAINTENANCE. INCLUDE TEMPORARY FENCING AND
THE U.S. (WOUS). THE CONTRACTOR CAN BORROW THE SIGNS FROM
THE BOUNDARY OF ALL UN-IMPACTED WETLANDS AND/OR WATERS OF
14. "WETLANDS NO INTRUSION" SIGNAGE SHOULD ALSO BE PROVIDED AT
COMPENSATION WILL BE ALLOWED.
UNIT BID PRICES OF THE CONTRACT AND NO ADDITIONAL
FOR SEPARATELY, BUT SHALL BE CONSIDERED AS INCLUDED IN THE
WORK PLAN (INCLUDING WORK WITHIN WETLANDS) WILL NOT BE PAID
THE ABOVE PROVISIONS TO PREPARE AND IMPLEMENT AN IN-STREAM
COST OF ALL MATERIALS AND LABOR NECESSARY TO COMPLY WITH
IN-STREAM WORK (WHICH INCLUDES WORK WITHIN WETLANDS). THE
THE USACE WEBSITE. THE USACE DEFINES AND DETERMINES
WORK TECHNIQUES (INCLUDING WORK IN WETLANDS) CAN BE FOUND ON
DEPARTMENT FOR APPROVAL. GUIDELINES ON ACCEPTABLE IN-STREAM
AN IN-STREAM WORK PLAN (INCLUDING WORK IN WETLANDS) TO THE
CONDITION OF THIS PERMIT, THE CONTRACTOR WILL NEED TO SUBMIT
404 PERMIT THAT WILL BE SECURED BY THE DEPARTMENT. AS A
13. THIS PROJECT REQUIRES A U.S. ARMY CORPS OF ENGINEERS (USACE)
BY THE RESIDENT ENGINEER.
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED
INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
ON THIS CONTRACT. THE CONTRACTOR IS RESPONSIBLE FOR
12. EROSION CONTROL ITEMS ARE CONSIDERED TO BE A HIGH PRIORITY
PERMANENTLY SEEDED AT ONE TIME.
GRADING AND SHAPING SO THAT THE ENTIRE PROJECT CAN BE
UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR PROLONG FINAL11.
WORK AREA IS TO BE LEFT UNDISTURBED FOR 14 DAYS OR MORE.
IMMEDIATELY UPON COMPLETION OF DISTURBANCE OR IF THE
10. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED
SEPARATELY BUT SHALL BE CONSIDERED AS INCIDENTAL.
BE FREE OF DIRT AND DEBRIS. THIS WORK WILL NOT BE PAID FOR
ACCEPTANCE OF THE IMPROVEMENT, ALL DRAINAGE STRUCTURES SHALL
SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. PRIOR TO
STRUCTURES, WHICH OBSTRUCTS THE NATURAL FLOW OF WATER,
9. ANY LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DRAINAGE
FAILURE TO COMPLY WILL RESULT IN AN E&SC DEFICIENCY DEDUCTION.
SO THAT FLOW WILL NOT ERODE. LACK OF APPROVED PLAN OR
SEDIMENT- BEARING WATERS, ESPECIALLY WHEN RAIN IS FORECASTED,
WILL REDUCE THE POTENTIAL FOR THE OFFSITE DISCHARGE OF
FLOW LINE BETWEEN INSTALLED STORM SEWER AND OPEN DISTURBANCE
DURING STORM SEWER CONSTRUCTION. THE USE OF A STABILIZED
A PLAN TO ENSURE THAT A STABILIZED FLOW LINE WILL BE PROVIDED
8. THE CONTRACTOR SHOULD PROVIDE TO THE RESIDENT ENGINEER
AFTER EACH SIGNIFICANT SNOWMELT.
MONTHS, ALL MEASURES SHOULD BE CHECKED BY THE CONTRACTOR
PERIOD, OR EQUIVALENT SNOWFALL. ADDITIONALLY DURING WINTER
AND AFTER EACH RAINFALL, 0.5 INCHES OR GREATER IN A 24 HOUR
7. THE CONTRACTOR SHALL CHECK ALL E&SC MEASURES WEEKLY
OF ALL SOIL EROSION CONTROL DURING CONSTRUCTION.
6. THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR MAINTENANCE
-system/environment/erosion-and-sediment-control).
- MAINTENANCE GUIDE (http://www.idot.illinois.gov/transportation
CONSTRUCTION INSPECTION AND IDOT'S BEST MANAGEMENT PRACTICES
IDOT EROSION AND SEDIMENT CONTROL FIELD GUIDE FOR
5. ALL E&SC MEASURES WILL BE MAINTAINED IN ACCORDANCE WITH THE
SEDIMENT DURING STORM SEWER INSTALLATION.
4. THE CONTRACTOR SHALL PROVIDE A PLAN TO AVOID EROSION/
THE EXISTING GROUND COVER SHALL REMAIN.
3. AT ANY AREA WHERE THERE IS NO PROPOSED EARTH GRADING,
OR UNTIL SUCH TIME AS DIRECTED BY THE ENGINEER.
APPLICABLE STATE STANDARDS FOR THE DURATION OF THE PROJECT,
REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE
2. EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE
LOCATIONS DIRECTED BY THE ENGINEER AND/OR SHOWN ON PLANS.
AT ALL PROPOSED DRAINAGE STRUCTURES AND AT OTHER
1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INLET FILTERS
EROSION CONTROL PLAN NOTES:
INDICATED ON THE SEEDING PLAN (AT THE CONTRACTOR'S EXPENSE).
SHALL BE SEEDED WITH THE APPROPRIATE SEED CLASS/MIXTURE
2. ANY AREA DISTURBED BEYOND THE CONSTRUCTION LIMITS
LIMITS SHALL BE SEEDED WITH CLASS 1A SEEDING.
1. ALL OTHER DISTURBED AREAS WITHIN THE CONSTRUCTION
SEEDING PLAN NOTES:
ONLY REMOVE TREES THAT ARE MARKED.
OUTSIDE THE LIMITS OF CONSTRUCTION FROM DAMAGE.
ALSO PROTECT ANY TREES AND MATURE VEGETATION
CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL
MATURE VEGETATION THAT WILL BE REMOVED BY
ARE NECESSARY TO LIMIT THE AMOUNT OF TREES AND
15. THE CONTRACTOR SHALL TAKE WHATEVER PRECAUTIONS
EROSION CONTROL PLAN NOTES (cont.):
EROSION CONTROL PLAN / SEEDING PLAN LEGEND:
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
WATERS OF THE U.S.
WATERS OF THE U.S. LEGEND (BOTH PLANS):
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-031-eros.dgn
jdUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-$MODELNAME$
EROSION CONTROL & SEEDING PLAN
F.A.P.
870 DUPAGE534X-B
CONTRACT NO. 60V29
66 31
817+00 833+00 1SCALE: VARIES 1
JRD
JRD/BJG
SLD
8/6/2015
820+00 825+00 830+00
TTT T
T
T
T
T
T
T T T T T T T
T TTTTTTT T T TTTTTTTTTT:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ER
RR
R
R
R
R
RRR
R
R
R
S
SS
GP
R
R
GP
825+00
EFK Moen,LLC
Civil Engineering Design
ELEV.
F.L.
ELEV.
TOP
ELEV.
F.L.
ELEV.
F.L.
ELEV.
F.L.
ELEV.
F.L.
STA. 818+98
PROJECT BEGINS
PROP. CURVE EX53-1
PI STA. = 815+23.74
R = 13,728.46'
T = 709.91'
L = 1,418.56'
E = 18.34'
P.C. STA. = 808+13.83
P.T. STA. = 822+32.39
EX ROW
EX ROW
EX
RO
W
EX
RO
W
EX
RO
W
EX
RO
W
EX
RO
W
EX
RO
W
EX ROW
EX ROW
IL 53 (BRYANT AVE)
BE
MIS
RD.
MA
RS
TO
N
AV
E.
MA
RS
TO
N
AV
E.
GLEN CREST CREEK
13
2
8
7
19 20 4 5
6
15 14 10
18
UIP
UIP
UIPUIP UIP
UIP
UIP
STA. 829+32
PROJECT ENDS
SN 022-0542STA +43.29BOX CULVERTPROP. 11'x9'
CULVERT (REMOVE)EX 9.5' X 8' BOX
16 17
33.19' RT.
STA. 821+50
49.38' RT.
STA. 824+18.75
11
12
13
STORM SEWER RIPRAP SCHEDULE
DRAINAGE
PLAN
STRUCTURE
NUMBER
TOTALS
LOCATION STONE
RIPRAP
CL A4
(SQ YD)
FILTER
FABRIC
(SQ YD)
6
8
17
STA.
STA.
STA.
824+18.75
823+88.88
826+92.77
49.38' RT.
31.92' LT.
29.32' LT.
37
18
156
37
18
156
STATION OFFSET
FRAME & LID
TYPE 1
FRAME & GRATE
TYPE 3V
GRATE
TYPE 8
FRAME & GRATE
TYPE 11V
FRAME & GRATE
TYPE 12
FRAME & GRATE
TYPE 24
OF END SECTION).
END SECTION CONNECTION (NOT AT DOWNSTREAM END
ALL END SECTION LOCATIONS PROVIDED AT END-OF-PIPE/2.
OF DRAINAGE CASTING).
AT CENTER OF DRAINAGE STRUCTURE (NOT AT CENTER
ALL DRAINAGE STRUCTURE LOCATIONS PROVIDED1.
NOTES:
9
PIPE CULVERT SCHEDULE
PLAN
PIPE
I.D.
(DS to DS)
19 to 20
TOTALS
UPSTREAM
INVERT
(@ INSIDE
FACE OF D.S.
OR PIPE END
/ F.E.S.)
717.39
DOWNSTREAM
INVERT
(@ INSIDE
FACE OF D.S.
OR PIPE END
/ F.E.S.)
716.23
APPROX.
SLOPE
4.38%
P CUL CL D
1 15
(FOOT)
27
27
PROP. CL A5 RIPRAP (TYP)
PROP. GABION BASKETS
PROP. CL A5 RIPRAP (TYP)
END SECTION SCHEDULE
DRAINAGE
PLAN
STRUCTURE
NUMBER
8
17
19
20
TOTALS
STA.
STA.
STA.
STA.
823+88.88
826+92.77
820+11.23
820+37.67
31.92' LT.
29.32' LT.
33.43' RT.
33.37' RT.
END
SECTION
INVERT
ELEVATION
(@ PIPE
CONNECTION)
708.80
712.00
717.39
716.23
PRC
FLAR
END SEC
24
(EACH)
1
1
PRC FL
END S
EQ RS 48
(EACH)
1
1
END
SEC 15
(EACH)
1
1
2
DRAINAGE
PLAN
STRUCTURE
NUMBER
2
3
4
5
7
9
10
11
12
13
14
15
16
18
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
STA.
822+30.63
822+54.97
823+88.88
824+08.88
823+88.88
830+07.07
828+91.34
828+91.34
828+73.75
828+71.73
828+26.88
827+00.00
827+00.00
828+70.28
72.67' RT.
21.02' RT.
20.35' RT.
20.35' RT.
20.79' LT.
29.34' RT.
23.84' RT.
31.84' RT.
38.02' RT.
44.30' RT.
24.27' RT.
21.56' RT.
20.79' LT.
25.52' LT.
STRUCTURE
CASTING
TOP
ELEVATION
(FEET)
-
-
-
-
-
-
-
723.77
-
-
-
-
-
-
STRUCTURE
CASTING
FLOWLINE
ELEVATION
(FEET)
715.85
714.84
714.04
714.06
714.06
726.60
723.31
-
722.17
722.38
721.72
718.52
718.60
721.00
LOWEST
PIPE
INVERT
ELEVATION
(FEET)
712.81
709.96
708.97
708.31
709.15
718.60
715.11
716.07
716.22
716.31
714.26
712.61
712.06
714.16
INLETS
TA T8G
(EACH)
1
1
INLETS
TB
T11V
F&G
(EACH)
1
1
2
MAN TA
4 DIA
T1F CL
(EACH)
1
1
MAN TA
4 DIA
T3V
F&G
(EACH)
1
1
MAN TA
4 DIA
T8G
(EACH)
1
1
MAN TA
4 DIA
T12F&G
(EACH)
1
1
MAN TA
4 DIA
T24F&G
(EACH)
1
1
2
MAN TA
5 DIA
T3V
F&G
(EACH)
1
1
MAN TA
5 DIA
T8G
(EACH)
1
1
MAN TA
5 DIA
T11V
F&G
(EACH)
1
1
MAN TA
7 DIA
T3V
F&G
(EACH)
1
1
MAN TA
7 DIA
T12F&G
(EACH)
1
1
FLAT
SLAB
TOP
REQ'D
-
YES
YES
YES
YES
-
-
-
-
-
-
YES
YES
YES
LOCATION
STATION OFFSET
DRAINAGE STRUCTURE SCHEDULE
TOTALS
LOCATION
OFFSETSTATION
STORM SEWER SCHEDULE
PLAN
PIPE
I.D.
(DS to DS)
1 to 3
2 to 3
3 to 4
4 to 5
5 to 6
7 to 8
9 to 10
13 to 12
12 to 11
11 to 10
10 to 14
14 to 15
15 to 16
16 to 17
18 to 16
TOTALS
* NOTE:
UPSTREAM
INVERT
(@ INSIDE
FACE OF D.S.
OR PIPE END
/ F.E.S.)
