11-06-2015 LETTING ITEM 002

leachbm

Typewritten Text

11-06-2015 LETTING ITEM 002

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


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


9

TYPE B-6.24 OR TYPE M-6.24


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


870 DUPAGE 66 13

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N.T.S.


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


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


9

TYPE B-6.24 OR TYPE M-6.24


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


870 DUPAGE 66 14

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N.T.S.


STATE OF ILLINOIS

FILE NAME


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


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



LEVELING BINDER (MACHINE METHOD), N70 (IL 9.5mm);3/4"

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70; 7-1/2"

SECTION COUNTY


870 DUPAGE 66 15

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N.T.S.


STATE OF ILLINOIS

FILE NAME


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


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


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


870 DUPAGE 66 16

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N/A


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.


=

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


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


1,889

2,248

3,268

3,416

SECTION COUNTY


870 DUPAGE 66 17

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N/A


STATE OF ILLINOIS

FILE NAME


jdUSER NAME =

PLOT SCALE = 100.0000 ' / in.


=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.P.


SHEET 2 OF 6 SHEETS

-

-

-

-

-

-

-

-$MODELNAME$

BJG

BJG

SLD

8/6/2015

EFK Moen,LLC


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


870 DUPAGE 66 18

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N/A


STATE OF ILLINOIS

FILE NAME


jdUSER NAME =

PLOT SCALE = 100.0000 ' / in.


=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.P.


SHEET 3 OF 6 SHEETS

-

-

-

-

-

-

-

-$MODELNAME$

BJG

BJG

SLD

8/6/2015

EFK Moen,LLC


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


870 DUPAGE 66 19

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N/A


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.


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


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


870 DUPAGE 66 20

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N/A


STATE OF ILLINOIS

FILE NAME


jdUSER NAME =

PLOT SCALE = 100.0000 ' / in.


=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.P.


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


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


870 DUPAGE 66 21

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N/A


STATE OF ILLINOIS

FILE NAME


jdUSER NAME =

PLOT SCALE = 100.0000 ' / in.


=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.P.


SHEET 6 OF 6 SHEETS

-

-

-

-

-

-

-

-$MODELNAME$

BJG

BJG

SLD

8/6/2015

PAV MARKER

EFK Moen,LLC


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


870 DUPAGE 66 22

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N.T.S.


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.


=

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


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.,


HMA BC - 8‚"

PAVT REM

BEMIS RD:


HMA SHLDR - 8‚"

NO REM (SOUTH OF CULV)

SHOULDER:


HMA SHLDR - 8‚"

PAVD SHLDR REM (NORTH OF CULV)

SHOULDER:


HMA SHLDR - 8‚"

PAVD SHLDR REM (SOUTH END)

SHOULDER:

+00.0

0

+42.0

0


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


870 DUPAGE 66 23

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 1"=50'


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.


LB (MM) N70 - ƒ"

HMA BC IL-19.0 N70 - 7•"

PAVT REM

MAINLINE:


LB (MM) N70 - ƒ"

HMA SURF REM - 2•"

MAINLINE:

+18.0

0

+10.0

0

+75.0

0

+32.0

0


LB (MM) N70 - ƒ"


MAINLINE & MARSTON AVE:


LB (MM) N70 - ƒ"

HMA BC IL-19.0 N70 - V.D.


MAINLINE:


LB (MM) N70 - ƒ"

HMA BC IL-19.0 N70 - V.D.


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


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


870 DUPAGE 66 24

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N/A


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.


=

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


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


870 DUPAGE 66 25

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N.T.S.


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.


=

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


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


870 DUPAGE 66 26

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: N.T.S.


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


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


870 DUPAGE 66 27

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 1"=50'


STATE OF ILLINOIS

jd=USER NAME


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


-

-

-

-

-

-

-

-$MODELNAME$

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


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


$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





W20-1(0)-36

M6-4(0)-2115

AHEAD

CONSTRUCTION

ROAD

SECTION COUNTY


870 DUPAGE 66 28

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 1"=50'


STATE OF ILLINOIS

jd=USER NAME


8/17/2015=PLOT DATE


=FILE NAME

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.P.



