CULVERT DROP BOXES BOX CULVERT EXTENSIONS

Note: These examples were taken from old plans. The notes and Specifications may need to be updated.

CULVERT DROP BOXES

2. Culvert Drop Box for 30” Pipe 3. Culvert Drop Box for 30” Pipe 4. Culvert Drop Box for 36” Reinforced Concrete Pipe 5. Culvert Drop Box for 42” Reinforced Concrete Pipe 6. Culvert Drop Box for 42” Reinforced Concrete Pipe 7. Culvert Drop Box for 48” Reinforced Concrete Pipe 8. Culvert Drop Box for 54” Reinforced Concrete Pipe 9. Culvert Drop Box for 72” Pipe 10. Culvert Drop Box for 78” Pipe 11. Culvert Drop Box for 78” Pipe 12. Culvert Drop Box for 78” Pipe 13. Culvert Drop Box for 78” Pipe 14. Culvert Drop Box for 7’x5’ Box Culvert 15. Culvert Drop Box for 8’x8” Precast Box Culvert

BOX CULVERT EXTENSIONS

16-17 Grated Culvert Extension for Two Existing 54” Pipe Culverts (Two Sheets) 18-20 Grated Culvert Extension for Two Existing 54” Pipe Culverts (Three Sheets) 21. Grated Culvert Extension for 3’x3 Box Culvert 22. Grated Culvert Extension for 3’X5’ Box Culvert 23. Grated Culvert Extension for 3’X6’ Box Culvert 24. Grated Culvert Extension for 3’X6’ Box Culvert 25. Grated Culvert Extension for 3’X6’ Box Culvert 26. Grated Culvert Extension for 3’X6’ Box Culvert 27. Grated Culvert Extension for 3’X8’ Box Culvert 28. Grated Culvert Extension for 5’X3’ Box Culvert 29. Grated Culvert Extension for 5’X3’ Box Culvert 30. Grated Culvert Extension for Existing 5’X10’ Box Culvert 31-32 Gated Culvert Extension for Existing 5’X10’ Box Culvert (Two Sheets) 33. Grated Culvert Extension for 5’X10’ Box Culvert 34-35 Grated Culvert Extension for 5’X10’ Box Culvert 36. Culvert Extension for 5.5’X4’ Box Culvert 37. Culvert Extension for 6’X2’ Box Culvert 38. Culvert Extension for 7’X6’ Box Culvert 39. Culvert Extension for 9’X6’ Box Culvert

PRECAST REINFORCED CONCRETE END SECTION

40. Precast Reinforced Concrete End Section

CONCRETE BOX CULVERT 41-42 Concrete Box Culvert 3’X10’ (Two Sheets) 43. Concrete Box Culvert 4’X6’ 44-52 Double Concrete Box Culvert 5’x3’ at 35 Degree Skew with Grated End Sections (Nine Sheets) 53-54 Concrete Box Culvert 5’X8’ (Two Sheets) 55-57 Five Cell Concrete Box Culvert 6’x3’ with Grated End Sections (Three Sheets) 58-60 Double Concrete Box Culvert 6’X4’ with Grated End Sections (Three Sheets) 61-63 Concrete Box Culvert 6’X10’ Precast Box Culvert (Three Sheets) 64-72 Double Concrete Box Culvert 7’X4’ at 40 Degree Skew with Flared End Sections (Nine Sheets) 73-75 Concrete Box Culvert 7’X12’ (Three Sheets) 76-78 Double Concrete Box Culvert 8’X4’ with grated End Sections (Three Sheets) 79-82 Concrete Box Culvert 8’X10’ (Four Sheets) 83-87 Double Concrete Box culvert 10’x5’ with Cast in Place End Sections (Five Sheets)

1’-6"

BACK VIEWBOTTOM VIEW

PLAN

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

h

h

h

V

V1

2V

CU YD

EACH

EACH 1/2 " x 4" x 14" GALV. ANCHOR PLATE

EACH 8

4

1/2 " } GALV. EXP. BOLTS

GENERAL NOTES:

LB

1.50

4’-0"6" 6"

6"

6"

2’-0"

TOP VIEW

3-1/2" GALVANIZED STEEL PIPE

1/2 " x 4" x 14" GALVANIZED ANCHOR PLATE

1/2 " DIAM. EXPANSION BOLTS (TYP)

SEE DETAIL "A" & "B"

1’-4" 1’-4" 1’-4"

3-1/2" 3-1/2"2’-6"

5 #

4 V

BA

RS

@ 9

" C

TS

.

(EA

CH

SID

E)

6 #6 h BARS @ 12" CTS.

4 #

6 h

B

AR

S @

12" C

TS

.1

6"

5 #4 V BARS @ 9" CTS.

(EACH SIDE)

7 #

6 h

B

AR

S @

12" C

TS

. (E

AC

H S

ID

E)

SIDE VIEWFRONT VIEW

2 #4 V BARS @ 9" CTS. (EACH SIDE)

3 #

6 h

B

AR

S

@ 1

2" C

TS

.

1

2h

26"3-1/2"

2h 2h

2h

5 #4 V BARS

@ 9" CTS.

2

1h

1’-6"

2-1/2"

2h

2h

1h

4 #

6 h

B

AR

S @

12" C

TS

.1

3 #4 V BARS

@ 9" CTS.

1

3 #4 V BARS @ 9" CTS (EACH SIDE)

18

11

6

16

3

5

#6

#6

#4

#4

#4

#4

2’-8"

4’-8"

2’-10"

5’-8"

3’-6"

2’-4-1/2"

72.10

77.10

11.36

60.57

7.01

7.93

1

2

TOTAL REINFORCEMENT BARS

CL SI CONCRETE

3-1/2" GALV. STEEL PIPE

236.07

2 @ 2’-8"

2-1/2" 2-1/2"

5’-6"

h1

DETAIL "B"

8" & VAR

4"

2"10"

2"

4"

2"

1/2 " STEEL PLATE

DETAIL "A"

SECTION COUNTY

ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO.

TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.

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

STATE OF ILLINOIS

DEPARTMENT OF TRANSPORTATION

FILE NAME

District 2 Standard

IDOT/District 2USER NAME =

PLOT SCALE = 2.0000 ’ / IN.

PLOT DATE = September 06 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

REGION 2 / DISTRICT 2 STANDARD

6-23-06

INLET BOX SPECIAL NO. 3


STEEL PIPES SHALL CONFORM TO A.S.T.M. A-53 (TYPE E OR S)

GRADE B, SCHEDULE 40, & SHALL BE GALVANIZED CONFORMING

TO A.S.T.M. A-120.

STEEL PLATES SHALL CONFORM TO AASHTO M-183 & SHALL BE

GALVANIZED CONFORMING TO AASHTO M-111.

BOLTS, NUTS, & WASHERS SHALL BE IN ACCORDANCE WITH

ARTICLE 1006.08 OF THE STANDARD SPECIFICATIONS AND SHALL

BE GALVANIZED.

THE CONTRACT UNIT PRICE "EACH" FOR INLET BOX SPECIAL NO. 2

SHALL INCLUDE THE EXPANSION BOLTS, GALVANIZED PIPES, CL SI

CONCRETE, BOLTS, NUTS, REINFORCEMENT, WASHERS, STEEL PLATES,

EARTH EXCAVATION AND NECESSARY GRADING.

1’-6"

BACK VIEWBOTTOM VIEW

PLAN

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

h

h

h

V

V1

2V

CU YD

EACH


EACH 8

4


GENERAL NOTES:

LB

1.50

4’-0"6" 6"

6"

6"

2’-0"

TOP VIEW

3-1/2" GALVANIZED STEEL PIPE

1/2 " x 4" x 14" GALVANIZED ANCHOR PLATE

1/2 " DIAM. EXPANSION BOLTS (TYP)

SEE DETAIL "A" & "B"

1’-4" 1’-4" 1’-4"

3-1/2" 3-1/2"2’-6"

5 #

4 V

BA

RS

@ 9

" C

TS

.

(EA

CH

SID

E)

6 #6 h BARS @ 12" CTS.

4 #

6 h

B

AR

S @

12" C

TS

.1

6"

5 #4 V BARS @ 9" CTS.

(EACH SIDE)

7 #

6 h

B

AR

S @

12" C

TS

. (E

AC

H S

ID

E)

SIDE VIEWFRONT VIEW

2 #4 V BARS @ 9" CTS. (EACH SIDE)

3 #

6 h

B

AR

S

@ 1

2" C

TS

.

1

2h

26"3-1/2"

2h 2h

2h

5 #4 V BARS

@ 9" CTS.

2

1h

1’-6"

2-1/2"

2h

2h

1h

4 #

6 h

B

AR

S @

12" C

TS

.1

3 #4 V BARS

@ 9" CTS.

1

3 #4 V BARS @ 9" CTS (EACH SIDE)

18

11

6

16

3

5

#6

#6

#4

#4

#4

#4

2’-8"

4’-8"

2’-10"

5’-8"

3’-6"

2’-4-1/2"

72.10

77.10

11.36

60.57

7.01

7.93

1

2


CL SI CONCRETE


236.07

2 @ 2’-8"

2-1/2" 2-1/2"

5’-6"

h1

DETAIL "B"

8" & VAR

4"

2"10"

2"

4"

2"

1/2 " STEEL PLATE

DETAIL "A"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-15-04





TO A.S.T.M. A-120.





BE GALVANIZED.





(B

ack

W.)

1’-6

"1

’-6

"

9"

9"

4 #

4 f

Bars @

14

1/2

" C

TS

(B

otto

m o

f F

ro

nt W

.)

CU YD

LB

BAR d

BAR u

PLAN

SECTION B-B

BAR f

1’-0"

9"

8"

B-B

B-B

A-A

A-A

BAR d1

d1 d1

h3

h3

h h

SECTION A-A

v

1

4 NO 6 u BARS

1 NO 6 h BAR

f BAR

6 h

BA

RS

1

1

2

h BAR1

h BAR1

h BAR2

d BAR

u BAR

h2

h2

1-1/2" CL (TYP)

2" CL

BAR z

d

d1

d

d1

h BAR

u BAR

z BAR

1:1

BILL OF MATERIAL

GENERAL NOTESFront Wall

Back Wall

(Back W.)

(Back W.)

1

d

d1

f

h

h1

h2

h3

u

v

v1

4

4

4

6

4

4

4

6

4

4

4

Order 3 h3 bars and 4 v2 bars full length

for the front wall and cut to fit in the field

DETAIL "A"

4"

4"3" GALV. STEEL

PIPE (Typ)

1/2 "x4"x14" TOP

ANCHOR PLATE

DETAIL "B"

8"

4"

TOP ANCHOR PLATE

1’-2"

4"2"

10"2" 2"

1/2 " STEEL PLATE

(2) 5/8 " DIA. HOLES

SEE DETAIL "B"

SEE DETAIL "A"

5/8 "x9" HIGH TENSILE

STRENGTH BOLTS WITH

WASHERS AND NUT (TYP)

9" SQUARE OR ROUND 1/4 "

PLATE WITH HOLE TO FIT

3" PIPE (TYP)

1/2 "x4"x14" STEEL PLATE

WITH 1/2 " DIA. EXPANSION

BOLTS

This work shall be done according to the applicable portion of

503, 508, and 542 of the Standard Specifications.

Reinforement bars shall conform to the requirements of AASHTO

M-31 or M-53, Grade 60.

STEEL PLATES SHALL CONFORM TO AASHTO M-183 AND SHALL BE GALVANIZED

CONFORMING TO AASHTO M-111.

Class "SI" Concrete shall be used. Exposed edges shall be beveled 3/4 ".

5/8 "x9" Galv. Steel Bolts

DESCRIPTION UNIT QTY.

3" Galv Pipe Caps EACH

EACH

EACH

EACH

1/2 "x4"x14" Galv. Steel Plate

1/4 " Galv. Stl. Plate (9" Nominal)

3" Galvanized

Steel Pipe

2@

2@

8

4

4

4

Expansion Bolts 1/2 " EACH 4

the Expansion Bolts, Galvanized Pipe, Class "SI" Concrete,

Reinforcement Bars, Bolts, Nuts, Washers, Steel Plates, earth excavation

where required, and necessary grading to fit the inlet as shown

in the cross sections or to the slope

Bolts, Nuts, and Washers shall be in accordance with Article 710.11 of

the Standard Specification and shall be galvanized.

Contractor shall field verify pipe dimensions prior to ordering.

4’-2

"

5’-2

"

6"

6"

6"

6"

6"

6"6"

3’-8

"

4’-2

"

4’-4"

5’-3

"

5’-2"

1’-0" 1’-0"

4"

36

" R

CP

36"

RCP

4"

3’-4"

4’-4"

26 4’-0"

2 2’-9"

4 1’-9"

4’-11"

18 4’-0"

12 4’-10"

4 1’-0"

2 7’-7"

2 4’-6"

14 3’-10"

z 2 5’-9"

1.75

247.04

9"

9"

2’-0"

2’-0"

2’-0"

2’-11"

4’-8"

2’-2"

1’-

10"

1’-9

"

BAR SIZE NO. LENGTH WEIGHT (LB)

CLASS "SI" CONCRETE

REINFORCEMENT BARS

DESCRIPTION UNIT QTY

69.47

3.67

4.68

7.38

48.10

38.74

2.67

22.78

6.01

35.85

7.68

5’-6"

4’-0"

3

@ 9

" C

TS

5 h

BA

RS

3

6 NO 4 v BARS

@ 11 1/2" CTS

6 NO 4 d BARS

@ 11 1/2" CTS

4 NO 4 v BARS

@ 10" CTS

@ 9

" C

TS

4 NO 4 d BARS@ 10" CTS

1’-0"

2h @ 9"

SPACING

The contract unit price "each" for DROP BOX NO. 6 shall include

135^

116.6^

121.4^

5 -

# 4

d B

AR

S

@ 1

’-0

" C

TS

DROP BOX NO. 6

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06

DROP BOX NO. 6

42" R

CP

4-1/2

"

u BAR

1-1/2"

6 h

B

AR

S @

1’-0

" C

TS

2

1:1

1’-6"

8"

8" 8"

6’-7

-1

/4"

7’-10"

8"

6’-10"

6’-7

-1

/4"

4 NO 6 u BARS1-1/2" CL (TYP)

6 h

BA

RS

@ 1

’-0" C

TS

18 NO 4 v BARS

@ 1’-0" CTS

1 NO 6 h BAR

@ 1’-0" CTS

8 NO 4 d BARS

h

3

h

3

h

4

h

4

h

5

h

5

h2

8 NO 4 v BARS

v v v v1 12 2

@ 1’-0" CTS

8 NO 4 d BARS

4 NO 6 u BARS

1 NO 6 h BAR

BAR d

BAR u

2’-9"

2’-9"

6’-6"

7’-10"

11-1/4" CL

SEE DETAIL "A"

SEE DETAIL "B"

DETAIL "A"

4"

4"3" GALV. STEEL

PIPE (Typ)

1/2 "x4"x14" TOP

ANCHOR PLATE

PLAN

SECTION B-B SECTION A-A

v v

1’-10" 1’-10"

v v

1’-10"

2’-2" 2’-2" 2’-2"

A-A

A-A

B-BB-B

TOP ANCHOR PLATE

1’-2"

4"2"

10"2" 2"

1/2 " STEEL PLATE


3’-5"

GALVANIZED

STEEL PIPE

CAP (TYP)



BOLTS


STRENGTH BOLTS WITH


BAR f

1’-2"

11"



3" PIPE (TYP)

f BAR

h2

1.6

7’

h BAR1d BAR

h BAR

30

8"

GENERAL NOTES

BILL OF MATERIAL

BAR SIZE NO. LENGTH





M-31 or M-53, Grade 60.



Bolts, Nuts, and Washers shall be in accordance with Article 710.11 of the

Standard Specification and shall be galvanized.


Contractor shall field verify Glavanized pipe length

BAR SHAPE

5’-6"

2’-1"

6’-6"

7’-7"

6’-7"

1’-6"

1’-0"

1’-2"

6’-7"

9’-11"

5’-6"

2’-7"

2’-2.5"

d

f

h

h1

h2

h3

h4

h5

h7

u

v

v1

v2

4

4

4

6

4

4

4

4

4

6

4

4

4

36

3

1

26

9

2

2

2

9

4

28

2

2

DETAIL "A"

8"

4"

9- #4 h BARS

8- #

4 h

B

AR

S

@ 1’-0" CTS.

@1

’-0

" C

TS

.

135^

@ 1’-0" CTS.

7

42" RCP






1

7

@ 1

’-0

" C

TS

5 -

#4

d B

AR

S

DROP BOX NO. 3

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06

DROP BOX NO. 3

CLASS "SI" CONCRETE

REINFORCEMENT BARS

EXPANSION BOLTS 1/2 "

5/8 " X 9" GAL. STEEL BOLTS

3" GALV. STEEL PIPE

3" GALV. PIPE CAPS

1/2 " X 4" X 14" GALV. PLATE

1/4 " GALV. STEEL PLATE

(9" NOMINAL)

CU YD

LB

EACH

EACH

@2

@2

EACH

EACH

EACH

5.2

689.84

8

4

8’-2"

7’-2"

8

4

4

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

C:\Documents and Settings\meglilj\Desktop\D2CulvertExamples.cel

megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:07:36 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

6’-4"

h BAR

u BAR

h BAR

h BAR

8’’

8’’

8"

8"

4’-

3’’

2’-4

"

2’-9"

4’-3

"

1’-0"

135^

1’-0"

FRONT WALL

4’-0"

8"

8"

v

4 - #6 u BARS

BACK WALL

@ 9

" C

TS

4 h

BA

RS

1

2’-

0’’

1-1/2" CL (TYP)

8"

1’-6"

1:1

f BAR

8"

4 - #4 d BARS

@ 12" CTS

5’-4"

8"

h3

h2

u BAR

h BAR

7 - #4 d BARS (BACK WALL)

@ 10" CTS

5 -

#4

f B

AR

S @

15

" C

TS

(BO

TT

OM

OF

FR

ON

T W

AL

L)

1 - #6 h BAR

INV. ELEV. = 892.75

IN PAIRS

9’’

4 1/

2 ’’

4’-11’’

42’’ PRECAST

CONC. PIPE

SECTION

5’-

7’’

42’’ PRECAST

CONC. PIPE

SECTION

5’-7’’

4 -

h B

AR

S (

BA

CK

WA

LL

)

@ 9

" C

TS

2

5’-1

1 1

/2’’

11 1

/2’’

4 1

/2’’

133^

107^

4-#

4 h

BA

RS

AT

12

’’ C

TS

BO

TT

OM

3

*

BAR z

CUT TO FIT AROUND PIPE OPENINGS

*

d

BAR SIZE NO. WEIGHT (LB)


CU YD

LB

PLAN

SECTION B-B

B-B

B-B

A-A

A-A

1

2’-0"

d

f

h

u

v

4

6

4

4

4

6

4

2’-

8’’

LENGTH

15

4

2

GENERAL NOTES:

SLOPE FLOW LINE OF THE DROP BOX AT THE

BILL OF MATERIALS(FOR REINFORCEMENT)

8

4

3’-0’’

4



CU YD

LB

PLAN

B-B

B-B 1

2’-0"

d

f

h

u

v

4

4

6

4

4

4

6

4

2

LENGTH

2

SLOPE FLOW LINE OF THE DROP BOX AT THE

BILL OF MATERIALS(FOR REINFORCEMENT)

4’-4’’

4

1

1

1

2

3

h

h

hBAR d BAR f

BAR u

SAME RATE AS THE FLOW LINE OF THE BOX.

5

50.93

26.72

14.03

80.66

4.01

5’-1"

13’-5’’

6.68

7.89

z 4 2 6’-8’’ 8.91

5’-3’’

5’-3’’

VIEW A-A

BAR z

2’-6

’’

2’-2’’

2’-0

’’

5’-0’’

11.57

CONCRETE STRUCTURES

REINFORCEMENT BARS

1.9

220

SEE PLAN AND PROFILE SHEET 32 OF 137 FOR MORE INFORMATION.

