existing legend proposed legend€¦ · plot date = 5/12/2014 date designed checked...

SECTION COUNTY

ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO.

2

TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE: N/A

dwozniarskiUSER NAME =

PLOT SCALE = 20.0000 ’ / in.

PLOT DATE = 5/12/2014 DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

DIVISION OF TRANSPORTATION

KANE COUNTY KANE AND GENERAL NOTES

SUMMARY OF QUANTITIES

SN 045-5543 & SN 045-5544

P2general notes.d

gn

14-00413-02-BR

SHEET NO. 1 OF 1 SHEETS

23

5-12-14

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

Sht

Typ

Sec cul3.d

gn


PLOT SCALE = 20.0000 ’ / in.


DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-21-11


KANE COUNTY KANE

SN 045-5543

A B

SB NB

1.5’

12.0’ 12.0’

EXISTING TYPICAL SECTION

1.5’

26.0’ & VAR.

4%6%

3:1

PROPOSED MILLED TYPICAL SECTION

1

2

7

A

B

EXISTING LEGEND

1

2

PROPOSED LEGEND

3

4

5

6

7

8

26’ & VAR.

13’ & VAR.

VAR.VAR.

9

10

VAR.VAR.

10A

8

9

3:1

& VAR.

~ HARMONY ROAD

REMOVAL, 3"BITUMINOUS SURFACE

32314-00413-02-BR

SCALE: 1" = 20’

SPF

KWK

SPF

STA 32+92 TO 38+06

EXISTING AGGREGATE SHOULDER EXISTING HMA PAVEMENT (8" & VAR.)

11

11

VAR. 2.0’

AND DITCH CONDITIONS.

SEE CROSS SECTIONS FOR SIDE SLOPE

NOTE:

FOR SHOULDER TRANSITIONS

*SEE PLAN & PROFILE SHEET

STA 32+92 TO 38+06

12’ (TYP)

EXIS

T.

RO

W

EXIS

T.

RO

W

30’ 30’

* * * *

4.0’3.0’

4%

6%

3:1

& VAR.

11

4.0’ 3.0’

7

5

8

9

10

2.0’2.0’

STA. 32+92.00 TO STA. 38+06.00 SHEET NO. 1 OF 2 SHEETS

CULVERT #3

HARMONY ROAD TYPICAL SECTION

16

5

61

STEEL PLATE BEAM GUARDRAIL, TY A

MODIFIED URETHANE PAVEMENT MARKING - LINE, 4"

SEEDING, CLASS 2A / HD EROSION CONTROL BLANKET

TOPSOIL FURNISH AND PLACE, 4"

AGGREGATE SHOULDER, TYPE B, 6"

AGGREGATE BASE COURSE, TYPE B, 6"

HOT - MIX ASPHALT SHOULDERS, 4"

NOT USED

NOT USED

LEVELING BINDER (MACHINE METHOD), N50 - 1" (VARIES)

HOT - MIX ASPHALT SURFACE COURSE, MIX "C", N50 - 2"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


PLOT SCALE = 20.0000 ’ / in.


DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-21-11


KANE COUNTY KANE

SN 045-5544

A B

SB NB

1.5’

12.0’ 12.0’

EXISTING TYPICAL SECTION

1.5’

13.0’13.0’

PROPOSED TYPICAL SECTION

PROPOSED MILLED TYPICAL SECTION

1

2

34

A

B

EXISTING LEGEND

1

2

PROPOSED LEGEND

3

4

5

6

7

8

2% SLOPE2% SLOPE

26’ & VAR.

13’ & VAR.

VAR.VAR.

12’ (TYP)

9

10

10 10

~ HARMONY ROAD

Sht

Typ

Sec cul4.d

gn

42314-00413-02-BR

SCALE: 1" = 20’

SPF

KWK

SPF

EXISTING AGGREGATE SHOULDER EXISTING HMA PAVEMENT (10" & VAR.)

11

STA 39+87 TO 45+08

FOR SHOULDER TRANSITIONS

*SEE PLAN & PROFILE SHEET

AND DITCH CONDITIONS.

SEE CROSS SECTIONS FOR SIDE SLOPE

NOTE:

STA 42+20 TO 42+75

STA 39+87 TO 42+20

STA 42+75 TO 45+08

EXIS

T.

RO

W

30’

EXIS

T.

RO

W

30’

4%6%

3:1

6 7

58

9

3:1

& VAR.

11

VAR. 2.0’

16.0’

32.0’

4%

6%

3:1

& VAR.

11

67

5

8

9

16.0’

3.0’4.0’

2.0’

3.0’ 4.0’

2.0’

26.0’ & VAR.

4%6%

3:1

2

6 7

5

VAR.VAR.

10

8

9

3:1

& VAR.

REMOVAL, 3"BITUMINOUS SURFACE

11

VAR. 2.0’

12’ (TYP)

EXIS

T.

RO

W

EXIS

T.

RO

W

30’ 30’

* * * *

4.0’3.0’

4%

6%

3:1

& VAR.

11

4.0’ 3.0’

67

5

8

9

10

2.0’2.0’


CULVERT #4

HARMONY ROAD TYPICAL SECTION

1 11

1 1

STEEL PLATE BEAM GUARDRAIL, TYPE A

MODIFIED URETHANE PAVEMENT MARKING - LINE, 4" SEEDING, CLASS 2A / HD EROSION CONTROL BLANKET TOPSOIL FURNISH AND PLACE, 4" AGGREGATE SHOULDER, TYPE B, 6" AGGREGATE BASE COURSE, TYPE B, 6" HOT - MIX ASPHALT SHOULDERS, 4" AGGREGATE BASE COURSE, TYPE B, 6" HOT - MIX ASPHALT BASE COURSE, IL-19, N50 - 10" LEVELING BINDER (MACHINE METHOD), N50 - 1" (VARIES) HOT - MIX ASPHALT SURFACE COURSE, MIX "C", N50 - 2"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


PLOT SCALE = 20.0000 ’ / in.


DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-21-11


KANE COUNTY KANE CONSTRUCTION STAGING

DETOUR ROUTE AND

AHEAD

DETOUR

1 4

(TYP)

LIGHT-TYP A

WARNING

FLASHING

48" X 48"

W20-2

9" X VARIES

W17-I 100 (TYP)30" X 24"

(TYP)

M4-9

M3-3 (TYP)

2

AHEAD

CLOSED

ROAD

48" X 48"

W20-3

3

48" X 48"

W20-1

AHEAD

CONSTRUCTION

ROAD

DETOUR DETOUR

5

DETOUR

6

DETOUR

7

DETOUR

8

DETOUR

9

DETOUR

10

DETOUR

11

DETOUR

12

DETOUR

13

30" X 12"

(TYP)

M4-9

DETOUR

END

14

THRU TRAFFIC

CLOSED TO

ROAD

15

48" X 30"

R11-4

SOUTH SOUTH SOUTH SOUTH SOUTH NORTH NORTH NORTH NORTH NORTH

HARMONY ROAD HARMONY ROAD HARMONY ROAD HARMONY ROAD HARMONY ROAD HARMONY ROAD HARMONY ROAD HARMONY ROAD HARMONY ROAD HARMONY ROAD

3

2

1

10

412387

12

13

9

9

9

12

13

4

8

7

912

4

4

14

14

9

3215

(TYP)

500’

(TYP)

500’

P2detour route.d

gn

#4

#3

M

M

14-00413-02-BR 523

SCALE: 1" = 20’

SPF

KWK

SPFSN 045-5543 & SN 045-5544

1

1

4

2

1

5

3

10

11

6

10

11

1

11

3

812

713

8

7

10

3 2 1 5 6

94

6

TYPICAL SIGN SPACING

50’300’200’500’500’

72

20

47

HARMONY RD HARMONY RD HARMONY RD

4

11

24" X 18"

M4-8a

TRAFFIC CONTROL LEGEND

M CHANGEABLE MESSAGE SIGN

DETOUR ROUTE

ARTICLE 701.14 & STANDARD 701901 (SEE SIGN DETAIL BELOW)

INDICATES DESIGNATED SIGN POST-MOUNTED IN GROUND PER

BARRICADE)