714.80
712.81
709.96
708.97
708.31
709.15
718.60
716.31
716.22
716.07
715.11
714.26
712.61
712.06
714.16
MINIMUM LENGTH REQUIRED (ALONG C.L. OF PIPE) TO PROVIDE MAXIMUM CONCRETE FILL SLOPE ACROSS NON-DROP INLETS/MANHOLES
- REFER TO APPROPRIATE IDOT HIGHWAY STANDARD.
DOWNSTREAM
INVERT
(@ INSIDE
FACE OF D.S.
OR PIPE END
/ F.E.S.)
710.59
711.08
709.03
708.88
708.00
708.80
715.21
716.29
716.13
716.04
714.34
712.69
712.15
712.00
712.15
APPROX.
SLOPE
4.11%
3.30%
0.72%
0.53%
1.10%
3.84%
3.05%
1.19%
0.56%
0.80%
1.29%
1.28%
1.26%
0.74%
1.22%
PIPE
LENGTH
INSIDE
UPSTREAM
D.S.*
(FOOT)
-
0.50
1.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
1.00
0.50
1.00
1.25
1.00
PIPE
LENGTH
INSIDE
DOWNSTREAM
D.S.*
(FOOT)
1.50
1.50
0.50
0.50
-
-
1.00
0.50
0.50
1.00
0.50
1.00
1.50
-
1.50
STORM
SEW
CL A 1
24
(FOOT)
131
17
10
158
STORM
SEWERS
JKD 30
(FOOT)
39
39
SS CL A 1
EQRS 48
(FOOT)
9
9
STORM
SEW
CL A 2
24
(FOOT)
124
124
STORM SEW
WM REQ 12
(FOOT)
55
4
17
5
81
STORM SEW
WM REQ 18
(FOOT)
104
104
STORM SEW
WM REQ 24
(FOOT)
30
113
62
205
STORM SEW
WM REQ 36
(FOOT)
167
167
TRENCH
BACKFILL
(CU YD)
17.1
2.9
40.7
5.1
6.3
1.4
66.3
0.7
11.8
-
61.9
99.8
3.2
6.2
145.1
468.5
NOTES
CLASS A, TYPE 1
10" (28 SQ YD)TYPE IV PAVEMENT PATCH,PROP. CLASS D,
10" (34 SQ YD)TYPE IV PAVEMENT PATCH,PROP. CLASS D,
101 101
0.01 ACRES TEMPORARY IMPACT)
(0.03 ACRES PERMANENT IMPACT,
WOUS #1 - 0.04 ACRES
WATERS OF THE U.S. LEGEND:
WATERS OF THE U.S. PERMANENT IMPACT AREA TEMPORARY IMPACT AREA
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-032-034-drain.dgn
jdUSER NAME =
PLOT SCALE = 100.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-$MODELNAME$
& SCHEDULES
PROPOSED DRAINAGE PLANF.A.P.
870 DUPAGE534X-B
CONTRACT NO. 60V29
66 32
817+00 832+003SCALE: 1"-50' 1
BJG
BJG
SLD
8/6/2015
T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
EG
P
820+00 PT Sta 822+32.39 825+00 830+00
EFK Moen,LLC
Civil Engineering Design
PIPE 3 TO 4
INV. 712.81
INV. 711.08
(FAR SIDE)
PIPE 1 TO 3
INV. 710.59
INV. 709.96
INV. 714.80
WM REQ @ 4.11%
104'-18" STORM SEWER
(NEAR SIDE)
PIPE 2 TO 3
iNV. 711.08 INV. 709.96
INV. 709.03
CLASS A, TY. 1 @ 0.53%
17'-24" STORM SEWER
INV. 708.88
INV. 708.31
INV. 708.00
INV. 710.59
INV. 708.97
CLASS A, TY. 1 @ 0.72%
131'-24" STORM SEWER
(GAS) (GAS)
(GAS)
LEFT SIDE
RIGHT SIDE
2
3
7
3
4 5
8
1
6
(WATER)
(WATER)
(WATER)
705
710
715
720
705
710
715
720
720
715
710
705 705
710
715
720
824+00823+00822+00821+00820+00
CLASS A, TY. 1 @ 3.84%
10'-24" STORM SEWER
INV. 709.15
INV. 708.80
WM REQ. @ 3.30%
55'-12" STORM SEWER
WM REQ @ 1.10%
30'-24" STORM SEWER
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
FILE NAME jd=USER NAME
100.0000 ' / in.=PLOT SCALE
8/6/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-032-034-drain.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
DATE
DRAWN
CHECKED
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-$MODELNAME$
F.A.P.
870 DUPAGE
CONTRACT NO. 60V29
534X-B
BJG
BJG
SLD
8/6/2015
66 33PROFILES
PROPOSED DRAINAGE
SCALE: 25'H:2.5'V 2 3 821+25 824+25
EFK Moen,LLC
Civil Engineering Design
(GAS)
PIPE 16 TO 17
PIPE 10 TO 14
WM REQ @ 1.22%
167'-36" STORM SEWER
INV. 714.16
INV. 712.15
(NEAR SIDE)
PIPE 15 TO 16
INV. 712.15
INV. 716.04
WM REQ @ 3.05%
113'-24" STORM SEWER
INV. 718.60
(NEAR SIDE)
PIPE 11 TO 10
INV. 716.04
INV. 715.21
INV. 714.34
WM REQ @ 1.29%
62'-24" STORM SEWER
INV. 714.26
CLASS A, TY. 2 @ 1.28%
124'-24" STORM SEWER
INV. 712.69
INV. 712.61
INV. 712.15
INV. 712.00
INV. 712.06
INV. 715.11
INV. 716.07
INV. 716.13
INV. 716.22
INV. 716.29
INV. 716.31
(JACKED IN PLACE)
CLASS A, TY.1 @ 1.26%
39'-30" STORM SEWER
4'-12" STORM SEWER WM REQ @ 1.19%
17'-12" STORM SEWER WM REQ @ 0.56%
5'-12" STORM SEWER WM REQ @ 0.80%
LEFT SIDE
RIGHT SIDE
16
18
10
(WATER) (WATER)
(WATER)
(GAS)
EXIST. 15" PIPE
EXIST. 1
5" PIP
E
15" PIP
EEXIS
T.
EXIST. 18" PIPE
725
720
715
710
725
720
715
710
725
720
715
710
725
720
715
710
827+00 828+00 829+00 830+00 831+00 832+00
CLASS A, TY. 1 @ 0.74%
9'-60"X38"(EQRS 48") STORM SEWER
(FAR SIDE)
PIPE 18 TO 16
INV. 712.15
11
12
13
17
16 15
14
10
9
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
FILE NAME jd=USER NAME
100.0000 ' / in.=PLOT SCALE
8/6/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-032-034-drain.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
DATE
DRAWN
CHECKED
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-$MODELNAME$
F.A.P.
870 DUPAGE
CONTRACT NO. 60V29
534X-B
BJG
BJG
SLD
8/6/2015
66 34PROFILES
PROPOSED DRAINAGE
SCALE: 25'H:2.5'V 3 3 826+75 830+25
MA
RS
TO
N
AV
E
MA
RS
TO
N
AV
E
IL 53 (BRYANT AVE)
EFK Moen,LLC
Civil Engineering Design
LEGEND
1
35'
5
BE
MIS
RD
3
3
2 3
4
RAISED PAVEMENT MARKER REFLECTOR REPLACEMENT
RAISED REFLECTIVE PAVEMENT MARKERS/6
LINE 24" (WHITE SOLID LINE)5
LINE 4" (YELLOW - 10' DASH, 30' SKIP)4
LINE 4" (WHITE SOLID LINE)3
LINE 4" (YELLOW SOLID LINE)2
LINE 4" (DOUBLE YELLOW SOLID LINES)1
6 6
+50.3
8
+72.1
2
+05.0
1+97.7
9
1
43'
GLEN CREST CREEK
818
+88 4
+69.9
6
+50.7
8
+69.6
1
+89.2
0
+91.9
6
3
3
6 2
30'
5
5
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 DUPAGE 66 35
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 1"=50'
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
jd=USER NAME
100.0000 ' / in.=PLOT SCALE
8/6/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-035-pmk.dgn
=FILE NAME
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
PAVEMENT MARKING PLAN
SHEET 1 OF 1 SHEETS STA.817+00 TO STA.833+00
-
-
-
-
-
-
-
-$MODELNAME$
JRD
JRD
SLD
8/6/2015
820+00 825+00 830+00
EFK Moen,LLC
Civil Engineering Design
REMOVAL, 73'PIPE CULVERT
REMOVAL, 27'PIPE CULVERT
REMOVALSIDEWALK
REMOVALSIDEWALK
REMOVALCURB & GUTTER
GUARDRAIL REMOVAL
GUARDRAIL REMOVAL
REMOVALCURB & GUTTERTREE
REMOVE
C IL ROUTE 53
REMOVAL, 21'PIPE CULVERT
REMOVAL 15", 16'STORM SEWER
REMOVAL 15", 229'STORM SEWER
REMOVAL 15", 140'STORM SEWER
REMOVAL 15", 131'STORM SEWER
STORM SEWER REMOVAL, 18", 109'
REMOVAL 18", 11'STORM SEWER
DRAINAGE STRUCTURE T.B.R.
DRAINAGE STRUCTURE T.B.R.
DRAINAGE STRUCTURE T.B.R.
DRAINAGE STRUCTURE T.B.R.
41' (2 CU. YD.)STORM SEWERS,PLUG EXISTING
+39.86
+38.71+75.00
TBRTBR
TBR
MA
RS
TO
N
AV
E.
MA
RS
TO
N
AV
E.
+84.67
L
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
sf=USER NAME
100.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
=FILE NAME
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-$MODELNAME$
JRD
LES
SLD
8/6/2015
REMOVAL PLAN 870 534X-B DUPAGE
CONTRACT NO. 60V29
F.A.P.
817+00 832+001 1SCALE: 1"=50'
66 36
+82.68
+00.00
+32.00
+10.00
+48.00
+98.00
BE
MIS
RD.
PAVEMENT REMOVAL
SHOULDER REMOVAL
PATCHING, & OVERLAY2-1/2" DEPTH MILL,
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-036-removal.dgn
APPROX. BINDER COURSE DEPTH
(ITEM #7 ON PROP. TYP. SECTIONS)STATION
824+10
824+75
827+42
HMA SURFACE REMOVAL
APPROX. ZERO DEPTH MILLING
LOCATION SUMMARY
@ L-EOP
823+81.26
826+63.21
@ C.L.
823+52.13
827+20.51
@ R-EOP
823+62.89
827+14.44
823+18
BINDER COURSE DEPTH SUMMARYHMA SURFACE REMOVAL & HMA
1.5
4.5
6.9
1.5
DEPTH
T:
722.6
0
SA
NIT
AR
Y
MA
NH
OL
ER
R
R
R
RR
R
R
R
R
RRR
R
R
R
UM
H
S
S
SS
GP
R
RR
R
R
R
R
S
S
UH
M
820+00 PT Sta 822+32.39 825+00 830+00
11'-0"11'-0"
4'-3"
11'-6"11'-6"
38'-0‡" Stage 2 Construction
|32'-2" Stage 2 Removal
11‚"
3'-3„"
2%
6'-0"
Temp. Sheet Piling
|2'-1"
|1'-7"
11'-6"11'-6"
45'-6„" Stage 3 Construction
|31'-11" Stage 3 Removal
6'-0"
|11"
45'-6„" Stage 3 Construction
8'-0" 12'-0" 8'-0"12'-0"
4'-0"
1'-0"
7"
4"
2'-0"
5'-0"8"
6"
Stage 4 Const.
2'-0"
2'-11"
8'-0"12'-0"8'-0" 12'-0"
4'-0"
1'-0"
7"
4"
2'-0"
2'-11"
2'-0"5'-0"8"
6"
18'-2‡" 27'-1•"
18'-2‡"8'-10†"
|10'-9‚"
Pavement
Temporary
Header Beam
Temporary
~ IL 53
P.G.
Existing Structure
Barrier (Typ.)Temporary Conc.
Temporary Shoring
Temporary Pavement
Wingwall (beyond) Stage Construction Line
Stage Removal Line
Fill
Temporary
~ IL 53
Const. Line
Rdwy. Stage
~ IL 53
Rdwy. Stage Const. Line
Stage Removal Line
Stage Construction Line
Fence, typ.
Chain Link
~ IL 53
Fence, typ.
Chain Link
~ IL 53
Fence, typ.
Chain Link
Elev. 680.98
Pile tip Elev. 680.98
Pile tip
Elev. 703.78Elev. 703.78
Elev. 715.78
Top of Sheet Piling
Elev. 715.78
Top of Sheet Piling
Elev. 699.78
Structure
~ Proposed
Elev. |714.76
Sta. 824+15.57
Elev. |715.06
Sta. 824+71.72
Structure
Existing
typ.
sheet piling,
elevation of
Minimum tip
NOTES:
STAGE CONSTRUCTION
GENERAL NOTES
Sections shown are at Rt. L's to ~ IL 53.
Bars noted thus, 3 x 2-#5 indicates 3 lines of bars with 2 lengths of bars per line.
All exposed concrete edges shall have a ƒ" x 45° chamfer, except where shown otherwise.
bid for the work.
change in scope of the work, however, the Contractor will be paid for the quantity actually furnished at the unit price
prior to construction or ordering of materials. Such variations shall not be cause for additional compensation for a
shall field verify existing dimensions and details affecting new construction and make necessary approved adjustments
Plan dimensions and details relative to existing plans are subject to nominal construction variations. The Contractor
Precast alternate is not allowed.