CULVERT DROP BOX FOR 42" REINFORCED CONCRETE PIPE

5"

u BAR

1-1/2"

5 h

B

AR

S @

1’-0

" C

TS

2

1:1

1’-6"

8"

8" 8"

5’-6

-1

/2"

48" R

CP

8"

7’-4"

4 NO 6 u BARS

1-1/2" CL (TYP)

5 h

BA

RS

@ 1

’-0

" C

TS

1

6 NO 4 v BARS@ 1’-0" CTS

1 NO 6 h BAR

@ 1’-0" CTS

6 NO 4 d BARS

h3

h5

h4

h4

h5

h3h2

h2

8 NO 4 v BARS

@ 1’-0" CTS

8 NO 4 d BARS1 NO 6 h BAR

BAR d

BAR u

2’-9"

2’-9"

7’-0"

6’-4"

SEE DETAIL "A"

SEE DETAIL "B"

DETAIL "A"

DETAIL "B"

4"

4"

8"

3" GALV. STEEL

PIPE (Typ) 4"

1/2 "x4"x14" TOP

ANCHOR PLATE

PLAN

SECTION B-B

SECTION A-A

2’-0"

A-A

A-A

B-BB-B

TOP ANCHOR PLATE

1’-2"

4"2"

10"2" 2"

1/2 " STEEL PLATE


2’-10"

GALVANIZED

STEEL PIPE

CAP (TYP)



BOLTS


STRENGTH BOLTS WITH


BAR f

1’-2"

11"



3" PIPE (TYP)

f BAR

10.5" CL

5"

5’-6

-1

/2"

1’-8"1’-8"1’-8"

h

h

4

3

h

h

4

3

h2

h2

h2

2’-0" 2’-0"

@ 1’-0" CTS

d d

d d

v v

h BARd BAR

h BAR

30

8"

STEEL PLATES SHALL CONFORM TO AASHTO M-183 AND SHALL BE


Reinforement bars shall conform to the requirements of

AASHTO M-31 or M-53, Grade 60.

Class "SI" Concrete shall be used. Exposed edges shall be

beveled 3/4 ".



LENGTHNO.SIZEBAR


4.0

401.64

8

4

7’-8"

6’-8"

8

4

4

BAR SHAPE

5’-6"

2’-1"

7’-0"

6’-1"

7’-1"

2’-7"

1’-7"

1’-4"

7’-1"

9’-10"

4’-6"

GENERAL NOTES

d

f

h

h1

h2

h3

h4

h5

h6

h7

u

v

4

4

6

4

4

4

4

4

4

4

6

4

34

3

1

10

5

4

4

2

8

7

4

20

Contractor shall field verify Galvanized pipe length.

DROP BOX NO. 4STA 530+06.476

8- #

4 h

B

AR

S

@ 1

’-0

" C

TS

.

135^

7- #4 h BARS

@ 1’-0" CTS.

7

6

48" RCP

7

6’-11"



BILL OF MATERIAL

5 -

# 4

d B

AR

S

@ 1

’-0

" C

TS

DROP BOX NO. 4

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06

DROP BOX NO. 4

4 NO 6

u BARS

Reinforcement Bars, Bolts, Nuts, Washers, Steel Plates, earth

excavation where required, and necessary grading to fit the

inlet as shown in the cross sections or to the slope

Bolts, Nuts, and Washers shall be in accordance with Article

710.11 of the Standard Specification and shall be galvanized.

CLASS "SI" CONCRETE

REINFORCEMENT BARS

EXPANSION BOLTS 1/2 "

5/8 " X 9" GALV. STEEL BOLTS

3" GALV. STEEL PIPE

3" GALV. PIPE CAPS

1/2 " X 4" X 14" GALV. PLATE

1/4 " GALV STEEL PLATE

(9" NOMINAL)

CU YD

LB

EACH

EACH

@2

@2

EACH

EACH

EACH



CLASS "SI" CONCRETE

REINFORCEMENT BARS

CU YD

LB

4.7

382.33

BAR d

BAR u

2’-9"

2’-9"

PLAN

SECTION B-B

BAR f

1’-0"

1’-0"

9"

8"

1’-6"

6’-4"

8"

8"

54"

RCP

5-1/2"

7’-4"

7’-0-1/2

"

8" 8"

54" R

CP

5-1

/2"

B-B

B-B

A-A

A-A

8"

6’-4"

6’-0

"

7’-4

"

6’-8"

BAR d

1’-6"

2’-9"

1

d1 d1

h3

h3

h h

SECTION A-A

@ 1’-0" CTS

5 NO 4 v BARS

@ 1’-0" CTS

v

1

1 NO 6 h BAR

f BAR

@ 1

’-0

" C

TS

1

@ 1’-0" CTS

@ 1’-0" CTS

1

@ 1

’-0

" C

TS

2

h BAR1

h BAR1

h BAR

d BAR

u BAR

h2

h2

1-1/2" CL (TYP)

2" CL

BAR z

d

d1

d

d1

8"

8"

h BAR

u BAR

z BAR

1:1

BILL OF MATERIAL

6 h

BA

RS

11

-1

/2"

GALVANIZED STEELPIPE CAP (TYP)

1’-2"1’-2"

2’-0

"2

’-0

"

9" SQUARE OR ROUND 1/4" PLATE

WITH HOLE TO FIT 3" PIPE (TYP)

5/8" X 9" HIGH TENSILE STRENGTH

BOLTS WITH WASHERS AND NUT (TYP)

11 1/2"

1/2" X 4" X 4" STEEL PLATE

WITH 1/2" DIA. EXPANSION BOLTS

5’-8"

2’-4

"

3’-

4"

2’-6"

DETAIL "A"

4"

4"3" GALV. STEEL

PIPE (Typ)

1/2 "x4"x14" TOP

ANCHOR PLATE

DETAIL "B"

8"

4"

TOP ANCHOR PLATE

1’-2"

4"2"

10"2" 2"

1/2 " STEEL PLATE


2

5

1

14

7

2

2

5’-6"

4’-3"

2’-0"

7’-0"

6’-0"

7’-0"

d

d1

f

h

h1

h2

h3

u

v

v1

z

4

4

4

6

4

4

4

6

4

4

4

7’-0"

18’-0"

6’-5"

5’-8"

8’-2"

5.68

6.68

10.51

56.11

32.73

54.07

10.92


3" GALVANIZED STEEL PIPE2@ 7’-8"

2@ 6’-0"

EACH 4

EACH 8

EACH 4

EACH 4

EXPANSION BOLTS 1/2"

3" GALVANIZED PIPE CAPS

1/4" GALVANIZED STEEL PLATE (9" NOMINAL)

1/2"x4"x14" GALVANIZED STEEL PLATE

EACH 45/8"x9" GALVANIZED STEEL BOLTS

GENERAL NOTES

Order 3 h3 bars and 4 v2 bars full length

for the front wall and cut to fit in the field




M-31 or M-53, Grade 60.









Bolts, Nuts, and Washers shall be in accordance with Article 710.11 of

the Standard Specification and shall be galvanized.

Contractor shall field verify pipe dimensions prior to ordering.

DROP BOX NO. 1

STATION 496+41

SEE DETAIL "A"

8 - #4 v BARS (BACK WALL)

8 - #4 d BARS (BACK WALL)

6’-0

"

BACK WALL

? ELEV = 880.00

FRONT WALL

ELEV = 885.30

SEE DETAIL "B"

2

5 -

#4 f

BA

RS

@ 1

8" C

TS

(BO

TT

OM

OF

FR

ON

T W

.)

4 - #6 u BARS

5 - #4 d BARS

6 -

h B

AR

S (

BA

CK

WA

LL

)

5’-0"

5’-4

"

3 3

LENGTH

30 110.22

18.70

8.57

68.14

4

2

18

101.7^

133^

135^

@ 1

’-0

" C

TS

5 -

# 4

d B

AR

S

DROP BOX NO. 1

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06

DROP BOX NO. 1

h3

h3

h4 h4

h4 h4

h4

h4

h4

h4 h4

h4

h4

h4

V3V3V3V3V3V3

V3V3V3

V3

V3 V3

A A

1:3.32

BAR d

9’-0"

BAR f

8" 2’-9"

2’-9"1’-0"

BAR u

BILL OF MATERIAL

LENGTHNO.SIZEBAR


CLASS "SI" CONCRETE

REINFORCEMENT BARS

CU YD

LB

BAR f1

8"

13’-5"

5’-6" 9’-0"

BAR u

4’-2"6’-3"

1

h BAR2

8 - #5 d BARS @ 12" CTS

10"

4

7 -

#5

d B

AR

S @

11

" C

TS

2 -

#5

h B

AR

S (

EA

CH

FA

CE

)3

9’-0

"

8’-3

"2 - #5 u BARS

1

2 - #5 u BARS

2

33 - #5 v BARS @ 12" CTS

9’-4"

2 - #5 v BARS

(EACH FACE)

7"

2 - #5 f BARS

HEADWALL

3 -

#5

h B

AR

S

@ 1

1" C

TS

A-A

2 - #5 h BARS3

d BAR

12 - #5 v BARS @ 12" CTS

4 -

#5

h B

AR

S

@ 1

1" C

TS

2

1 - #5 f BAR1

10

"

d BAR

2-#5 u BARS1

2-#5 u BARS

12"

9"1:1

2-#6 f BARS1’-6"

13’-0" 5’-8"

17 - #5 d BARS @ 12" CTS

d BAR

2’-0

"

10" 6"

v BAR4

d BARS

4’-7

"

5-#5 h

BA

RS

@ 1

1" C

TS

1

5 - #5 v BARS @ 12" CTS

SIDE WALL

5-#5 h

BA

RS

@ 1

1" C

TS

4 - #5 d BARS

@ 12" CTS (EACH END)

8"

9 - #5 v BARS @ 12" CTS

7 - #5 d BARS @ 12" CTS 10"

4’-7

"

9’-4"

2’-0" 2’-0" 2’-0" 2’-0"

BACK WALL

18’-8"

3’-0"2’ 1’4’-6"1’-2"

d BAR

9’-4

"

10 -

#5 h

BA

RS

@ 1

2" C

TS

5

GENERAL NOTESBOTTOM SLAB

d 715 5’-6"

SHAPE

f

h

f1

6

h1

h2

h3

h4

h5

h6

v

v1

v2

v3

u

u1

h7

v4

5

5

5

5

5

5

5

5

5

5

5

5

2 9’-0"

5 9’-0"

10 18’-5"

4 11’-0"

4 9’-1"

3 9’-0"

10 18’-5"

15 9’-1"

19 4’-4"

12 13’-7"

4 8’-9"

3 8’-0"

2 15’-3"

5 2 13’-3"

4 2 19’-7"

4 2 9’-0"

4 9 3’-2"

13.0

1561.60


3" GALVANIZED STEEL PIPE

5@ 9’-7"

3@ 5’-8"

EACH 20

EACH 10

EACH




EACH5/8"x9" GALVANIZED STEEL BOLTS

13’-0"3@

16

15

Reinforement bars shall conform to the

requirements of AASHTO M-31 or M-53,

Grade 60.

Class "SI" Concrete shall be used. Exposed

edges shall be beveled 3/4 ".

This work shall be done according to the

applicable portion of 503, 508, and 542 of

the Standard Specifications.

Contractor shall field verify Galvanized pipe lenght.

Order h2 & V4 Bars Full length, Cut to fit in the

field and use the remainderin the opposite walls

Order 5-h4 & 3-v3 Bars Full Length and

cut to fit in field

2 - #4 h BARS @ 15" CTS7

d BAR

15 - #5 h BARS @ 12" CTS

72"

u BAR

h BAR

u BAR1

3h BARS4

6- #

4 g

BA

RS

@ 1

’-5

1/2

" C

TS

.

BAR g

135^

1’-0"

163.6^163.6^

6

g 4 6 2’-0"

ELEV. 757.75

ELEV. 754.00

1

72

"

1’-0"






10"

DROP BOX NO. 5

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06

DROP BOX NO. 5

1:4

8"1’-0" 6’-0"

6’-0"

8"

78

"7

1/2

"6

"9

"7

1/2

"

1’-2"

4’-6"

9"

A

A

B

Bb L a

8’-9"8" 8"

b a

6’-0" 6’-0"12"8"8"

14"

78

"7

1/2

"7

1/2

"14"

GALVANIZED STEEL PIPE CAPS (TYP)

1/2 " DIA. EXP. BOLTS (TYP)

3 1/2 " GALV. STEEL PIPE (TYP)

5/8 " x 9" HIGH TENSILE BOLTS

WITH NUT & WASHER

8"

8"

14’-4"

8" 8"

78

"7

1/2

"7

1/2

"14"

14"

10

’-1

"

a

L

1 1/2 " CL.

L

L1 1/

2 "

CL

.

a

PLAN

ELEVATION


78"

8’-

4 1

/2 "

10’-1"

8" 8"

a b

5 S

PA

CE

S @

1’-9" =

8’-9"

V1

1 12

h3

h

h2

S BAR

4’-6"

9"

L

1

1

9"

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

EACH

CU YD

3 1/2 " GALV. STEEL PIPE

1/2 " x 4" x 14" GALV. ANCHOR PLATE

5/8 " x 9" GALV. BOLTS

9" SQ. OR ROUND 1/4 ’ GALV. PLATE

12

8

8

4 @ 13’-9"

2 @ 10’-3"

GALV. STEEL PIPE CAPS


38

26

20

2

2

4

5

51

4

10

34

11

a

b

h

h

h

h

h

L

L

L

V - V

S

1 12

1

2

3

4

1

2

#5

#7

#6

#6

#6

#6

#6

#4

#4

#4

#4

#4

TOTAL REINFORCEMENT BARS lb

16

8

CL SI CONC.

4’-7"

4’-4

"

4’-

1"

3’-

10

"

3’-7

"

3’-4"

3’-

1"

2’-

10"

2’-7"

2’-4

"

2’-

1"

1’-

10

"

V1

V2

V3

V4

V5

V6

V7

V8

V9

V10

V11

V12

L2

L

L1

4

L1

GENERAL NOTES:

4’-6"

2’-0"

"L" BAR

5’-

1"

2’-0"

"L " BAR1

5’-7

"

2’-0"

"L " BAR2

11"

12"

1’-4"

"S" BAR

TOP ANCHOR PLATE

2"10"

2"

4"

2"

1/2 " STEEL PLATE(2) 5/8 " DIA. HOLES

DETAIL "A"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4" DETAIL "B"

8" & VAR

4"

SEE DETAIL "B"

SEE DETAIL "A"

1

EACH

EACH

EACH

EACH

EACH

2110.09

11.26


GALV. PLATE WITH HOLE TO

FIT 3 1/2 " PIPE 389.73

744.02

420.56

30.04

18.02

33.04

73.85

221.44

18.93

50.66

85.92

23.88

9’-10"

14’-0"

14’-0"

10’-0"

6’-0"

5’-6"

9’-10".

6’-6"

7’-1"

7’-7"

1’-10"-4’-7"

3’-3"

19 #5 L BARS @ 8" CTS.

a

a

#4 V - V BARS @ 12" CTS.

h3

5 #

6 h

BA

RS

@ 1

2" C

TS

.

14 #5 a BARS AT 12" cts. (TOP)

14 #5 a BARS AT 12" cts. (BOTTOM)

b

9 #

7 b

BA

RS

AT

12

" c

ts.

(T

OP

& B

OT

.)

b

h

1

h

1

2

4"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

1:4

13 #4 L BARS @ 8" CTS.

OUTSIDE FACE

5 #

6 h

BA

RS

@ 1

2" c

ts.

OU

TS

IDE

FA

CE

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-26-06



3 #4 V BARS

(OUTSIDE FACE)

(EACH SIDE)

2 #4 V BARS

(INSIDE FACE)

(EACH SIDE)

3 #4 L BARS

(OUTSIDE FACE)

(EACH SIDE)



TO A.S.T.M. A-120.





BE GALVANIZED.

THE CONTRACT UNIT PRICE "EACH" FOR INLET BOX SPECIAL

NO. 1 SHALL INCLUDE THE EXPANSION BOLTS,

GALVANIZED PIPES, CL SI CONCRETE, BOLTS, NUTS, REINFORCEMENT,

WASHERS, STEEL PLATES, EARTH EXCAVATION AND

NECESSARY GRADING.

78

"7-1/2

"

7’-2"1’-2"

7-1/2"

9"

7’-0"8" 8"

6"

9"

11’-2"

8" 8"

B

A

B

A

11’-2"

7’-

10 1

/2 "

9’-0

"

11’-2"

9"

7-1/2"

SECTION A-A ELEVATION

PLAN

SECTION B-B

8" 8"

6"

CONST. JT.

9"

CONST. JT.

6"

7-1/2

"

78" DIA.

5 EQUAL SPACES (9’-10")8" 8"

7’-0"

8"

8"

12"

PLAN

V2 V1

h

h BARS

L BARS

ah BARSa

2 h BARS

h BARSa

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

L

a

h

V

V

V

1

2

h

S

1

24

36

35

10

2

4

25

12

#8

#6

#4

#4

#4

#4

#5

#5

2’-0"

7’-0"

12"1’-4"

BAR "S"BAR "L"

7’-7"

10’-11"

9’

8’-8"

8’-3"

8’-9"

8’-1"

3’-3"

CL SI CONC.

REINFORCEMENT BARS

CU YD

3" GALV. STEEL PIPE EACH


4 @ 9’-0"

1 @ 11’-4"

EACH

EACH

EACH

EACH

5/8 " x 9" GALV. BOLTS 4

GALV. STEEL PIPE CAPS 10

6

9" SQ. OR ROUND 1/4 " GALV. PLATE 6

12 1/2 " } GALV. EXP. BOLTS

11"

1

1

DETAIL "A"

TOP ANCHOR PLATE

1/2 " x 4" x 14"

TOP ANCHOR PLATE

7"

4"

2"10"

2"

4"

2"


GENERAL NOTES:

SEE DETAIL "A"

SEE DETAIL "B"

LB

1

4"

9.45




WITH NUT & WASHER

3" GALV. STEEL PIPE (TYP)



FIT 3 1/2 " PIPE485.94

590.29

210.42

57.92

11.02

23.38

210.77

40.68

1630.42

1

1

12 #5 S BAR @ 12" CTS.

8 #

6 h

BA

RS

@ 1

2" C

TS

. (IN

SID

E F

AC

E)

4 #

6 h

BA

RS

@ 2

4" C

TS

. (O

UT

. F

AC

E)

h1

6 #4 L BARS @ 12" CTS. (OUT. FACE)

3 #4 L BARS @ 24" CTS. (INSIDE FACE)

3 #4 V BARS

(OUT. FACE)

2 #4 V BARS

(INSIDE FACE)



8 #

6 h

BA

RS

@ 1

2" C

TS

. (IN

SID

E F

AC

E)

4 #

6 h

BA

RS

@ 2

4" C

TS

. (O

UT

. F

AC

E)

18 #8 a BARS @ 7-1/2" CTS. (TOP)

6 #8 a BARS @ 2’ CTS. (BOT.)

10 #

5 h

B

AR

S

@ 1

2" C

TS

.

DETAIL "B"

8" & VAR

4"

4"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

(EACH SIDE)

(EACH SIDE)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-26-06





TO A.S.T.M. A-120.





BE GALVANIZED.





1:4

8"1’-0" 6’-0"

6’-0"

8"7

8"

7 1/

2 "

6"

9"

7 1/

2 "

1’-2"

4’-6"

9"

A

A

B

Bb L a

8’-9"8" 8"

b a

6’-0" 6’-0"12"8"8"

14"

78

"7

1/2

"7

1/2

"14"





WITH NUT & WASHER

8"

8"

14’-4"

8" 8"

78

"7

1/2

"7

1/2

"14"

14"

10

’-1

"

a

L

1 1/2 " CL.

L

L1 1/

2 "

CL

.

a

PLAN

ELEVATION


78"

8’-

4 1

/2 "

10’-1"

8" 8"

a b

5 S

PA

CE

S @

1’-9" =

8’-9"

V1

1 12

h3

h

h2

S BAR

4’-6"

9"

L

9"

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

EACH

CU YD





12

8

8

4 @ 13’-9"

2 @ 10’-3"



38

26

20

2

2

4

5

51

4

10

34

11

a

b

h

h

h

h

h

L

L

L

V - V

S

1 12

1

2

3

4

1

2

#5

#7

#6

#6

#6

#6

#6

#4

#4

#4

#4

#4

TOTAL REINFORCEMENT BARS lb

16

8

CL SI CONC.

4’-7"

4’-4

"

4’-

1"

3’-

10

"

3’-7

"

3’-4"

3’-

1"

2’-

10"

2’-7"

2’-4

"

2’-

1"

1’-

10

"

V1

V2

V3

V4

V5

V6

V7

V8

V9

V10

V11

V12

L2

L

L1

4

L1

GENERAL NOTES:

4’-6"

2’-0"

"L" BAR

5’-

1"

2’-0"

"L " BAR1

5’-7

"

2’-0"

"L " BAR2

11"

12"

1’-4"

"S" BAR

TOP ANCHOR PLATE

2"10"

2"

4"

2"


DETAIL "A"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4"

8" & VAR

4"4"

SEE DETAIL "B"

SEE DETAIL "A"

1

EACH

EACH

EACH

EACH

EACH

2110.09

11.26



FIT 3 1/2 " PIPE 389.73

744.02

420.56

30.04

18.02

33.04

73.85

221.44

18.93

50.66

85.92

23.88

9’-10"

14’-0"

14’-0"

10’-0"

6’-0"

5’-6"

9’-10".