NOTED PER STANDARD 701901. (WITH TWO WARNING LIGHTS EACH

INDICATES TYPE III BARRICADE WITH SIGN UNLESS OTHERWISE

16

48" X 30"

R11-2

17

CLOSED

ROAD

48" X 30"

R11-2

OUT

BRIDGE

15

17 16

17

17

17

16

15

16

16

15

Higgins Rd

Har

mo

ny

Rd

Stoxen

Big Tim

ber

Big Timber Rd

Melms Rd

Kelley Rd

Allen Rd

State

St

Wid

mayer

Rd

Plank Rd

Lenschow Rd

Burlin

gton Rd

Fre

nch

Rd

Brier

Hill

Jane Addams Memorial Tollway

90

Immelman Ln

Getty Rd

Harmony Rd

47

20

Rd

Ro

mke

72

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTY


6

TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SCALE:

dwozniarski=USER NAME

20.0000 ’ / in.=PLOT SCALE

5/12/2014=PLOT DATEsht_p

&p_cul3.d

gn

DESIGNED

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

DRAWN

CHECKEDSN 045-5543DIVISION OF TRANSPORTATION

KANE COUNTY KANE

HARMONY ROAD

26’

26’

1

855

860

865

870

875

880 880

875

870

865

860

855

EXIST. R.O.W.

EXIST. R.O.W.

60’

RO

W

30’

30’

GU

AR

DR

AIL

32’

F-F

REGRADED RT DITCH

IMPROVEMENT

SHOULDER

LIMIT OF AGGREGATE

IMPROVEMENT

SHOULDER

LIMIT OF AGGREGATE

+54

IMPROVEMENT

LIMIT OF HMA SHOULDER

+44

IMPROVEMENT


IMPROVEMENT

SHOULDER

LIMIT OF AGGREGATE

IMPROVEMENT

SHOULDER

LIMIT OF AGGREGATE

IMPROVEMENT


IMPROVEMENT

SHOULDER

LIMIT OF HMA

STA 32+92.0

IMPROVEMENT BEGINS

STA 38+06.0

IMPROVEMENT ENDS

14-00413-02 BR

1" = 20’

+56

+04

+42

+94

TEMPORARY EASEMENT

TEMPORARY EASEMENT

LEGEND

1

1

10’ X 5’

EXISTING CONCRETE BOX CULVERT

EXISTING CENTERLINE PROFILE

GUARDRAIL REMOVAL, 126 LF


PROPOSED FINISH GRADE

EXTENSION

10’ X 5’ X 6’-7" CULVERT

EXTENSION

10’ X 5’ X 6’-7" CULVERT

2

2

3

3

18’-9" LONG-SPAN GUARDRAIL OVER CULVERT


RT STA 33+52.13 TO STA 36+83.38

LT STA 34+14.63 TO STA 37+45.88

PRIORITY UNTIL FINAL STABILIZATION IS PLACED.

DAY. WORK IN THE CRITICAL AREAS SHALL BE GIVEN

BANKS SHALL BE STABILIZED AT THE END OF EACH

ISOLATED FROM CONCENTRATED FLOWS. THE STREAM

WORK IN AND NEAR THE CRITICAL AREAS SHOULD BE

NO WORK SHALL BE PERFORMED IN FLOWING WATER.

SHEET NO. 1 OF 2 SHEETS STA. 32+92.00 TO STA. 38+06.00

BYPASS INTAKE

DEWATERING FILTRATION SITE

EXISTING SIGN PANEL TO BE REMOVED AND REPLACED. (BY OTHERS)

GUARDRAIL STABILITATION

NEW 5’ BITUMINOUS SHOULDER

SHOULDER, 2’ WIDE

AGGREGATE

DS. INV. = 862.97

US. INV. = 863.00

10’ X 5’ X 35’

BOX CULVERT

EXISTING CONCRETE

STA 35+48.91

CULVERT #3PLAN & PROFILE

HARMONY ROAD OVER HARMONY CREEK

23

CREEK FLOW BYPASS PIPE

NON-ERODIBLE COFFERDAM

PERIMETER EROSION BARRIER

CONSTRUCTION LIMIT

TEMPORARY DITCH CHECK

TYPE III BARRICADE

BIT.

BIT.

18" CMP

6" METAL

NG

S

PIP

E

35+00 33+00 34+00 36+00 37+00 38+00

33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50

870.8

2

870.8

6

870.9

1

870.9

4

870.9

8

871.0

0

871.0

2

870.9

6

870.9

1

870.9

1

870.9

1

870.9

1

870.9

1

870.9

3

870.9

4

870.9

5

870.9

6

870.9

2

870.8

9

870.8

4

870.8

0

870.7

9

870.7

7

870.8

3

870.8

2

870.8

6

870.9

1

870.9

1

870.9

4

870.9

8

871.0

0

871.0

2

870.9

6

870.9

1

870.9

1

870.9

1

870.9

1

870.9

3

870.9

4

870.9

5

870.9

6

870.9

2

870.8

9

870.8

4

870.8

0

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.



5/12/2014=PLOT DATEsht_p

&p_cul4.d

gn

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-21-11DATE

DRAWN


KANE COUNTY KANE

HARMONY ROAD

26’

26’

1

875

870

865

860

880

855

880

875

870

865

860

855

CROP LINE

EXIST. R.O.W.

EXIST. R.O.W.

30’

30’

60’

RO

W

GU

AR

DR

AIL

32’

F-F

EXISTING CENTERLINE PROFILE

STA 39+87.0

IMPROVEMENT BEGINS

+50

+87

+87

+45

STA 45+08.0

IMPROVEMENT ENDS

PROPOSED FINISH GRADE

7.0’ X 3.5’ - 7.0’ X 3.5’

EXISTING DOUBLE BOX CONCRETE CULVERT

DS. INV. WEST S SIDE= 863.48

DS. INV. WEST N SIDE= 863.47

US. INV EAST S SIDE= 863.51

US. INV EAST N SIDE= 863.50

7.0’ X 3.5’ X 35’ - 7.0’ X 3.5’ X 35’

EXISTING DOUBLE BOX CONCRETE CULVERT

STA 42+49.03

2 - 10’ x 6’

DOUBLE CONCRETE BOX CULVERT

CROP LINE

IMPROVEMENT

SHOULDER

LIMIT OF HMA

IMPROVEMENT

SHOULDER

LIMIT OF HMA

IMPROVEMENT

LIMIT OF AGGREGATE SHOULDER

1

+75

PAVEMENT REMOVAL

+20

DS INV 862.00

US INV 862.25

2-10’ X 6’ X 42’ LENGTH

CONCRETE BOX CULVERT

TEMPORARY EASEMENT

SCALE: 1" = 20’

SPF

KWK

SPF

HMA SURFACE REMOVAL, 3" HMA SURFACE REMOVAL, 3"

+20

+75

REGRADED ROADSIDE DITCH

REGRADED ROADSIDE DITCH

2

1

2TEMPORARY EASEMENT

1

+95

+58

+00

+37

7



3

LEGEND

3

4

4

25’ LONG-SPAN GUARDRAIL OVER CULVERT


RT STA 40+47.5 TO STA 43+85

LT STA 41+10 TO STA 44+47.5

PRIORITY UNTIL FINAL STABILIZATION IS PLACED.

DAY. WORK IN THE CRITICAL AREAS SHALL BE GIVEN

BANKS SHALL BE STABILIZED AT THE END OF EACH

ISOLATED FROM CONCENTRATED FLOWS. THE STREAM

WORK IN AND NEAR THE CRITICAL AREAS SHOULD BE

NO WORK SHALL BE PERFORMED IN FLOWING WATER.

IMPROVEMENT

SHOULDER

AGGREGATE

LIMIT OF

BYPASS INTAKE

DEWATERING FILTRATION SITE

EXISTING UTILITY POLE TO BE RELOCATED BY COMED

EXISTING SIGN PANEL TO BE REMOVED AND REPLACED. (BY OTHERS)

14-00413-02-BR


SHOULDER, 2’ WIDE

AGGREGATE

GUARDRAIL STABILITATION

NEW 5’ BITUMINOUS SHOULDER

CULVERT #4PLAN & PROFILE


23

CREEK FLOW BYPASS PIPE

NON-ERODIBLE COFFERDAM

PERIMETER EROSION BARRIER

CONSTRUCTION LIMIT


TYPE III BARRICADE

Bit.