2
38
Granular Embankment limit (Roadway Item).
porous granular embankment shall extend at least 2 ft beyond each side of the box and extend up to the top surface of the box. See Roadway plans for additional Porous
The limit of the porous granular embankment shall include a layer of at least 6 in. in thickness, below the elevation of the bottom of the box for the plan area of the box. The
diversion shall be subjected to the approval of the Engineer and the cost shall be included with the cost of the Concrete Box Culverts.
It shall be the responsibility of the contractor to divert the stream flow during construction in order to keep the construction area free of water. The method of the water
Layout of slope protection system may be varied in the field to suit ground conditions as directed by the Engineer.
For "Stone Riprap, Class A5" and "Filter Fabric for use with Riprap" Bill of Material, see Roadway plans.
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
9/8/2015
ja
0:2 ':" / in.
9/8/2015
JA
DATEPRIN
T
DA
TE:
9/8/2015
11:5
2:18
AM
Y:\
13015
WO 1 Gle
n
Crest
Cree
k\
DG
N\
Brid
ge\
Fin
al\
Plotsheets\0220542-
D16
0V29-002-Stagin
g.d
gn
EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
STAGE 1 CONSTRUCTION
STAGE 2 CONSTRUCTION
STAGE 3 CONSTRUCTION
STAGE 3 CONSTRUCTION
STAGE 4 CONSTRUCTION
FINAL CONSTRUCTION
TEMPORARY SHEET PILING
TEMPORARY SHEET PILING
TEMPORARY SHEET PILING DESIGN
modulus = 29.0 in /ft
Minimum section
modulus = 29.0 in /ft
Minimum section
1
1.14
33
(All dimensions along ~ Roadway)
1
1.14
NOT TO SCALE
1
1.14
1
1.14
11"11" 12'-5"
8"
9"
1'-4"
4•"
3'-
9''
1'-9''
9"
1'-4"
4•"
4•"R
10'-
5"
2'-11"
2'-11"
cl.
1•"
cl.
1•"
cl.
1•"
9'-
0"
11"
6"
cl.
1•"
10"
10'-
9"
cl.
2"
cl.
2"
10"
11'-0" 10"
12'-8"
6"
bars at 12" cts.
6-#4 h or h
12" cts.
11-#6 h or h bars at
at 12" cts.
11-#5 h or h bars
12" cts.
13-#5 h or h bars at
at
12" cts. (E
ach Face)
10-#
5 h or h bars
25°
12"
54-#8 a1 bars at 8" cts. (Bott. of Top. Slab)
36-#5 a bars at 12" cts. (Top of Top Slab)
41-#5 a bars at 12" cts. (Bott. of Bott. Slab)
54-#8 a1 bars at 8" cts. (Top of Bott. Slab)
66-#8 a1 bars at 8" cts. (Bott. of Top. Slab)
44-#5 a bars at 12" cts. (Top of Top Slab)
44-#5 a bars at 12" cts. (Bott. of Bott. Slab)
66-#8 a1 bars at 8" cts. (Top of Bott. Slab)
62-#5 v bars at 8" cts. (Outside Face)
62-#4 v1 bars at 8" cts. (Inside Face)
75-#5 v bars at 8" cts. (Outside Face)
75-#4 v1 bars at 8" cts. (Inside Face)
at 12" cts.
9-#4 d bars
11x2-#
6 h bars at
12" cts.
(Top of Top Sla
b)
See
Cross Section Thru
Barrel
(Bott
om)
11-#
4 d bars at
12" cts.
54-#8 a bars at 8" cts. (Bott. of Top. Slab)
36-#5 a bars at 12" cts. (Top of Top Slab)
36-#5 a bars at 12" cts. (Bott. of Bott. Slab)
54-#8 a bars at 8" cts. (Top of Bott. Slab)
62-#5 v bars at 8" cts. (Outside Face)
62-#4 v bars at 8" cts. (Inside Face)
See
Cross Section Thru
Barrel
11x2-#
6 h bars at
12" cts.
(Top of Top Sla
b)
13x2-#
5 h bars at
12" cts.
(Top of
Bott
om Sla
b)
13x2-#
5 h bars at
12" cts.
(Top of
Bott
om Sla
b)
44-#5 a bars at 12" cts. (Bott. of Bott. Slab)
66-#8 a bars at 8" cts. (Top of Bott. Slab)
62-#4 v bars at 8" cts. (Inside Face)
62-#5 v bars at 8" cts. (Outside Face)
11'-
0"
10"
10"
Wall,
Typ.
8"
Cutoff
Stage 2 Construction
Stage 3 Construction
(Top & Bott.)
3-#8 h
a bars
a bars
7-#8 a bars at 8"
(Top of Top Slab)
5-#5 a bars at 12" cts.
(Top of Bott. Slab)
74-#4 v bars at 8" cts. (Inside Face) (North Wall)
74-#5 v bars at 8" cts. (Outside Face) (North Wall)
75-#4 v bars at 8" cts. (Inside Face) (South Wall)
75-#5 v bars at 8" cts. (Outside Face) (South Wall)
5-#5 a bars at 12" cts. (Bott. of Bott. Slab)
7-#8 a bars at 8" cts. (Top of Bott. Slab)
66-#8 a bars at 8" cts. (Bott. of Top Slab)
44-#5 a bars at 12" cts. (Top of Top Slab)
7-#8 a bars at 8" cts. (Bott. of Top Slab)
5-#5 a bars at 12" cts. (Top of Top Slab)
6'-1" (typ.)
typ.
3'-1"
42'-0‚"
50'-2•"
62-#4 v bars at 8" cts. (Inside Face Both Walls)
62-#5 v bars at 8" cts. (Outside Face Both Walls)
9'-
0"
11"
10"
8"
2" cl.
74-#4 v bars at 8" cts. (Inside Face North Wall)
74-#5 v bars at 8" cts. (Outside Face North Wall)
75-#5 v bars at 8" cts. (Outside Face South Wall)
75-#4 v bars at 8" cts. (Inside Face South Wall)
at
12" cts.
Each Face
2x10-#
5 h bars
2" cl.
8"
typ.
12"
4'-
0"
Stage 2 Construction Stage 3 Construction
typ.
9"
cts.
Ea.
Face,
Ea.
Wall
2x10-#
5 h bars at
12"
2'-
1•"
9"
a
for 1•" min. cl.
bars as necessary
Tilt hook of a ~ Culvert Symm. abt. ~
a
a
jt.
Const.
jt.
Const.
v
a
v
~ IL Route 53
~ Culvert
Each Corner2-#5 v bars
10x2-#5 h bars
10x2-#5 h bars
Top of Bott. Slab
2-#6 h bars
& Bott. of Headwall
3-#8 h bars - Top
Sta. 824+43.29~ Structure
reinf. bars, typ.
Bar Splicer for long. 10x2-#5 h bars
bars
10x2-#5 h
h
h
h
a
dd d d
a
15-#4 s bars at 12" cts.
h
h h
h
h
a
a
(typ.)
14-#4 s bars at 12" cts.
h
h
h
a
a
#5-a bar
#5-a bar
a
a
15-#4 s bars at 12" cts.
|8'-0" cts.
3" } DrainsConst. Jt.
h
h
h
1'-0''
BAR a 1
BAR d
NOTES
R=6''
ƒ'' Drip Notch
(Up Stream End Only)
HEADWALL
SECTION THRU
Concrete Box Culverts
Pound
BILL OF MATERIAL
Bar No. Size Length Shape
Cu. Yd.
Reinforcement Bars 29,910
BAR s
Bar Splicers Each 87
s
s
v
v
h
h
h
h
h
h
h
h
h
h
h
d
a
a
1
1
10
9
8
7
6
5
4
3
2
1
1
#4
#4
#4
#5
#5
#5
#6
#4
#8
#6
#8
#5
#5
#6
#4
#4
#8
#5
1BAR s
15
71
281
273
80
48
22
24
24
4
12
80
48
22
24
58
268
182
(Dimensions shown are at right angle to ~ Roadway unless noted)
(Looking North)
MINIMUM BAR LAP
= 2'-7"#6
#5 (Top) = 3'-0"
= 2'-2"#5
= 1'-9"#4
See Sheet 8 of 10 for Bar Splicer details.
of wingwalls.
See Sheets 4 and 5 of 10 for dimensions, details and reinforcing
higher than the opposite wall.
At no time shall the fill behind one sidewall be more than 2 feet
Backfill shall be placed in equal layers behind each sidewall.
*
end of culvert. (Each Stage)
Balance of bar to be used in opposite
be ordered full length & cut to fit.
a and a bars in skew portion of slab shall1
3
CAST IN PLACE CULVERT DETAILS
129.0
BAR v
4'-9"
4'-11"
10'-5"
16'-3"
26'-7"
26'-2"
26'-4"
25'-11"
13'-7"
14'-2"
14'-2"
22'-5"
22'-0"
22'-3"
21'-10"
5'-6"
14'-3"
12'-5"
39
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
8/5/2015
ja
0:2 ':" / in.
8/5/2015
JA
DATEPRIN
T
DA
TE:
8/5/2015
9:5
4:19
AM
Y:\
13015
WO 1 Gle
n
Crest
Cree
k\
DG
N\
Brid
ge\
Fin
al\
Plotsheets\0220542-
D16
0V29-003-
Details.d
gn
EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
1
2
2
3
1
1
1
SECTION THRU BARREL
7
1
8
9
9
10
12x2-#
4 h bars at
12" cts.
(Bott.
of Top Sla
b)
(Bott.
of
Bott
om Sla
b)
(Bott.
of Top Sla
b)
(Bott.
of
Bott
om Sla
b)
11x2-#
5 h bars at
12" cts.
12x2-#
4 h bars at
12" cts.
11x2-#
5 h bars at
12" cts.
PLAN
1 1
10
10
3
3
6
at stage line
Typ. Headwalls
2 21
8"
12"
1
* 5-#5 a bars at 12" cts.
cts. (Bott. of Top. Slab) * 1
* 7-#8 a bars at 8" cts. 1
(Bott. of Bott. Slab)*
5
4
1
1
1
7 8 9 9
1
1
1
1
*
*
1
*
*
1
ELEVATION
1
4
1
1
1
5 2
2
1
6
6
7
8 1
4
1
1
9
9
1
1
3
10
(Each
Wall)
1
5
2''4"
12"
3"
1'-7†" 9"
3•"
2"
5'-
11"
6"
8"13'-6"
8'-
9"
(Bottom of Footing) (Cut to Fit)
19-#4 t bars at 8•"
(Top of Footing) (Cut to Fit)
21-#4 t bars at 7•"
4•" 4•"
6" 6"
(Top
&
Bott.
of Footing)
7-#
4
w bars at
16•"
3"
3"
4•"
6"
4•"
6"
13'-6"
(Top of Footing)
21-#4 t bars at 7•"
(Bottom of Footing)
19-#4 t bars at 8•"
3"
(Top
&
Bott.
of Footing)
7-#
4
w bars at
16•"
3"
8'-
9"
8" 8"
1'-3†"1'-3†"
Fence Post Spacing
2 Spaces at 6'-2" = 12'-4" 2 Spaces at 6'-6" = 13'-0" 2 Spaces at 6'-2" = 12'-4"
9'-
7"
14'-
7"
14-#6 n bars at 12" cts.
1'-6"
3'-
0"
(Lap with n bars)
14-#4 v bars at 12" cts.
(Top of Footing)
21-#4 t bars at 7•" cts.
(Bottom of Footing)
19-#4 t bars at 8•" cts.
3'-
6"
7-#
4 h bars at
18" cts.
13'-6"
10-#
4 h bars at
12" cts.
(Lap with n bars)
14-#4 v bars at 12" cts.
3'-
6"
9'-
7"
14'-
7"
1'-6"
(Bottom of Footing)
19-#4 t bars at 8•" cts.
13'-6"
3'-
6"
8'-9"
cl.
2"
cl.
3"
4'-2" 3'-9"
Lap
1'-9"
3'-
0"
10"
1'-6"
cl.
1•"
cl.
1•"
10"
ƒ'' Chamfers
1'' long at 12'' cts. vertical.
Concrete Nails (Flat Hd. C.S.)
Back FaceBack Face
#4 w bars
Elev. 697.70
Splay #4 h bar
Elev. 697.70
Splay 3-#4 h bars
#4 w bars
(Typ.)
| 6'-0" cts.
3" } Drains
2-#6-h
2-#6-h
Joint
Const.
t bar
n bar w bars
h bars
h bars
h bars
t bar
v bar v bar
Back Face
CORNER DETAIL
Joint Filler
•'' Premoulded
(6'' from top of wall to top of footing.)
6'' Hollow bulb type nonmetallic water seal.
bar to be used in opposite wall.
full length & cut to fit. Balance of
v and v bars shall be ordered * 32
BAR n
Concrete Box Culverts
Pound
BILL OF MATERIAL
Bar No. Size Length Shape
Cu. Yd.
Reinforcement Bars 1,710
28
10
14
42
38
28
4
42
#4
#4
#4
#4
#4
#6
#6
#4
13'-0"
22'-0"
16'-5"
8'-3"
8'-3"
6'-7"
13'-7"
13'-2"
3
2
1
12
11
NOTES
See Sheet 6 of 10 for Chain Link Fence details.