-

-

-

-

-

-

-

-$MODELNAME$

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


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


$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


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





SECTION COUNTY


870 DUPAGE 66 29

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 1"=50'


STATE OF ILLINOIS

jd=USER NAME


8/17/2015=PLOT DATE


=FILE NAME

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.P.



-

-

-

-

-

-

-

-$MODELNAME$

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


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


$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

**

**


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





SECTION COUNTY


870 DUPAGE 66 30

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 1"=50'


STATE OF ILLINOIS

jd=USER NAME


8/17/2015=PLOT DATE


=FILE NAME

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.P.



-

-

-

-

-

-

-

-$MODELNAME$

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




BE

MIS

RD.

MA

RS

TO

N

AV

E.

MA

RS

TO

N

AV

E.

IL 53 (BRYANT AVE)

EFK Moen,LLC


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


TOTAL

SHEETS

SHEET

NO.RTE.


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.


=

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


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




WATERS OF THE U.S. LEGEND:

WATERS OF THE U.S. PERMANENT IMPACT AREA TEMPORARY IMPACT AREA

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.


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.


=

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-

-$MODELNAME$

& 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


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%


(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


TOTAL

SHEETS

SHEET

NO.RTE.


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


8/6/2015=PLOT DATE


= 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


(GAS)

PIPE 16 TO 17

PIPE 10 TO 14

WM REQ @ 1.22%


INV. 714.16

INV. 712.15

(NEAR SIDE)

PIPE 15 TO 16

INV. 712.15

INV. 716.04

WM REQ @ 3.05%


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%


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%



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


TOTAL

SHEETS

SHEET

NO.RTE.


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


8/6/2015=PLOT DATE


= 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


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


870 DUPAGE 66 35

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 1"=50'


STATE OF ILLINOIS

jd=USER NAME


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


-

-

-

-

-

-

-

-$MODELNAME$

JRD

JRD

SLD

8/6/2015

820+00 825+00 830+00

EFK Moen,LLC


REMOVAL, 73'PIPE CULVERT


REMOVALSIDEWALK

REMOVALSIDEWALK

REMOVALCURB & GUTTER

GUARDRAIL REMOVAL

GUARDRAIL REMOVAL

REMOVALCURB & GUTTERTREE

REMOVE

C IL ROUTE 53


REMOVAL 15", 16'STORM SEWER




STORM SEWER REMOVAL, 18", 109'


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS

sf=USER NAME


9/21/2015=PLOT DATE

=FILE NAME

DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED


-

-

-

-

-

-

-

-$MODELNAME$

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


TOTAL

SHEETS

SHEET

NO.RTE.

SHEET NO. OF 10 SHEETS


STATE OF ILLINOIS

DESIGNED - CTW

-

-

-

CDLCHECKED

DRAWN

9/8/2015

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9/8/2015

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DATEPRIN

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D16

0V29-002-Stagin

g.d

gn

EFK Moen,LLC


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





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)



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-#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)



54-#8 a bars at 8" cts. (Top of Bott. Slab)


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)



62-#4 v bars at 8" cts. (Inside 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)



66-#8 a bars at 8" cts. (Bott. of Top Slab)


7-#8 a bars at 8" cts. (Bott. 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.)


h

h

h

a

a

#5-a bar

#5-a bar

a

a


|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


TOTAL

SHEETS

SHEET

NO.RTE.



STATE OF ILLINOIS

DESIGNED - CTW

-

-

-

CDLCHECKED

DRAWN

8/5/2015

ja

0:2 ':" / in.

8/5/2015

JA

DATEPRIN

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AM

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D16

0V29-003-

Details.d

gn

EFK Moen,LLC





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)


3'-

6"

7-#

4 h bars at

18" cts.

13'-6"

10-#

4 h bars at

12" cts.