Bit.

12" CMP

12"

CMP

40+00 45+00 41+00 42+00 43+00 44+00

867

41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50

870.4

4

870.4

6

870.4

7

870.3

7

870.2

9

870.2

8

870.2

7

870.2

8

870.2

9

870.2

3

870.1

8

870.2

2

870.2

7

870.4

4

870.6

0

870.7

0

870.8

9

870.9

7

871.0

3

871.1

0

871.2

3

40+50

870.8

1

870.2

7

870.3

1

870.3

5

870.3

9

870.4

3

870.4

8

870.5

2

870.5

6

870.6

0

40+00

870.4

4

870.4

6

870.4

7

870.3

7

870.2

9

870.2

8

870.7

0

870.8

1

870.8

9

870.9

7

871.0

3

871.1

0

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTY


23 8

TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.



5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-21-11DATE

DRAWN


KANE COUNTY KANE

HARMONY ROAD

26’

26’

1

EXIST. R.O.W.

EXIST. R.O.W.

60’

RO

W

30’

30’

GU

AR

DR

AIL

32’

F-F

RESTORATION TYPICAL SECTION

SHOULDER

AGGREGATE

SHOULDER

AGGREGATE

RESTORATION LIMITS

RESTORATION LIMITS

LEGEND


Seed

Plan cul3.d

gn

SCALE: 1" = 20’

SPF

KWK

SPF

+00

+00

+00

+00

+30

+69

TEMPORARY EASEMENT

+69

TEMPORARY EASEMENT

+30

NOTES:

SEEDING SEEDING

SEEDING CLASS 2

SEEDING CLASS 4

SEEDING CLASS 4B

10’

MAT (TRM)

TURF REINFORCEMENT

EROSION CONTROL NOTES

BY THE OWNER AND THE KDSWCD.

CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED

THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION

SUBMITTED TO THE OWNER AND KDSWCD FOR REVIEW.

OFF-SITE BORROW OR WASTE AREAS) A SUPPLEMENTARY EROSION CONTROL PLAN SHALL BE

THESE PLANS (INCLUDING BUT NOT LIMITED TO, ADDITIONAL PHASES OF DEVELOPMENT AND

PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON

THE START OF ANY WORK AT THE SITE.

SILT FENCE AND DITCH CHECKS FOR EXISTING CONDITIONS SHALL BE INSTALLED PRIOR TO

SHORELINES/STREAM BANKS, OR 3) PLACED IN WATERS OF THE STATE.

REINFORCING BAR OR MESH SHALL NOT BE 1) USED FOR BACKFILL, 2) PLACED ON

ASPHALT, BITUMINOUS MATERIAL AND CONCRETE WITH PROTRUDING MATERIAL SUCH AS

STABILIZATION SHALL OCCUR BY THE 7TH DAY AFTER WORK HAS CEASED.

WITH 7 DAYS. IN AREAS WHERE WORK HAS CEASED FOR 7 DAYS OR MORE, TEMPORARY

IN AREAS WHERE WORK HAS BEEN COMPLETED, PERMANENT STABILIZATION SHALL OCCUR

IN PLACE FOR 30 DAYS OR MORE IT SHALL RECEIVE TEMPORARY SEEDING.

DAYS, PERIMETER EROSION BARRIER SHALL BE PROVIDED. IF A STOCKPILE IS TO REMAIN

REQUIRED BUFFERS. IF A STOCKPILE IS TO REMAIN IN PLACE FOR MORE THAN THREE

NOT BE LOCATED IN SPECIAL MANAGEMENT AREAS, STREAM BANKS, IN THE STREAM, OR

STOCKPILES OF SOIL AND OTHER BUILDING MATERIALS (SAND, LIMESTONE, ETC.) SHALL

REQUIRED REPAIRS SHALL BE MADE TO KEEP THESE MEASURES FUNCTIONAL AS DESIGNED.

INSPECTED WEEKLY OR AFTER A ONE-HALF INCH OR GREATER RAINFALL EVENT AND ANY

AS A MINIMUM ALL EROSION AND SEDIMENT CONTROL MEASURES ON SITE SHALL BE

CONSTRUCTION SEASON AND ANY CONSTRUCTION SHUTDOWN PERIODS.

IMPLEMENTATION OF MEASURE AND MAINTENANCE OF THOSE MEASURES DURING BOTH THE

ALL PHASES OF CONSTRUCTION AND SHALL INCLUDE AN ONGOING PROCESS OF

THROUGH SEDIMENT CONTROL MEASURES OR DEVICES. THIS REQUIREMENT SHALL APPLY TO

THE RUNOFF FROM DISTURBED AREAS SHALL NOT LEAVE THE SITE WITHOUT FIRST PASSING

MANUAL SHALL PREVAIL.

THE ILLINOIS URBAN MANUAL CONFLICTS WITH THE GREEN BOOK, THE ILLINOIS URBAN

SOIL AND WATER CONSERVATION DISTRICTS (THE GREEN BOOK), CHAPTERS 1-5. WHERE

(REVISED, JULY, 1988) BY THE URBAN COMMITTEE OF THE ASSOCIATION OF ILLINOIS

STANDARDS FOR URBAN SOIL EROSION AND SEDIMENTATION CONTROL IN ILLINOIS,

SEDIMENT CONTROL PLANNING SHALL BE IN ACCORDANCE WITH THE PROCEDURES AND

IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL, (LATEST EDITION). EROSION AND

STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

9.

8.

7.

6.

5.

4.

3.

2.

1.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

OF LAND DISTURBING ACTIVITIES AND ONE WEEK PRIOR TO THE FINAL INSPECTION.

ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE START

THE KANE-DUPAGE SOIL & WATER CONSERVATION DISTRICT (KDSWCD) MUST BE NOTIFIED

SITE AT ALL TIMES.

A COPY OF THE APPROVED EROSION SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE

IMPLEMENTING AND MAINTAINING EROSION CONTROL MEASURES.

SUB-CONTRACTOR(S) WHO MAY PERFORM WORK ON THIS PROJECT, OF THE REQUIREMENTS IN

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INFORM ANY

APPROVAL OF THE ENGINEER.

BROUGHT BACK TO ITS ORIGINAL GRADE AND STABLE ENOUGH TO ACCEPT FLOWS AS PER THE

CONTROL BLANKET PRIOR TO ACCEPTING FLOWS. THE BOTTOM OF THE CREEK MUST BE

THE SIDE SLOPES MUST BE RESEEDED AND STABILIZED WITH THE SPECIFIED EROSION

LOW OR NO-FLOW CONDITIONS.

DURING WORK ON THE BANKS OF THE CREEK, WORK MUST BE TIMED TO TAKE PLACE DURING

14-00413-02-BR


SEE RESTORATION PLAN FOR CULVERT 4 FOR ADDITIONAL INFORMATION

ALL DISTURBED AREAS GET CLASS 2 SEEDING UNLESS OTHERWISE NOTED.

WITHIN 7 DAYS OF FINAL GRADING.

DUTY EROSION CONTROL BLANKET OR TURF REINFORCEMENT MAT

ALL DISTURBED AREAS MUST BE SEEDED AND COVERED WITH HEAVY

AND AS ORDERED BY THE ENGINEER.

ALL ADJACENT ROADWAYS MUST BE KEPT CLEAN OF DEBRIS, INSPECTED AND CLEANED DAILY

PLAN AT THE PRECONSTRUCTION MEETING WITH THE COUNTY FOR REVIEW AND APPROVAL.

DISSIPATING SURFACE AND FILTERED. THE CONTRACTOR SHALL SUBMIT A DEWATERING

NECESSARY, FLOWS SHOULD BE PUMPED FROM A SUMP PIT TO A NON-ERODIBLE, ENERGY

ALLOWED TO TAKE PLACE IN FLOWING OR STANDING WATER. IF BY-PASS PUMPING IS

AND FLOWS BY-PASS PUMPED IF NECESSARY. UNDER NO CIRCUMSTANCES WILL WORK BE

NON-ERODIBLE COFFERDAM (SHEET STEEL, SANDBAGS, PLASTIC LINER AND ROCK, ETC.)