MINIMUM BAR LAP
#4 = 1'=9"
WINGWALL DETAILS
4
22.4
w
v
v
t
t
n
h
h
40
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
8/5/2015
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D16
0V29-004-Inlet
Walls.d
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EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
1
(Cut to Fit)
PLAN NW WINGWALL PLAN SW WINGWALL
1
ELEVATION NW WINGWALL ELEVATION SW WINGWALL
12
2*
1
Elev. 712.28
11
11 11
(Showing Typ. Back Face Reinforcement)
* 3
12
Elev. 712.28
Elev. 708.78 Elev. 708.78
(Showing Typ. Front Face Reinforcement)
11
SECTION
12
11
11
1
2 3
1"4"
12"
3"
1'-7†" 9"
3•"
1"
6'-
10"
8"
11"
10'-10"
cl.
2"
cl.
3"
5'-10" 4'-1"
11"
1'-6"
cl.
1•"
cl.
1•"
11"
Lap
2'-
2"
3'-
6"
6"
Fence Post Spacing
6"
1'-3†"1'-3†"
3 Spaces at 5'-6" = 16'-6" 2 Spaces at 7'-3" = 14'-6"
17'-6"
3•"
3•"
(Top of Footing) (Cut to Fit)
30-#6 t bars at 7"
3•"
10'-
10"
3"
(Top
&
Bott.
of Footing)
8-#
4
w bars at
18"
3"
(Bottom of Footing) (Cut to Fit)
30-#5 t bars at 7"5•" 5•"
3•"5•" 5•"
(Bottom of Footing)
26-#6 t bars at 7"
(Bottom of Footing)
26-#5 t bars at 7"
(Top
&
Bott.
of Footing)
8-#
4
w bars at
18"
3"
3"
10'-
10"
15'-6"
2 Spaces at 6'-6" = 13'-0"
15'-6"17'-6"
1'-6"
14'-
7"
13'-
1"
13-#
4 h bars at
12" cts. (Front
Face)
7-#
4 h bars at
24" cts. (B
ack Face)
(Back Face)
24-#8 n bars at 9" cts.
(Back Face)
24-#5 v bars at 9" cts.
(Front Face)
13-#4 v bars at 17" cts.
(Back Face)
21-#8 n bars at 9" cts.
(Back Face)
21-#5 v bars at 9" cts.
(Front Face)
11-#4 v bars at 18" cts.
(Top of Footing)
30-#6 t bars at 7" cts.
(Bottom of Footing)
30-#5 t bars at 7" cts.
(Top of Footing)
26-#6 t bars at 7" cts.
(Bottom of Footing)
26-#5 t bars at 7" cts.
13-#
4 h bars at
12" cts. (Front
Face)
7-#
4 h bars at
24" cts. (B
ack Face)
14'-
7"
13'-
1"
1'-6"
4'-
6"
ƒ'' Chamfers
1'' long at 12'' cts. vertical.
Concrete Nails (Flat Hd. C.S.)
Joint
Const.
t bar
n bar
t bar
v bar v bar
Back Face
h bars
h or
h bars
h or
h bars
h or
Back Face Back Face
Elev. 696.60
2-#6-h
#4 w bars #4 w bars
Elev. 696.60
2-#6-h
| 6'-0" cts. (Typ.)
3" } Drains
CORNER DETAIL
Joint Filler
•'' Premoulded
(6'' from top of wall to top of footing.)
6'' Hollow bulb type nonmetallic water seal.
1BAR n
NOTES
See Sheet 6 of 10 for Chain Link Fence details.
Concrete Box Culverts
Pound
BILL OF MATERIAL
Bar No. Size Length Shape
Cu. Yd.
Reinforcement Bars 3,720
MINIMUM BAR LAP
#5 = 2'-2"
w
w
v
v
t
t
n
h
h
h
h
16
16
24
45
56
56
45
2
20
2
20
#4
#4
#4
#5
#6
#5
#8
#6
#4
#6
#4
15'-0"
17'-0"
12'-9"
9'-5"
10'-6"
10'-6"
7'-9"
15'-2"
15'-2"
17'-2"
17'-2"
2
1
5
4
3
2
1
16
15
14
13
WINGWALL DETAILS
5
34.3
41
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
8/5/2015
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8/5/2015
JA
DATEPRIN
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8/5/2015
9:5
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1 A
MY:\
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Plotsheets\0220542-
D16
0V29-005-
Outlet
Walls.d
gn
EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
SECTION
14
13
13
3
4 5
16
15
15
2
1 w barw or
2
1
(Cut to Fit)
22
3
3
1 2
PLAN SE WINGWALL PLAN NE WINGWALL
Elev. 711.18
ELEVATION SE WINGWALL
13 1314
1
4
5 5
4
1
3
2
1 2
3
2
16
Elev. 711.18
15 15
ELEVATION NE WINGWALL
4'-
6"
5'-
0"
3"
3"
6"
2‚"
3"3"
typ.
•"
1‚"
1‚"
4•"
7"
ƒ" 4•"
6"
ƒ"
3•"
3•"
TYP.
•"
(max.) (typ.)
8'-0" Post Spacing
5'-
0"
6"
(Min.)
6"
(Max.)
18"
Exp. Gap
5'-
0"
6"
2'-
8"
Pipe
~ 2" }
U-bolts
•" }
#4 Bars
Pipe
~ 1‚" }
~ Pipe
to U-bolts
Tack weld #4 bars
(All Galvanized)
and washers
U-bolts with hex nuts
~ two-•" }
(typ.)
Floor plate
7"x6"x•"
Post
pad for Aluminum
„" insulation
Steel Post or
For Galvanized
Grout (•" min.)
Fence Post
~ 2" } or 2•" }
u-bolts
for •" }
slotted holes
~ •" x •"
Post
Fence
~
~ Fence Post & Rail
Line Post (typ.)
|15" centers (typ.)
Fabric ties at
2" } Pipe (typ.)
Fabric
(typ.)
Grout (•" min.)
(typ.)
Floor Plate
7"x6"x•"
Rail (typ.)
2" } Pipe (typ.)
Line Post (typ.)
Post Brace (typ.)
Fabric
Floor Plate (typ.)
7"x6"x•"
|15" centers (typ.)
Fabric ties at
Stretcher Bar
panel for expansion
Loose wire in this
Stretcher Bar Band
Rod (typ.)
•" } Truss
~ 2" } Pipe (typ.)
Grout (•" min.) (typ.)
2" } O.D.x10" Long Tube
ITEM UNIT TOTAL
BILL OF MATERIAL
Foot
NOTES
89
CHAIN LINK FENCE DETAILS
6
Chain Link Fence, 5 Ft. Attached to Structure
Core wire size for wire fabric shall be 6 gage minimum.
end of wall.
linear foot for each structure measured along the ~ of wingwall from end of wall to
Chain Link Fence, 5 Ft. Attached to Structure will be measured to the nearest
end posts to with the stretcher bar is attached.
Connect the lower end of the •" } truss rod to the bottom of the pull posts and
posts only.
brace and •" } truss rod are required for panels adjacent to pull posts and end
The maximum spacing allowed between pull posts and end posts is 100 ft. Post
horizontally.
Dimensions of Chain Link Fence, 5 Ft. Attached to Structure are measured
by the contract unit price for Chain Link Fence, 5 Ft. Attached to Structure.
with U-bolts with nuts, washers and #4 bars will be considered completely covered
Payment for furnishing, galvanizing and erecting the fence and frame complete
floor plates to provide for vertical alignment of posts.
All posts shall be vertical, Grout of •" minimum thickness shall be placed under
664 except all fabric shall have the top and bottom edges knuckled.
Chain Link Fence, 5 Ft. Attached to Structure shall be in accordance with Article
See Sheets 4 and 5 of 10 for fence post locations.
42
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
8/5/2015
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Plotsheets\0220542-
D16
0V29-006-Fe
nce.d
gn
EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
SECTION A-A
TYPICAL FENCE POST CONNECTION
‚
PLAN OF FLOOR PLATE
‚
A
A
PEDESTRIAN CHAIN LINK FENCE
TYPICAL SECTION
SHOWING EXPANSION DEVICE GAP
DETAIL OF PEDESTRIAN FENCE
„Typ.
Typ.
|9'-
0"
|4'-
6"
|4'-
6"
|13'-
0"
|29.4°
|8'-0"|26'-8"|1'-1"
12"
15"
min.
3"
typ.
1•" cl.
~ IL Route 53
~ Existing Culvert
Stage Removal Line
Header Beam
Temporary
Shoring
Temporary
Header Beam
Temporary
Shoring
Temporary
9" cts.
#4 Stirrups at
Top & Bottom
2-#6 Bars
Culvert
Existing
with Temporary Support System.
1" } x 11" dowel bars. Cost included
slab centered on side walls for
Drill 2-1‚" } holes in existing top
SHORING NOTES
EXISTING SECTION
SECTION THRU
SHORING LOCATION PLAN
STAGE I
ITEM UNIT
BILL OF MATERIAL
QUANTITY
N
Temporary Support System Each 1
SECTION A-A
7
TEMPORARY SUPPORT DETAILS
completely included with Temporary Support System.
Cost of field drilling of existing culvert for new dowel bars installation is considered to be
System.
This work shall be paid for at the contract unit price per Each for Temporary Support
Cost of anchorage of Temporary Header Beam is included with Temporary Support System.
remain in place until removal of the existing structure.
appropriate equipment necessary to install the contractors approved design. The shoring shall
at no additional cost to the Department. The contractor shall be responsible for determining the
contractors operation, shall be repaired by the contractor in a manner satisfactory to the Engineer
Any disturbance or damage to existing structures, utilities or other property, caused by the
contractor of responsibility for the safety of the shoring.
and sealed by an Illinois Licensed Structural Engineer. This approval will not relieve the
provided they are done so at no extra cost to the department. The calculations shall be prepared
only. The contractor may propose other means of supporting the construction/traffic staging
and details to the engineer for approval. The methods shown on the plans are for information
Temporary shoring minimum limits are shown in the plans. The contractor shall submit plans
beam.
formwork, concrete, reinforcing steel and anchorage hardware required for the temporary header
structure. This work shall also include furnishing, installing and subsequent removal of all
shapes, plates and connecting hardware when required to attach the shoring to the existing
This work shall include furnishing, installing and subsequent removal of all miscellaneous steel
and according to the applicable portions of Section 512 of the Standard Specifications.
shoring and temporary header beam according to the dimensions and details shown on the plans
This work shall consist of furnishing, installing and subsequent removal of the temporary
43
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
8/5/2015
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8/5/2015
JA
DATEPRIN
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0V29-007-
Te
mp
Shore.d
gn
EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
A
A
BSD-1
Stage construction line
INSTALLATION AND SETTING METHODS
NOTES
Bridge Deck Approach Slab
6'-0''4'-0''
Approach slab
Stage I construction Stage II construction
"B" :
"A" :
hatch block
Abutment
(E) : Indicates epoxy coating.
cementing to steel forms.
Set bar splicer assembly by nailing to wood forms or
Set bar splicer assembly by means of a template bolt.
bar
Reinforcement
bar
Reinforcement
Bars
Reinforcement
bar (E)
Threaded splicer
cl.
1•''
bar (E)
Threaded splicer
bar (E)
Threaded splicer
bar (E)
Threaded splicer
bar (E)
Threaded splicer
bar (E)
Threaded splicer
bolt
Template
''A''
''B''
Form
Form
bar (E)
Threaded splicer
bar (E)
Threaded splicer
STANDARD MECHANICAL SPLICER
Location
coupler (E)
Threaded
coupler (E)
Threaded
couplers (E)
Threaded
couplers (E)
Threaded
STANDARD BAR SPLICER ASSEMBLY
coupler (E)
Threaded
Locationlap length
Table for minimum
be spliced
Bar size toTable 1 Table 2 Table 3 Table 4
3, 4
5
6
7
8
9
1'-5''
1'-9''
2'-1''
2'-9''
3'-8''
4'-7''
1'-11''
2'-5''
2'-11''
3'-10''
5'-1''
6'-5''
2'-1''
2'-7''
3'-1''
4'-2''
5'-5''
6'-10''
2'-4''
2'-11''
3'-6''
4'-8''
6'-2''
7'-9''
Positive stop
6'-0''
#5 BAR ON STUB ABUTMENTS
BAR SPLICER ASSEMBLY FOR
INTEGRAL OR SEMI-INTEGRAL ABUTMENTS
BAR SPLICER ASSEMBLY FOR #5 BAR ON
No. required =
No. required =
coupler (E)
Mechanical
Reinforcement bar Reinforcement bar
* *
* Minimum lap length
Minimum Lap Lengths
size
Bar
required
No. assemblies
size
Bar
required
No. assembliesTable 5
BAR SPLICER ASSEMBLY AND MECHANICAL SPLICER DETAILS
or end of approach slab
Stage construction line
Stage I construction Stage II construction
if applicable
Stage line
2'-7''
3'-3''
3'-10''
5'-2''
6'-9''
8'-7''
Table 6
2'-11''
3'-8''
4'-5''
5'-10''
7'-8''
9'-8''
conjunction with black bars.
* Epoxy not required on Bar Splicer Assembly components used in
Threaded splicer bar length = min. lap length + 1•'' + thread length
Table 6: Epoxy bar, Top bar top, Class C
Table 5: Epoxy bar, Class C
Table 4: Epoxy bar, Top bar lap, 0.8 Class C
Table 3: Epoxy bar, 0.8 Class C
Table 2: Black bar, Top bar lap, 0.8 Class C
Table 1: Black bar, 0.8 Class C
alternatives.