6’-6"

7’-1"

7’-7"

1’-10"-4’-7"

3’-3"

19 #5 L BARS @ 8" CTS.

a

a

#4 V - V BARS @ 12" CTS.

h3

5 #

6 h

BA

RS

@ 1

2" C

TS

.

14 #5 a BARS AT 12" cts. (TOP)

14 #5 a BARS AT 12" cts. (BOTTOM)

b

9 #

7 b

BA

RS

AT

12

" c

ts.

(T

OP

& B

OT

.)

b

h

1

h

1

4"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

1:4

13 #4 L BARS @ 8" CTS.

OUTSIDE FACE

5 #

6 h

BA

RS

@ 1

2" c

ts.

OU

TS

IDE

FA

CE

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED




7-6-06

3 #4 V BARS

(OUTSIDE FACE)

(EACH SIDE)

2 #4 V BARS

(INSIDE FACE)

(EACH SIDE)

1

1

3 #4 L BARS

(OUTSIDE FACE)

(EACH SIDE)

2

DETAIL "B"



TO A.S.T.M. A-120.





BE GALVANIZED.

THE CONTRACT UNIT PRICE "EACH" FOR INLET BOX SPECIAL

NO. 1 SHALL INCLUDE THE EXPANSION BOLTS,

GALVANIZED PIPES, CL SI CONCRETE, BOLTS, NUTS, REINFORCEMENT,

WASHERS, STEEL PLATES, EARTH EXCAVATION AND

NECESSARY GRADING.

78

"7-1/2

"

7’-2"1’-2"

7-1/2"

9"

7’-0"8" 8"

6"

9"

11’-2"

8" 8"

B

A

B

A

11’-2"

7’-

10 1

/2 "

9’-0

"

11’-2"

9"

7-1/2"

SECTION A-A ELEVATION

PLAN

SECTION B-B

8" 8"

6"

CONST. JT.

9"

CONST. JT.

6"

7-1/2

"

78" DIA.

5 EQUAL SPACES (9’-10")8" 8"

7’-0"

8"

8"

12"

PLAN

V2 V1

h

h BARS

L BARS

ah BARSa

2 h BARS

h BARSa

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

L

a

h

V

V

V

1

2

h

S

1

24

36

35

10

2

4

25

12

#8

#6

#4

#4

#4

#4

#5

#5

2’-0"

7’-0"

12"1’-4"

BAR "S"BAR "L"

7’-7"

10’-11"

9’

8’-8"

8’-3"

8’-9"

8’-1"

3’-3"

CL SI CONC.

REINFORCEMENT BARS

CU YD

3" GALV. STEEL PIPE EACH


4 @ 9’-0"

1 @ 11’-4"

EACH

EACH

EACH

EACH


GALV. STEEL PIPE CAPS 10

6

9" SQ. OR ROUND 1/4 " GALV. PLATE 6

12 1/2 " } GALV. EXP. BOLTS

11"

1

1

DETAIL "A"

TOP ANCHOR PLATE

1/2 " x 4" x 14"

TOP ANCHOR PLATE

7"

4"

2"10"

2"

4"

2"


GENERAL NOTES:

SEE DETAIL "A"

SEE DETAIL "B"

LB

1

4"

9.45




WITH NUT & WASHER

3" GALV. STEEL PIPE (TYP)



FIT 3 1/2 " PIPE

485.94

590.29

210.42

57.92

11.02

23.38

210.77

40.68

1630.42

1

1

12 #5 S BAR @ 12" CTS.

8 #

6 h

BA

RS

@ 1

2" C

TS

. (IN

SID

E F

AC

E)

4 #

6 h

BA

RS

@ 2

4" C

TS

. (O

UT

. F

AC

E)

h1



3 #4 V BARS

(OUT. FACE)

2 #4 V BARS

(INSIDE FACE)



8 #

6 h

BA

RS

@ 1

2" C

TS

. (IN

SID

E F

AC

E)

4 #

6 h

BA

RS

@ 2

4" C

TS

. (O

UT

. F

AC

E)

18 #8 a BARS @ 7-1/2" CTS. (TOP)

6 #8 a BARS @ 2’ CTS. (BOT.)

10 #

5 h

B

AR

S

@ 1

2" C

TS

.

DETAIL "B"

8" & VAR

4"

4"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

(EACH SIDE)

(EACH SIDE)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED




7-6-06



TO A.S.T.M. A-120.





BE GALVANIZED.





BAR dBAR u

2’-7"

2’-7"

BAR g

2’-4.5"

2’-4.5"

BILL OF MATERIAL

GENERAL NOTES

DETAIL "B"

8"

4"

BAR u

5’-4"

9’-1"

3’-7"

9’-1"

1

LENGTHNO.SIZEBAR


CLASS "SI" CONCRETE

REINFORCEMENT BARS

CU YD

LB

SHAPE

d 5

6

f1 4 2

2

50 5’-2"

9’-5"

18’-11"

9’-5"

18’-5"

h 5 4

h1 5 8

5

5

5

5

5

5h2 4

v

v1 12

v2

u 2

u1 5 2

4 2

16’-1"

19’-10"

20 3’-2"

10’-0"

4 10 3’-2"

10’-9"

h3 16

h4 18’-5"8

9’-5"

h5 9’-5"

h6 4 0’-9"6

f


3" GALVANIZED STEEL PIPE

5@ 10’-0"

3@ 5’-7"

EACH 22

EACH 10

EACH




EACH5/8"x9" GALVANIZED STEEL BOLTS

12’-8"3@

13

15

Bolts, Nuts, and Washers shall be in accordance with Article 710.11

of the Standard Specification and shall be galvanized.

STEEL PLATES SHALL CONFORM TO AASHTO M-183 AND SHALL BE


This work shall be done according to the applicable portion

of 503, 508, and 542 of the Standard Specifications.

Class "SI" Concrete shall be used. Exposed edges shall be

beveled 3/4 ".


M-31 or M-53, Grade 60.

Order 4-h2 & 10-v1 Bars Full Length and cut to

fit in field. Use Remainder in Opp. Wall

BAR f1

8"

12’-9"

5’-6"

1’-6"

13’-0" 5’-8"

16 - #5 d BARS @ 12" Cts

(EACH WALL)

1:18" d BARS

ELEV = 839.00

2’-0

"

8"

2-#6 f BARS 2-#4 h BARS @ 15" CTS5

v BAR2

6"

d BARS

8"

3’-5

"

4-#5 h

BA

RS

@ 1

1" C

TS

1

ELEV = 841.40

5-#5 v BARS @12" CTS

4-#5 h

BA

RS

@ 1

1" C

TS

2

12-#5 v BARS

@ 12" CTS1

1-#4 f BAR1

1:3.4

1-#5 d BAR

(EACH SIDE)

8"

f & h BARS1 5

d BAR

2-#5 u BARS

2-#5 u BARS

7’-8

"

SIDEWALLS

BOTTOM SLAB

d BAR

1’-0"

18’-8"

3’-0"2’-0"4’-6"1’-2" d BAR

8 -

#5 h

BA

RS

@ 1

2" C

TS

4

9’-8

"

16 - #5 h BARS @ 12" CTS

d BAR

8"

7’x

5’

BO

X C

UL

VE

RT

8"

7’-0

"8

"

8"

8"

2 - #5 u BARS1

2 - #5 u BARS

2 - #6 f BARS

HEADWALL

6’-4

"

8’-4"

9’-8"

6 - #4 h BARS @15’ CTS

8"

8"

5-#5 h

BA

RS

@ 1

1" C

TS

4 - #5 d BARS @ 11" CTS

(EACH END)

9’-8"

10 - #5 v BARS @ 12" CTS

8 - #5 d BARS @ 12" CTS

8"

3’-5

"

2’-1"2’-1"2’-1"2’-1"

BACK WALL

1

10"

g

3

6 -

#4

g B

AR

S @

18

" C

TS

6

Contractor shall field verify Galvanized pipe length

1182.51

9.0

g 4 6 2’-0"

BAR g

135^

1’

1’

163.6^163.6^

DETAIL B

DETAIL "A"

4"

4"3" GALV. STEEL

PIPE (Typ)

1/2 "x4"x14" TOP

ANCHOR PLATE

DETAIL A






DROP BOX NO. 2

DROP BOX NO. 2

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06

DROP BOX NO. 2

H

V

U

8’-0"

HEADWALL

U V

H

8’-4"

BAR NUMBER SIZE

UNIT QTY.

REINFORCEMENT BARS

A

H

U

10

11

11

LB

25’-8"

9’-8"

1’-0"

8"

8"

8’-0

"

8’-0

"

9’-0

"

A

8"

#5

#5 8’-8"

#6

V 41 10’-3"#6

H 22 #5 7’-6"1

EACH 1

LENGTH

7’-

10 1

/2 "

11 #5 H BARS

AT 12" CTS

BOTT. SLAB

10’-0"

8’-0"

H1

H2

V1

BACK FACE

3

WINGWALL

2’-2

"1

’-2

"

3’-0"

H1

H2

H1

H2

3’-0" 2’-0"

3’-0

"

1’-0"

2’-0

"

H 18 #5 6’-5"2

H 4 #5 15’-0"3

V 8 #5 10’-2"1

6" COMPACTED

CA-7 GRAVEL

PRECAST BOX CULVERT (8’ X 8’)

1:3

8’-0"

H

EMBANKM

ENT

8"

1’-0"

14 #6 V BARS AT 8" CTS

634.93

636.22

6"

8’-0

"

7’-

10 1

/2 "

8"

8"

PRECAST BOX CULVERT (8’ X 8’)

BACK FACE

3 H

2’-2

"

LA

P

1 #5 S BAR

1 #5 S BAR

1’-6"

8"

1

1

1 #5 H BAR TOP AND BOTTOM (4 TOTAL)

3 H

S 4 #5

6’-0"

9’-10"

S BAR

AA

CC

B

B

*WINGWALL REINFORCEMENT NOT SHOWN FOR CLARITY

1’-0"

1 2

BACK FACE

1

3 H

3 H

6" COMPACTED

CA-7 GRAVEL

10’-6"

1 1/2 "

CL.

1 1/2 "

CL.

1’-0"

1’-0"

1’-0"

1’-2"

8’-

6 1

/2 "

13 # 6 V BARS

1’-0" 1’-0"

10’-6"

627.05

1’-0"

2" CL.

8’-

6 1

/2 "

1’-

3 1

/2 "

2’-1"

8’-2

"

8"

1’-

11

"9"

1’-3"

10 #5 A BARS AT 12" CTS.

BOTTOM SLAB

21’-10"

1787

11 #

5 H

BA

RS

AT

10"

CT

S B

AC

K F

AC

E

4 #5 V BARS EACH WALL

9 #

5 H

BA

RS

AT

12"

CT

S F

RO

NT

FA

CE

11 #

6 U

BA

RS

AT

9" C

TS

.

AT 8" CTS

CULVERT DROP BOX

ITEM

**

**

CLASS SI CONCRETE 13.0CU. YD.

** QUANTITIES FOR REFERENCE ONLY

CLASS "SI" CONCRETE SHALL BE USED THROUGHOUT.

EXPOSED EDGES SHALL BE CHAMFERED 3/4 ".

THE CONTRACT UNIT PRICE "EACH" FOR

CULVERT DROP BOX SHALL INCLUDE

CLASS SI CONCRETE, REINFORCEMENT BARS,

POROUS GRANULAR BEDDING MATERIAL, EARTH EXCAVATION,

AND NECESSARY GRADING TO FIT INLETS TO SLOPES.

REINFORCEMENT BARS SHALL CONFORM TO THE REQUIREMENTS

OF AASHTO M-31 OR M-53, GRADE 60.

General Notes

Bill of Materials

S BAR

U BAR V BAR

1 2H H BAR

WINGWALL

6" COMPACTED

CA-7 GRAVEL

PLAN VIEW

SECTION A-A

SECTION B-B

SECTION C-C

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


8-16-05

CULVERT DROP BOX

CULVERT DROP BOX

1:4

30^

~ IL 26

EX

IS

T.

2 -

54

" P

IP

E

1’-6" 6’-8 1/8 " 6’-8 1/8 " 1’-6"

7 E

QU

AL

SPA

CE

S

13’-1

1"

8"

17’-1 1/2 "

8"

17’-1 1/2 "

1’-6" 6’-8 1/2 "

1’-6"

4"

8"

5 1/2 "

5 1/2 "

54"

8"

2’-0

"

8"

2’-3"

6’-8 1/2 "

SECTION A-A

h

2’-2"

BAR "L - L "1 18

2’-0"

2’-

4 1

/2 "

BAR "d"

VA

R.

6’-4"

5’-

11"

5’-

8 1

/2 "

5’-6"

5’-

3 1

/2 "

4’-

5 1

/2 "

3’-5

"

3’-

7 1

/2 "

3’-

10

"

3’-

2 1

/2 "

3’-0"

2’-9

"

6’-1

1/2

"

4’-3"

L L151

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L16

L17

L18

4’-

10

1/2

"

4’-1

/2"

4’-8"

5’-

1"

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

L - L

1

1 18

d

a

h

h

2

2

L

a BAR

a BAR

1

h


EXPANSION BOLTS 3/4 " } EACH 26

CL SI CONC. CU YD

3 1/2 " GALV. STEEL PIPE EACH

1/2 " x 4" x 14" GALV. ANCHOR PLATE EACH 6

5/8 " x 9" GALV. BOLTS EACH 18

1/2 " } GALV. EXP. BOLTS EACH 12

9" SQ. OR ROUND 1/4 " GALV. PLATE EACH 6

GALV. STEEL PIPE CAPS EACH 18

GENERAL NOTES:

TOP ANCHOR PLATE

2"10"

2"

4"

2"


SEE DETAIL "B"

SEE DETAIL "B"

LB 765.78

10.82




WITH NUT & WASHER

GALVANIZED STEEL PIPE CAPS (TYP)9" SQUARE OR ROUND 1/4 "


FIT 3 1/2 " PIPE

SEE DETAIL "A"

DETAIL "A"

8" & VAR

4"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4"

DETAIL "B"

14 #4 d BAR

@ 12" CTS.

4 #4 h BARS @ 12" CTS. 18 #4 h BAR

@ 12" CTS.

3

h

h

4

(4)

3/4

" E

XP

AN

SIO

N B

OL

TS

@ 1

8" C

TS

. (E

AC

H S

IDE

)

h3

h4

4

14

22

18

36

2

2

2

#4

#4

#4

#4

#5

#4

#4

#4

16.7

40.92

247.38

162.32

252.58

20.32

15.87

9.69

6’-3"

4’-4-1/2"

16’-10"

13’-6"

2’-9"-6’-4"

15’-2-1/2"

11’-10-1/2"

7’-3"

6 @ 16’-11"

3 @ 15’-11"

1:4

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06

GRATED CULVERT EXTENSION NO. 3




TO A.S.T.M. A-120.





BE GALVANIZED.

THE CONTRACT UNIT PRICE "EACH" FOR GRATED CULVERT

EXTENSION NO. 3 SHALL INCLUDE THE REMOVAL OF WINGWALLS,

EXPANSION BOLTS, GALVANIZED PIPES, CL SI CONCRETE, BOLTS,

NUTS, REINFORCEMENT, WASHERS, STEEL PLATES, EARTH

EXCAVATION AND NECESSARY GRADING.

30^

~ IL 26

EX

IS

T.

2 -

54

" P

IP

E

5 1/2 "

54"

10"

10"

5 1/2 "

5 1/2 "

5 1/2 "

8"

8"

7’-

7"

6’-7"

60^

30^

A

54"

A

PLAN

REMOVAL OF EXIST. STR. NO.4

8"

13’-1

1"

8"

17’-1-1/2"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06



14’-10"

8"

8

9

24

1/2 "

DIA. E

XP. BOLTS (T

YP)

9" SQUARE O

R ROUND 1

/4 "

GALV. PLATE W

ITH H

OLE TO

FIT 3 1/2

" PIP

E

GA

LVA

NIZ

ED S

TEEL PIP

E CA

PS (TY

P)3 1/2

" GALV. S

TEEL PIP

E (TYP)

5/8

" x 9

" HIG

H TENSIL

E BOLTS

WIT

H NUT &

WASHER

1:4

#5 h -

h @ 1

2" C

TS.

16 #5 h

BA

RS @

12"

CTS.

12"6"

12"6"

6"12"

60^

30^

~ IL 26

EX

IS

T.

2 -

54

" P

IP

E

21’-5 1/2 "

10 S

PA

CE

S @

2’-0

" c

ts.

8"

8"

14’-10"

8"

2’-0

"

8"

2’-3"

1’-5" 6’-0"

6’-0" 1’-5"

4"

8"

5 1/2 "

5 1/2 "

54"

2

1

17’-1 1/2 "

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

CL SI CONC. MISC.

EACH

CU YD

L - L

1

2

9

1 16

REINFORCEMENT BARS




9" SQ. OR ROUND 1/4 " GALV. PLATE

EXP. BOLTS 3/4 " }

EACH

EACH

23

26

19

9.83



EACH

EACH

d

a

h

h

b

h - h

h - h

8

24

a BAR

a BAR

b

1

1 16

SECTION A-A

h26

26h

EACH

EACH

38

16

DETAIL "D"

4"2"

2"

TOP ANCHOR PLATE

2"10"

2"

4"

2"


SEE DETAIL "D" SEE DETAIL "A"

SEE DETAIL "A"

DETAIL "B"

8" & VAR

4"

4"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

DETAIL "A"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4"

24 #4 d BAR

@ 12" cts.

3 #4 h BAR

@ 12’ cts.

16 #5 h BAR

@ 12" CTS.

C1

1:4

C2

C3

#5 L THRU L @ 12" CTS.

14

#4

m -

m

@ 1

2" C

TS

.

(4)

3/4

" E

XP

AN

SIO

N B

OL

TS

@ 1

8" C

TS

.

1m - m 4

1N - N 4

1C - C 3

17L - L 34

16

24

4

18

16

2

7

16

4

4

4

12

18

#5

#4

#4

#4

#5

#4

#5

#5

#5

#4

#4

#4

#5

8’-6"- 4’-9"

4’-4 1/2 "

5’-8"

14’-7"

14’-5"

22’-8"

3’-0"-13’-1"

2’-1"-10’-9"

16’-10"

3’-1"-12’-11"

3’-7"-14’-11"

2’-5"-5’-5"

2’-9-1/2"-6’-4"

26

7 @ 14’-7"

1 @ 12’-3"

1 @ 8’-9"

1 @ 5’-4"

1 @ 22’-5"

1 @ 20’-5"

1 @ 16’-5"

SEE DETAIL "B"

#5 h

- h @

12" C

TS.

15 #

4 h

BA

RS @

12" C

TS.

1100.13

110.56

70.35

15.20

175.35

241.97

30.29

58.93

107.1

70.23

21.71

25.11

47.00

126.33

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06



2’-2"

BAR "L - L "1 34

2’-0"

2’-

4 1

/2 "

BAR "d"

VA

R.

11’-

5"

9’-9

"

8’-

1"

6’-5"

4’-9

"

3’-0"

13’-

1"

10

’-9

"

9’-7"

9’-0

"

8’-5

"

7’-

10

"

7’-3

"

6’-

8 1

/2 "

6’-2"

4’-5"

5’-0"

5’-

6 1

/2 "

3’-

10

"

3’-3

"

2’-8

"

2’-

1"

10’-

2"

h2

h h3

h4

h5

h6

h7

h h1024

h23

h22

h21

h20

h19

h18

h17

h16

h15

h14

h13

h12

h11

h9

8

2’-7"

3’-

1"

3’-4"

3’-7

"

3’-

10

"

4’-

1"

4’-4

"

4’-

10"

5’-7

"

5’-4"

5’-

1"

5’-

10

"

6’-

1"

6’-4"

2’-

10"

L L151

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

4’-7"

L16

GENERAL NOTES:

4"

4"5"


2 #4 C BARS @ 3" CTS. (EACH SIDE)1-3

VA

R.

12"

3’-5

"

3’-

10

"

4’-3"

4’-8"

5’-

1"

5’-6"

5’-

11"

3’-0"

L L3117

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L32

6’-4"

L33

L34

2’-9

-1

/2"

3’-2

-1

/2"

3’-7-1/2

"

4’-1

/2"

4’-5

-1

/2"

4’-10-1/2

"

5’-3-1/2

"

5’-8

-1

/2"

C3

C2

C1

5’-5

"

3’-

11"

2’-5"

6’-3"

10

’-3

"

3’-

1"

M1

M2

M3

M4

7’-3

"

3’-7

"

N1

N2

N3

N4

12’-

11"

14’-

11"

11’-

10"

6’-1

-1

/2"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06





TO A.S.T.M. A-120.





BE GALVANIZED.