IF FLOW IS ENCOUNTERED DURING THE CULVERT WORK, FLOW SHALL BE BLOCKED USING A

INSTALLED ON ALL SLOPES IMMEDIATELY UPON FINAL GRADING.

HEAVY DUTY EROSION CONTROL BLANKET FOR PERMANENT STABILIZATION SHALL BE

PLACED IN A MANNER TO PREVENT VIOLATION OF APPLICABLE WATER QUALITY STANDARDS.

BACKFILLING SHALL BE DONE WITH CLEAN MATERIAL AS APPROVED BY THE ENGINEER AND

WATERS OF THE STATE UNLESS A PERMIT HAS BEEN ISSUED BY THE IEPA. ANY

AND PERMIT REQUIREMENTS OR REMOVED FROM SITE. THERE SHALL BE NO DISCHARGE TO

SELF CONTAINED AREA THAT IS IN COMPLIANCE WITH ALL STATE STATUTES, REGULATIONS

WILL NOT BE RETURNED TO THE WATERWAY. THE MATERIAL SHALL BE DEPOSITED IN A

ANY SPOIL MATERIAL EXCAVATED, DREDGED OR OTHERWISE PRODUCED BY CONSTRUCTION

DIRECTLY INTO FIELD TILES OR STORMWATER STRUCTURES IS PROHIBITED.

MECHANISMS TO PREVENT SEDIMENT LADEN WATER FROM ENTERING THE CREEK. DEWATERING

OPERATIONS THAT TAKE PLACE INSIDE THE WORK AREA MUST HAVE ADEQUATE FILTERING

TRAPS OR FILTERED THROUGH A BAG PRIOR TO DISCHARGE INTO THE CREEK. DEWATERING

DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO SEDIMENT BASINS, SILT

CULVERT #3RESTORATION PLAN


BIT.

BIT.

18" CMP

6" METAL

NG

S

PIP

E

35+00 33+00 34+00 36+00 37+00 38+00

870

869868867868

869

870

870

869

868867

866

867 868869

870

862

863

864

865

866

866868

868

868

869869

869

869869

869

869

869

870

870

870870

870870870870870870

868

867

865

871

869

870 870

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T’N

S

CH’K

D

BY

DA

TE

NO

TE

BO

OK

NO.

SECTION COUNTY


23 9

TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.



5/12/2014=PLOT DATE

Seed

Plan cul4.d

gn

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-21-11DATE

DRAWN


KANE COUNTY KANE

HARMONY ROAD

26’

26’

1

CROP LINE

EXIST. R.O.W.

EXIST. R.O.W.

30’

30’

60’

RO

W

GU

AR

DR

AIL

32’

F-F

RESTORATION TYPICAL SECTION

SHOULDER

AGGREGATE

SHOULDER

AGGREGATE

LEGEND


NOTES:

SCALE: 1" = 20’

SPF

KWK

SPF

+00

+00

+30

+65

+00

+00

+71

+24

SEEDING SEEDING

SEEDING CLASS 2

SEEDING CLASS 4

SEEDING CLASS 4B

CROP LINE

TEMPORARY EASEMENT

TEMPORARY EASEMENT

14-00413-02-BR


SEE RESTORATION PLAN FOR CULVERT 3 FOR ADDITIONAL INFORMATION

ALL DISTURBED AREAS GET CLASS 2 SEEDING UNLESS OTHERWISE NOTED.

DUTY EROSION CONTROL BLANKET WITHIN 7 DAYS OF FINAL GRADING.

ALL DISTURBED AREAS MUST BE SEEDED AND COVERED WITH HEAVY

CULVERT #4RESTORATION PLAN

HARMONY ROAD OVER TRIBUTARY TO HARMONY CREEK

RIPRAP, CLASS 4B

Bit.

Bit.

12" CMP

12"

CMP

40+00 45+00 41+00 42+00 43+00 44+00

868

869

867868

869

868

869868

869

868867 867 866

865

870

870

869

868869

869

868

870

867

863

863

864

864

865

865

866

866

867

867

867

868

869

869

870870870

870870

870

870870870

870

868867

869

865

868869

869

871

868

867

870

868

867

870

PLAN

LEFT WALL (SOUTH WALL) PROFILE VIEW

RIGHT WALL (NORTH WALL) PROFILE VIEW

5’

5’

5’

5’

5’

5’

6’

4’

5’

5’

5.5’

5.5’

5’

5’

3’-1"

10’-

0"

ITEM UNIT

TOTAL BILL OF MATERIAL

GENERAL NOTES

QUANTITY

Concrete Box Culverts Cu Yd

Reinforcement Bars, Epoxy Coated Pound

Epoxy Crack Injection Foot 71

Flow

3’-1"

locations (Typ)crack injectionIndicates epoxy

locations (Typ)crack injectionIndicates epoxy

Typ

base of excavation

of unsuitable material, 1’ below

Limits of removal and disposal

NB-301

B-302

~ Harmony Road

boring (Typ)

Indicates soil

Concrete Removal Cu Yd

concrete removalarea indicatesCross hatched

concrete removalarea indicatesCross hatched

23 10

501.05 of the Standard Specifications.

Removal of existing wing walls during construction shall be completed according to Section

Expansion bolts shall be according to Standard Specifcation Article 1006.09.

of the Engineer. Cost included with Concrete Removal.

cleaned according to Article 501.05 of the Standard Specifications and to the satisfaction

replaced with approved bar splices or an anchorage system. Reinforcement bars shall be

construction. Any reinforcement bars that are damaged during concrete removal shall be

slab, and side walls shall be cleaned, straightened, and incorporated into the new

Existing reinforcement bars extending into the removal area in culvert top slab, bottom

Reinforcement bars designated (E) shall be epoxy coated.

Gr 60.

Reinforcement bars shall conform to the requirements of ASTM A 706

for the work.

Contractor will be paid for the quantity actually furnished at the unit price bid

additional compensation for a change in scope of the work, however, the

to construction or ordering of materials. Such variations shall not be cause for

details affecting new construction and make necessary approved adjustments prior

construction variations. The Contractor shall field verify existing dimensions and

Plan dimensions and details relative to existing plans are subject to nominal

6.

5.

4.

3.

2.

1.

See Note 4(Typ)concrete removalarea indicatesCross hatched

35.0

5750

2’-0"

11.8

Cu Yd 115

Expansion Bolts Inch Each 44

EN

SI

NI

O

UCTTR

R

NC

ES

E

081-006696

O

ATE

LI

ST

BUENING

LA

L

LI

JEREMY

F

D

SU

GIN

EE

R

Jeremy Buening, P.E., S.E. Date

1 3

Expires 11/30/2014

5/7/14

75Porous Granular Embankment Cu Yd

Removal & Disposal of Unsuitable Material

SECTION COUNTY

ILLINOIS FED. AID PROJECT

TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

STA. TO STA. SCALE: DATE

DESIGNED

CHECKED

DRAWN

REVISED -

-

-

-

REVISED

REVISED

REVISED



5/12/2014=PLOT DATE

F.A.S.

RLK

ACB

JMB

SHEET NO. OF SHEETS

KANE


KANE COUNTYCH 36 14-00413-02-BR

SN 045-5543

sht gpe cul3.d

gn

CULVERT #3CULVERT DETAILS


2

1

1

BOTTOM SLAB

TOP SLAB

~ Culvert

Flow

5-#5 a(E) bars at 18" cts Top of Top Slab

1’-0"

1

5-#4 a (E) bars at |2’-0" cts Bot of Bot Slab

15-#8 a (E) bars at 6" cts Top of Bot Slab

15-#8 a (E) bars at 6" cts Bot of Top Slab

1

2

Top and Bot of Headwall

2-#6 h (E) bars

1’-0"

10’-

0"

10’-

0"

10"

5’-

0"

6’-

7"

10’-

3"

7’-

0"

3’-

3"

8"

d(E)

h (E) h (E)

cl

2’’

h (E)

a(E) a (E)

a (E)

a (E)

h(E)

3" } Drain

1’-0"

Opening

3"x6" Formed "

3"

Full length of Span

" Drip Notch

Const Jt

2

A

5’-4"13’-3"

9"

8"

A

|3’-0"

Min.