See approved list of bar splicer assemblies and mechanical splicers for
for reinforcement bars. See Section 508 of the Standard Specifications.
Bar splicer assemblies shall be epoxy coated according to the requirements
All reinforcement shall be lapped and tied to the splicer bars.
yield strength.
Splicer bars shall be deformed with threaded ends and have a minimum 60 ksi
1-27-12
8
ITEM UNIT TOTAL
BILL OF MATERIAL
Each 87Bar Splicers
South Wall
North Wall
Bottom of Bottom Slab
Top of Bottom Slab
Bottom of Top Slab
Top of Top Slab
#5
#5
#5
#5
#6
#4
20
20
13
11
11
12
44
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
8/5/2015
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0:2 ':" / in.
8/5/2015
JA
DATEPRIN
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8/5/2015
9:5
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Y:\
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Plotsheets\0220542-
D16
0V29-008-Splicers.d
gn
EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
BORING LOGS
9
45
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
8/5/2015
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0:2 ':" / in.
8/5/2015
JA
DATEPRIN
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Borin
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Lo
g 1.dgn
EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
12072
3
4
4
2
2
2
1
2
3
2
2
2
2
3
3
6
8
10
3
4
6
4
6
4
4
6
8
5
5
17
2
3
4
5
7
9
4
4
4
4
8
4
3
4
6
4
6
6
2.4
B
1.8
P
1.0
B
0.5
B
1.0
P
1.0
P
1.0
P
1.1
B
2.5
P
1.8
P
2.0
B
0.9
B
0.6
B
0.6
B
0.9
B
18
18
21
37
31
20
20
8
10
12
15
16
15
16
14
14
18.0" ASPHALT, 6.0" CONCRETE
CLAY LOAM-brown & gray-stiff to
very stiff (Fill)
ORGANIC SILTY CLAY-dark
brown, gray & black-medium stiff
SILTY CLAY-brown-stiff
SILTY CLAY LOAM-brown-stiff
CLAY LOAM-brown-stiff
CLAYEY SAND &
GRAVEL-brown-medium dense
CLAY LOAM-gray-medium stiff to
very stiff
712.23
704.73
703.23
701.23
698.73
696.23
693.73
-5
-10
-15
-20
CME AutomaticHollow Stem Auger
Various Phase II Projects,
Various Routes, Region I
District I
7/1/13
n/a
n/a
714.23
705.2
n/a
Cook, Dupage
CB-01
824+06.53
9.56ft Left
KD
Various Phase II Projects, Various Routes, Region
I District I
, SEC. , TWP. , RNG.
022-0542
1
D-91-278-12
-25
-30
-35
-40
2
ROUTE
SECTION
DESCRIPTION
LOCATION
COUNTY DRILLING METHOD HAMMER TYPE
LOGGED BY
Page of
Date
STRUCT. NO.
Station
BORING NO.
Station
Offset
Ground Surface Elev. ft
The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer)
The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206)
BBS, form 137 (Rev. 8-99)
D
E
P
T
H
(ft) (/6")
S
W
O
L
B U
C
S
Qu
(tsf) (%)
T
S
I
O
M Surface Water Elev.
Stream Bed Elev.
Groundwater Elev.:
First Encounter
Upon Completion
After Hrs.
ft
ft
ft
ft
ft
D
E
P
T
H
(ft) (/6") (tsf) (%)
TQuS
W
O
L
B U
C
S
M
O
I
S
SOIL BORING LOG
GSI Job No.
Various Phase II Projects,
Various Routes, Region I
District I
Cook, Dupage
D-91-278-12
5
6
6
7
14
25
9
10
17
4
4
6
0.8
B
1.0
P
1.3
P
14
26
22
16
CLAY LOAM-gray-medium stiff to
very stiff (continued)
SILTY LOAM-gray-medium dense
SILTY CLAY-gray-stiff
End Of Boring @ -50.0'. Boring
backfilled with cuttings.
668.73
666.23
664.23
-45
-50
-55
-60
CME AutomaticHollow Stem Auger
n/a
n/a
714.23
705.2
n/a
CB-01
824+06.53
9.56ft Left
KD
Various Phase II Projects, Various Routes, Region
I District I
, SEC. , TWP. , RNG.
022-0542
7/1/13
2 2
12072
ROUTE
SECTION
DESCRIPTION
LOCATION
COUNTY DRILLING METHOD HAMMER TYPE
LOGGED BY
Page of
Date
STRUCT. NO.
Station
BORING NO.
Station
Offset
Ground Surface Elev. ft
The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer)
The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206)
BBS, form 137 (Rev. 8-99)
D
E
P
T
H
(ft) (/6")
S
W
O
L
B U
C
S
Qu
(tsf) (%)
T
S
I
O
M Surface Water Elev.
Stream Bed Elev.
Groundwater Elev.:
First Encounter
Upon Completion
After Hrs.
ft
ft
ft
ft
ft
SOIL BORING LOG
GSI Job No.Geo Services, Inc.Geotechnical, Environmental & Civil Engineering
805 Amherst Court, Suite 204Naperville, Illinois 60565
(630) 355-2838
Geo Services, Inc.Geotechnical, Environmental & Civil Engineering
805 Amherst Court, Suite 204Naperville, Illinois 60565
(630) 355-2838
BORING LOGS
10
46
USER NAME =
PLOT SCALE =
PLOT DATE =
REVISED -
-
-
-
REVISED
REVISED
REVISED
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SHEET NO. OF 10 SHEETS
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
DESIGNED - CTW
-
-
-
CDLCHECKED
DRAWN
8/5/2015
ja
0:2 ':" / in.
8/5/2015
JA
DATEPRIN
T
DA
TE:
8/5/2015
9:5
4:2
4
AM
Y:\
13015
WO 1 Gle
n
Crest
Cree
k\
DG
N\
Brid
ge\
Fin
al\
Plotsheets\0220542-
D16
0V29-010-
Borin
g
Lo
g 2.d
gn
EFK Moen,LLC
Civil Engineering Design
Phone 618-206-4250Fairview Heights, IL 62208
303 Fountains Parkway, Suite 240
DUPAGES.N. 022-0542 (11'x9' BOX CULVERT) - STA 824+43.29
534X-B 66
F.A.P.
870
CONTRACT NO. 60V29
Geo Services, Inc.Geotechnical, Environmental & Civil Engineering
805 Amherst Court, Suite 204Naperville, Illinois 60565
(630) 355-2838
12072
7/1/13
KD
1
Various Phase II Projects,
Various Routes, Region I
District I
CME AutomaticHollow Stem Auger
n/a
n/a
Various Phase II Projects, Various Routes, Region
I District I
, SEC. , TWP. , RNG.
3
5
7
3
4
6
1
2
3
2
2
2
1
1
2
3
4
8
5
8
5
6
10
13
3
6
8
4
6
9
6
8
10
4
6
8
6
8
10
4
6
7
4.1
B
3.3
B
1.2
B
1.3
P
0.5
B
2.0
B
1.8
B
1.0
P
1.0
B
1.0
B
1.2
B
1.5
P
1.8
B
1.0
P
16
18
28
28
28
14
17
20
25
16
17
14
22
14
CLAY LOAM-brown & gray-stiff to
very stiff (continued)
712.75
704.87
701.37
-5
-10
-15
714.37
704.4
n/a
Cook, Dupage
CB-02
824+75.54
10.56ft Left
022-0542
D-91-278-12
-25
-30
-35
2
6
8
5
7
7
1.8
B
1.0
P
15 15
9.5" ASPHALT, 10.0" CONCRETE
CLAY LOAM-brown & gray-stiff to
hard (Fill)
SILTY CLAY-brown &
gray-medium stiff to stiff
CLAY LOAM-brown & gray-stiff to
very stiff
becoming gray @ -15.5'
End Of Boring @ -40.0'. Boring
backfilled with cuttings.674.37-20 -40
1
ROUTE
SECTION
DESCRIPTION
LOCATION
COUNTY DRILLING METHOD HAMMER TYPE
LOGGED BY
Page of
Date
STRUCT. NO.
Station
BORING NO.
Station
Offset
Ground Surface Elev. ft
The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer)
D
E
P
T
H
(ft) (/6")
S
W
O
L
B U
C
S
Qu
(tsf) (%)
T
S
I
O
M Surface Water Elev.
Stream Bed Elev.
Groundwater Elev.:
First Encounter
Upon Completion
After Hrs.
ft
ft
ft
ft
ft
D
E
P
T
H
(ft) (/6") (tsf) (%)
TQuS
W
O
L
B U
C
S
M
O
I
S
SOIL BORING LOG
GSI Job No.
The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206)
BBS, form 137 (Rev. 8-99)
3
3
4
2
2
3
3
4
6
3
4
6
4
5
7
4
5
12
6
9
14
4
6
6
6
8
9
5
6
8
4
10
8
4
7
10
9
9
11
3
8
9
6
8
10
4
6
7
3.2
B
1.8
B
1.7
B
1.0
P
1.4
B
2.0
B
1.0
B
1.6
B
2.7
B
1.6
B
1.1
B
2.9
B
1.5
P
20
21
19
33
19
19
5
16
16
16
15
14
15
14
17
15
14.0" ASPHALT
CLAY LOAM-dark brown &
gray-stiff to very stiff (Fill)
TOPSOIL-black
CLAY-gray-stiff
SILTY CLAY LOAM-gray-medium
GRAVEL-gray-medium dense
SILTY LOAM-gray-medium dense
SILTY LOAM-gray-medium dense
(continued)
CLAY LOAM-gray-stiff to very stiff
End Of Boring @ -40.0'. Boring
backfilled with cuttings.
713.15
705.81
704.31
701.31
698.81
696.31
693.81
674.31
-5
-10
-15
-20
12072
CME AutomaticHollow Stem Auger
Various Phase II Projects,
Various Routes, Region I
District I
7/2/13
n/a
n/a
714.31
704.3
n/a
Cook, Dupage
CB-03
824+98.15
18.98ft Right
KD
Various Phase II Projects, Various Routes, Region
I District I
, SEC. , TWP. , RNG.
022-0542
1
D-91-278-12
-25
-30
-35
-40
1
ROUTE
SECTION
DESCRIPTION
LOCATION
COUNTY DRILLING METHOD HAMMER TYPE
LOGGED BY
Page of
Date
STRUCT. NO.
Station
BORING NO.
Station
Offset
Ground Surface Elev. ft
The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer)
The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206)
BBS, form 137 (Rev. 8-99)
D
E
P
T
H
(ft) (/6")
S
W
O
L
B U
C
S
Qu
(tsf) (%)
T
S
I
O
M Surface Water Elev.
Stream Bed Elev.
Groundwater Elev.:
First Encounter
Upon Completion
After Hrs.
ft
ft
ft
ft
ft
D
E
P
T
H
(ft) (/6") (tsf) (%)
TQuS
W
O
L
B U
C
S
M
O
I
S
SOIL BORING LOG
GSI Job No.Geo Services, Inc.Geotechnical, Environmental & Civil Engineering
805 Amherst Court, Suite 204Naperville, Illinois 60565
(630) 355-2838
PROPOSED 11'X9' RBC
SN 022-0542
PR GABION BASKETS
10'
PR RIFFLE POOL (6-IN DEPTH)
EX. ROW
PR. ROW
TE
10'
5'
ST
A.
824
+28
BE
GIN
GA
BIO
N
BA
SK
ET
S
ST
A.
824
+63
EN
D
GA
BIO
N
BA
SK
ET
S
ST
A.
824
+73
EN
D
RIP
=R
AP
GLEN CREST CREEK
IL ROUTE 53
825+00824.25
702
703
704
705
706
704.1
0
703.6
0
703.6
0
704.1
0
705.0
0
+62.0
+50.0
+52.0
+63.5
+73.0
RIFFLE POOL PROFILE (A-A)
+00.30%
A A
10:1
825+00
A5 RIP RAP
A5 RIP RAP
1
DUPAGE
60V29
EFK Moen,LLC
Civil Engineering Design
DB
SLD
3.19%
WATERS OF THE U.S. LEGEND:
WATERS OF THE U.S. PERMANENT IMPACT AREA TEMPORARY IMPACT AREA
0.01 ACRES TEMPORARY IMPACT)
(0.03 ACRES PERMANENT IMPACT,
WOUS #1 - 0.04 ACRES
SECTION COUNTY
ILLINOIS FED. AID PROJECT
870 66 47
TOTAL
SHEETS
SHEET
NO.RTE.
534X-B
CONTRACT NO.
SCALE: N.T.S.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-047-outfall-stabilization-detail.dgn
jdUSER NAME =
PLOT SCALE = 10.0000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.P.
OUTFALL STABILIZATION SHEET
SHEET 1 OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-$MODELNAME$
8/6/2015
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 jdUSER NAME =
PLOT SCALE = 99.9998 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
-
-
-
REVISED
REVISED
REVISED
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
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISAND FACE OF CURB & EDGE OF SHOULDER >= 15' (4.5 m)
R. BORO 09-06-11
DRIVEWAY DETAILS - DISTANCE BETWEEN R.O.W. 870 534X-B DUPAGE 66 48
CONTRACT NO. 60V29
F.A.P.
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-048-bd01.dgn
EXISTING PAVEMENT
NOTES:
*
*
*
1.
2.
PROPOSED UNSUITABLE SUBGRADE REMOVAL AND REPLACEMENT
1.
2.
SEE NOTE 1.
UTILITY OR STORM SEWER TRENCH
OTHERWISE SHOWN.