EXTENSION NO. 4 SHALL INCLUDE THE REMOVAL OF WINGWALLS,

EXPANSION BOLTS, GALVANIZED PIPES, CL SI CONCRETE, BOLTS,

NUTS, REINFORCEMENT, WASHERS, STEEL PLATES, EARTH

EXCAVATION AND NECESSARY GRADING.

A

A

30^

8"

8"

30^

~ IL 26

EX

IS

T.

2 -

54

" P

IP

E

5 1/2 "

54"

10"

10"

5 1/2 "

5 1/2 "

5 1/2 "

8"

8"

7’-

7"

14’-10"

6’-7"

60^

30^

54"

PLAN

REMOVAL OF EXIST. STR. NO.4

8"

21’-5

-1/2

"

14’-10"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06



SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:44:15 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

2’-6"

1’-0"

PROFILE VIEW

1/2 "X4"X14" STEEL PLATE WITH 1/2 "}

EXPANSION BOLTS AT EACH PIPE LOCATION

5/8 "X9" HIGH TENSILE

STRENGTH BOLTS WITH

WASHERS AND NUTS (TYP)

GALVANIZED PIPE CAP (TYP.)

PLAN VIEW

4"

3" GALVANIZED

STEEL PIPE (TYP.)

PAY AS 1 ITEM

SEE NOTCH DETAIL

1’-0"

4"

1/2 "x4"x14" TOP

ANCHOR PLATE

NOTCH DETAIL

DETAIL "A"

10" 2"2"

2"4

"

1’-2"

1/2 " STEEL PLATE(2) 5/8 " } HOLES

TOP ANCHOR PLATE4 1/8 "

7

11

/16

"

6 11/1

6 "

(4" Wide)

16 9/16 "

4"

Slope flow line of the extension at the

same rate as the flow line of the box.

Bolts, Nuts, and Washers shall be in accordance

with Article 710.11 of the standard specification

and shall be galvanized.

Steel Plates shall conform to AASHTO M-183 and shall

be galvanized conforming to AASHTO M-111.


EACH

GENERAL NOTES:

BILL OF MATERIALS(FOR ONE EXTENSION)

Steel pipes shall conform to A.S.T.M. A-53 (Type E or S)

Grade B, Schedule 40, and shall be galvanized conforming

1’-0"

10

"

It shall also include the Galvanized Pipe, Bolts, Nuts,

2

The Contractor shall submit four copies of the required

shop drawings for review and approval to the Bureau

of Bridges and Structures, 2300 South Dirksen Parkway,

Springfield, IL. 62764. After approval of initial submittal,

the contractor shall submit one set of shop drawings

Springfield, IL. 62706, and eight (8) sets of shop drawings,

to the Engineer of Materials, 126 East Ash Street,

to be distributed to:

Resident Engineer (2)

District 2 District Engineer (1)

Fabricator (1)

Contractor (2)

District 2 Bureau of Materials (2)

6’’

1’-2"

3’-0"

3’-0"

4"

4"

4"

4"

3’-8"

17’-8’’

6’’

7’’

5’-6’’ 5’-6’’5’-6’’

SEE DETAIL "A"

9" SQUARE OR ROUND 1/4 " PLATE

WITH HOLE TO FIT 3" PIPE (TYP.)

END CONNECTION TO BE MADE WITH BELL OR SPIGOT

TO MATCH PRECAST CONCRETE BOX CULVERTS

1:4

Box Culvert End Section

Culvert No. 1

The contract unit price "Each" for Box Culvert

End Section Culvert No. 1 shall be of precast construction.

Washers, Steel Plates & all applicable work according to

Section 540 of the Standard Specifications.

to A.S.T.M. A-120. Contractor shall field verify pipe length.

1’-

6’’

1’-

6’’

See plan and profile sheet 26 of 137 for more information.

GRATED CULVERT EXTENSION FOR 3’X3’ BOX CULVERT

4"

1/2 "x4"x14" TOP

ANCHOR PLATE

NOTCH DETAIL

DETAIL "A"

10" 2"2"

2"4

"

1’-2"


TOP ANCHOR PLATE

4 1/8 "4:1

7

11

/16

"

6

11

/16

"

(4" Wide)

16 9/16 "

4"

PLAN VIEW




STRENGTH BOLTS WITH


6’-0

"

6"

6"

GALVANIZED PIPE CAP (TYP.)9" SQUARE OR ROUND 1/4 " PLATE


4"

3" GALVANIZED

STEEL PIPE (TYP.)PAY AS 1 ITEM

SEE NOTCH DETAIL

6"

6"

5’-0

"

2 -

3" D

IA

. P

IP

ES

1’-0" 13’-4"

1’-

8"

1’-

8"

1’-

8"

2’-6

"1’-0"

PROFILE VIEW

7"

7"

3’-0

"7

"7

"

1’-0" 1’-2"

SEE DETAIL "A"

6’-1"

10

"

1:4

6’-1"




EACH

EACH

EACH

8

4

4

4



BILL OF MATERIALS

3" Galvanized

Steel Pipe 6’-4"

EACH 8Expansion Bolts 1/2 "}

(FOR ONE EXTENSION)








GENERAL NOTES:

SEE PLAN AND PROFILE SHEET FOR MORE INFORMATION

SEE CULVERT LOCATION PLANS FOR MORE INFORMATION

SEE CULVERT STAGING PLANS FOR MORE INFORMATION

2@ 13’-4"

2@



to A.S.T.M. A-120. Contrator shall field verify pipe length.

The contract unit price "Each" for Grated Culvert

Extension No. 5 & 6 shall be of precast construction.

It shall also include the Class SI Concrete for the Collar,

Galvinized Pipe, Bolts, Nuts, Washers, Steel Plates.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06

GRATED CULVERT EXTENSION NO. 5 & 6

GRATED CULVERT EXTENSION NO. 5 & 6

2’-6

"1’-0"

PROFILE VIEW

7"




STRENGTH BOLTS WITH


7’-2

"

7"

7"

2 -

3" D

IA

. P

IP

ES

AT

2’-0" O

.C.



PLAN VIEW

4"

3" GALVANIZED

STEEL PIPE (TYP.)

7"

PAY AS 1 ITEM

SEE NOTCH DETAIL

7"

7"

6’-0

"

3’-0

"7

"7

"

13’-3"1’-0"

4"

1/2 "x4"x14" TOP

ANCHOR PLATE

NOTCH DETAIL

DETAIL "A"

10" 2"2"

2"4

"

1’-2"


TOP ANCHOR PLATE

4 1/8 "4:1

7

11

/16

"

6

11

/16

"

(4" Wide)

16 9/16 "

4"

1’-0" 1’-2"

SEE DETAIL "A"

6’-1"

10

"

1:3

6’-0"











EACH

EACH

EACH



GENERAL NOTES:

BILL OF MATERIALS

3" Galvanized

Steel Pipe 7’-6"

EACHExpansion Bolts 1/2 "}

2@

(FOR ONE EXTENSION)






Extension No. 3 shall be of precast construction.




13’-3"

2@

8

4

4

4

8

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06


GRATED CULVERT EXTENSION NO. 3RT STA. 651+37.00




STRENGTH BOLTS WITH


7’-2

"

7"

7"

2 -

3" D

IA

. P

IP

ES

AT

2’-0" O

.C.



PLAN VIEW

4"

3" GALVANIZED


SEE NOTCH DETAIL

7"

7"

6’-0

"

17’-8"1’-0"

4"

1/2 "x4"x14" TOP

ANCHOR PLATE

NOTCH DETAIL

DETAIL "A"

10" 2"2"

2"4

"

1’-2"


TOP ANCHOR PLATE

4 1/8 "4:1

7

11

/16

"

6

11

/16

"

(4" Wide)

16 9/16 "

4"

2’-6

"1’-0"

PROFILE VIEW

7"

7"

3’-0

"7

"7

"

1’-0" 1’-2"

SEE DETAIL "A"

6’-0"

10

"

5’-3"

5’-3"











EACH

EACH

EACH



GENERAL NOTES:

BILL OF MATERIALS

3" Galvanized

Steel Pipe 7’-6"


2@

(FOR ONE EXTENSION)






3@

10

6

6

6

12




17’-8"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06






STRENGTH BOLTS WITH


7’-2

"

7"

7"

2 -

3" D

IA

. P

IP

ES

AT

2’-0" O

.C.



PLAN VIEW

4"

3" GALVANIZED


SEE NOTCH DETAIL

7"

7"

6’-0

"1’-0" 12’-8"

2’-6

"1’-0"

PROFILE VIEW

7"

7"

3’-0

"7

"7

"

1’-0" 1’-2"

SEE DETAIL "A"

5’-9"

10

"

1:4

5’-9"




EACH

EACH

EACH

8

4

4

4



BILL OF MATERIALS

3" Galvanized

Steel Pipe


(FOR ONE EXTENSION)








GENERAL NOTES:










2@ 12’-10"

2@ 7’-6"

4"

1/2 "x4"x14" TOP

ANCHOR PLATE

NOTCH DETAIL

DETAIL "A"

10" 2"2"

2"4

"

1’-2"


TOP ANCHOR PLATE

4 1/8 "4:1

7

11

/16

"

6

11

/16

"

(4" Wide)

16 9/16 "

4"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06



2’-6

"1’-0"

PROFILE VIEW

7"




STRENGTH BOLTS WITH


7’-2

"

7"

7"

2 -

3" D

IA

. P

IP

ES

AT

2’-0" O

.C.



PLAN VIEW

4"

3" GALVANIZED

STEEL PIPE (TYP.)

7"

PAY AS 1 ITEM

SEE NOTCH DETAIL

7"

7"

6’-0

"

3’-0

"7

"7

"

16’-0"1’-0"

4"

1/2 "x4"x14" TOP

ANCHOR PLATE

NOTCH DETAIL

DETAIL "A"

10" 2"2"

2"4

"

1’-2"


TOP ANCHOR PLATE

4 1/8 "4:1

7

11

/16

"

6

11

/16

"

(4" Wide)

16 9/16 "

4"











EACH

EACH

EACH



GENERAL NOTES:

BILL OF MATERIALS

3" Galvanized

Steel Pipe 7’-6"


2@

(FOR ONE EXTENSION)






16’-0"

3@

10

6

6

6

12





1’-0" 1’-2"

5’-0"

5’-0"

SEE DETAIL "A"

4’-10"

10

"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06





3" Galv Pipe Caps

3@

EACH

EACH

EACH

EACH

12

6

6

9



4"

1/2 "x4"x14" TOP

ANCHOR PLATE

NOTCH DETAIL

DETAIL "A"

BILL OF MATERIALS

3" Galvanized

Steel Pipe

10" 2"2"

2"4

"

1’-2"


TOP ANCHOR PLATE

4 1/8 "4:1

7

11

/16

"

6

11

/16

"

(4" Wide)

9’-4"

16 9/16 "

4"


3@

(FOR ONE EXTENSION)

1’-2"

5’-0"

5’-0"

2’-6

"

SEE DETAIL "A"

1’-0"

PROFILE VIEW

6"

6"

6"

8’-0

"

GALVANIZED PIPE CAP (TYP.)

6"

9" SQUARE OR ROUND 1/4 " PLATE


PLAN VIEW

4"

9’-0

"

6"

6"

3 -

3" D

IA

. P

IP

ES

AT

2’-0" O

.C.

3" GALVANIZED


SEE NOTCH DETAIL



3’-0

"6

"6

"

15’-2"1’-0"15’-2"








GENERAL NOTES:



to A.S.T.M. A-120








Contractor shall field verify pipe length prior to order.

4’-0"

1’-0"

10"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-29-06


GRATED CULVERT EXTENSION NO.1

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 08:01:49 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

GRATED END SECTION FOR 5’X3’

UNITDESCRIPTION QTY.

BILL OF MATERIAL

1’-0’’ 17’-4’’

6’’

6’’

1’-

8’’

1’-

8’’

1’-

8’’

5’-0

’’

6’’

6’’

Galvanized Pipe Cap (Typ.)

3’’ Galvanized

Steel Pipe (Typ.)

5/8 ’’ x 9’’ High Tensile

Strength Bolts with

Washers and Nuts (Typ.)

4’’

See Notch Detail

1/2 ’’x4’’x14’’ Steel Plate with 1/2 ’’ }

Expansion Bolts at each pipe location

3’-0

’’

6’’

6’’

10’’

1’-0’’ 1’-2’’ 5’-4’’

5’-4’’

See Detail "A"

2’-6

’’

6’’

PLAN VIEW

PROFILE VIEW

DETAIL "A"

TOP ANCHOR PLATE

NOTCH DETAIL

4’’

2’’

2’’ 2’’10’’

1’-2’’ 1/2 ’’ Steel Plate

(2) 5/8 ’’ } Holes

4 1/8 ’’

1:4

1:4 1/2 ’’x4’’x14’’ Top

Anchor Plate

7 11

/16

’’

6 11

/16

’’

4’’

16 9/16 ’’

4’’

(4’’ Wide)

1’-0’’

GENERAL NOTES:

EachBox Culvert End Section,

Culvert No. 94

9’’ Square or Round 1/4 ’’ Plate

with hole to fit 3’’ pipe (Typ.)

BUILT 2007 BY

STATE OF ILLINOIS

LOADING HS20

NAME PLATESee Std. 515001

Located on the SE Headwall.

Name

Plate

STATION 10369+83.25

STR. NO. 089-1201

Precast Concrete

Box Culvert

End Connection to be made

with bell or spigot to match

Precast Concrete Box Culverts

Each 1Name Plate

2-3

’’ }

Pip

es

6’-0’’

Pay L

imit

s-

1 E

ach

5’-6’’

F.A.P. RT. 505 SEC 110RS-1, 111RS-3

Slope flow line of the extension at the same rate as the

flow line of the box.

Bolts, Nuts, and Washers shall be in accordance with

Article 710.11 of the standard specification and shall be

galvanized.

The contract unit price "Each" for Box Culvert End Section,

Culvert No. 9 shall include the Galvanized Pipe, Bolts, Nuts,

Washers, and Steel Plates, and all applicable work according

to Section 540 of the Standard Specifications.

Steel Pipes shall conform to A.S.T.M. A-53 (Type E or S)

Grade B, Schedule 40, and shall be galvanized conforming to

A.S.T.M. A-120. Contractor shall field verify pipe length.



See Plan and Profile Sheet 36 of 137 for more information.




Sprinfield, IL. 62764. After approval of initial submittal,






Fabricator (1)

Contractor (1)


District Bureau of Materials (2)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:50:38 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07


BILL OF MATERIAL

1’-0’’ 17’-4’’

6’’

6’’

1’-

8’’

1’-

8’’

1’-

8’’

5’-0

’’

6’’

6’’


3’’ Galvanized

Steel Pipe (Typ.)

5/8 ’’ x 9’’ High Tensile

Strength Bolts with


4’’

See Notch Detail



3’-0

’’

6’’

6’’

10

’’

1’-0’’ 1’-2’’ 5’-4’’

5’-4’’

See Detail "A"

2’-6

’’

6’’

PLAN VIEW

PROFILE VIEW

DETAIL "A"

TOP ANCHOR PLATE

NOTCH DETAIL

4’’

2’’

2’’ 2’’10’’


(2) 5/8 ’’ } Holes

4 1/8 ’’

1:4

1:4 1/2 ’’x4’’x14’’ Top

Anchor Plate

7 11

/16

’’

6 11

/16

’’

4’’

16 9/16 ’’

4’’

(4’’ Wide)

1’-0’’

GENERAL NOTES:


Culvert No. 94



BUILT 2007 BY

STATE OF ILLINOIS

LOADING HS20

NAME PLATESee Std. 515001


Name

Plate

STATION 10369+83.25

STR. NO. 089-1201

Precast Concrete

Box Culvert




Each 1Name Plate

2-3

’’ }

Pip

es

6’-0’’

Pay L

imit

s-

1 E

ach

5’-6’’

F.A.P. RT. 505 SEC 110RS-1, 111RS-3





galvanized.




















Fabricator (1)

Contractor (1)




1:4

1:4

8"

8"

5 S

PA

CE

S @

2’-0" c

ts.

10

’-0

"

17’-4"

EX

IST

. 5’

x 1

0’

BO

X C

UL

VE

RT

10

’-0

"

6"

6"

1’-6" 7’-2"

7’-2" 1’-6"

8"

5’-0"

10"

12"

11"

17’-4"

8"

2’-6"

3’-0"

8"

6"

GENERAL NOTES:

h B

AR

@ 1

2" C

TS

.

1

SEE DETAIL "B"

SEE DETAIL "A"

1 18

a

b

c

h

h

h

h3

h3

h1

h1

h2

h1

2’-0"

2’-2"

BAR "d"

2’-0"

BAR "L - L "1 18

BAR NUMBER SIZE

BILL OF MATERIALS

d

QTY.LENGTH

CL SI CONC. MISC.

EACH

CU YD

LB

h

a

b

c

h

h

h

L - L

1

2

3

1 18

2

2

2

12

18

25

2

4

36

#4

#4

#4

#4

#6

#5

#4

#4

#5

REINFORCEMENT BARS





EXP. BOLTS 3/4 " }

EACH

EACH

EACH

EACH

13

6

12

14

12

6

4 @ 17’-7"

3 @ 11’-6"

9.83



EACH

EACH

L L151 L2 L

3L

4L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

7’-3

"

6’-9"

6’-6"

6’-3"

6’-0

"

5’-9"

5’-6"

5’-3

"

4’-6"

4’-9

"

5’-0"

4’-3"

4’-0

"

3’-9"

3’-6"

L16

L17

L18

3’-3

"

2’-

11"

7’-0"

TOP ANCHOR PLATE

2"10"

2"

4"

2"


8.35

11.02

19.04

38.1

461.87

289.00

2.23

17.82

302.02





WITH NUT & WASHER



FIT 3 1/2 " PIPE

1149.45

6’-3"

8’-3"

14’-3"

4’-9"

17’-1"

11’-1"

1’-8"

6’-8"

2’-11"-7’-3"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4"

DETAIL "B"

8" & VAR

4"

DETAIL "A"

12 #4 d BAR @ 12" CTS.

12 #6 h BAR @ 12" CTS.


(4)

3/4

" E

XP

AN

SIO

N B

OL

TS

@ 1

8" C

TS

.

(5)

3/4

" E

XP

AN

SIO

N B

OL

TS

@ 2

4" C

TS

.

18 #5 h BARS @ 12" CTS.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED




7-6-06



TO A.S.T.M. A-120.





BE GALVANIZED.


EXTENSION NO. 1 SHALL INCLUDE THE EXPANSION BOLTS,

GALVANIZED PIPES, CL SI CONCRETE, BOLTS, NUTS,

REINFORCEMENT, WASHERS, STEEL PLATES, EARTH EXCAVATION

AND NECESSARY GRADING.

1:4

19’-4"

19’-4"

13’-6 1/2 "5’-1 1/2 " 8"

10

’-0

"

EX

IST

. 5’

x 1

0’

BO

X C

UL

VE

RT

6"

6"

8’-3"

12"

45^

6’-0" 6’-2" 6’-2" 1’-0"

8"

8"

2’-6"

3’-0"

5’-0"

EX

IS

T.

5’ x

10

’

BO

X C

UL

VE

RT

10"

6"

12"

11"

10 E

QU

AL

SP

AC

ES

20’-3"

8"

8"

PLAN

8"

ELEVATION

12"

Z BAR

12"

1 15

h

d BAR

2’-0"

BAR "Z" BAR "L - L "1 15

2’-0"

2’-8

"

BAR "d"

VA

R.

1’-

3"

9"

LL

115

L14

L13

L12

L11

L10

L9

L8

L7

L6

L5

L4

L3

L2

6’-4"

6’-

1"

5’-

10

"

5’-7

"

5’-4"

5’-

1"

4’-

10"

4’-7"

3’-

10

"

4’-

1"

4’-4

"

3’-7

"

3’-4"

3’-

1"

2’-

10"

TOP ANCHOR PLATE

2"10"

2"

4"

2"

1/2 " STEEL PLATE(2) 5/8 " DIA. HOLESSEE DETAIL "D"

SEE DETAIL "C"

EXIST.

h15

h16

h14

h13

h12

h11

h10

h9

h9

SEE DETAIL "A"SEE DETAIL "A"

SEE DETAIL "B"





WITH NUT & WASHER



FIT 3 1/2 " PIPE

DETAIL "A"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4"

DETAIL "B"

8" & VAR

4"

12"6"

12"6"

12"6"

h17

1:4

17

17h

17h

C1

C2

C3

h

15 #5 L - L BARS @ 12" CTS.

15

4"

4"5"



VA

R.