5’-0"(Bottom)

1-#4 h (E)

h (E)

1-#4 h (E)

Footin

g

Top of

at 9" cts

7-#5 w(E) z

(E) bars

Fan 3

8"

2’-

0"

4"

*

f’c = 3,500 psi

fy = 60,000 psi

Epoxy Coated

Reinforcement Bars,

Concrete Box Culverts

1

2

1

2

3

1

2

3

SECTION A-A

DESIGN STRESSES

LOADING HS 20-44 & ALT.

v (E)

Bar No. Size Length Shape

4’-6’’

Cu. Yd.

Pound

1’-9’’

2’-

9’’

2’-

8"

BAR z(E)

BAR d(E)

5’-0"

8"

h (E)

h (E)z(E)

cl

1"

cl

2"

cl

1"

w(E)

h (E)

8" 4’-7"

2’-

2"

10"

10’-8"

Const Jt

a (E)

a (E)

d(E)

h(E)

h (E)

h (E)

h (E)

v (E)

v (E)

v (E)

w(E)

z(E)

v(E)

*1" cl

1

1v (E)

Each Corner

2 v (E)

DOWNSTREAM END

DRAIN DETAIL AT

4’’

CORNER DETAIL

1’-0"

a(E)

#4

#4

#4

s(E)

7’-8"#6

#4

#4

#4

#4

#4

Culverts.

Concrete Box

included with

Contractor. Cost

placed by Grading

headwalls To be

full length of both

Coarse aggregate 12" cts. vert.

Hd. C.S.) 1" long at

Concrete Nails (Flat

9"

Chamfer

"

1’-2"

8"

4"

Jt. Filler

" Prem

DOWNSTREAM CIP END SECTION

BILL OF MATERIAL

to top of ftg)

(6" from top of wall

nonmetallic water seal.

6" Hollow bulb type

#5

12’-

11"

12’-

11"

Top of Top Sla

b

11-#

4 h(E)

bars at

12" cts

Top

&

Bot

of

Bot

Sla

b

9-#

5 h (E)

bars at

15" cts

6"

6"

11’-

0"

1

1

2 1

2

SECTION THRU BARREL

LONGITUDINAL SECTION

9"

6"

NOTES

11" 11"

PLAN AT DOWNSTREAM END OF CULVERT

1’-6"

Typ

10’-0"

5’-

0"

10"

2’-

2"

7’-

0"

9"

8-#

4 h (E)

at |12

" cts.

END ELEVATION

Lap

Min

at 9" cts

18-#4 v (E) bars

10’-0"6" 6"

11’-0"

5’-

0"

10"

9"

6’-

7"

cl.

1"

cl.

1"

cl.

2"

v(E)

v(E)

h(E)

a (E)

h (E) a (E)

h (E)

a (E)

Const Jt

Const Jt

cl.

2"

h (E)1

a(E) cl.

1"1" min cl

necessary for

a (E) bars if

Tilt hook of1

6"

cl.

1"h (E)

18-#4 v (E) bars

at 9" cts

6"

2’-

5"

BAR s(E)

s(E)

in cutoff

wall

4

9" cts

18-#6 z(E) bars at

4

8-#

4 d(E)

bars at

18" cts

3

4

Bot

of Top Sla

b

11-#

6 h (E)

bars at

12" cts

2 2

4

3’-

3"bars

Fan 3-#4 h (E)4

at 12" cts

v (E)3

4

2

Elev 862.97

10-#4 v(E) bars at 9" cts

h (E)1

at

15" cts

5-#

5 h (E)

bars

2’-

0"

2

4-

" dia exp bolts

at

16" cts

shall extend a minimum of 9" into new concrete.

Expansion bolts shall be " dia hooked bolts. Hooked bolts

Conc Box Culvert

28’-10"| Exist CIP

bolts at

18" cts

7-

" dia exp

7-

" dia exp

bolts at

18" cts

Cut Line

3’-

9"

BAR CUTTING DIAGRAM

3’-

9"

14-#4 v (E) bars 3

14-#4 v (E) bars3

7’-

0"

7’-

0"

12’-6"

#5

#8

5

30

5

8

11

11

28

#6

#5

#6

h (E)4 26 #4

20

4

14

6’-3"

6’-1"

10’-9"

14

42

NONE

3

N

5’-7"

66°

11-#

4 s(E)

bars at

12" cts

21.0’ Lt

Sta 35+48.91

2 2

BAR a (E)1

4

4

face of wingwall.

1" cl. from back

be placed more than

Bars shall not

3

2

23

5’-7"

2’-6"

lap min

under footing = 2609 psf

Max. Soil Pressure

10’-3"

10’-3"

6’-4"

6’-4"

6’-4"

10’-6"

12’-11"

7

11

36

9’-10"

16’-0"

2870

the new construction, typ.

straightened, and incorporated into

Existing reinforcement shall be cleaned,

17.1

11

Expansion Bolts Inch Each 22

5’-5"

2 3

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


DESIGNED

CHECKED

DRAWN

REVISED -

-

-

-

REVISED

REVISED

REVISED



5/12/2014=PLOT DATE

F.A.S.

RLK

ACB

JMB

SHEET NO. OF SHEETS

KANE



SN 045-5543

sht details cul3.d

gn



2

2

1

1

BOTTOM SLAB

TOP SLAB

~ Culvert

Flow

Const. Jt.

1’-0"

1


2-#6 h (E) bars

1’-0"

6"

10’-

0"

10’-

0"

14’-

6"

1

10’-

3"

3’-

0"

2’-

3"

8"

d(E)h (E)

h (E)

h (E)

a(E)a (E)

a (E)

a (E)

3" } Drain

Opening

3"x6" Formed

1’-0"

’’! Drip Notch

"

UPSTREAM END

DRAIN DETAIL AT

R= 6"

11-#

4 s (E)

bars at

12" cts

1BAR s (E)

8"

2’-

0"

4"

R=4"

s (E)1

1

Each Corner

2 v (E)

4’-7" 8" 4"

*

back face of wingwall.

more than 1’’ cl. from

v bars shall not be placed*

f’c = 3,500 psi

fy = 60,000 psi

SECTION A-A

DESIGN STRESSES


v (E)

1’-9’’

2’-

9’’

2’-

8"

BAR z(E)

BAR d(E)

5’-0"

8"

h (E)

z(E)

h (E)

8"4’-7"

2’-

2"

10"

10’-8"

Const Jt

*1" cl

1

1

1

2

SECTION THRU BARREL

11" 11"

Typ

10’-0"

5’-

0"

10"

2’-

2"

9"

Lap

Min

4

at 12" cts

END ELEVATION

Lap

Min

at 12" cts

14-#4 v (E) bars

10’-0"6" 6"

11’-0"

5’-

0"

10"

9"

6’-

7"

cl.

1"

cl.

1"

cl.

2"

v(E)

v(E)a (E)

h (E) a (E)

h (E)

a (E)

Const Jt

Const Jt

cl.

2"

h (E)

a(E) cl.

1"1" min cl

necessary for

a (E) bars if

Tilt hook of

6"

cl.

1"h (E)

14-#4 v (E) bars

at 12" cts

6"

CORNER DETAIL

1’-0"

12" cts. vert.



9"

8" 4"

Jt. Filler

" Prem

" Chamfer

4"

to top of ftg.)



6" Hollow bulb type

Top

&

Bot

of

Bot

Sla

b

9-#

5 h (E)

bars at

15" cts

11’-

0"

6"

10"

5’-

0"

6’-

7"

9"

cl

2"

6"

LONGITUDINAL SECTION

1’-6"

5’-

0"

PLAN AT UPSTREAM END OF CULVERT

14-#4 v (E) bars

6"

9"

13’-

3"

6"

9"

13’-

3"

in cutoff

wall

1’-3" 1’-3"

Elev 863.00

UPSTREAM CIP END SECTION

BILL OF MATERIAL

2 2

4

10’-

3"

11-#

4 h (E)

at |12

" cts.

h (E)5

2’-

0"

4-

" dia exp bolts

at

16" cts

cl

1"

cl

2"

cl

1"

v (E)4

2

w (E)1

at

15" cts

5-#

5 h (E)

bars

h (E)

77

6

7

5’-7"28’-10"| Exist CIP

Conc Box Culvert

3

1

14’-

6"

8-#

4 d(E)

bars at

18" cts

AA

Bot

of Top Sla

b

11-#

6 h (E)

bars at

12" cts

bolts at

18" cts

7-

" dia exp

7-

" dia exp

bolts at

18" cts

NOTES

shall extend a minimum of 9" into new concrete.