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS
BD400-04 (BD-22)
THICKNESS AND MATERIALS
SEE TYPICAL SECTIONS FOR
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 jdUSER NAME =
PLOT SCALE = 100.000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
10-25-94
R. SHAH
R. BORO 09-04-07
R. BORO 01-01-07
A. ABBAS 04-27-98
OR MILLED SURFACETOP OF EXIST. HMA
K. ENG 10-27-08
FOR PATCHING FIRST CONSTRUCTION6 (150) MIN.
FOR PATCHING FIRST CONSTRUCTION
AND HMA REPLACEMENT OVER PATCHES
(SEE TYPICAL SECTIONS FOR THICKNESS)
HMA REMOVAL OVER PATCHES
PATCHING FOR MILL FIRST CONSTRUCTION).
FIRST CONSTRUCTION OR IN THE COST OF PAVEMENT
OF HMA REMOVAL OVER PATCHES FOR PATCHING
OVERLAY, TYPICAL (INCLUDED IN THE COST
SAW CUT/SCORING EXIST. HMA
ON EACH SIDE OF THE TRENCH.
OVER A TRENCH SHALL BE 12 (300) WIDER
THE WIDTH OF THE FULL DEPTH PATCH
ASPHALT OVERLAY REMOVAL".
PROVISION "PATCHING WITH HOT-MIX
OF PAYMENT, SEE RECURRING SPECIAL
FOR METHOD OF MEASUREMENT AND BASIS
1.
2.
3.
SEQUENCE OF CONSTRUCTION (PATCHING FIRST)
BE PATCHED.
REPLACE HMA MATERIAL OVER THE AREA TO
REMOVE AND REPLACE WITH CLASS C OR D PATCH.
THE AREA TO BE PATCHED.
REMOVE THE EXISTING HMA MATERIAL OVER
SEQUENCE OF CONSTRUCTION (MILLING FIRST)
TO TOP OF MILLED SURFACE.
REMOVE AND REPLACE WITH FULL DEPTH CLASS D PATCHES
PLACE AFTER MILLING.
A MINIMUM OF 2 INCHES OF HMA MATERIAL SHALL BE IN
PAVEMENT OR IF THE PAVEMENT IS FULL DEPTH HMA.
OR MORE OF HMA MATERIAL ON TOP OF THE EXISTING
MILL HMA FIRST IF THERE IS AT LEAST 4• INCHES
THE COST OF PAVEMENT PATCHING)
SAW CUT/SCORING, TYPICAL (INCLUDED IN
THICKNESS SPECIFIED
PATCH OF THE
CLASS C OR CLASS D
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISHMA SURFACED PAVEMENT
PAVEMENT PATCHING FOR870 534X-B DUPAGE
CONTRACT NO. 60V29
66 49
F.A.P.
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-049-bd22.dgn
TAPER LENGTH
BUTT JOINT DETAIL
MILLED TEMPORARY RAMP
EXIST. PAVEMENT
**
*
A: MAINLINE ROADWAYS AND MAJOR SIDE ROADS.
OPTION 2
NOTES
C:
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.
**
*
* **
B: MINOR SIDE ROADS.
HMA TAPER DETAIL
FOR RESURFACING ONLY
TYPICAL BUTT JOINT AND HMA TAPER
FOR MILLING AND RESURFACING
TYPICAL BUTT JOINT AND HMA TAPER
HMA CONSTRUCTED TEMPORARY RAMP
PRIOR TO PLACING THE PROPOSED HMA COURSES.
OF THE EXISTING HMA SURFACE.
HMA TAPER
BUTT JOINT AND
PC CONCRETE, HMA OR HMA RESURFACED PAVEMENT.
REMOVAL - BUTT JOINT)
OF HMA SURFACE
SAW CUT (INCLUDED IN THE COST
REMOVAL - BUTT JOINT)
OF HMA SURFACE
SAW CUT (INCLUDED IN THE COST
SURF.
EXIST. HMA
PROP. HMA SURFACE REMOVAL
FULL THICKNESS OF MILLING
PROP. PAY LIMIT OF HMA SURF. REMOVAL
SURF.
EXIST. HMA
FULL THICKNESS OF MILLING
PROP. PAY LIMIT OF HMA SURF. REMOVAL
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)
SURFACE
EXIST. HMA
G: SEE ARTICLE 406.08 AND 406.14 OF THE STANDARD SPECIFICATIONS
1• (3
8)
4'-6" (1.35 m)
1• (40) FOR C AND D MIX
1ƒ (45) FOR E AND F MIX
FOR BUTT JOINT
4'-6" (1.35 m) PAY LIMIT
1• (40) FOR C AND D MIX
1ƒ (45) FOR E AND F MIX
MIN.
1•
" (3
8)
1• (40) FOR C AND D MIX
1ƒ (45) FOR E AND F MIX
1• (40) FOR C AND D MIX
1ƒ (45) FOR E AND F MIX
- BUTT JOINT)
OF HMA OR P.C.C. SURFACE REMOVAL
SAW CUT (INCLUDED IN THE COSTSURFACE REMOVAL - BUTT JOINT
PROP. HMA OR PCC
EXIST. HMA OR PCC SURFACE
15'-0" (4.5 m) (NOTE "B")
30'-0" (9.0 m) (NOTE "A")
INCLUDED IN COST OF HMA SURFACE REMOVAL - BUTT JOINT
F: INSTALLATION AND REMOVAL OF THE 4'-6" (1.35 m) TEMP. RAMP IS
10'-0" (3.0 m) PER 1 (25) RESURFACING (NOTE "B")
20'-0" (6.1 m) PER 1 (25) RESURFACING (NOTE "A")
OTHERWISE SHOWN.
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS
E: TAPER THE TEMP. RAMP AT A RATE OF 3'-0" (900 mm) PER 1 INCH (25 mm) OF MILLING THICKNESS.
FOR "PORTLAND CEMENT CONCRETE SURFACE REMOVAL- BUTT JOINT".
FOR "HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT" OR
PER SQUARE YARD (SQUARE METER)
THE BUTT JOINT WILL BE PAID FOR AT THE CONTRACT UNIT PRICE
FOR "HMA AND/OR PCC SURFACE REMOVAL, BUTT JOINT".
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 jdUSER NAME =
PLOT SCALE = 99.9998 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
06-13-90
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
(NOTE "E")
(NOTE "C")
TEMP. RAMP
(NOTE "D")
BUTT JOINT
PAY LIMIT FOR
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISHMA TAPER DETAILS
BUTT JOINT AND870 534X-B DUPAGE
CONTRACT NO. 60V29
66 50
F.A.P.
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-050-bd32.dgn
BASIS OF PAYMENT:
6:1 TAPER
EDGE OF PAVEMENT
VARIES
BASED ON MANUFACTURER'S SPECIFICATIONS
MAX.
BD600-10 (BD 34)
OTHERWISE SHOWN.
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS
BASED ON MANUFACTURER'S SPECIFICATIONS
GUARDRAIL TBT TAPER OR FLARE
TBT = TRAFFIC BARRIER TERMINAL
37'-6" (11.4 m) MIN. 50'-0" (15.2 m)
UNLESS OTHERWISE NOTED
10'-0" (3.0 m)
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 jdUSER NAME =
PLOT SCALE = 99.9998 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
-
-
-
-
REVISED
REVISED
REVISED
09-22-90
M. DE YONG
OF RAIL 3'-0" (900)
DISTANCE FROM FACE
E. GOMEZ 08-28-00
R. BORO 01-01-07
R. BORO 12-08-2008
2'-9" (825) CURB & GUTTER
2'-6" (750) SHOULDER
OR NEW GUARDRAIL
CONNECT TO IN-PLACE
A
A
"HOT-MIX ASPHALT SHOULDERS 6" (150 mm)".
PER SQUARE YARD (SQUARE METER) FOR
PAID FOR AT THE CONTRACT UNIT PRICE
HMA SHOULDERS 6 (150) (IF REQUIRED) WILL BE
SHOULDER TREATMENT AT TBT TY. 1 SPL.
DEPRESSED CURB AND GUTTER AND
OR HMA SHOULDER STABILIZATION
EDGE OF AGGREGATE SHOULDER
OR HMA SHOULDER STABILIZATION
EDGE OF AGGREGATE SHOULDER
PAVEMENT
GUARD RAIL
STEEL PLATE BEAM
33
(835)
6
(150)
12
(300)
31‡ (8
10)
TO
NE
W
27• (6
90)
TO
EXIS
TIN
G
24‡ (6
32)
TO
NE
W
21 (5
25)
TO
EXIS
TIN
G
(SEE NOTE 1)
AGGREGATE SHOULDERS 10 (250)
(DEPRESSED CURB & TERMINAL SECTION)
COMB. CONC. CURB & GUTTER
[FOR ROADWAY SPEED 35 MPH (60 kmh) TO 45 MPH (70 kmh)]
GUARD RAIL ADJACENT TO CURB AND GUTTER
DETAILS FOR STEEL PLATE BEAM
SHALL EXTEND UNDER THE TRAFFIC BARRIER TERMINAL.
NOTES: 1. THE AGGREGATE SHOULDER, 10" OR HMA SHOULDER, 6" (IF REQUIRED)
SECTION A-A
2.
TO GUARD RAILING PRIOR TO THE MIDWEST GUARDRAIL SYSTEM.
"EXISTING" GUARDRAIL REFERS TO CONNECTING TERMINAL SECTION
SUB-BASE
REVISED R. BORO 09-14-2009
SHOULDER TREATMENT AT TBT TY 1 SPL.
DETAILS FOR DEPRESSED CURB & GUTTER AND
3.
IN-PLACE GUARDRAIL.
SECTION HEIGHT TO BE PLACED MUST MATCH THE HEIGHT OF THE
COST INCLUDED WITH THE COST OF THE TERMINAL. THE TERMINAL
IN-PLACE BEFORE ORDERING THE NEW TERMINAL SECTION.
THE CONTRACTOR SHALL VERIFY THE TYPE/HEIGHT OF GUARDRAIL
WILL BE PAID FOR SEPARATELY.
BARRIER TERMINAL, OF THE TYPE SPECIFIED
STEEL PLATE BEAM GUARD RAIL AND TRAFFIC
WITH CURB AND GUTTER
DEPRESSED CURB FOR URBAN CROSS SECTION
BACK OF CURB & GUTTER
EDGE OF SHOULDER OR
SPECIFICATIONS
OFFSET BASED ON MANUFACTURERS'
CROSS SLOPE
1:10 MAX
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 870 534X-B DUPAGE
CONTRACT NO. 60V29
5166
F.A.P.
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-051-bd34.dgn
OUTLETINLET
FLAT SLAB TOP
84" CIRCULAR
8"
8"
VAR.
12'
MAX.
2'-0"
8"
STEPS SPACED AT
12" TO 16" CTS
2"| R
ELEVATION
2'-0"
84" CIRCULAR
T
48"
6"
8"
d
t
d/2 +1
8"
8'
MAX.
2'-MIN.
20'-MAX.
TOP OF MASONRY
ELEVATION
*
8"
3"
8"
3"
PREFABRICATED REINFORCED CONCRETE SLAB
WHEN THE PRECAST REINFORCED CONCRETE
SECTIONS ALTERNATE IS USED
PRECAST REINFORCED CONCRETE SLAB WITH
SAND CUSHION
REINFORCED CAST-IN-PLACE CLASS X
CONCRETE
OR
OR*
*
FLAT SLAB
TOP
SAND CUSHION
5"
VARIABLE
•"
•"
CHECKERED TREAD
1"R
T…"
A A
2"
•"
INSIDE FACE
OF STRUCTURE
12•"
ƒ"1"
…"
SEC. A-A
CAST IRON STEPS
ALTERNATE MATERIALS FOR RISERS
CONCRETE MASONRY UNITS
PRECAST REINFORCED CONCRETE SECTIONS
CAST-IN-PLACE CONCRETE
T(MIN.)
5"
4"
6"
#6 BARS
TOP & BOTTOM
4'-0
" DI
A.
RADIU
S
6•"
2"
2"
2"
6•"
6•"
2"2"
2"
#4 BAR C
TOP & BOTTOM
(SEE TABLE)
TYPICAL LOCATION FOR
LIFTING DEVICE
PLACED AT BOTTOM
6•"
6•"
6•"
2"2"
2"
2"2"
2"
2"
2"2"
SHOWING REBAR REINFORCEMENT
PLAN
REBAR-TYPICAL
2"
2"2'-0
" DI
A.
#6 BARS
TOP & BOTTOM
2"
2"
2"
2"
5"
#4 BAR C
TOP & BOTTOM
(SEE TABLE)
5"
5"
5"
5"5"
5"5"5"5"
2"2"
2"
2"2"
2"
2"2"
5"
5"
5"
5"
5"
#6 BARS
TOP & BOTTOM
5'-0"LONG
4'-0
" DI
A.
2"
#4 BAR C
TOP & BOTTOM
(SEE TABLE)
WELDED WIRE FABRIC TYPICAL
PLACED AT BOTTOM
SHOWING WELDED WIRE FABRIC REINFORCEMENT
TOP & BOTTOM
2"
#5 BARS
3'-0"LONG
2'-0
" DI
A.
#4 BAR C
TOP & BOTTOM
(SEE TABLE)
B B
98" MIN.
8"
6"6"
MIN. MIN.