(Lap with n bars)


3'-

6"

9'-

7"

14'-

7"

1'-6"

(Bottom of Footing)


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


Pound

BILL OF MATERIAL


Cu. Yd.


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


TOTAL

SHEETS

SHEET

NO.RTE.



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

0

AM

Y:\

13015

WO 1 Gle

n

Crest

Cree

k\

DG

N\

Brid

ge\

Fin

al\

Plotsheets\0220542-

D16

0V29-004-Inlet

Walls.d

gn

EFK Moen,LLC





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)


(Back Face)


(Front Face)


(Back Face)


(Back Face)


(Front Face)


(Top of Footing)

30-#6 t bars at 7" cts.

(Bottom of Footing)


(Top of Footing)


(Bottom of Footing)


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.


Pound

BILL OF MATERIAL


Cu. Yd.


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


TOTAL

SHEETS

SHEET

NO.RTE.



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

1 A

MY:\

13015

WO 1 Gle

n

Crest

Cree

k\

DG

N\

Brid

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Fin

al\

Plotsheets\0220542-

D16

0V29-005-

Outlet

Walls.d

gn

EFK Moen,LLC





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


TOTAL

SHEETS

SHEET

NO.RTE.



STATE OF ILLINOIS

DESIGNED - CTW

-

-

-

CDLCHECKED

DRAWN

8/5/2015

ja

0:2 ':" / in.

8/5/2015

JA

DATEPRIN

T

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2

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EFK Moen,LLC





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


TOTAL

SHEETS

SHEET

NO.RTE.



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

2

AM

Y:\

13015

WO 1 Gle

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Plotsheets\0220542-

D16

0V29-007-

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Shore.d

gn

EFK Moen,LLC





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


TOTAL

SHEETS

SHEET

NO.RTE.



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

3

AM

Y:\

13015

WO 1 Gle

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Plotsheets\0220542-

D16

0V29-008-Splicers.d

gn

EFK Moen,LLC





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


TOTAL

SHEETS

SHEET

NO.RTE.



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

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DG

N\

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Fin

al\

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D16

0V29-009-

Borin

g

Lo

g 1.dgn

EFK Moen,LLC





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.



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


n/a

n/a

714.23

705.2

n/a

CB-01

824+06.53

9.56ft Left

KD


I District I


022-0542

7/1/13

2 2

12072

ROUTE

SECTION

DESCRIPTION

LOCATION


LOGGED BY

Page of

Date

STRUCT. NO.

Station

BORING NO.

Station

Offset





D

E

P

T

H

(ft) (/6")

S

W

O

L

B U

C

S

Qu

(tsf) (%)

T

S

I

O


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


(630) 355-2838

BORING LOGS

10

46

USER NAME =

PLOT SCALE =

PLOT DATE =

REVISED -

-

-

-

REVISED

REVISED

REVISED

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.



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





534X-B 66

F.A.P.

870

CONTRACT NO. 60V29

Geo Services, Inc.Geotechnical, Environmental & Civil Engineering


(630) 355-2838

12072

7/1/13

KD

1



District I


n/a

n/a


I District I


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


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


hard (Fill)

SILTY CLAY-brown &

gray-medium stiff to stiff


very stiff

becoming gray @ -15.5'


backfilled with cuttings.674.37-20 -40

1

ROUTE

SECTION

DESCRIPTION

LOCATION


LOGGED BY

Page of

Date

STRUCT. NO.

Station

BORING NO.

Station

Offset



D

E

P

T

H

(ft) (/6")

S

W

O

L

B U

C

S

Qu

(tsf) (%)

T

S

I

O


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.



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



(continued)

CLAY LOAM-gray-stiff to very stiff


backfilled with cuttings.

713.15

705.81

704.31

701.31

698.81

696.31

693.81

674.31

-5

-10

-15

-20

12072




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


I District I


022-0542

1

D-91-278-12

-25

-30

-35

-40

1

ROUTE

SECTION

DESCRIPTION

LOCATION


LOGGED BY

Page of

Date

STRUCT. NO.