Expansion bolts shall be " dia hooked bolts. Hooked bolts

|3’-

0"

h (E)

2-#6 z(E) barsbars at

9" cts

18-#

6 z(E) Epoxy Coated

Reinforcement Bars,


1

2

1

2


4’-6’’

Cu. Yd.

Pound

a (E)

a (E)

d(E)

h (E)

h (E)

v (E)

v (E)

v (E)

z(E)

v(E)

a(E)

#4

#4

7’-8"#6

#4

#4

#4

#4

#5

12’-6"

#5

#8

8

h (E)

4

28

6’-3"

4’-9"

14

5

30

5

3

4

7

11

#6

#4

#6

6’-4"

6’-4"

10’-6"

#4s (E)1 11 6’-0"

20

4 28 7’-0"

w (E)1 17’-0"

40

NONE

1

3

3

2

2

21.0’ Rt

Sta 35+48.91

1

4

N

4

4

BAR a (E)1

h (E) #5

23

5’-7"

2’-6"

lap min

new construction, typ.

and incorporated into the

be cleaned, straightened,

Existing reinforcement shall

h(E)


Top of Top Sla

b

11-#

4 h(E)

bars at

12" cts

1

2

5-#5 a(E) bars at 18" cts Top of Top Slab

15-#8 a (E) bars at 6" cts Bot of Top Slab

15-#8 a (E) bars at 6" cts Top of Bot Slab



Max. Soil Pressure

10’-3"

10’-3"

1

2

h(E)

11

28

24

#4

6’-4"

12’-11"

9’-10"

2880

17.9

12

of Unsuitable Material

Removal & DisposalCu. Yd.

Expansion Bolts Inch 22Each

115

2’-

5"

3 3

1’-0"

1’-0"

CA-5 or CA-7

embankment

Porous granular

2’-0"

Typ

2’-0"

1’-0"

CA-5 or CA-7

embankment

Porous granular

Culverts.

Concrete Box

included with

Contractor. Cost

placed by Grading

headwalls To be

full length of both

Coarse aggregate

CA-5 or CA-7

embankment

Porous granular

2’-

0"

2’-

0"

Cu. Yd.Embankment

Porous Granular75

2’-0"

1

1

1

1

2’-

5"

7-#5 w (E) bars at 9" cts

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


DESIGNED

CHECKED

DRAWN

REVISED -

-

-

-

REVISED

REVISED

REVISED



5/12/2014=PLOT DATE

F.A.S.

RLK

ACB

JMB

SHEET NO. OF SHEETS

KANE



SN 045-5543

sht details cul3.d

gn



3

3

21

2

1

2

1

1

2 1 3

HALF LONG. SECTION HALF ELEVATION

BOTTOM SLAB

TOP SLAB

HALF END ELEVATIONShowing bars in Center Wall Showing bars in Outside Wall

Flow

Construction Joint

Construction Joint

1’-0"

THRU BARREL

HALF SECTION

2

1

41-#8 a(E) bars at 6" cts Top of Bot Slab

41-#8 a(E) bars at 6" cts Bot of Top Slab

3

1


2-#6 h (E) bars

1’-0"

45°

10’-

0"

10’-

0"

7’-

3

"

21’-0"

20’-0"

8"

d(E)

h (E) h (E)

cl

2’’

h (E)

a(E)

a (E)

1

h (E) h(E)3

3" } Drain

Typ

v(E)

h (E)

a(E)

h (E)

h (E) a (E)

a(E)

a (E)

h(E)

a (E)

10’-0" 10’-0"

6’-

0"

10"

2’-

2"

2" cl

cl

2"

cl

1"

cl

1"

1’-0"

Opening

3"x6" Formed "

3"

Full length of Span

" Drip Notch

cl

1"

v(E)Const Jt

~ Culvert

Symm about

7’-

7"

2

A

6’-10"9’-3"

9"

8"

A

6

6

6

|3’-0"

Min.

5’-0"(Bottom)

1-#4 h (E)

h (E)

1-#4 h (E)

9" cts

13-#6 z(E) bars at

z(E) bars

Fan 3

9"

1’-7" 4

"

*

*

f’c = 3,500 psi

fy = 60,000 psi

6

1

SECTION A-A

DESIGN STRESSES


v (E)

h (E)

h (E)

z(E)

cl

1"

cl

2"

cl

1"

h (E)

8" 4’-7"

2’-

2"

10"

Const Jt

7’-

3

"

2

*1" cl

4

4

Lap

Min.

6

6

8-#

4 h (E)

at |12

" cts

v (E)

1-#4 h (E)

10-#4 v (E) at 12" cts

6"6"

9"

Each Corner

2 v (E)

DOWNSTREAM END

DRAIN DETAIL AT

4’’

CORNER DETAIL

1’-0"

2’-

5"

12" cts. vert.



9"

Chamfer

"

1’-2"

8"

4"

Jt. Filler

" Prem

to top of ftg)



6" Hollow bulb type

Culverts.

Concrete Box

included with

Contractor. Cost

placed by Grading

headwalls To be

full length of both

Coarse aggregate

10-#4 v (E) bars at 12" cts2

s(E)

BAR s(E) v (E)

a (E)a (E) or

3


more than 1" cl. from

v (E) bars shall not be placed2

1

1

Opening

3"x6" Formed

1 a (E)

3 for 1" min. cl.

bars if necessary

Tilt hook of a(E)

Cut Line

BAR CUTTING DIAGRAM

10-#4 v (E) bars2

PLAN AT DOWNSTREAM END OF CULVERT

10’-

10"

7’-

5"

3’-

5"

Elev 862.00

1’-1"

2’-

0"

N

NONE

Var 4’-

5" to 7’-

10"

21.0’ Lt

Sta 42+47.53

13

6"

6"

6"

20’-

6"

20’-0"

21’-6"~ CH 36

~ CH 36

6"

h (E)3


a(E)

12" cts

6x2-#

5 h (E)

bars at

at

12" cts

6x2-#

5 h (E)

bars

14-#

4 d(E)

bars at

18" cts in cutoff

wall

Footin

g

Top of

at 9" cts

7-#5 w(E)


(Under Center Wall)

14-#5 a (E) bars at 18" cts Bottom

(Over Center Wall)

14-#5 a (E) bars at 18" cts Top

14-#5 a (E) bars at 18" cts Top of Top Slab

Top

&

Bot

of

Bot

Sla

b

18x2-#

5 h (E)

bars at

15" cts

Bot

of Top Sla

b

22x3-#

6 h(E)

bars at

12" cts

Top of Top Sla

b

22x2-#

4 h (E)

bars at

12" cts

6

w(E)

6

#6 bar = 2’-9"

#5 bar = 2’-3"

#4 bar = 1’-10"

MINIMUM BAR LAP

Jeremy Buening, P.E., S.E. Date

Expires 11/30/2014


Max. Soil Pressure

(Barrel)


Const Jt

22-#

4 s(E)

bars at

12" cts

4’-

2"

4’-

2"

7’-

7"

7’-

7"

23-#6 h (E) bars in Cutoff Wall

~ Culvert

4’-3"

1 2

EN

SI

NI

O

UCTTR

R

NC

ES

E

081-006696

O

ATE

LI

ST

BUENING

LA

L

LI

JEREMY

F

D

SU

GIN

EE

R

4/7/14

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


DESIGNED

CHECKED

DRAWN

REVISED -

-

-

-

REVISED

REVISED

REVISED



5/12/2014=PLOT DATE

F.A.S.