84" RISER
BAR C
SECTION B-B
DIAMETER
OF OPENING
REINFORCEMENT
"A " WWF
EACH DIRECTIONS
BAR
SIZEOR
BAR C
SIZE LENGTH RADIUS
2'-0"
4'-0"
1.06 SQ.IN./LIN.FT.
0.82 SQ.IN./LIN.FT.
#6
#6
#4
#4
6'-0"
9'-0"
38"
38"
GENERAL NOTES
SAND CUSHION
BD600-11 (BD-37)
6" MIN. 6" MIN.
6" MIN. 6" MIN.
1•" CL. TYP.
2" MIN.
1•"
2•"1•"
1•"
NOTE: THIS STRUCTURE SHOULD BE USED WITH PIPES
SIZE 54" DIA. OR SMALLER.
TABLE
PLAN
1•"
1•" CL. TYP.
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 jdUSER NAME =
PLOT SCALE = 99.9998 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
10-18-02
LIFTING DEVICES SHALL BE APPROVED BY THE ENGINEER.
MATCH AND FIT THE RISER JOINT DETAIL.
JOINT CONFIGURATION AND DIMENSIONS OF FLAT SLAB TOP SHALL
0.46 SQUARE INCH PER LINEAR FOOT IN BOTH DIRECTIONS.
OR WELDED WIRE FABRIC. THE MINIMUM REINFORCEMENT SHALL BE
BOTTOM SLAB SHALL BE REINFORCED BY EITHER REINFORCEMENT BARS
MENT BARS WILL BE PERMITTED.
THE REQUIREMENTS OF ARTICLE 1006.10. ONLY GRADE 60 REINFORCE-
REINFORCEMENT BARS AND WELDED WIRE FABRIC SHALL CONFORM TO
CONCRETE STRENGTH SHALL BE 4,000 PSI AFTER 28 DAYS.
505.05 OF THE STANDARD SPECIFICATIONS EXCEPT THAT THE
PRECAST FLAT SLAB TOP SHALL CONFORM TO ARTICLES 505.01 THRU
AND FURNISHING AND INSTALLING FLAT SLAB TOP.
FURNISHING AND COMPACTING THE SPECIFIED BACKFILL MATERIAL,
REQUIRED, FURNISHING AND INSTALLING STEPS WHEN REQUIRED,
TYPE A, 7'-DIAMETER SHALL INCLUDE THE SAND CUSHION WHEN
STANDARD SPECIFICATIONS, THE CONTRACT UNIT PRICE FOR MANHOLES,
IN ADDITION TO THE REQUIREMENTS OF ARTICLE 612.13 OF THE
DEPTH OF THE MANHOLE IS TEN (10') OR LESS.
STEPS SHALL BE OMITTED FOR WORK IN COOK COUNTY WHEN THE
INCHES. STEPS SHALL NOT BE EXTENDED ON THE OUTSIDE.
STEPS SHALL BE EMBEDDED INTO THE WALL A MINIMUM OF THREE (3)
REQUIREMENTS OF ARTICLE 1006.14 OF THE STANDARD SPECIFICATIONS.
CAST IRON STEPS SHALL BE GRAY IRON CONFORMING TO THE
APPROVED BY THE ENGINEER.
MINIMUM REQUIREMENTS OF THE STEPS SHOWN MAY BE USED WHEN
STEPS OF OTHER DESIGN AND MATERIAL THAT CONFORM TO THE
CONCRETE. THE CAST IRON STEPS AS DETAILED HEREON ARE TYPICAL.
UNITS, PRECAST REINFORCED CONCRETE SECTIONS OR CAST-IN-PLACE
ALTERNATE MATERIAL FOR THE WALLS MAY BE CONCRETE MASONRY
SEWER TO BE CONSTRUCTED
EXISTING SEWER OR
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISMANHOLE TYPE A
7 FOOT DIAMETER870 534X-B DUPAGE
CONTRACT NO. 60V29
F.A.P.
66 52Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-052-bd37.dgn
BENCH CUT EXISTING SLOPE TYPICAL FOR EACH STEP.
TRIM TO FINAL SLOPE.
1
2
3
4
5
6
NOTES:
MERGER POINT
2
4
6
1
3
5
7
BD-51
UNLESS OTHERWISE SHOWN.
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS)
8'-0"
(2.4 m MIN.)
2'-0" (600) MAXIMUM
12'-0"
(3.6 m MAX.)
WITH ARTICLE 205.05 OF THE STANDARD SPECIFICATIONS.
EQUAL 8-INCH (200) LIFTS OF EMBANKMENT COMPACTED IN ACCORDANCE
SLOPE IS STEEPER THAN 4:1 AND THE HEIGHT IS GREATER THAN 5' (1.5 m).
SLOPES SHALL BE BENCHED ACCORDING TO THIS DETAIL WHEN THE
AND MATERIAL, NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
YARD FOR "EARTH EXCAVATION". THIS PRICE WILL INCLUDE ALL LABOR
PAID FOR AT THE CONTRACT UNIT PRICE PER CUBIC METER OR CUBIC
EXCAVATION OF BENCH CUTS WITHIN EXISTING EMBANKMENT WILL BE
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 jdUSER NAME =
PLOT SCALE = 99.9998 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
06-16-04
CADD
S.E.B.
AND COMPACTION FROM BOTTOM TO TOP IN STAIRSTEP FASHION.
CONSTRUCT SUCCEEDING BENCH CUTS AND EMBANKMENT PLACEMENT
OF THE STANDARD SPECIFICATIONS.
EXISTING FORESLOPE PREPARED IN ACCORDANCE WITH ARTICLE 205.03
CONCRETE BARRIER
GUARDRAIL OR
WIDENING (VARIES)
PROP. EMBANKMENT
2:1 MAXIMUM
PROPOSED FORESLOPE
TYPICAL BENCHING DETAIL
FOR EMBANKMENT
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISFOR EMBANKMENT WIDENING
BENCHING DETAILF.A.P.
870 534X-B DUPAGE 66 53
CONTRACT NO. 60V29
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-053-bd51.dgn
WORK AREA
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.
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.
a)
b)
48 (1.2
m)
15 (380)
21 (530)
500'| (1
50
m)
SP
EE
D
LI
MIT
> 40
MP
H (6
0 k
m/h)
CO
LL
EC
TO
R
500'| (1
50
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
OF THE MAIN ROUTE.
FLASHER MOUNTED ON IT APPROXIMATELY 500' (150 m) IN ADVANCE
ONE SIGN 48 x 48 (1.2 m x 1.2 m) WITH A
AS SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER:
SIDE ROAD WITH A SPEED LIMIT GREATER THAN 40 MPH (60 km/h)
unless otherwise shown.
All dimensions are in millimeters (inches)
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 jdUSER NAME =
PLOT SCALE = 100.000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
LHA
06-89
J. OBERLE 10-18-95
A. HOUSEH 03-06-96
A. HOUSEH 10-15-96
T. RAMMACHER 01-06-00
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
CONSTRUCTION
ROAD
LI
MIT 40
MP
H
OR
LES
S
LO
CA
L
ST
RE
ET;
SP
EE
D
OTHERWISE NOTED.
ADVANCE WARNING SIGNS ARE TO BE OMITTED ON DRIVEWAY UNLESS
SIDE ROAD LANE CLOSURE.
SHALL BE COVERED OR REMOVED WHEN NO LONGER CONSISTENT WITH THE
CONDITIONS AS DIRECTED BY THE ENGINEER. THE DIRECTIONAL ARROW
THE SPACING OF SIGNS AND BARRICADES SHALL BE ADJUSTED FOR FIELD
CONTROL DEVICES (STD. 701501, STD. 701606 OR THE APPROPRIATE STANDARD).
USE APPLICABLE PORTIONS OF THE TYPICAL APPLICATION OF TRAFFIC
AMBER LIGHTS ON EACH.
TYPE III BARRICADES WITH TWO FLASHING
FLASHING AMBER LIGHT ON EACH, OR
TYPE I OR TYPE II BARRICADES WITH ONE
CONTROL STANDARDS OR ITEMS.
AND DRIVEWAYS SHALL BE INCIDENTAL TO THE COST OF SPECIFIED TRAFFIC
THE TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS,
LIGHTS ON EACH.
WITH TWO FLASHING AMBER
TYPE III BARRICADES
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISTRAFFIC CONTROL AND PROTECTION FOR
SIDE ROADS, INTERSECTIONS, AND DRIVEWAYSTC-10
870 534X-B DUPAGE
CONTRACT NO. 60V29
66 54
F.A.P.
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-054-tc10.dgn
ON
LY
ONLY
ONLY
ONLY
ONLY
2' (600)
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 jdUSER NAME =
PLOT SCALE = 100.000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
03-19-90
EVERS T. RAMMACHER 10-27-94
SCHOOL PEDESTRIANBICYCLE & EQUESTRIAN
10'
E
MULTI-LANE UNDIVIDED
MULTI-LANE DIVIDED
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
(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"
DIAGONAL LINES.
CANNOT BE ATTAINED, USE 5 (FIVE) EQUALLY SPACED
FOR MEDIAN LENGTHS WHERE DIAGONAL SPACING
DIAGONAL LINE SPACING:
NOTE: MEDIANS WITH BARRIER CURB DO NOT REQUIRE AN EDGE LINE
~
*
*
E
2 2
ARROW - "ONLY".
CENTERLINE ON 2 LANE PAVEMENT
PAVEMENT
CENTERLINE ON MULTI-LANE UNDIVIDED
FOR BOTH DIRECTIONS
FOR ONE DIRECTION
NO PASSING ZONE LINES:
LANE LINES
TURN LANE MARKINGS)
(EXTENSIONS OF CENTER, LANE OR
DOTTED LINES
EXTENDED
SAME AS LINE BEING
EDGE LINES
TURN LANE MARKINGS
TWO WAY LEFT TURN MARKING
B. LONGITUDINAL BARS (SCHOOL)
A. DIAGONALS (BIKE & EQUESTRIAN)
CROSSWALK LINES (PEDESTRIAN)
STOP LINES
PAINTED MEDIANS
CHANNELIZING LINES
GORE MARKING AND
RAILROAD CROSSING
SHOULDER DIAGONALS
CONSTRUCTION AND STATE STANDARD 780001.
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
FOR FURTHER DETAILS ON PAVEMENT MARKING REFER TO
2 (50) TO EDGE OF EDGE LINE
4 (100) WHITE EDGE LINE
4 (100) YELLOW ~
11 (280) C-C
1• (40) 5• (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
OUTSIDE OF LINES
4' (1.2 m) OUTSIDE TO
2-4 (100) @ 11 (280) C-C
12 (300) DIAGONALS
2-4 (100) @ 11 (280) C-C
150' (45 m) C-C (MORE THAN 45MPH (70 km/h))
75' (25 m) C-C 30MPH (50 km/h) TO 45MPH (70 km/h))
50' (15 m) C-C (LESS THAN 30MPH (50 km/h))
MEDIANS OVER 4' (1.2 m) WIDE
4 (100) YELLOW
4 (100) YELLOW LINES (5• (140) C-C)
4 (100) YELLOW LINES (5• (140) C-C)2-4 (100) YELLOW @ 11 (280) C-C
ADDITIONAL PAIRS SHALL BE PLACED AT 200' (60 m) TO 300' (90 m) INTERVALS.
A MINIMUM OF TWO PAIRS OF TURN ARROWS SHALL BE USED, WHITE IN COLOR.
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
@ 10' (3 m) OR LESS SPACING
12 (300) WHITE DIAGONALS
4 (100) YELLOW NO PASSING ZONE LINE
4 (100)
2 @ 4 (100)
4 (100)
2 @ 4 (100)
5 (125) ON FREEWAYS
4 (100)
4 (100)
EACH DIRECTION
2 @ 4 (100)
SYMBOLS (8' (2.4m))
SIZE LETTERS &
6 (150) LINE; FULL
12 (300) @ 90°
12 (300) @ 45°
2 @ 6 (150)
12 (300) WHITE
DIAGONALS @ 45°
8 (200) WITH 12 (300)
12 (300) @ 45°
8' (2.4m) LEFT ARROW
24 (600)
LINE FOR "X"
LETTERS; 16 (400)
LINES; "RR" IS 6' (1.8 m)
24 (600) TRANSVERSE6' (1.8 m) MIN.
45°
PATTERN COLOR
ISLAND
RAISED
ISLAND
RAISED
45°
SKIP-DASH
SOLID
SOLID
SOLID
SOLID
SOLID
SKIP-DASH
SKIP-DASH
SKIP-DASH
EXTENDED
SAME AS LINE BEING
YELLOW
YELLOW
YELLOW
YELLOW
WHITE-RIGHT
YELLOW-LEFT
WHITE
WHITE
WHITE
USED NEXT TO BARRIER CURB
YELLOW; EDGE LINES ARE NOT
OUTLINE MOUNTABLE MEDIANS IN
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• (140) C-C FROM SKIP-DASH CENTERLINE
OMIT SKIP-DASH CENTERLINE BETWEEN
11 (280) C-C
10' (3 m) LINE WITH 30' (9 m) SPACE
2' (600) LINE WITH 6' (1.8 m) SPACE
SEE TYPICAL CROSSWALK MARKING DETAILS.
2' (600) APART
2' (600) APART
NOT LESS THAN 6' (1.8 m) APART
POSSIBLE
POINT. PARALLEL TO CROSSROAD CENTERLINE, WHERE
OTHERWISE, PLACE AT DESIRED STOPPING
PARALLEL TO CROSSWALK, IF PRESENT.