12"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED



7-6-06

GRATED CULVERT EXTENSION NO. 2LT STA. 704+95.61

19’-4"

13’-6 1/2 "5’-1 1/2 " 8"

10

’-0

"

EX

IST

. 5’

x 1

0’

BO

X C

UL

VE

RT

6"

6"

8’-3"

12"

45^

10 E

QU

AL

SP

AC

ES

20’-3"

11 14

h15

h16

1 15

1 5

78

6

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

d

h

h

h

h

7

8

h

h

9

CL SI CONC. CU YD



EACH

EACH

EACH

EACH



30

15


15

6


h - h1 5

6

10

h11

h12

h13

h14

h15

h16

h17

15L - L1


EACH 11EXPANSION BOLTS 3/4 " }

1"

4"

DETAIL "C"

8"

DETAIL "D"

4"2"

2"

9’-8"

2’-2"

6’-0"

5’-0

"

BAR "h "

BAR "h "

BAR "h "

11

12

2’

10’-4"

2’

15

11 14

LB

3 @ 21’-9"

2 @ 17’-3"

2 @ 19’-4"

5 @ 19’-9"

GENERAL NOTES:

1311.99

15.68

Z

C

C

C

1

2

3

21

15

5

4

8

10

4

2

2

2

2

2

4

2

6

30

11

4

4

4

#4

#5

#5

#5

#5

#5

#4

#4

#4

#4

#4

#4

#4

#4

#5

#5

#4

#4

#4

#4

4’-8"

20’

10’-0"-18’-0"

14’-4"

15’-4"-18’-4"

19’

14’-4"

12’-8"

11’-10"

11’-0"

7’-9"

5’

14’-4"

11’-5"

6’-0"

2’-10"-6’-4"

4’-0"

5’-8"

4’-1"

2’-7"

65.46

312.9

73.01

59.8

140.46

198.17

38.29

16.93

15.81

14.70

10.35

6.68

38.30

15.25

37.55

205.99

29.39

15.14

10.91

6.90

#4 h - h

#5 h - h BARS

@ 12" CTS.

#4 h - h

2 #5 h @ 12" CTS. (BOT.)

EACH END

4 #

5 h

@ 1

2" C

TS

.

EA

CH

EN

D

10

#5

h @

12

" C

TS

.

15 #5 h BARS @ 12" CTS.

#5 L - L BARS @ 12" CTS.

8"

8"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED




7-6-06



TO A.S.T.M. A-120.





BE GALVANIZED.



CONCRETE REMOVAL, GALVANIZED PIPES, CL SI CONCRETE, BOLTS,

NUTS, REINFORCEMENT, WASHERS, STEEL PLATES, EARTH EXCAVATION


1:4

1:4

8"

8"

5 S

PA

CE

S @

2’-0" c

ts.

10

’-0

"

17’-4"

EX

IST

. 5’

x 1

0’

BO

X C

UL

VE

RT

10

’-0

"

6"

6"

1’-6" 7’-2"

7’-2" 1’-6"

8"

5’-0"

10"

12"

11"

17’-4"

8"

2’-6"

3’-0"

8"

6"

GENERAL NOTES:

h B

AR

@ 1

2" C

TS

.

1

SEE DETAIL "B"

SEE DETAIL "A"

1 18

a

b

c

h

h

h

h3

h3

h1

h1

h2

h1

2’-0"

2’-2"

BAR "d"

2’-0"

BAR "L - L "1 18

BAR NUMBER SIZE

BILL OF MATERIALS

d

QTY.LENGTH

CL SI CONC. MISC.

EACH

CU YD

LB

h

a

b

c

h

h

h

L - L

1

2

3

1 18

2

2

2

12

18

25

2

4

36

#4

#4

#4

#4

#6

#5

#4

#4

#5

REINFORCEMENT BARS





EXP. BOLTS 3/4 " }

EACH

EACH

EACH

EACH

13

6

12

14

12

6

4 @ 17’-7"

3 @ 11’-6"

9.83



EACH

EACH

L L151 L2 L

3L

4L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

7’-3

"

6’-9"

6’-6"

6’-3"

6’-0

"

5’-9"

5’-6"

5’-3

"

4’-6"

4’-9

"

5’-0"

4’-3"

4’-0

"

3’-9"

3’-6"

L16

L17

L18

3’-3

"

2’-

11"

7’-0"

TOP ANCHOR PLATE

2"10"

2"

4"

2"


8.35

11.02

19.04

38.1

461.87

289.00

2.23

17.82

302.02





WITH NUT & WASHER



FIT 3 1/2 " PIPE

1149.45

6’-3"

8’-3"

14’-3"

4’-9"

17’-1"

11’-1"

1’-8"

6’-8"

2’-11"-7’-3"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4"

DETAIL "B"

8" & VAR

4"

DETAIL "A"

12 #4 d BAR @ 12" CTS.

12 #6 h BAR @ 12" CTS.


(4)

3/4

" E

XP

AN

SIO

N B

OL

TS

@ 1

8" C

TS

.

(5)

3/4

" E

XP

AN

SIO

N B

OL

TS

@ 2

4" C

TS

.

18 #5 h BARS @ 12" CTS.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06





TO A.S.T.M. A-120.





BE GALVANIZED.



GALVANIZED PIPES, CL SI CONCRETE, BOLTS, NUTS,

REINFORCEMENT, WASHERS, STEEL PLATES, EARTH EXCAVATION


19’-4"

13’-6 1/2 "5’-1 1/2 " 8"

10

’-0

"

EX

IST

. 5’

x 1

0’

BO

X C

UL

VE

RT

6"

6"

8’-3"

12"

45^

10 E

QU

AL

SP

AC

ES

20’-3"

11 14

h15

h16

1 15

1 5

78

6

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

d

h

h

h

h

7

8

h

h

9

CL SI CONC. CU YD



EACH

EACH

EACH

EACH



30

15


15

6


h - h1 5

6

10

h11

h12

h13

h14

h15

h16

h17

15L - L1


EACH 11EXPANSION BOLTS 3/4 " }

1"

4"

DETAIL "C"

8"

DETAIL "D"

4"2"

2"

9’-8"

2’-2"

6’-0"

5’-0

"

BAR "h "

BAR "h "

BAR "h "

11

12

2’

10’-4"

2’

15

11 14

LB

3 @ 21’-9"

2 @ 17’-3"

2 @ 19’-4"

5 @ 19’-9"

GENERAL NOTES:

1311.99

15.68

Z

C

C

C

1

2

3

21

15

5

4

8

10

4

2

2

2

2

2

4

2

6

30

11

4

4

4

#4

#5

#5

#5

#5

#5

#4

#4

#4

#4

#4

#4

#4

#4

#5

#5

#4

#4

#4

#4

4’-8"

20’

10’-0"-18’-0"

14’-4"

15’-4"-18’-4"

19’

14’-4"

12’-8"

11’-10"

11’-0"

7’-9"

5’

14’-4"

11’-5"

6’-0"

2’-10"-6’-4"

4’-0"

5’-8"

4’-1"

2’-7"

65.46

312.9

73.01

59.8

140.46

198.17

38.29

16.93

15.81

14.70

10.35

6.68

38.30

15.25

37.55

205.99

29.39

15.14

10.91

6.90

#4 h - h

#5 h - h BARS

@ 12" CTS.

#4 h - h

2 #5 h @ 12" CTS. (BOT.)

EACH END

4 #

5 h

@ 1

2" C

TS

.

EA

CH

EN

D

10

#5

h @

12

" C

TS

.

15 #5 h BARS @ 12" CTS.

#5 L - L BARS @ 12" CTS.

8"

8"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06





TO A.S.T.M. A-120.





BE GALVANIZED.



CONCRETE REMOVAL, GALVANIZED PIPES, CL SI CONCRETE, BOLTS,

NUTS, REINFORCEMENT, WASHERS, STEEL PLATES, EARTH EXCAVATION


1:4

19’-4"

19’-4"

13’-6 1/2 "5’-1 1/2 " 8"

10

’-0

"

EX

IST

. 5’

x 1

0’

BO

X C

UL

VE

RT

6"

6"

8’-3"

12"

45^

6’-0" 6’-2" 6’-2" 1’-0"

8"

8"

2’-6"

3’-0"

5’-0"

EX

IS

T.

5’ x

10

’

BO

X C

UL

VE

RT

10"

6"

12"

11"

10 E

QU

AL

SP

AC

ES

20’-3"

8"

8"

PLAN

8"

ELEVATION

12"

Z BAR

12"

1 15

h

d BAR

2’-0"

BAR "Z" BAR "L - L "1 15

2’-0"

2’-8

"

BAR "d"

VA

R.

1’-

3"

9"

LL

115

L14

L13

L12

L11

L10

L9

L8

L7

L6

L5

L4

L3

L2

6’-4"

6’-

1"

5’-

10

"

5’-7

"

5’-4"

5’-

1"

4’-

10"

4’-7"

3’-

10

"

4’-

1"

4’-4

"

3’-7

"

3’-4"

3’-

1"

2’-

10"

TOP ANCHOR PLATE

2"10"

2"

4"

2"

1/2 " STEEL PLATE(2) 5/8 " DIA. HOLESSEE DETAIL "D"

SEE DETAIL "C"

EXIST.

h15

h16

h14

h13

h12

h11

h10

h9

h9

SEE DETAIL "A"

SEE DETAIL "B"





WITH NUT & WASHER



FIT 3 1/2 " PIPE

DETAIL "A"

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4"

DETAIL "B"

8" & VAR

4"

12"6"

12"6"

12"6"

h17

1:417

h

17h

C1

C2

C3

h

15 #5 L - L BARS @ 12" CTS.

15

4"

4"5"



VA

R.

12"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06



ELEVATION

1 15

2’-0

"2’-7"

8"7’-0"

8"

6"

12" 12"

8"

41

h a3

a3

a1

2

h5

h5

a1

h6

h7

5

A

A 5’-1" 8"8"

8"

8"

6’-7

"

U BAR

7

SECTION THRU BARREL

6’-7

"

5’-6"

6"

7"

6"

5’-1"

4’-0"6 1/2 " 6 1/2 "

h BARS5

a1

a1

5

CONST. JOINT

h 5

h a2

1 1/2 " CL

6’-1"

BAR u

2’-4

"

3’-1"

2’-0"

2’-2"

8" 8"4’-8"

BAR "L" BAR "d" BAR "a "1

PLAN

3

13’-6"

8"

8"6’-4"

12" 12"

1

5

5

h5

h5

V V1 V14

h

BAR NUMBER SIZE

BILL OF MATERIALS

a

a

a

QTY.LENGTH

d

h - h

h

h

h

V

V - V

L

u

TOTAL REINFORCEMENT

CL SI CONC. MISC.

EXP. BOLTS 3/4 " EACH

CU YD

LB

14

1

2

1 4

5

6

7

1 15

3

hu bar

8"

8"

7

1174.16

9.15

GENERAL NOTES:

5’-7

"

V1

V2

V3 V4 V5 V6 V7 V8 V9 V10 V11 V12 V13 V14

5’-4"

5’-

1"

4’-

10"

4’-7"

4’-4

"

4’-

1"

3’-

10

"

3’-4"

3’-

1"

2’-

10"

2’-7"

2’-4

"

3’-7

"

h1

h2

h3

h4

6’-0

"

3’-0"

12’-

0"

#4 h @ 12" cts.

@ 4 sides

6 #

5 h

@ 1

2" C

TS

.

10 #6 V BARS @ 9" CTS.

(EACH SIDE)

6’-6"

18 #4 L BARS @ 12" CTS. (EACH WING)

15 #4 EACH V - V @ 9" CTS.

1:3

#4 h - h @ 12" CTS.

8 #4 a @ 12" CTS.

12’-10"

5 #4 d BAR @ 12" CTS.

7"

22 #4 a BARS @ 7" CTS.3

5 #5 h BARS @ 12" CTS.

BOT. OF TOP SLAB

5 #5 h BARS @ 12" CTS.

TOP & BOT. OF BOT. SLAB

10 #6 V BARS @ 9" CTS.

14 #6 a BARS @ 7" CTS.

TOP & BOTTOM

18 #4 L BARS @ 9" CTS. (BOT.)

22 #4 a BARS @ 7" CTS. (TOP)

6 #

5 h

BA

RS

@ 1

2" C

TS

.

5’-

1"

4’-0

"6

-1

/2"

6-1

/2"

4’-5

-1

/2"

h

SECTION A-A (COLLAR)

7 #4 h BARS @ 12" CTS.

(TOP & BOTTOM)

6 #4 h BARS @ 12" CTS.

(EACH SIDE)

7

2’-

1"

V15

9’-0

"

28

8

24

5

9

8

27

2

26

20

30

36

4

#6

#4

#4

#4

#5

#4

#5

#6

#4

#6

#4

#4

#4

252.34

24.05

72.14

13.92

123.60

40.08

211.21

14.27

26.05

187.75

38.41

130.26

40.08

6’-0"

4’-6"

4’-6"

4’-2"

13’-2"

3’-0"-12’-0"

7’-6"

4’-9"

1’-6"

6’-3"

2’-1"-5’-7"

5’-5"

15’-0"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-27-06

BOX CULVERT EXTENSION

BOX CULVERT EXTENSION

CLASS SI CONCRETE SHALL BE USED IN ACCORDANCE WITH

SECTION 503 OF THE STANDARD SPECIFICATIONS.

REINFORCEMENT BARS SHALL CONFORM TO SECTION 508 OF

THE STANDARD SPECIFICATIONS.

THE CONCRETE WILL BE PAID FOR AT THE CONTRACT UNIT

PRICE PER CUBIC YARD FOR CLASS SI CONCRETE MISC.

REINFORCEMENT WILL BE PAID FOR AT THE CONTRACT UNIT

PRICE PER POUND FOR REINFORCEMENT BARS. EXPANSION

BOLTS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE

EACH FOR EXPANSION BOLTS OF THE SIZE INDICATED,

WHICH PRICE SHALL INCLUDE FURNISHING, DRILLING HOLES,

AND INSTALLING THE EXPANSION BOLTS COMPLETE IN PLACE.

THESE BOLTS SHALL EXTEND AT LEAST 8 INCHES INTO

THE NEW CONCRETE.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:45:57 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07


BILL OF MATERIAL

GENERAL NOTES:

PLAN VIEW

PROFILE VIEW

NOTCH DETAIL

DETAIL "A"

TOP ANCHOR PLATE

1/2 ’’x4’’x14’’ Top

Anchor Plate

4 1/8 ’’1:4

4’’

7 11

/16

’’

6 11

/16

’’

4’’

16 9/16 ’’

(4’’ Wide)

10’’ 2’’2’’

4’’

2’’


(2) 5/8 ’’ } Holes

Each 1

1’-0’’ 1’-2’’

6’-3’’

10

’’

7’’

2’-6’’

1’-0’’

1:4

See Detail "A"

7’’

7’’

2’-0’’

Existing Box Culvert

7’’

7’’

6’-0

’’

1’-0’’ 13’-8’’



5/8 ’’x9’’ High Tensile

Strength Bolts with


3’’ Galvanized

Steel Pipe (Typ.)

4’’

See Notch Detail



7’’

7’’

2’-0’’

2’-0’’

2’-0’’

Pay

Lim

its-

1 E

ach

2. 27%1.15%

3’-0’’

1’-0’’

4’-2 5/8 ’’

Foot 3

Concrete Removal

LEGEND:

Concrete Removal

Concrete Removal

Concrete Removal

7’’

7’’

2’-0’’

3.2

2-3

’’ }

Pip

es

7’-2

’’

Precast Concrete Box Culvert 6x2

See Standard 71.1 for details.

Concrete Collar

See Sheet 53 for details

and Bill of Materials.

Box Culvert End Section,

Culvert No. 2

Precast Concrete Box Culvert 6x2

6’-3’’

Galvanized Pipe

Cap (typ.)

Cu. Yd.



galvanized.

The contract unit price "Each" for Box Culvert End

Section, Culvert No. 2 shall include the Galvanized Pipe,

Bolts, Nuts, Washers, and Steel Plates, and all

applicable work according to Section 540 of the

Standard Specifications.

Steel Pipes shall conform to A.S.T.M. A-53 (Type E

or S) Grade B, Schedule 40, and shall be galvanized

conforming to A.S.T.M. A-120. Contractor shall field

verify pipe length.













Fabricator (1)

Contractor (1)




SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:46:53 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

GRATED END SECTION FOR 7’X6’

1’-0’’ 30’-0’’

8’’

8’’

1’-

9’’

1’-

9’’

1’-

9’’

1’-

9’’

7’-0’’

8’’

8’’



3’’ Galvanized

Steel Pipe (Typ.)


Strength Bolts with


See Notch Detail

4’’

PLAN VIEW

PROFILE VIEW

NOTCH DETAIL

DETAIL "A"

TOP ANCHOR PLATE

6’-0’’

8’’

8’’

10

’’

1’-0’’ 1’-2’’ 5’-9’’

5’-9’’

5’-9’’

5’-9’’

5’-10’’

1:4 See Detail "A"

8’’

2’-6

’’

1’-0’’

1/2 ’’x4’’x14’’ Top

Anchor Plate

4 1/8 ’’1:4

4’’

7 11

/16

’’

6 11

/16

’’

4’’

16 9/16 ’’

(4’’ Wide)

10’’ 2’’2’’

4’’

2’’


(2) 5/8 ’’ } Holes



Name

Plate

STATION 10263+22.87

BUILT 2007 BY

STATE OF ILLINOIS

LOADING HS20

STR. NO. 089-1102

NAME PLATE

See Std. 515001


Precast Concrete

Box Culvert





BILL OF MATERIAL

GENERAL NOTES:


Culvert No. 54

Each 1Name Plate


8’-4

’’

Pay L

imit

s-

1 E

ach

3-3’’ }

Pip

es

F.A.P. RT. 505 SEC 110RS-1, 111RS-3





galvanized.




















Fabricator (1)

Contractor (1)



SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:49:27 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07


BILL OF MATERIAL

1’-0’’ 30’-4’’

1’-

9’’

1’-

9’’

1’-

9’’

1’-

10 1

/2 ’

’1’-

10 1

/2 ’

’9’’

9’’

9’-0

’’

9’’

9’’ 9’’ Square or Round 1/4 ’’ Plate

with hole to fit 3’’ pipe (Typ.)Galvanized Pipe Cap (Typ.)

See Notch Detail

4’’


Strength Bolts with


PLAN VIEW

PROFILE VIEW

NOTCH DETAIL

DETAIL "A"

6’-0’’

9’’

9’’

10

’’

1’-0’’ 1’-2’’ 5’-10’’

5’-10’’

5’-10’’

5’-10’’

5’-10’’

9’’

2’-6

’’

1’-0’’

1:4

1:4

See Detail "A"

1/2 ’’x4’’x14’’ Top

Anchor Plate

4 1/8 ’’

7 11

/16

’’

6 11

/16

’’

4’’

16 9/16 ’’

4’’

(4’’ Wide)

TOP ANCHOR PLATE

10’’ 2’’2’’

1’-2’’

4’’

2’’

1/2 ’’ Steel Plate

(2) 5/8 ’’ } Holes

Each

Each


Culvert No. 7


Culvert No. 8

6

6



3’’ Galvanized

Steel Pipe (Typ.)

BUILT 2007 BY

STATE OF ILLINOIS

LOADING HS20

NAME PLATE

STATE OF ILLINOIS

LOADING HS20

NAME PLATE

See Std. 515001


See Std. 515001


STATION 10332+15.63

STR. NO. 089-2020

STATION 10357+11.85

STR. NO. 089-2019

Name

Plate

Pay L

imit

s-

1 E

ach

Precast Concrete

Box Culvert




GENERAL NOTES:

Each 2Name Plate

10

’-6

’’

4-3’’ }

Pip

es

F.A.P. RT. 505 SEC 110RS-1, 111RS-3 F.A.P. RT. 505 SEC 110RS-1, 111RS-3

BUILT 2007 BY





galvanized.


Culvert No. 7 & 8 shall include the Galvanized Pipe, Bolts, Nuts,








See Plan and Profile Sheet 34 & 36 of 137 for more

information.










Fabricator (1)

Contractor (1)




WALL A B C D E G R

END VIEW

Pip

e dia

met

er

Wall

R

GG E

(lbs)

(14770) (7 1/2 ) (36) (7’-6’’) (21) (9’-3’’) (9’-6’’) (6 1/2 )

*(78)

1 1/2 "

All slope ratios are expressed as units

of vertical displacement to units of

horizontal displacement (V:H).

kg

Radius as furnished by manufacturer*

~

GG

E

D

C B

AG

18

"

R

Precast or cast in

place end block.

2- bars

Slope

1

A A

SECTION A-A

Same reinforcement as

inner cage.

Wal

lW

all

Pip

e d

iam

ete

r

Pip

e d

iam

ete

rW

all

Wal

l

APPROX.

SLOPE

APPROX.

QTY.PIPE

DIA.

1:1.8

Standard reinforcement for

circular Class III, Wall B

reinforced concrete pipe.

Optional 24 bar

dia. min. splice

GENERAL NOTES

No. 4

3"

4"

8" 36"

36" 10"

36

"

36

"1

8"8"

18"

NO.4 d BAR @ 12" CTS.