RLK

ACB

JMB

SHEET NO. OF SHEETS

KANE

SN 045-5544

CH 36 14-00413-02-BR


KANE COUNTY23

sht details cul4.d

gn



3

3

2

5

1

2

2

1

2 1

1

HALF LONG. SECTIONHALF ELEVATION

BOTTOM SLAB

TOP SLAB

HALF END ELEVATIONShowing bars in Center WallShowing bars in Outside Wall

~ Culvert

Flow

Const. Jt.Construction Joint

Construction Joint

1’-0"

~ Culvert

Symm. about

THRU BARREL

HALF SECTION

2

1

41-#8 a(E) bars at 6" cts Top of Bot Slab

41-#8 a(E) bars at 6" cts Bot of Top Slab


2-#6 h (E) bars

1’-0"20’-0"

10’-

0"

10’-

0"

12’-

6"

12’-

6"

1

21’-0"

20’-0"

8"

d(E) h (E)

h (E)cl

2’’

h (E)

a(E)

a (E)

h(E)

3" } Drain

Typ

v(E)

h (E)

a(E)

h (E)

h (E) a (E)

a(E)

a (E)

h(E)

a (E)

10’-0" 10’-0"

6’-

0"

10"

2’-

2"

2" cl

cl

2"

cl

1"

cl

1"

Opening

3"x6" Formed

cl

1"

v(E)

1’-0"

’’! Drip Notch

"

6"6"

1

5

9"

7’-

7"

12-#4 v (E) bars at 12" cts

2’-

5"

Min la

p

12-#4 v (E) bars at 12" cts

v (E)

*


more than 1’’ cl. from

v bars shall not be placed*

Epoxy Coated

Reinforcement Bars,


4

1 5

1

2

1

2

1

SECTION A-A

v (E)


4’-6’’

#5

Cu. Yd.

Pound

h (E)

z(E)

cl

1"

cl

2"

cl

1"

h (E)

8"4’-7"

2’-

2"

10"

Const Jt

a (E)

a (E)

d(E)

h(E)

h (E)

h (E)

h (E)

v (E)

v (E)

w(E)

z(E)

v(E)

*1" cl

CORNER DETAIL

1’-0"

a(E)

a (E)3

#8

#5

#5

#4

#4

#5

#6

#4

28

22

56

28

11

21’-3"

21’-3"

8’-6"

15’-9"

22’-0"

22

7’-8"#6

14

#4

#4

#4

#4

7’-4"

Culverts.

Concrete Box

included with

Contractor. Cost

placed by Grading

headwalls To be

full length of both

Coarse aggregate

12" cts. vert.



9"

8" 4"

21’-2"

1’-9’’

2’-

9’’

BAR d(E)

UPSTREAM END

DRAIN DETAIL AT

R= 6"

v (E)

Jt. Filler

" Prem

" Chamfer

4"

22-#

4 s (E)

bars at

12" cts

2’-

8’’

BAR z(E)

5’-0"

1BAR s (E)

9"

4" R

=4"

s (E)1

s (E)1

to top of ftg.)



6" Hollow bulb type

Each Corner

2 v (E)

4’-7" 8" 4"

1

3

h (E)3 a (E)1 h (E)3

8"

11" 11"

a (E)a (E) or

3

3’-

0"

3

Opening

3"x6" Formed

4

3

3

for 1" min. cl.

bars if necessary

Tilt hook of a(E)

bars at 9" cts

7-#5 w (E)1

4h (E)

bars at

9" cts

16-#

6 z(E)

4

9"

6"

11’-

3"

AA

4

2-#6 z(E) bars

PLAN AT UPSTREAM END OF CULVERT

#6

4h (E) #4 11’-0"

3

v (E) #43

24

24

4

N

NONE

10’-

7"

BAR a(E)10"

Elev 862.25

2’-

0"

7’-

7"

21.0’ Rt

Sta 42+47.53

14

~ CH 36

6"

20’-

6"

~ CH 36

6"

6"

6"

21’-6"

1’-7"

9’-

0"


a(E)

14-#5 a (E) bars at 18" cts Top of Top Slab

(Over Center Wall)

14-#5 a (E) bars at 18" cts Top

(Under Center Wall)

14-#5 a (E) bars at 18" cts Bottom


14-#

4 d(E)

bars at

18" cts in cutoff

wall

1’-4"

8-#

4 h (E)

at |12

" cts

4

w (E)1

BILL OF MATERIAL

164 23’-0"

66

108

44

16

5h (E) #4 23’-6"8

6h (E) #422

21’-3"

21’-9"

9’-0"

22 #4s(E) 5’-5"

4’-10"

174

7’-4"

2v (E) #420 11’-9"

8

#5 14w (E) 15’-0"

13’-4"

1

68

12 lines of bars with 4 lengths per line.

Bars indicated thus 12 x 4 - #5 etc. indicates

at |12

" cts

4x2-#

4 h (E)

19,610

89.0

Const Jt


4’-3"

5’-3"

10’-4"

2 2

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.


DESIGNED

CHECKED

DRAWN

REVISED -

-

-

-

REVISED

REVISED

REVISED



5/12/2014=PLOT DATE

F.A.S.

RLK

ACB

JMB

SHEET NO. OF SHEETS

KANE

SN 045-5544

CH 36 14-00413-02-BR


KANE COUNTY23

sht details cul4.d

gn



00

00

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

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SHEET NO. 1 OF 4 SHEETS STA. TO STA. SCALE:



5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5543

870 87030+50.00

870 87031+00.00

870 87031+50.00

870 87032+00.00

870 87032+50.00

30+50.00 32+50.00

865

865

865

865

865

xs_sht_cul3.d

gn

14-00413-02-BR

CULVERT #3CROSS SECTIONS


23 15

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

00

00

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

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.




5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5543

87033+00.00

87033+50.00

870 87034+00.00

870 87034+50.00

870 87035+00.00

33+00.00 35+00.00

865

865

865

865

870

865

870

865

870

865

870

865

xs_sht_cul3.d

gn

6%4%

4%6% 6%4%

6%4%

3:1

3:1

4%6% 6%4%

4%6% 6%4%

3:13:1

3:1

3:1

3:1

865

865

865

865

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

2% 2%

2% 2%

2% 2%

2.5:1

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 0.00 SQ FT

LEFT SIDE

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 2.00 SQ FT

RIGHT SIDE

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 0.67 SQ FT

LEFT SIDE

U: 1.88 SQ FT

F: 0.78 SQ FT

C: 3.72 SQ FT

RIGHT SIDE

U: 1.87 SQ FT

F: 0.89 SQ FT

C: 2.17 SQ FT

LEFT SIDE

U: 3.16 SQ FT

F: 2.66 SQ FT

C: 1.23 SQ FT

LEFT SIDE

U: 4.00 SQ FT

F: 6.51 SQ FT

C: 1.55 SQ FT

RIGHT SIDE

U: 4.89 SQ FT

F: 7.55 SQ FT

C: 0.78 SQ FT

LEFT SIDE

U: 4.14 SQ FT

F: 8.59 SQ FT

C: 2.63 SQ FT

RIGHT SIDE

U: 3.42 SQ FT

F: 4.2 SQ FT

C: 1.80SQ FT

RIGHT SIDE

14-00413-02-BR



23 16

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

00

00

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

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.




5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

SPF

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5543

865 865

870 870

35+50.00

35+50.00 37+00.00

870

865

87035+25.00

865

870

865

87035+75.00

865

870 87036+00.00

865 865

xs_sht_cul3.d

gn

4%6% 6%4%

4%6% 6%4%

4%6% 6%4%

4%6% 6%4%

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

2% 2%

2% 2%

2% 2%

2% 2%

2.5:1 2.5:1

2.5:1 2.5

:1

2:12

:1

U: 4.43 SQ FT

F: 6.48 SQ FT

C: 0.86 SQ FT

LEFT SIDE

U: 6.02 SQ FT

F: 19.50 SQ FT

C: 2.17 SQ FT

RIGHT SIDE

U: 4.24 SQ FT

F: 6.26 SQ FT

C: 1.69 SQ FT

LEFT SIDE

U: 4.24 SQ FT

F: 8.80 SQ FT

C: 1.77 SQ FT

RIGHT SIDE

U: 4.19 SQ FT

F: 9.97 SQ FT

C: 2.03 SQ FT

LEFT SIDE

U: 4.28 SQ FT

F: 8.03 SQ FT

C: 2.12 SQ FT

RIGHT SIDE

14-00413-02-BR



23 17

Cut

Fill

Fill Areas)

(4" Topsoil in

Unsuitable

10’ x 5’ CONC BOX

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

870 87036+50.00

870 87037+00.00

00

00

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

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.