PLACE 4' (1.2 m) IN ADVANCE OF AND
"X"=54.0 SQ. FT. (5.0 m )
"R"=3.6 SQ. FT. (0.33 m ) EACH
AREA OF:
SEE STATE STANDARD 780001
30' (9 m) C-C (OVER 45MPH (70 km/h))
20' (6 m) C-C 30MPH (50 km/h) TO 45MPH (70 km/h))
15' (4.5 m) C-C (LESS THAN 30MPH (50 km/h))
DIAGONALS:
SPACING / REMARKS
2
2
SOLID
150' (45 m) C-C (OVER 45MPH (70 km/h))
75' (25 m) C-C (30 MPH (50 km/h) TO 45MPH (70 km/h))
50' (15 m) C-C (LESS THAN 30MPH (50 km/h))
unless otherwise shown.
All dimensions are in inches (millimeters)
4' (1.2 m) WIDE MEDIANS
NO DIAGONALS USED FOR
@ 45°
12 (300) DIAGONALS
2 @ 4 (100) WITH
IN PAIRS
AND SOLID
SKIP-DASH
ONE WAY TRAFFIC
WHITE:
TWO WAY TRAFFIC
YELLOW:
MARKING DETAIL
SEE TYPICAL TWO-WAY LEFT TURN
LINE AND SKIP-DASH LINE
SKIP-DASH; 5• (140) C-C BETWEEN SOLID
10' (3 m) LINE WITH 30' (9 m) SPACE FOR
SEE TYPICAL PAINTED MEDIAN MARKING.
11 (280) C-C FOR THE DOUBLE LINE
YELLOW - LEFT
WHITE - RIGHT
C. JUCIUS 09-09-09
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISDISTRICT ONE
TYPICAL PAVEMENT MARKINGSTC-13
870 534X-B DUPAGE
CONTRACT NO. 60V29
F.A.P.
66 55Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-055-tc13.dgn
2
1
NOTES:
BEGINS XXX XX
7' (2.1
m)
MIN.
EXPECT DELAYS
AHEAD
ROAD WORK
45 (1
125)
55
77
77
7
7
(175)
7
(175)
68 (1700)
54 (1350)
58 (1450)
7. SHALL BE PAID FOR AS TEMPORARY INFORMATION SIGNING.
6. ONE SIGN ASSEMBLY EQUALS 25.70 SQ. FT. (2.3 SQ. M.)
FOR ADDITIONAL INFORMATION.
5. SEE SPECIAL PROVISION FOR "TEMPORARY INFORMATION SIGNING"
4. REMOVE PANEL 2 SOON AFTER THE START OF CONSTRUCTION.
CONSTRUCTION.
3. ERECT SIGN 1 WITH INSTALLED PANEL 2 ONE WEEK PRIOR TO THE START OF
AHEAD" SIGN AT LOCATIONS AS DIRECTED BY THE ENGINEER.
2. ERECT SIGNS IN ADVANCE OF THE LOCATION FOR THE "ROAD CONSTRUCTION
1. USE BLACK LETTERING ON ORANGE BACKGROUND.
UNLESS OTHERWISE SHOWN.
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS)
(175)
(125)(1
75)
(175)
(125)
(175)
(175)
BORDER
1 (25) BLACK
(275)
11
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 jdUSER NAME =
PLOT SCALE = 100.000 ' / in.
PLOT DATE = 8/6/2015
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
R. MIRS 09-15-97
R. MIRS 12-11-97
T. RAMMACHER 02-02-99
C. JUCIUS 01-31-07
FOR CONTRACT
MONTH AND DATE
USE APPROPRIATE
SCALE: NONE
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOISARTERIAL ROAD
INFORMATION SIGNTC-22
870 534X-B DUPAGE
CONTRACT NO. 60V29
5666
F.A.P.
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Prelim\Plotsheets\D160V29-056-tc22.dgn
10/10/14-
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
720 720
725 725
730 730
818+85.00
720 720
725 725
730 730
819+00.00
715 715
720 720
725 725
730 730
819+50.00
C=54 S.F.
C=0 S.F. F=0 S.F.
F=0 S.F.
F=0 S.F.
4"
4"
4"
C=28 S.F.
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 57
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 1 OF 10 SHEETS STA. 818+85.00 TO STA. 819+50.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=9.9 S.F.
T=4.4 S.F.
T=0.0 S.F.
EX
RO
W
EX
RO
W
722.0
0
721.0
0
~
IL. ROUTE 53
EX
RO
W
EX
RO
W
1:4
720.8
1
1:3.4
4.00 %
~
IL. ROUTE 53E
X
RO
W
EX
RO
W
1:50
1:4
1:2
719.8
1
719.3
44.00% 4.00%
1:3.9
~
IL. ROUTE 53
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
720 720
725 725
730 730
820+00.00C=80 S.F.
720 720
725 725
730 730
820+21.73
715 715
720 720
725 725
730 730
820+50.00C=87 S.F.
F=1 S.F.
F=2 S.F.
4"
4"
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 58
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 2 OF 10 SHEETS STA. 820+00.00 TO STA. 820+50.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=15.8 S.F.
T=15.4 S.F.
1:4
1:2
718.8
0
717.7
9
1:4
EX
RO
W
EX
RO
W
4.00% 4.00%
1:4
~
IL. ROUTE 53
1:50
EX
RO
W
720.0
5
717.35
4.00%1.67%
~
IL. ROUTE 53
719.5
6
4.00%
1:4
1:2
717.2
7
1:4
4.00%
1:4
716.7
9
EX
RO
W
EX
RO
W
~
IL. ROUTE 53
1:50
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
715 715
720 720
725 725
821+00.00C=97 S.F.
715 715
720 720
725 725
821+50.00
C=88 S.F.
F=2 S.F.
F=1 S.F.
4"
4"
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 59
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 3 OF 10 SHEETS STA. 821+00.00 TO STA. 821+50.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=16.4 S.F.
T=16.5 S.F.
EX
RO
W
EX
RO
W
1:41:4
1:4
1:2
715.7
3
715.7
94.00% 4.00%718.4
5
~
IL. ROUTE 53
1:50MATCH EX. MATCH EX.
1:41:4
714.7
8
EX
RO
W
EX
RO
W
1:4
715.0
4
2.00%2.00%4.00% 4.00%7
17.4
2
~
IL. ROUTE 53
1:50
1:2
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
700 700
705 705
710 710
715 715
720 720
725 725
730 730
735 735
740 740
822+00.00
C=57 S.F.
715 715
720 720
822+08.55
F=0 S.F.
4"
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 60
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 4 OF 10 SHEETS STA. 822+00.00 TO STA. 822+08.55
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=7.6 S.F.
2.00%2.00%4.00% 7
16.4
3
1:2714.3
5
EX
RO
W
1:4
3.43%
~
IL. ROUTE 53
712.72
716.0
3
2.00%716.2
8
3.97%
~
IL. ROUTE 53
712.37
715.8
8
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
710 710
715 715
720 720
822+50.00
C=64 S.F.
705 705
710 710
715 715
720 720
725 725
823+00.00
C=75 S.F.
700 700
705 705
710 710
715 715
720 720
823+50.00
F=13 S.F.C=21 S.F.
F=0 S.F.
F=3 S.F.
4"
4"
4"
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 61
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 5 OF 10 SHEETS STA. 822+50.00 TO STA. 823+50.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=6.0 S.F.
T=9.9 S.F.
T=9.6 S.F.
AB
AN
DO
N
2.00%2.00%4.00% 7
15.6
5
4.00%1:2
713.5
0
1:4
EX
RO
W
1:3
~
IL. ROUTE 53
1.50%
710.65
EX
RO
W
EX
RO
W
1:6
712.6
5
1:3
2.00%2.00% 4.00%715.1
0
4.00%
1:3
~
IL. ROUTE 53
1.50%
709.66
EX
RO
W
EX
RO
W
2.00%2.00%4.00%
4.00%714.7
9
1:6
~
IL. ROUTE 53
1.50%
709.30
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
700 700
705 705
710 710
715 715
824+00.00
F=36 S.F.C=20 S.F.
700 700
705 705
710 710
715 715
824+43.29
700 700
705 705
710 710
715 715
824+50.00
F=139 S.F.C=70 S.F.
4"
4"
4"
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 62
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 6 OF 10 SHEETS STA. 824+00.00 TO STA. 824+50.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=9.8 S.F.
T=11.7 S.F.
AB
AN
DO
N
AB
AN
DO
N
AB
AN
DO
N
EX
RO
W
EX
RO
W
2.00%2.00% 4.00%4.00% 714.7
3
TE
711.1
71:3
1:3
PR
RO
W
PR
RO
W
1:2
4.00%
~
IL. ROUTE 53
1.50%
708.92
PR
RO
W
EX
RO
W
EX
RO
W
PR
RO
W
700.6
0
701.70
714.8
6
TE
TE
3.85% 1.96% 1.59% 3.63%
1:3
4%
1:6
~
IL. ROUTE 53
1.32%
1:5.5
EX
RO
W
EX
RO
W
2.00%2.00% 4.00%4.00%
704.1
0
1:3
703.2
8
714.9
0
1:2
1:2
TE
TE
PR
RO
W
PR
RO
W
1:3
4.00%
~
IL. ROUTE 53
1.50%
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
695 695
700 700
705 705
710 710
715 715
825+00.00
F=194 S.F.C=94 S.F.
695 695
700 700
705 705
710 710
715 715
720 720
825+50.00
F=183 S.F.
4"
4"
4"
C=61 S.F.
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 63
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 7 OF 10 SHEETS STA. 825+00.00 TO STA. 825+50.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=20.2 S.F.
T=16.0 S.F.
AB
AN
DO
NA
BA
ND
ON
EX
RO
W
EX
RO
W
2.00%2.00%4.00% 4.00%
PR
RO
W
705.8
6
715.3
1
1:3
TE
PR
RO
W
1:3
4.00%
~
IL. ROUTE 53
1.50%
1:2
EX
RO
W
EX
RO
W
1:2
2.00%2.00%4.00%4.00%
TE
715.9
6
707.5
0
1:3
PR
RO
W
4.00%
~
IL. ROUTE 53
1.50%
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
705 705
710 710
715 715
720 720
826+00.00
F=162 S.F.C=50 S.F.
705 705
710 710
715 715
720 720
725 725
826+50.00
F=141 S.F.C=58 S.F.
710 710
715 715
720 720
725 725
827+00.00
F=80 S.F.C=53 S.F.
4"
4"
4"
4"
4"
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 64
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 8 OF 10 SHEETS STA. 826+00.00 TO STA. 827+00.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=12.9 S.F.
T=12.1 S.F.
T=10.9 S.F.
AB
AN
DO
NA
BA
ND
ON
AB
AN
DO
N
EX
RO
W
EX
RO
W
1:2
4.00% 4.00%
TE
PR
RO
W
709.1
3
716.8
6
2.00% 2.00%4.00%
1:2
~
IL. ROUTE 53
1.50%
EX
RO
W
EX
RO
W
1:2
TE
710.7
3
717.9
9
4.00%2.00%2.00%
4.00%4.00%
1:2
~
IL. ROUTE 53
1.50%
EX
RO
W
EX
RO
W
1:2
4.00%4.00%
TE
712.3
2
719.2
6
2.00% 2.00%
1:3
~
IL. ROUTE 53
1.50%
0
0
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
710 710
715 715
720 720
725 725
730 730
827+50.00
C=34 S.F.
715 715
720 720
725 725
730 730
828+00.00
C=62 S.F.
715 715
720 720
725 725
730 730
828+50.00
F=0 S.F.
F=5 S.F.
F=1 S.F.
C=0 S.F.
4"
4"
4"
4"
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 65
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 9 OF 10 SHEETS STA. 827+50.00 TO STA. 828+50.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=0.0 S.F.
T=7.2 S.F.
T=8.2 S.F.
AB
AN
DO
NA
BA
ND
ON
AB
AN
DO
N
EX
RO
W
EX
RO
W
4.00% 4.00%720.5
3
1:3
1:6
716.2
1
2.00%2.00%1:34.00%
~
IL. ROUTE 53
1.50%
713.30
712.76
EX
RO
W
4.00%4.00% 721.8
1
1:41:4
1:4
EX
RO
W
4.00%
~
IL. ROUTE 53
MATCH EX.MATCH EX. 1.50%
720.0
9
713.95
~
IL. ROUTE 53
714.60
0 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
720 720
725 725
730 730
829+00.00
720 720
725 725
730 730
829+50.00
735
4"
4"
F=0 S.F.C=0 S.F.
F=0 S.F.C=14 S.F.
0 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
EFK Moen,LLC
Civil Engineering Design
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
870 DUPAGE 66 66
TOTAL
SHEETS
SHEET
NO.F.A.P.
RTE.
534X-B
CONTRACT NO. 60V29
SCALE: 10'H:5'V
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME sf=USER NAME
20.0000 ' / in.=PLOT SCALE
9/21/2015=PLOT DATE
Y:\13015 WO 1 Glen Crest Creek\DGN\Design\Final\Plotsheets\D160V29-057-066-xssht-IL53.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISED
CHECKED
DRAWN CROSS SECTIONS
SHEET 10 OF 10 SHEETS STA. 827+50.00 TO STA. 828+50.00
-
-
-
-
-
-
-
-$MODELNAME$ DATE
JRD
DWB
SLD
8/6/2015
T=0.0 S.F.
T=4.6 S.F.
~
IL. ROUTE 53
4.00%
EX
RO
W
EX
RO
W
1:241:8
715.41
~
IL. ROUTE 53
EX
RO
W
EX
RO
W
716.92