THIS WORK SHALL BE DONE IN ACCORDANCE WITH SECTION 542

OF THE STANDARD SPECIFICATION AND AS SHOWN IN THE PLAN.

THE UNIT PRICE "EACH" FOR PCC FLARED END SECTION SHALL

INCLUDE THE PRECAST END SECTION AS SHOWN IN THE PLAN

AND ALL THE NECESSARY WORK.

G

18

"1

8"

8"

1’-6"

18"

2’-0

"

End connection to fit pipe used.

PLAN

"d" BAR

8"

8"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


PRECAST REINFORCED CONCRETE FLARED END SECTION

PRECAST REINFORCED CONCRETE FLARED END SECT.

6-26-06

DESIGN SPECIFICATIONS

Flow

~ Roadway

Top of Headwall4

12’’2

Bo

tto

m o

f T

op

Sla

b

Top &

Bott

om

of B

ott

om

Sla

b

SHOWING OUTLINES

PLAN

SHOWING REINFORCEMENT

Bottom of Top Slab

1 1/

2 ’’

cl.

Top of Bottom Slab

Bottom of Bottom Slab

v

NOTES

~ Culvert

2-#6 a bars in

BAR a 1

Constr.

Jt.

1 1/2 ’’

cl.

SECTION A-A

v

h

SECTION THRU BARREL

1 1

h h

h

h h

Const. Jt.

a

a

cl.

a

Const. Jt.

2

2

1

v

v

2 1 1/2 ’’

cl.

cl.

cl.

cl.

1 1/

2 ’’

1 1/2 ’’

Tilt hook of a bars

min. cl.

1

6’’

2’’

2’’

if necessary for 1 1/2 ’’

SECTION THRU HEADWALL

(Up Stream End Only)

3/4 ’’ Drip Notch

12’’

R=6’’

6" 6"10’-0"

3’-0"

4’-6"

8 1/

2 "

9 1/

2 "

10’-8"11" 11"

9 1 1/

2 ’’

cl.

HALF ELEVATION HALF LONG. SECTION

Constr. Jt. |8’-0’’ cts.

~ Roadway

ha1

2

a

a

h

2

1

1

12’’

a4

3’’} Drains

at

11’’ c

ts. E

ach W

all

Elev. 721.40

9 1/2 "

7"

2’-0"

a5

ah39

337-#5 a bars at 18" cts.

Top of Top Slab

3’ -

0"

6"

6"

6"

1

VAR8 1/2 "

4 -

#5

h

bars

Elev.720.90

~

h2

1’-0"

6"

2

11"

a3

9

1

1

1

2-#8 a bars in

Bottom of Headwall5

15’

Sta. 700+65.73

Elev. 726.83

A

A

DESIGN STRESSESFIELD UNITS

DRAINAGE AREA = 0.80sq mi LOW GRADE ELEV. (FT) 765.24 (Exist) 765.49 (Proposed) @ Sta. 419+57

FLOOD FREQUENCY Q OPENING (SQ. FT.) NAT. H.W. HEADWATER ELEV. (Ft)

(YEAR) C.F.S. EXIST. PROP. ELEV. (Ft) EXIST. PROP. EXIST. PROP.

DESIGN 10 271 45.8 54.7 761.36 2.02 2.00 763.38 763.36

BASE 100 482 47.7 57.0 761.55 2.05 1.40 763.60 762.95

OVERTOP EX 385 599 55.0 762.28 2.97 765.25

MAX CALC 500 630 60.0 762.30 2.34 764.64

WATERWAY INFORMATION

1996 AASHTO with 1997, 1998, 1999 and 2000 Interims

LOADING HS20-44 & ALT.

fy = 60,000 psi

f’c = 3,500 psi

11’-0"

54’-0"

13’-6" 12’ 11’-6"

(2

’-2

" M

in.

Lap

)

73-#4 v bars at 9’’ cts. Each Wall

a1

HEAD (Ft)

BAR C

1

1

2

2

#6

a

a

a

h

BILL OF MATERIAL

Bar No. Size Length Shape

Cu. Yd.

Reinforcement Bars Pound

a3

4

#5

#5

#5

12’-6"

10’-3"

10’-9"

v #4

10’-9"

#4

h9

4

16

#4

4’-3"

3’-6"

a 4 #8 10’-9"5

1 #5

#7

247 #7

#445

37

h 22 31’-3"

36 30’-10"h (B)

h (W)

B= Barrel

19’-2"36

31’-4"

26 28’-4"

146

C 22

39.47Conc. Box Culverts(B)

11976.66

W= Wingwalls

h1

6" of compacted CA-7

aggregate bedding material

94-#7 a bars at 7’’ cts.


44-#4 a bars at |2’-0’’ cts.

26’-6 "

33-#7 h

bars a

t 12’’ c

ts.

11-#4 c

bars a

t 12" c

ts.

(Headw

all

Each E

nd)

13

-#

4 h

bars a

t 1

2" c

ts.

Top o

f T

op S

lab

9-#

5 h

bars a

t 1

5’’ c

ts.

27’-6"

10

’-0

"

A distance of half the length of the wingwall but not less than six feet

of the barrel shall be poured monolithically with the wingwalls.

Reinforcement Bars shall conform to the requirements of AASHTO M-31,

M-42 or M-53, Grade 60.

Bars indicated thus 12 x 4-#5 etc. indicates 12 lines of bars with 4

lengths per line.

All construction joints shall be bonded.

6" of compacted CA-7 aggregate bedding material shall be place beneath the box

culvert. The cost for the Ca-7 aggregate shall be included in the cost of

Concrete Box Culverts.

The cost of excavation and backfilling shall be included in

the cost of Concrete Box Culverts.

9"

1’ -

0"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


7-05-06

CONCRETE BOX CULVERTS STA 700+65.73 SHEET 1 OF 2

CONCRETE BOX CULVERTS

Cut L

ine

Cut L

ine

V bars

2’-2

"

2’-2"

4"

NOTCH DETAIL

DETAIL "A"

BAR v

cut diagram

BAR d

1’-2 1/4 "

3 5/8 "

4:1

10" 2"2"

2"4

"

1’-2"


TOP ANCHOR PLATE

4 1/8 "

(4" Wide)

Cut to fit as shown and

use remainder of bars in

opposite wall.

1/2 "x4"x14" TOP

ANCHOR PLATE

Lo

ng

est

Bar

Shortest

Bar

ELEVATION

h7

9"

TYP

11

"

TY

P

SEE "DETAIL A"

h7

4" TYP

6"

6"

1/2 " EXPANSION BOLT

GALVANIZED STEEL PIPE CAP (TYPICAL)

11’

2’

2’

2’

9" Square or Round 1/4 " Plate

with hole to fit 3 1/2 " Pipe (TYP)

SEE "TOP ANCHOR PLATE" DETAIL

2’

2’

7

"

5’-4" 5’-4"

9 1/2 "

v

d

2’

? ELEV 721.40

? ELEV 721.36

6"

8

"

1’-2"

5"-1

"

4’-

3 1

/2 "

9 1

/2 "

5/8 "X9" HIGH TENSILE STRENGTH

BOLT WITH WASHER AND NUT (TYP)

3" I.D. GALVANIZED STEEL

(EXTRA STRONG) PIPE (TYP)

(16) #8 d BARS @ 9" CTS.

(2) #4 a BARS @ 12" cts.

Reinforcement bars shall conform to the requirements

of AASHTO M-31 or M-53, grade 60.



GENERAL NOTES:



to A.S.T.M. A-120


with Article 540 of the standard specification


Class "SI" concrete shall be used throughout.

Exposed edges shall be beveled 3/4 ".

All work and materials incorporated (Except Rein. Bars)

into the construction of the Box Culvert, End Sections

and grates shall be paid for at the contract unit price

bars will be paid for at the contract unit price pound

for REINFORCEMENT BARS

4’-1

0"


BAR NUMBER SIZE LENGTH


Reinforcement Bars

3" Galv Pipe Caps

CU. YD

LBS.

4@

3@

EACH

EACH

EACH

EACH

14

6

6

12



BILL OF MATERIALS

h

v

#5

11’-4"

Class "SI" Concrete

Expansion Bolts 1/2 " EACH 12

#5

3" I.D. Galvanized

Steel Pipe

(Both Ends)

d

a

15’-0"

3’-2"

3.5

1

(18) #4 v bars @ 9" cts. each wallh BAR

BAR d1

2’-0"

1’-6

"

11"

cut diagram

BAR h

Longest

Bar

Shortest

Bar

13’-3"

H b

ars

3’-8 1/2"

(4

) h

BA

RS

@ 1

1" C

TS

14.3

716.6

15’-4 "

d 1

8

36

2

2

18

#4

#8

#4

14’-0"

5’-9"

4’-4"

10’-9"

3’-6"

Order v AND h bars full length

cu yd for CONCRETE BOX CULVERTS.

1

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


7-05-06

CONCRETE BOX CULVERTS STA 700+65.73 SHEET 2 OF 2

CONCRETE BOX CULVERT END SECTION

7’ - 2"

CULVERT DROP BOX LIMIT

FRAME & LIDS TYPE 1, PRECAST RC RINGS,

PRECAST RC FLAT SLAB TOP AND ALL OTHER

MANHOLE ITEMS WILL BE INCLUDED ON THE

PAY ITEM COST OF CULVERT DROP BOX.

1

107

118

PLANGENERAL NOTES

SECTION B-B

7"

SECTION A-A

B-BB-B

A-A

A-A

6’-0"

*

7"

7"

7’-2

"

5’-2

"

7"

7"

27’-6"

7"

2’-

11

1/4

"7’-6

"

5"

24" DIA

HOLE

6’ 74’-7" 5’-2

"

7"

7"

* FRAME AND LIDS TYPE 1 (SEE STD. 604001)

4’-0

"

* 2 - 6" X 36" PRECAST RC RINGS

2’

2’

LIMITS OF UNSUITABLE MATERIAL TO BE REMOVED

28’-0"

30

"

30

"LIMITS OF UNSUITABLE MATERIAL TO BE REMOVED


BILL OF MATERIALS

Box Culvert End Sec. Culv. No.3

Breaker-Run Crushed Stone

Removal & Disposal of Unsuit. Matl

Precast Concrete Box Culvert 6’ x 4’

Culvert Drop Box

TON

EACH 2

CU YD

FOOT

EACH

78’-0"

* PRECAST RC FLAT SLAB TOP (SEE STD. 602601)

194

DRAINAGE AREA = 83 Ac LOW GRADE ELE (FT) 860.61(Exist) 860.86 (Proposed) @ Sta 518+00

FLOOD FREQUENCY Q OPENING (SQ. FT.) NAT. H.W. HEAD (Ft) HEADWATER ELE. (Ft)

(YEAR) C.F.S. EXIST. PROP. ELEV. (Ft) EXIST. PROP. EXIST.

TEN-YEAR 10 63 8.8 16.3 852.22 1.17 0.00 853.39

DESIGN 50 118 11.9 20.0 852.83 1.86 0.29 854.69

BASE 100 140 13.0 21.3 853.05 2.15 0.52 855.20

OVERTOP

MAX CALC 500 191 15.0 23.6 853.44 2.85 1.36 856.29

WATER WAY INFORMATION

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-30-06

STA 517+98 PRECAST BOX CULVERT & DROP BOX CULVERT DETAILS

PRECAST BOX CULVERT & CULVERT DROP BOX DETAILS

PROP.

851.93

853.12

853.57

854.80

THIS WORK CONSISTS OF FURNISHING AND INSTALLING A PRECAST BOX CULVERT AT

STA. 517+98 AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.

THE EXCAVATION AND BACKFILLING FOR PRECAST CONCRETE BOX CULVERT SHALL BE

IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 502 OF THE STANDARD

SPECIFICATIONS EXCEPT A LAYER OF POROUS GRANULAR BACKFILL, AT LEAST 6" IN

THICKNESS, SHALL BE PLACED BELOW THE ELEVATION OF THE BOTTOM OF THE BOX.

THE POROUS GRANULAR BACKFILL SHALL BE PLACED TO EXTEND AT LEAST 2 FT EACH

SIDE OF THE BOX. THE PRECAST CONCRETE BOX CULVERT SHALL BE LAID IN

ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF ARTICLE 542.04 (d) OF THE

STANDARD SPECIFICATIONS SHOP PLANS FOR THE PRECAST CONCRETE BOX

CULVERT SECTIONS SHALL BE SUBMITTED IN ACCORDANCE WITH THE REQUIREMENTS

OF ARTICLE 504.04 (a) OF THE STANDARD SPECIFICATIONS.

THE PRECAST CONCRETE BOX CULVERT, EXCLUDING END SECTIONS AND CULVERT DROP

BOX, SHALL BE MEASURED ON A LINEAR FOOT BASIS. THE PRECAST BOX CULVERT WILL

BE PAID FOR AT THE CONTRACT UNIT PRICE PER LINEAR FOOT FOR PRECAST CONCRETE

BOX CULVERT OF THE SIZE SPECIFIED, AND INCLUDES TRENCH BACKFILL, AND ALL EARTH

EXCAVATION, EXCEPT THE REMOVAL OF ALL UNSUITABLE MATERIAL BELOW BEDDING GRADE.

THE CULVERT DROP BOX SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER EACH.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:38:04 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

BUILT 200_ BY

STATE OF ILLINOIS

LOADING HS20

STR. NO. 071-1150

NOTE: SEE STANDARD DRAWING 515001

FOR NAME PLATE DETAILS.

NAME PLATE

IL 72 SECT. 114T-1

AASHTO 2002 SPECIFICATIONS

ALLOW 50#/SQ. FT. FOR FUTURE WEARING SURFACE.

f’c = 3,500 PSI

fy = 60,000 PSI (REINFORCEMENT)

f’c = 5,000 PSI


FIELD UNITS

PRECAST UNITS


LOADING HS20-44

DESIGN STRESSES

GENERAL NOTES

TOTAL BILL OF MATERIALSITEM

PRECAST CONCRETE BOX

CULVERT 5’ x 3’

STONE RIPRAP, CLASS A4

SQ. YD.

EACH

FOOT

UNIT QUANTITY

1

EACH 4

NO SALVAGE.

EXISTING STRUCTURE:

SINGLE 6’-0" X 4’-6" X 42’-0" CONCRETE BOX CULVERT.


FLOOD

HEADWATER ELEVATION

EXISTING PROPOSED

941.78942.55

DESIGN

BASE

10

100 251 945.80

189 944.64 943.03

944.33

50

259

TEN-YEAR

177 318 946.04

DRAINAGE AREA

(ACRES) = 135.0

FREQ.

YR.

EX OVT

PR OVT

DISCHARGE

C.F.S.

946.04

LOCATION SKETCH

STA. 38+85.17

P.G. EL. 946.03

PR

OP. R

.O.W

.

PR

OP. R

.O.W

.

L CULVERTC

ST

AT

ION

INC

RE

ASE

FLOW

8’-0"

12’-10"

12’-1"LAN

E

LAN

E SHO

ULD

ER

SHO

ULD

ER

OUTLET

EL. 940.28

D/S L

EL. 940.53

FU/S L

EL. 940.72

F

EL. 940.53 EL. 940.22

PR

OP

. R

.O.W

.

PR

OP

. R

.O.W

.

LONGITUDINAL SECTION

PLAN

0.0032 /11

109

92

LOW GRADE ELEV. (FEET) EXIST = 946.04 @ STA. 38+85

PROPOSED = 946.04 @ STA. 38+85

STATION 38+85.17

*MEASURED PERPENDICULAR TO

CENTERLINE OF ROADWAY

*

* * * *

*1.5% *1.5%*6%

4:1* 4:1*

L IL. RT. 72C

EXISTING

R.O.W.

EXISTING

R.O.W.

H. W. ELEV. 943.03

2

L IL. RT. 72C

4:1(H:V)

4:1(H:V)

4:1(H:V)

4:1(H:V)

BOX CULVERT END

SECTIONS NO. 2

BENCH MARK: BM 454

STA. 53+62.30, 32.65 RT., EL. 961.413

TOP OF ROW MARKER SW QUAD OF IL 72

& FORK CREEK ROAD. EAST OF CULVERT

FILTER FABRIC

REMOVAL OF EXISTING

STRUCTURE NO. 4

PROPOSED

STRUCTURE

PROPOSED IMPROVEMENTS:

EXISTING STRUCTURE TO BE REMOVED AND REPLACED

WITH A 2 CELL - 5’-0" X 3’-0" PRECAST CONCRETE BOX

CULVERT WITH CONCRETE BOX CULVERT END SECTIONS.

* *

*4%

3’-0" *5’-0" *

*6% 4%*

LIMITS OF REMOVAL AND

DISPOSAL OF UNSUITABLE

MATERIAL

65CU. YD.

TONBREAKER-RUN CRUSHED STONE

19’-0"

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

29’-0" OUTLET



MATERIAL

TO R.O.W. TO R.O.W.BOX CULVERT

END SECTION

BOX CULVERT

END SECTION

INLET

EL. 940.47

35

35

REMOVAL AND DISPOSAL

OF UNSUITABLE MATERIAL

90

6" OF COMPACTED

CA. 7 AGGREGATE

BEDDING MATERIAL

100

CONCRETE

BOX CULVERTSCU. YD. 16.5

STA. 38+57.6439.32’ LT.

STA. 39+12.70

39.32’ RT.

REINFORCEMENT BARS LB 3,082

NAME

PLATE

STONE RIPRAP

CLASS A4 (TYP.)

THICKNESS = 1’-4"

EACH 1

SQ. YD.

NAME PLATES

REINFORCEMENT BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706

GR 60 (IL MODIFIED), SEE SPECIAL PROVISION.

EXPOSED EDGES SHALL HAVE A 3/4 " CHAMFER.

CULVERT FLOWS MUST BE MAINTAINED THROUGHOUT THE PROJECT. NORMAL

FLOW SHALL BE ALLOWED TO PASS AT THE RATE IT ENTERS THE JOBSITE.

HIGH FLOWS SHALL BE ALLOWED TO PASS WITHOUT CAUSING DAMAGE TO

UPSTREAM PROPERTIES.

THE CONTRACTOR SHALL CLEAN OUT CULVERT STREAM FLOW TO THE RIGHT OF

WAY LINES. THE COST SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR

"PRECAST CONCRETE BOX CULVERT 5’x3’ ".

STRUCTURE EXCAVATION AND GRADING AROUND ENDS OF CULVERT SHALL BE

INCLUDED IN THE CONTRACT UNIT PRICE FOR "PRECAST CONCRETE BOX

CULVERT 5’x3’".

PLACEMENT AND COMPACTION OF THE BACKFILL FOR CULVERT SHALL

CONFORM TO SECTION 502.10 OF THE STANDARD SPECIFICATIONS. EXCEPT

THE MATERIAL SHALL CONFORM TO SECTION 1004.05 OF THE STANDARD

SPECIFICATION FOR COARSE AGGREGATE FOR TRENCH BACKFILL AND

SHALL BE COMPACTED TO MINIMUM OF 95% OF THE STANDARD LABORATORY

DENSITY. THE ENTIRE EXCAVATION, WITHIN 2 FEET OUTSIDE OF EACH

SHOULDER, SHALL BE BACKFILLED WITH TRENCH BACKFILL MATERIAL TO

THE BOTTOM OF THE PROPOSED SUBGRADE. THIS TRENCH BACKFILL

MATERIAL WILL NOT BE MEASURED FOR PAYMENT, BUT SHALL BE INCLUDED

IN THE CONTRACT UNIT PRICE FOR THE CLASS OF CONCRETE INVOLVED OR

OTHER UNIT PRICE ITEM OF THE WORK FOR WHICH IT IS REQUIRED.

PRECAST CONCRETE BOX CULVERT SLAB & WALL THICKNESS TAKEN FROM

AASHTO MATERIAL SPECIFICATIONS. IF FABRICATOR CHOOSES TO ALTER

DIMENSIONS, IT MUST BE APPROVED BY THE ENGINEER, AND THE CALCULATIONS

SHALL BE PREPARED AND SEALED BY AN ILLINOIS LICENSED STRUCTURAL ENGINEER.

BOX CULVERT END SECTIONS NO. 2 CAN BE EITHER PRECAST OR CAST-IN-PLACE.

DETAILS SHOWN ARE FOR CAST-IN-PLACE END SECTIONS. IF THE CONTRACTOR

ELECTS TO USE PRECAST END SECTIONS, THE DESIGN OF THE END SECTION IS THE

CONTRACTOR’S RESPONSIBILITY AND ALL CALCULATIONS SHALL BE PREPARED AND

SEALED BY AN ILLINOIS LICENSED STRUCTURAL ENGINEER. IF PRECAST END SECTIONS

ARE USED, EACH END SECTION (4 TOTAL) SHALL BE COMPLETELY FABRICATED PRIOR

TO SITE DELIVERY.