5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5543

870 87037+50.00

870 87038+00.00

37+50.00 39+50.00

865

865

865

865 865

865

865

865

3:1

4%6% 6%4%

4%6% 6%4%

6% 4%

3:1

2.5:1

6%4%

3:1

VAR.

xs_sht_cul3.d

gn

3:1

2% 2%

2% 2%

U: 4.25 SQ FT

F: 7.25 SQ FT

C: 1.30 SQ FT

LEFT SIDE

U: 4.49 SQ FT

F: 8.60 SQ FT

C: 1.15 SQ FT

RIGHT SIDE

U: 3.41 SQ FT

F: 4.07 SQ FT

C: 1.09 SQ FT

LEFT SIDE

U: 4.31 SQ FT

F: 8.45 SQ FT

C: 1.82 SQ FT

RIGHT SIDE

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 8.09 SQ FT

LEFT SIDE

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 0.68 SQ FT

RIGHT SIDE

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 1.97 SQ FT

LEFT SIDE

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 0.70 SQ FT

RIGHT SIDE

14-00413-02-BR



23 18

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

SHEET NO. OF SHEETS STA. TO STA. SCALE:


10.000000 ’ / in.=PLOT SCALE

5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5544

00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130 140 150

40+50.00 42+00.00

865

87039+50.00

865

870

865

87040+00.00

865

870

865

87040+50.00

865

870

xs_sht_cul4.d

gn

EA

SE

ME

NT

TE

MP

OR

AR

Y

00 1010 2020 3030 4040 505060708090100110120130140150 60 70 80 90 100 110 120 130 140 150

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 3.16 SQ FT

LEFT SIDE

U: 2.08 SQ FT

F: 0.48 SQ FT

C: 1.78 SQ FT

RIGHT SIDE

U: 3.21 SQ FT

F: 1.29 SQ FT

C: 1.27 SQ FT

LEFT SIDE

U: 3.91 SQ FT

F: 3.19 SQ FT

C: 2.21 SQ FT

RIGHT SIDE

14-00413-02-BR



23 19

R.O.W.

R.O.W.

3:1

6%4% 4% 6%

3:1

3:1

6%4%

00

00

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

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.



10.000000 ’ / in.=PLOT SCALE

5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5544

870 87041+00.00

870 87041+50.00

865 865

870 87042+00.00

40+50.00 42+00.00

865

865865

865

xs_sht_cul4.d

gn

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

U: 2.89 SQ FT

F: 3.29 SQ FT

C: 2.19 SQ FT

LEFT SIDE

U: 4.46 SQ FT

F: 5.63 SQ FT

C: 1.89 SQ FT

RIGHT SIDE

U: 2.54 SQ FT

F: 1.98 SQ FT

C: 1.21 SQ FT

LEFT SIDE

U: 5.57 SQ FT

F: 14.21 SQ FT

C: 1.21 SQ FT

RIGHT SIDE

U: 2.95 SQ FT

F: 3.97 SQ FT

C: 1.67 SQ FT

LEFT SIDE

U: 5.86 SQ FT

F: 13.15 SQ FT

C: 0.98 SQ FT

RIGHT SIDE

14-00413-02-BR



23 20

R.O.W.

R.O.W.

3:1

6% 4% 4% 6%

2.5:1

R.O.W.

R.O.W.

3:16% 4% 4% 6%

2% 2%

870.2

7

2.5:1

R.O.W.

R.O.W.

2:1

6% 4% 4% 6%

3:1

2%

870.3

5

2%

00

00

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

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.



10.000000 ’ / in.=PLOT SCALE

5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5544

865 865

870 870

42+50.00

870 87043+00.00

42+50.00 44+00.00

865 865

865

870

42+25.00865

870

865

870

42+75.00865

870

xs_sht_cul4.d

gn

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

EA

SE

ME

NT

TE

MP

OR

AR

Y

RIPRAP, CLASS 4BRIPRAP, CLASS 4B

BEDDING, 6"BEDDING, 6"

U: 4.34 SQ FT

F: 9.83 SQ FT

C: 6.49 SQ FT

LEFT SIDE

U: 6.18 SQ FT

F: 17.39 SQ FT

C: 6.91 SQ FT

RIGHT SIDE

U: 4.93 SQ FT

F: 9.86 SQ FT

C: 5.52 SQ FT

LEFT SIDE

U: 6.34 SQ FT

F: 21.02 SQ FT

C: 5.28 SQ FT

RIGHT SIDE

U: 4.79 SQ FT

F: 9.37 SQ FT

C: 1.03 SQ FT

LEFT SIDE

U: 5.67 SQ FT

F: 17.13 SQ FT

C: 0.70 SQ FT

RIGHT SIDE

14-00413-02-BR



23 21

R.O.W.

R.O.W.

6% 4%4% 6%

7’ x 3.5’ DBL CONC BOX

2%

870.4

3

2%

R.O.W.

R.O.W.

6% 4%4% 6%

2%

870.5

2

2%

3:1 3:1

R.O.W.

R.O.W.

2:1

6% 4% 4% 6%2%

870.3

9

2%

3:1

R.O.W.

R.O.W.

R.O.W.

6% 4%4% 6%

2%

870.4

8

2%

3:1

2.5:1

870 87043+50.00

870 87044+00.00

00

00

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

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.



10.000000 ’ / in.=PLOT SCALE

5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5544

44+46.90 44+46.90

865

865 865

865

87044+50.00

865

870

865

xs_sht_cul4.d

gn

U: 4.35 SQ FT

F: 6.73 SQ FT

C: 1.38 SQ FT

LEFT SIDE

U: 4.69 SQ FT

F: 9.54 SQ FT

C: 1.36 SQ FT

RIGHT SIDE

U: 5.10 SQ FT

F: 12.33 SQ FT

C: 1.32 SQ FT

LEFT SIDE

U: 3.99 SQ FT

F: 5.07 SQ FT

C: 1.91 SQ FT

RIGHT SIDE

U: 5.06 SQ FT

F: 12.23 SQ FT

C: 1.49 SQ FT

LEFT SIDE

U: 2.14 SQ FT

F: 0.13 SQ FT

C: 2.57 SQ FT

RIGHT SIDE

14-00413-02-BR



23 22

R.O.W.

R.O.W.

6% 4% 4% 6%

3:1

2%

870.6

0

2%

3:1

R.O.W.

R.O.W.

3:1 3:1

6% 4%4% 6%

3:1

3:1

6%4%6% 4%

R.O.W.

R.O.W.

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


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.



10.000000 ’ / in.=PLOT SCALE

5/12/2014=PLOT DATE

DESIGNED -

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

SPF

KWK

SPF

10-21-11DATE

CHECKED

DRAWN


KANE COUNTY KANE

SN 045-5544

00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150

44+46.90 44+46.90

87045+00.00

87045+50.00

865

865

870

870

865

865

xs_sht_cul4.d

gn

00 1010 2020 3030 4040 505060708090100110120130140150 60 70 80 90 100 110 120 130 140 150

U: 3.43 SQ FT

F: 3.32 SQ FT

C: 1.46 SQ FT

LEFT SIDE

U: 0.00 SQ FT

F: 0.00 SQ FT

C: 0.98 SQ FT

RIGHT SIDE

14-00413-02-BR



23 23

3:1

6%4%

20140515133152427.pdfSet_2.pdfUPDATEDP2coverP2general notesSht Typ Sec cul3Sht Typ Sec cul4P2detour routesht_p&p_cul3sht_p&p_cul4Seed Plan cul3Seed Plan cul4sht details cul3sht details cul3sht gpe cul3sht details cul4sht details cul4sht details cul4xs_sht_cul3xs_sht_cul3xs_sht_cul3xs_sht_cul3xs_sht_cul4xs_sht_cul4xs_sht_cul4xs_sht_cul4xs_sht_cul4

existing legend proposed legend€¦ · plot date = 5/12/2014 date designed checked...

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