Station

BORING NO.

Station

Offset





D

E

P

T

H

(ft) (/6")

S

W

O

L

B U

C

S

Qu

(tsf) (%)

T

S

I

O


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


(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


DB

SLD

3.19%

WATERS OF THE U.S. LEGEND:

WATERS OF THE U.S. PERMANENT IMPACT AREA TEMPORARY IMPACT AREA




SECTION COUNTY


870 66 47

TOTAL

SHEETS

SHEET

NO.RTE.

534X-B

CONTRACT NO.

SCALE: N.T.S.


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.


=

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)


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.


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)


AGGREGATE BASE CSE., TYPE B, 8 (200)


MIX "D", N50, 2 (50)

HMA SURFACE COURSE,


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.


=

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


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


TOTAL

SHEETS

SHEET

NO.RTE.



PLOT SCALE = 100.000 ' / in.


=

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


STATE OF ILLINOISHMA SURFACED PAVEMENT

PAVEMENT PATCHING FOR870 534X-B DUPAGE

CONTRACT NO. 60V29

66 49

F.A.P.


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



MIN.

1•

" (3

8)





- 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.


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


TOTAL

SHEETS

SHEET

NO.RTE.



PLOT SCALE = 99.9998 ' / in.


=

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


STATE OF ILLINOISHMA TAPER DETAILS

BUTT JOINT AND870 534X-B DUPAGE

CONTRACT NO. 60V29

66 50

F.A.P.


BASIS OF PAYMENT:

6:1 TAPER

EDGE OF PAVEMENT

VARIES

BASED ON MANUFACTURER'S SPECIFICATIONS

MAX.

BD600-10 (BD 34)

OTHERWISE SHOWN.


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


TOTAL

SHEETS

SHEET

NO.RTE.



PLOT SCALE = 99.9998 ' / in.


=

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


STATE OF ILLINOIS 870 534X-B DUPAGE

CONTRACT NO. 60V29

5166

F.A.P.


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


TOTAL

SHEETS

SHEET

NO.RTE.



PLOT SCALE = 99.9998 ' / in.


=

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


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


TOTAL

SHEETS

SHEET

NO.RTE.



PLOT SCALE = 99.9998 ' / in.


=

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


STATE OF ILLINOISFOR EMBANKMENT WIDENING

BENCHING DETAILF.A.P.

870 534X-B DUPAGE 66 53

CONTRACT NO. 60V29


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


TOTAL

SHEETS

SHEET

NO.RTE.



PLOT SCALE = 100.000 ' / in.


=

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


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


TOTAL

SHEETS

SHEET

NO.RTE.



PLOT SCALE = 100.000 ' / in.


=

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


30' (9 m)

2 (50)

10' (3 m)

4 (100) WHITE LANE LINE2 (50) 4 (100) YELLOW EDGE LINE

4 (100) YELLOW 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


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


TOTAL

SHEETS

SHEET

NO.RTE.



PLOT SCALE = 100.000 ' / in.


=

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


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


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


870 DUPAGE 66 57

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



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


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


870 DUPAGE 66 58

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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


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


870 DUPAGE 66 59

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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


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


870 DUPAGE 66 60

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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


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


870 DUPAGE 66 61

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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


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


870 DUPAGE 66 62

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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


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


870 DUPAGE 66 63

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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


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


870 DUPAGE 66 64

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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


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


870 DUPAGE 66 65

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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


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


870 DUPAGE 66 66

TOTAL

SHEETS

SHEET

NO.F.A.P.

RTE.

534X-B

CONTRACT NO. 60V29

SCALE: 10'H:5'V


STATE OF ILLINOIS



9/21/2015=PLOT DATE


= DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED



-

-

-

-

-

-

-

-$MODELNAME$ 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

11-06-2015 LETTING ITEM 002

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Transcript of 11-06-2015 LETTING ITEM 002