THE NEW NUMBER FOR THIS STRUCTURE WILL BE 071-1150.

THE PRECAST CONCRETE BOX CULVERT SHALL CONFORM TO THE

REQUIREMENTS OF AASHTO M273 (DESIGN FILL HEIGHT< 2’-0")

B-1e

B-2e


STATE OF ILLINOIS

15

22

16

21

367 368

OGLE RD

GEORGETOWN RD.

72

OG

LE

RD

.

GO

LD

MIN

E R

D.

FO

RK

CR

EE

K R

D.

HARPER RD.

COFFMAN RD.

RANGE 7E - 3rd. PM

N

TW

P. 25N

12’-1"

LANE SHOULDER

8’-0"

5’-0"3’-0"

SHOULDER

8’-0"

LANE

12’-10"

58’-0" OUT-TO-OUT 19’-0"

29’-0" INLET

20’-10" 24’-8"

45’-0" PRECAST BOX CULVERT

11’-0" LIMITS

OF RIPRAP

8’-0"

3’-0"

1’-0

"

58’-0" OUT-TO-OUT

3’-0"

17’-6"

19’-1"

2’-0

" 35^

12’-3

"

2’-0

"

11’-0" LIMITS

RIPRAP

DOUBLE CONCRETE BOX CULVERT 5’X3’ AT 35 DEGREE SKEW WITH GRATED END SECTIONS (SHEET 1 OF 9)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:38:15 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

(B.T. & T.B.)

1-#4 a3 BAR (B.B.)

(B.T. & T.B.)

1-#4 a3 BAR (B.B.)

END OF PRECAST SECTION

INLET PLAN

T.T. = TOP OF TOP SLAB

B.T. = BOTTOM OF TOP SLAB

T.B. = TOP OF BOTTOM SLAB

B.B. = BOTTOM OF BOTTOM SLAB

LEGEND

L CULVERTC

1/4 " WIDE x 1" DEEP

SAW CUT JOINT

BOX CULVERT

END SECTIONS

NO. 2

BOX CULVERT

END SECTIONS

NO. 2

x 4 BARS

x6 BAR


(PL

AC

E A

S S

HO

WN

IN

SE

CT

ION

)

(PL

AC

E A

S S

HO

WN

IN

SE

CT

ION

)

C

C

B

B

A

A


STATE OF ILLINOIS

@ 7 1/2 " = 2’-6"

5-#7 a1 BARS

2’-0"

@ 2’-0" = 4’-0" (B.B.)

2-#4 a2 BARS

(B.T. & T.B.)

7-#7 a BARS @ 7 1/2 " = 3’-9"

7 1/2 " 2"

2"

2" 7-#7 a BARS @ 7 1/2 " = 3’-9"

(B.T. & T.B.)

7 1/2 "

@ 7 1/2 " = 2’-6"

5-#7 a1 BARS

2’-0"

@ 2’-0" = 4’-0" (B.B.)

2-#4 a2 BARS 2"

35%%d0’0"

3’-11 1/4 " 4’-9"

8’-3"

6"

5’-0"

6"

3"

6"

5’-0"

6"

12’-

3"

3-#4 x3

BARS

5-#7 h

BA

RS

@ 1

’-3" =

5’-0" (

B.T

.)

1 E

A.-

#7 h

1 &

#7 h

2 B

AR

S

6-#4 h

3 B

AR

S @

12" =

5’-0"

(T.B

. &

B.B

.)

5-#7 h

BA

RS

@ 1

’-3" =

5’-0" (

B.T

.)

1 E

A.-

#7 h

1 &

#7 h

2 B

AR

S

6-#4 h

3 B

AR

S @

12" =

5’-0"

(T.B

. &

B.B

.)

3-#4 x2

BARS


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:38:28 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07


(B.T. & T.B.)

1-#4 a3 BAR (B.B.)

(B.T. & T.B.)

1-#4 a3 BAR (B.B.)






LEGEND

L CULVERTC


SAW CUT JOINT

BOX CULVERT

END SECTIONS

NO. 2

BOX CULVERT

END SECTIONS

NO. 2

x 4 BARS

x6 BAR


(PL

AC

E A

S S

HO

WN

IN

SE

CT

ION

)

(PL

AC

E A

S S

HO

WN

IN

SE

CT

ION

)

C

C

B

B

A

A

OUTLET PLAN

35%%d0’0"

2" 7-#7 a BARS @ 7 1/2 " = 3’-9"

(B.T. & T.B.)

7 1/2 " 5-#7 a1 BARS

@ 7 1/2 " = 2’-6"

2-#4 a2 BARS

@ 2’-0" = 4’-0" (B.B.)

2’-0"

3’-11 1/4 "4’-9"

2"

2" 7-#7 a BARS @ 7 1/2 " = 3’-9"

(B.T. & T.B.)

7 1/2 " 5-#7 a1 BARS

@ 7 1/2 " = 2’-6"

8’-3"

2-#4 a2 BARS

@ 2’-0" = 4’-0" (B.B.)

2’-0" 2"

6"

5’-0"

6"

3"

6"

5’-0"

6"

12’-

3"

5-#7 h

BA

RS

@ 1

’-3" =

5’-0" (

B.T

.)

1 E

A.-

#7 h

1 &

#7 h

2 B

AR

S

5-#7 h

BA

RS

@ 1

’-3" =

5’-0" (

B.T

.)

1 E

A.-

#7 h

1 &

#7 h

2 B

AR

S

3-#4 x2

BARS

3-#4 x3

BARS

6-#4 h

3 B

AR

S @

12" =

5’-0"

(T.B

. &

B.B

.)

6-#4 h

3 B

AR

S @

12" =

5’-0"

(T.B

. &

B.B

.)


STATE OF ILLINOIS


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:38:41 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07


SIDEWALL TRANSITION

TERMINATES AT BOTTOM

OF TOP SLAB.

PRECAST

SECTION

CAST-IN-PLACE

SECTION

OPTIONAL PRECAST TO CAST-IN-PLACE

CONNECTION COLLAR

OPTIONAL FORMATION

OF CONNECTION COLLAR

PRECAST

SECTION

NOTE:

ADDITIONAL CONCRETE USED FOR THE

OPTIONAL COLLAR FORMATION WILL BE

PROVIDED AT THE CONTRACTOR’S EXPENSE.

ELEVATION

SHORT WALL

ISOMETRIC VIEW OF

CONNECTION COLLAR

LONG WALL2 WALLS EACH END2 WALLS EACH END

1-#4 v BAR(4 TOTAL BARS)

(12 T

OT

AL

BA

RS

)

(12 T

OT

AL

BA

RS

)

h BARSa OR a1 BARS

a OR a1 BARSa2 BARS

h3 BARS

PRECASTCONCRETE

BOX CULVERT

1-# 4 v BAR

(4 TOTAL BARS)

BOX CULVERTEND SECTIONS

BOX CULVERTEND SECTIONS

h BARS

a ORa1 BARS

a OR a1 BARSh3 BARS

a2 BARS

x BARSx BARS

x BARSx BARS

PRECAST

SECTION

x

PRECAST TO CAST-IN-PLACE

CONNECTION COLLAR

x1, x2 OR x3

11’-4"

1 TOP SLAB = 7 1/2 "

BOTTOM SLAB = 8 "

SIDEWALLS = 8"

x

11’-4"

1

x4 OR x5

TOP SLAB = 8"

BOTTOM SLAB = 8"

SIDEWALLS = 8"

GRATED END

SECTION

OPTIONAL CAST-IN-PLACE TO GRATED

END SECTION CONNECTION COLLAR

BARSEXTERIOR SIDEWALLCOLLAR, EACH END.





STATE OF ILLINOIS

1

1

3-#6 h

4 B

AR

S

@ 1

2" =

2’-0

"

(24 TOTAL BARS)

6-#4 v BARS @ 9" = 3’-9"1 1/2 "

3-#4 x1 3-#4 x5

1 1/2 "

3-#4 x5

(44 TOTAL BARS)

11-#4 v BARS @ 9" = 7’-6" 1 1/2 "

3-#4 x1

x6 BAR

(TOP COLLAR

ONLY)

2" CLR.

(TY

P.)

8"

8"

8"

2" CLR.

(TY

P.)

7"

3-#

6 h

5 B

AR

S

@ 1

2" =

2’-0

"

1 1/

2 "

CL

R.

6"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:38:55 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07


PRECAST TYPICAL SECTION

FILL SPACE WITH CLASS

SI CONCRETE, SEE

SPECIFICATIONS

3" O DRAINS

(TYP. EXTERIOR

SIDEWALLS)

SECTION A-A & A1-A1

x BARS

(TYP.)

x1 BARS

x BARS

(TYP.)

x2 BARS

NOTE:

CLASS SI CONCRETE TO BE POURED

BETWEEN PRECAST SECTIONS PRIOR

TO FORMING AND POURING OF

CAST-IN-PLACE SECTIONS.

x2 BARS


CONNECTIN COLLAR.

(IN

LE

T &

OU

TL

ET

)

6" OF COMPACTED

CA. 7 AGGREGATE

BEDDING MATERIAL


STATE OF ILLINOIS

6 - #4 x BARS @ 12" = 5’-0"

(TOP & BOTTOM)

11"

LIMITS OF REMOVAL AND DISPOSAL

OF UNSUITABLE MATERIAL. REPLACE

WITH BREAKER-RUN CRUSHED STONE.

1-#4 x BAR

1-#4 x BAR

1-#4 x BAR

4’-0"

6"

3’-0

"6"

6" 5’-0" 6" 3" 6" 5’-0" 6"

12’-3"

1’-

6"

TY

P.

6"

1’-

0"

2’-0"

(TYP.)

6’-11"

10" 2"

10

"9"

4 -

#4

x B

AR

S

@ 1

2" =

3’-0"

5’-4

"

8"

2"

CL

R.

8"

8"

9"

2"

CLR.


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:39:05 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

PRECAST TYPICAL SECTIONSECTION A-A & A1-A1

h BARS

(TYP.)

a OR a1 BARS


CONNECTION COLLAR,

SEE DETAILS, SHEET x.

CAST-IN-PLACE BARREL TO END

SECTIONS CONNECTION COLLAR VIEW

v BARS

h1 BAR

h2 BAR

SHORT WALL LONG WALL

3" O DRAIN

(TYP. EXTERIOR

SIDEWALLS)

NOTE:

TILT HOOK BARS IN TOP AND

BOTTOM SLAB TO PROVIDE

REQUIRED CLEAR

a2 BARS

a OR a1 BARS

h4 BARS

(TYP.)h5 BARS

(TYP.)

h3 BARS

(TYP.)

x BARS

x BARS

x3 BARS

x3 BARS

x1 BARS

CONSTRUCTION

JOINT (TYP.)

h BARS

(TYP.)

a OR a1 BARS

v BARS

h2 BAR

h1 BAR


a2 BARS

a OR a1 BARS

CONSTRUCTION

JOINT (TYP.)

2"

CL

R.

1 1/2 "

CLR.

1 1/

2 "

CL

R.

1 1/

2 "

CL

R.

3" O DRAIN

(TYP. EXTERIOR

SIDEWALLS)

h4 BARS

(TYP.)h5 BARS

(TYP.)

h3 BARS

(TYP.)

2"

CL

R.

6 1/

2 "

3’-0"

7 1/

2 "

x4 BARS

x BARS

(IN

LE

T &

OU

TL

ET

)

x4 BARS

x5 BARS

x5 BARS

x6 BAR

v BARS

1-#4 x BAR

x BARS

(TYP.)

1-#4 x BAR

(IN

LE

T &

OU

TL

ET

)

1-#4x BAR

v BARS

NOTE:



REQUIRED CLEAR

***

14’-11 1/2 " (-) MEASURED ALONG SKEW

***

x BARS

(TYP.)

MEASURED PERPENDICULAR TO CULVERT SIDEWALLS*

x BARS

(TYP.)

4-#

4 x

BA

RS

@ 1

’-0

" =

3’-0

"

1-#4

x BAR

x BARS

(TYP.)

1-#4

x BAR

NOTE:

TILT x6 BAR IN COLLAR

TO PROVIDE REQUIRED CLEAR.


STATE OF ILLINOIS

CL

R.

1 1/

2 "

1 1/

2 "

CL

R.

CLR.

1 1/2 "

2"

CL

R.

6" 5’-0" 9"

8"

1’-3" 5’-0" 6"

8" 12’-3"

9"

(EA

CH

SID

E)

11"

10"

8"

6 1/

2 "

3’-0"

7 1/

2 "

2"

CL

R.

9"

4-#

4 x

BA

RS

@ 1

’-0

" =

3’-0

"

9"

8"

10"

5’-4

"

2" 10"

6-#4 x BARS @ 1’-0" = 5’-0"

(TOP & BOTTOM)

8"

6’-8"

2"

CL

R.

9 1/2 "

13-#4 x BARS @ 1’-0" =12’-0"

(TOP & BOTTOM COLLAR)

9 1/2 "

5’-6

"

10-24-07


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:39:14 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

BARS h BARS h3 BARS a1

CU

T LINE

CU

T LINE

CU

T L

INE

a

a1

a2

a3

h

h1

h2

h3

h4

h5

v

x

x1

x2

x3

x4

x5

x6

Reinforcement Bars,

Epoxy Coated


Concrete Structures Cu. Yd.

Pound 3,082

56

20

8

4

10

4

4

24

12

12

76

148

12

12

12

12

12

2

7

7

4

4

7

7

7

4

6

6

4

4

4

4

4

4

4

7

BAR x

10 1

/2 "

16.6

7’-4"

8’-9"

5’-8"

3’-0"

12’-2"

4’-3"

8’-0"

12’-2"

4’-3"

8’-0"

3’-10"

5’-2"

5’-0"

6’-7"

6’-4"

15’-7"

5’-2"

16’-3"

BARS a BARS a1

FIELD CUTTING DIAGRAMSORDER BARS FULL LENGTH. CUT AS SHOWN AND

USE REMAINDER OF BARS IN OPPOSITE END.

BILL OF MATERIAL


STATE OF ILLINOIS

12

’-2

"

7’-

10"

7’-

10"

4’-4

"

4’-4

"

12

’-2

"

4’-4

"

4’-4

"

7’-

10"

7’-

10"

7’-

1"

1’-2

1/2

"

1’-0" 1’-3 1/2 "

1’-8" 10 1/2 "

5’-4

"

1’-

9"

5’-4

"

1’-

9"

10" 10" 10" 10"

7"

7"

7’-1"5’-8"

5-#7 h BARS

2 SETS

6-# 4 h3 BARS

4 SETS

5-#7 a1 BARS

4 SETS

10-24-07


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:39:24 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

GRATE INLET/OUTLET PLAN

INLET/OUTLET ELEVATION

a4 BAR a4 BAR

6" 6"

3"


SI CONCRETE, SEE

SPECIFICATIONS

h11 BARS

(TYP.)

SECTION A-A

LEGEND

* MEASURED PERPENDICULAR

TO END SECTION

d BAR

h6 BARS

h8 BAR

h9 BAR

h10 BAR h11 BAR

1 - #5 l19 BAR

3-#6 h12 BARS

h11 BARS

1/2 " } EXP.

BOLTS (TYP.)3 1/2 " } GALVANIZED

STEEL PIPE (TYP.)

5/8 " } x 9" HIGH

TENSILE BOLTS

WITH NUT & WASHER

FILL SPACES WITH CLASS SI

CONCRETE. SEE SPECIFICATIONS

(CU

TO

FF

WA

LL

)(C

UT

OF

F W

AL

L)

1 - #5 h11 BAR (T.B.)

3-#5 h11 BARS (B.B.)

3-#5 h11 BARS (B.B.)

3-#5 h11 BARS (B.B.)

3-#5 h11 BARS (B.B.)

1 - #4 d BAR

(CUTOFF WALL)

1 - #4 d BAR

(CUTOFF WALL)

l THRU l19 BARS

(TYP. EACH WALL)

SEE DETAIL "A"

SHEET 4.

(2 END SECTIONS, EACH END)

(4 TOTAL)

INLET/OUTLET PLAN

1 - #5 a4 BAR

1 - #5 a4 BAR


GALV. PLATE WITH HOLE

TO FIT 3 1/2 " } PIPE

1 - #5 h11 BAR

(T.B.)


(4 TOTAL)

GALVINIZED STEEL

PIPE CAPS

(TYP. ALL ENDS)

1 - # 5 h7 BAR

(EACH WALL)1 - # 5 h7 BAR

(EACH WALL)

1 - # 5 h7 BAR

(EACH WALL)



OPTIONAL

CONSTRUCTION

JOINT

CONSTRUCTION

JOINT (TYP.)


STATE OF ILLINOIS

3 EQUAL SPACES = 15’-4"

*

8"

@ 1

2" =

5’-0

" (

T.B

.)

6-#

5 h

11

BA

RS

8"

@ 1

2" =

5’-0

"

6-#

4 d

BA

RS

2"

8" 2"

6-#

4 d

BA

RS

@ 1

2" =

5’-0

"

2"

3"

1 E

AC

H -

#5 h

6 &

6" 5’-0" 5’-0" 6"

2’-2" 1’-6"

6"

6"

6"

6"

3"

6"

5’-0

"5

’-0

"6"

19’-0"

4’-

10

"

6’-0" 6’-0"

12’-3"

8"

7 1/

2 "

4’-

2 1

/2 "

3’-0

"6"

2"8"2"

8"

6"

1’-

3"

1’-

3"

1’-

3"

1’-

3"

1’-

3"

1’-

3"

1’-

3"

1’-

3"

6"

19’-0"19’-0"

2"

7" 2 1/2 " (+)2 1/2 " (-)

1 EACH - #5 l THRU l18 BARS @ 12" = 18’-0" (EACH WALL)

8"

3’-

8 1

/2 "

19 - #5 a4 BARS @ 12" = 18’-0"

(EACH SIDE)

35^

6-#

5 h

11

BA

RS

@ 1

2" =

5’-0

" (

T.B

.)

8"

h8 T

HR

U h

11 B

AR

S

(TY

P. E

AC

H W

AL

L)

10-24-07


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 10:39:36 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


3’-9

"

4’-4

"

3’-6"

3’-

11"

3’-9

"

3’-6"

3’-4

"

2’-6"

2’-

11"

2’-9

"

2’-6"

2’-4

"

1’-

5"

l1 l2 l3 l4 l5 l6 l7 l8 l9 l10 l11 l12

1/2 " STEEL PLATE

TOP ANCHOR PLATE

DETAIL ’A’

BARS l THRU l19

BAR d

l13 l14

1’-

11"

1’-

6"

a4

d

h6

h7

h8

h9

l1

l3

l4

l5

l6

l7

l8

l9

l10

l11

l12

l13

8

24

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

5

4

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

6’-11"

4’-8"

0’-11"

4’-5"

4’-9"

9’-9"

14’-8"

18’-8"

6’-11"

5’-9"

6’-4"

5’-6"

5’-11"

5’-9"

5’-6"

5’-4"

4’-6"

4’-11"

4’-9"

4’-6"

4’-4"

3’-5"

3’-11"

3’-8"

3’-6"

CONCRETE

STRUCTURES

REINFORCEMENT

BARS

CU. YD.

POUND

GENERAL NOTES

L 1/2 " x 4" x 14"

TOP ANCHOR PLATE

P

** BOX CULVERT

END SECTIONS NO. 2

BILL OF MATERIAL

5/8 " DIA. HOLE (TYP.)

(8 EACH SECTION)

(32 TOTAL)

1’-

8"

1’-

1"

1’-

4"

l15 l16 l17 l18 l19

9"

11"

18.8

h10

h11

l15

l16

l17

l18

l19

28

60

8

8

8

8

8

8

8

5

5

5

5

5

5

h12 12 6

3’-4"

3’-1"

2’-11"

2’-9"

3 1/2 " O GALV. STEEL PIPE


5/8 " O x 9" GALV. BOLTS

1/2 " O GALV. EXP. BOLTS



EACH

EACH

EACH

EACH

EACH

EACH

8

8

UNITITEM QUANTITY

12

16

14

3,413

l

l2

l14

l

80


GRADE B, SCHEDULE 40, & SHALL BE GALVINIZED CONFORMING

TO A.S.T.M A-120.



BOLTS, NUTS AND WASHERS SHALL BE IN ACCORDANCE WITH


BE GALVINIZED.

THE CONTRACT UNIT PRICE "EACH" FOR BOX CULVERT END SECTION

NO. 2 SHALL INCLUDE THE EXPANSION BOLTS, GALVANIZED PIPES,

CLASS SI CONCRETE, BOLTS, NUTS, REINFORCEMENT, WASHERS, AND

STEEL PLATES.

* BOX CULVERT END SECTIONS NO. 2

BILL OF MATERIAL

3 @ 18’-7"

4 @ 7’-6 3/8 "

* QUANTITIES GIVEN ARE FOR EACH BOX

CULVERT END SECTION. FOR INFORMATIONAL

PURPOSES ONLY. COST TO BE INCLUDED IN

THE BID ITEM "BOX CULVERT END SECTIONS

NO. 2"

** BILL OF MATERIAL IS TOTAL FOR

ALL END SECTIONS. FOR

INFORMATIONAL PURPOSES ONLY


STATE OF ILLINOIS

8" 7

"4"

10" 2"2"

4"

2’-0"

2’-8"

2’-0"

VA

RIE

S

4’-

4" T

HR

U 9

"

1’-2"

4"

2"

10-24-07


Flow

~ Roadway

Top of Headwall3

12’’2

Bo

tto

m o

f T

op

Sla

b

Top &

Bott

om

of B

ott

om

Sla

b

Pla

ce a

s s

how

n i

n C

ross S

ect.

SHOWING OUTLINES

PLAN


Bottom of Top Slab

1 1/

2 ’’

cl.

Top of Bottom Slab


v

NOTES

~ Culvert

2-#6 a bars in

BAR d

LOADING HS 20-44 & ALT.

DESIGN STRESSES

fy = 60,000 psi

f’c = 3,500 psi

2’-2’’

2’-2’’

BAR a 1

1

1

2

2 #4

a

a

h

h

h

Constr.

Jt.

1 1/2 ’’

cl.

SECTION A-A

v

SECTION THRU BARREL

1 1

h

h

h

Const. Jt.a

a

cl.

a

Const. Jt.

2

1

v

v

2 1 1/2 ’’

cl.

cl.

cl.

cl.

1 1/

2 ’’

1 1/2 ’’

Tilt hook of a bars

min. cl.

1

6’’

2’’

2’’



(Up Stream End Only)


12’’

R=6’’

BILL OF MATERIAL


Cu. Yd.

Reinforcement Bars

Concrete Box Culverts

Pound

6" 6"8’-0"

5’-0"

6’-2

"

6 1/

2 "

7 1/

2 "

a3

#7

#6

#6

#4

#5

10’-4"

v #4

1 1/

2 ’’

cl.

9

18

5’-10"

HALF ELEVATION HALF LONG. SECTION

Constr. Jt. |8’-0’’ cts.

ha1

2

a

a

h

2

1

1

a3

3’’} Drains

at

12

’’ c

ts.

Each

Wall

7 1/2 "

8"

2’-0"

a3

ah3

9-#6 h

bars a

t 16’’ c

ts.

8’ -

0"

6"

6"

6"


19’-0"

1

VAR6 1/2 "

5 -

#5

h

bars

(2’-

0" M

in. L

ap)

Elev.720.90

h

1’-0"

9’-6"

6"

2

a3

1

1

1

2-#6 a bars in

Bottom of Headwall3

(3’-

8" M

in.

Lap

)

(1’-

8" M

in. L

ap)

A

A

18

-#

4 h

bars a

t 1

2’’ c

ts.

31-#7 a bars at 7 1/2’’ cts.

18’-9"

52

C #4

d 10 #5 4’-4"

1:2

a2

a1

h1

h through h2 6

5’ -

0"

h through h2 6

6" - Compacted CA-7 Aggregate Bedding Material

BAR C

10"8’-8" 10"

6h-h

1

h through h2 6

a 3 #4 8’-9"

82

17 8’-3"

18 8’-9"

31’-3"

2

h #52

h #52

h #52

3

4

5

h #526

h #527

21’-8"

23’-8"

25’-8"

27’-8"

29’-8"

13’-5"

151 7’-4"v #4

20 3’-6 3/4 "

15.70

3372.80

Expansion Bolts, 3/4" Each 16

10

-#

4 c

bars a

t 1

2’’ c

ts.

(EA

CH

EN

D)

51-#7 a bars at 7 1/2’’ cts.

17-#4 a bars at 7 1/2 " cts.

10-#4 a bars at 7 1/2 " cts.3

Top of Top Slab

12’-5" 9’-6"


M-42 or M-53, Grade 60.


lengths per line.









Sta. 584+14.64

9’-0"

12

"

12"

9"

11 1

/2 "

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


7-05-06


CONCRETE BOX CULVERTS STA 584+14.64 RT SHEET 1 OF 2

Cut L

ine

h

V bars

BAR v

cut diagram

Order V bars full length

Cut to fit as shown and

use remainder of bars in

opposite wall.

Lo

ng

est

Bar

Shortest

Bar

ELEVATION

h

h

h

h

6

5

4

3

h7

12"

TY

P

h7

6"

6"

7 1/2 "

v1

2’

? ELEV 721.40

? ELEV 721.36

6"

(10) #5 d BARS @ 9" CTS.

6"-1

0"

6’-

2 1

/2 "

7 1

/2 "

12’-5"

9’

h2

(8) #4 v1 bars @ 9" cts. each wall

9"

6’-7"

11

1

2"

2"

(3) #4 a BARS @ 12" cts.

SECTION COUNTY


SHEETS NO.RTE.

CONTRACT NO.


STATE OF ILLINOIS


District 2 Standard


PLOT DATE = September 06 2007 DATE

CHECKED

DRAWN -

-

-

-

-

-

REVISED

REVISED

REVISED


TOTAL SHEETF.A. FILE NAME IDOT/District 2USER NAME == DESIGNED - REVISED - 7-05-06

CONCRETE BOX CULVERT END SECTION

CONCRETE BOX CULVERT END SECTION STA 584+14.64 RT SHEET 2 OF 2

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:37:04 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

BUILT 200_ BY

STATE OF ILLINOIS

LOADING HS20

STATION 121+43.48

STR. NO. 071-1151



NAME PLATE



f’c = 3,500 PSI


f’c = 5,000 PSI


FIELD UNITS

PRECAST UNITS


LOADING HS20-44

DESIGN STRESSES



CULVERT 6’ x 3’


SQ. YD.

EACH

FOOT

UNIT QUANTITY

1

110

240

LOCATION SKETCH


FLOOD

HEADWATER ELEVATION

EXISTING PROPOSED

902.44902.42

DESIGN

BASE

10

100 465 904.92

351 904.08 903.63

904.25

50

416

TEN-YEAR 170

162 568 904.76

DRAINAGE AREA

(ACRES) = 251.0

FREQ.

YR.


PROPOSED = 904.76 @ STA. 109+94

EX OVT

PR OVT

DISCHARGE

C.F.S.

PLAN

2

NO SALVAGE.


INLET

EL. 900.36OUTLET

EL. 900.16

U/S L

EL. 900.61

F D/S L

EL. 900.41

F

78 904.76

EXISTING STRUCTURE:

DOUBLE 7’-0" X 4’-0" X 36’-0" CONCRETE BOX CULVERT.

0.0043 /11

TEMP. EASEMENT

PRO

P. R

.O.W

.

PR

OP

. R

.O.W

.

TE

MP

. E

AS

EM

EN

T

EL. 900.43 EL. 900.09

PR

OP

. R

.O.W

.

PR

OP

. R

.O.W

.

IL 72 SECT. 114T-1

EACH 10

VENT PIPE

EXISTING

30" CMP.

L CULVERTC

STA. 121+43.48

P.G. EL. 905.71

48’-0" PRECAST BOX CULVERT 15’-8"

ST

AT

ION

INC

RE

AS

E

25’-0" OUTLET23’-0" INLET

FLOW

4:11.5% 1.5%

6%4:1

H. W. ELEV. 903.63

L IL. RT. 72C

4:1

(H:V)

4:1

(H:V)

4:1

(H:V)

4:1

(H:V)

L IL. RT. 72C

OF RIPRAP OF RIPRAPGENERAL NOTES

BOX CULVERT END

SECTIONS NO. 3

REMOVAL OF EXISTING

STRUCTURE NO. 5

FILTER FABRIC

NAME PLATES EACH 1

BENCH MARK: BM 406

STA. 117+19.06, 32.97’ RT., EL 905.316

TOP OF ROW MARKER SOUTH OF IL 72

WEST OF CULVERT & CONTROL POINT 6.

NAME

PLATE

PROPOSED

STRUCTURE

TO R.O.W. TO R.O.W.BOX CULVERT

END SECTIONS

BOX CULVERT

END SECTIONS




CULVERT WITH PRECAST CONCRETE BOX CULVERT END

SECTIONS.

4%6% 4%



MATERIAL



MATERIAL



MATERIAL

CU. YD.REMOVAL AND DISPOSAL OF

UNSUITABLE MATERIAL

BREAKER-RUN

CRUSHED STONETON

255

410

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

6" OF COMPACTED

CA. 7 AGGREGATE

BEDDING MATERIAL

110SQ. YD.

STONE RIPRAP

CLASS A4 (TYP.)

THICKNESS = 1’-4"




CULVERT FLOWS MUST BE MAINTAINED THROUGHOUT THE PROJECT. NORMAL FLOW

SHALL BE ALLOWED TO PASS AT THE RATE IT ENTERS THE JOBSITE. HIGH FLOWS

SHALL BE ALLOWED TO PASS WITHOUT CAUSING DAMAGE TO UPSTREAM PROPERTIES.

THE CONTRACTOR SHALL CLEAN OUT CULVERT STREAM FLOW TO THE RIGHT OF WAY

LINES. THE COST SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR "PRECAST

CONCRETE BOX CULVERT 6’x3’ ".


INCLUDED IN THE CONTRACT UNIT PRICE FOR "PRECAST CONCRETE BOX CULVERT

6’ x 3’ ".

PLACEMENT AND COMPACTION OF THE BACKFILL FOR CULVERT SHALL CONFORM TO

SECTION 502.10 OF THE STANDARD SPECIFICATIONS. THE MATERIAL SHALL CONFORM

TO SECTION 1004.05 OF THE STANDARD SPECIFICATIONS FOR COARSE AGGREGATE

FOR TRENCH BACKFILL, AND SHALL BE COMPACTED TO MINIMUM OF 95% OF THE

STANDARD LABORATORY DENSITY. THE ENTIRE EXCAVATION, WITHIN 2 FEET

OUTSIDE OF EACH SHOULDER, SHALL BE BACKFILLED WITH TRENCH BACKFILL

MATERIAL TO THE BOTTOM OF THE PROPOSED SUBGRADE. THIS TRENCH BACKFILL

MATERIAL WILL NOT BE MEASURED FOR PAYMENT, BUT SHALL BE INCLUDED IN THE

CONTRACT UNIT PRICE FOR THE CLASS OF CONCRETE INVOLVED OR OTHER UNIT

PRICE ITEM OF THE WORK FOR WHICH IT IS REQUIRED.

PRECAST CONCRETE BOX CULVERT SLAB & WALL THICKNESS TAKEN FROM AASHTO

MATERIAL SPECIFICATIONS. IF FABRICATOR CHOOSES TO ALTER DIMENSIONS, IT

MUST BE APPROVED BY THE ENGINEER, AND THE CALCULATIONS SHALL BE

PREPARED AND SEALED BY AN ILLINOIS LICENSED STRUCTURAL ENGINEER.

ALL LABOR AND MATERIAL REQUIRED FOR THE CONSTRUCTION OF THE CONNECTION

COLLAR SHALL BE INCLUDED IN THE BID ITEM "PRECAST CONCRETE BOX CULVERT

6’ X 3’ ".


INCLUDED IN THE CONTRACT UNIT PRICE FOR "PRECAST CONCRETE BOX

CULVERT 6’x3’."

BOX CULVERT END SECTIONS ARE TO BE PRECAST. CONTRACTOR HAS THE OPTION

OF USING CAST-IN-PLACE END SECTIONS, BUT THE DESIGN OF THE REINFORCEMENT

IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE APPROVED BY THE ENGINEER.

IF THE CONTRACTOR ELECTS TO USE CAST-IN-PLACE END SECTIONS, NO

ADJUSTMENTS IN COSTS OF THE END SECTIONS WILL BE ALLOWED.


THE PRECAST CONCRETE BOX CULVERT SHALL CONFORM TO THE REQUIREMENTS OF

AASHTO M273 (DESIGN FILL HEIGHT < 2’-0")

B-1b

B-2b

14 13

23 24

72 131

MT

. V

ER

NO

N

HARPER RD.

COFFMAN RD.

26

FO

RK

CR

EE

K R

D.

RANGE 7E - 3rd. PM

N

TW

P. 25N


STATE OF ILLINOIS

48’-0" OUT-TO-OUT

SHOULDERLANE

12’-11"

LANE

12’-0"

SHOULDER

48’-0" OUT-TO-OUT

15’-8"

SHOULDER LANE LANE SHOULDER

8’-0" 8’-0"

3’-0"

3’-0"

24’-4"26’-4"

36

’-10

"

8’-0" 12’-0" 12’-11" 8’-0"

13’-0" LIMITS 13’-0" LIMITS

3’-0" 5’-0"3’-0"5’-0"

2’-0

"2

’-0

"2

’-0

"

FIVE CELL CONCRETE BOX CULVERT 6’X3’ WITH GRATED END SECTIONS (SHEET 1 OF 3)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:37:20 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07


x1 BAR x1 BAR

x1 BAR x1 BAR

x2 BAR x2 BAR

x3 BAR

x3 BAR

CONNECTION COLLAR SECTION

CONSTRUCTION

JOINT (TYP.)

ROUGHENED

CONSTRUCTION

JOINT (TYP.)

PRECAST SECTION

x BARS

COLLAR DETAIL

3" O DRAINS

(TYP. EXTERIOR

SIDEWALLS)

FILL SPACES WITH CLASS

SI CONCRETE, SEE

SPECIFICATIONS (TYP.)


SI CONCRETE, SEE

SPECIFICATIONS (TYP.)

1-#4 x BAR

(EACH END)1-#4 x BAR

(EACH END)

(EA

CH

SID

E,

EA

CH

EN

D)

3 x 2-#4 x1 BARS

(TOP & BOTTOM COLLAR,

EACH END)

PRECAST BOX CULVERT

END SECTION

NOTE:

BARS INDICATED THUS 3x2-#4 x1 BARS

INDICATES 3 LINES OF BARS WITH 2

LENGTHS PER LINE.

LIMITS OF REMOVAL AND DISPOSAL



6" OF COMPACTED

CA. 7 AGGREGATE

BEDDING MATERIAL


STATE OF ILLINOIS

(TOP AND BOTTOM COLLAR ,EACH END)

1’-4"

3" 3" 3" 3"

7" 6’-0" 7" 7" 6’-0" 7" 7" 6’-0" 7" 7" 6’-0" 7" 7" 6’-0" 7"

10"

4-#

4 x

BA

RS

@ 1

2" =

3’-0

"

10"

10"

7"

38-#4 x BARS @ 12" = 37’-0" 7"

5’-6"

8"

7"

3’-0"

7"

8"

4’-2"

38’-2"

36’-10"

8"

8"

8"

8"

2’-0"

(TYP.)

6"

2’-0"

1’-

7"

TY

P.


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:37:31 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07



INLET/OUTLET PLAN


SI CONCRETE, SEE

SPECIFICATIONS


SI CONCRETE, SEE

SPECIFICATIONS

7"

SECTION A-A

1/2 " O EXP

BOLTS (TYP.)

3 1/2 " O GALVANIZED

STEEL PIPE (TYP.)

5/8 " O x 9" HIGH TENSILE

BOLTS WITH NUT &WASHER


SI CONCRETE, SEE

SPECIFICATIONS

A

A

2 SPACES @ 6’-0" = 12’-0"

2’-0"

2’-0"

1/2 " STEEL PLATE

TOP ANCHOR PLATE

DETAIL ’A’

L 1/2 " x 4" x 14"

TOP ANCHOR PLATE

P

BAR x3

x

x1

x2

x3

172

24

12

12

4

4

4

4

1’-0"

19’-7"

4’-8"

4’-0"


CONCRETE

STRUCTURESCU. YD.

REINFORCEMENT

BARS

* CONNECTION COLLAR

BILL OF MATERIAL

POUND

* FOR INFORMATIONAL PURPOSES ONLY.

COST TO BE INCLUDED IN THE BID ITEM

"PRECAST CONCRETE BOX CULVERT 6’x3’ "

GENERAL NOTES

SEE DETAIL ’A’,

THIS SHEET.

3-#4 x2 BARS

EXTERIOR SIDEWALL

COLLAR (EACH SIDE,

EACH END) (SEE

CONNECTION COLLAR

SECTION, SHEET 2.)

3-#4 x3 BARS

EXTERIOR SIDEWALL

COLLAR (EACH SIDE,

EACH END) (SEE

CONNECTION COLLAR

SECTION, SHEET 2.)

6"

(5 END SECTIONS,

EACH END 10 TOTAL)

GALVINIZED STEEL

PIPE CAPS (TYP. ALL

ENDS)



TO FIT 3 1/2 " O PIPE.

5/8 " DIA. HOLE

(TYP.)

(6 EACH SECTION)

(60 TOTAL)



TO A.S.T.M A-120.





BE GALVINIZED.

THE CONTRACT UNIT PRICE "EACH" FOR BOX CULVERT END

SECTIONS NO. 3 SHALL INCLUDE THE EXPANSION BOLTS,

GALVANIZED PIPES, CLASS SI CONCRETE, BOLTS, NUTS,

REINFORCEMENT, WASHERS AND STEEL PLATES.







EACH2 @ 15’-4"

3 @ 7’-4"

EACH

EACH

EACH

EACH

EACH

6

6

(5 END SECTIONS,

EACH END, 10 TOTAL)

UNITITEM QUANTITY

** BOX CULVERT END SECTIONS NO. 3

BILL OF MATERIAL

5.6

508

6

12

10

** QUANTITIES GIVEN ARE FOR EACH BOX

CULVERT END SECTION FOR INFORMATIONAL

PURPOSES ONLY. COST TO BE INCLUDED

IN THE BID ITEM "BOX CULVERT END

SECTIONS NO. 3".


STATE OF ILLINOIS

2’-2" 1’-6"

4’-3"

4’-

10

"

15’-8"

2’-0"

3’-0

"

15’-8"

7’-2"

7" 6’-0" 7"

8"

3"

7"

6’-0

"7"

3"

8" 7

"

4"

10"4"

2"

2"2"

4"

1’-2"

2’-0"

2’-0"

8"

8"

3’-9"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:16:58 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

OUTLET

EL. 905.76

2

NO SALVAGE.

PLAN


GENERAL NOTES

TOTAL BILL OF MATERIALS



f’c = 3,500 PSI


f’c = 5,000 PSI


FIELD UNITS

PRECAST UNITS


LOADING HS20-44

DESIGN STRESSES

ITEM


CULVERT 6’ x 4’


SQ. YD.

EACH

FOOT

UNIT QUANTITY

1

124

L CULVERTC

C

C

30’-0" INLET32’-0" OUTLET

4:1

(H.V.)

4:1

(H.V.)4:1

(H.V.)

4:1

(H.V.)

EXISTING R.O.W.

PR

OP

OS

ED

R.O

.W.

PR

OP

OS

ED

R.O

.W.

EXISTING R.O.W.

PR

OP

. R

.O.W

.

PR

OP

. R

.O.W

.

U/S ?

EL. 906.47

D/S ?

EL. 906.01

TE

MP

. E

AS

EM

EN

T

TE

MP

. E

AS

EM

EN

T

FLOW

EXISTING STRUCTURE:

SINGLE 10’-0" x 5’-0" x 36’-0"

CONCRETE BOX CULVERT WITH

10’-0" x 7’-0" WEIR @ INLET END.

4

50

50

1.5 %1.5 %

4:1 (H:V) 4:1 (H:V)

8’-0"

SHOULDER

ST

AT

ION

INC

RE

AS

E

TO R.O.W.

TE

MP

. E

AS

EM

EN

T

TE

MP

. E

AS

EM

EN

T

STA. 313+79.80P.G. EL. 914.30

OF RIPRAP

OF RIPRAP

L IL. RT. 72

6%

L IL. RT. 72

FILTER FABRIC

REMOVAL OF EXISTING

STRUCTURE NO.2

EXISTING

8" CMP

END SECTIONS END SECTIONS

INLET

EL. 906.22

BOX CULVERT

END SECTIONS NO. 1EACH



WITH A DOUBLE 6’-0" x 4’-0" PRECAST CONCRETE BOX

CULVERT WITH PRECAST CONCRETE BOX CULVERT

END SECTIONS.

0.0074EL. 906.37EL. 905.61

8’-0"

SHOULDER

4%4%6%

1EACH

SQ. YD.

NAME PLATE

CLASS A4 STONE RIPRAPTHICKNESS = 1’-4" (TYP.)

NAME PLATES

B-1f

B-2f

REINFORCEMENT BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706 GR 60

(IL MODIFIED), SEE SPECIAL PROVISION.


CULVERT FLOWS MUST BE MAINTAINED THROUGHOUT THE PROJECT. NORMAL FLOW

SHALL BE ALLOWED TO PASS AT THE RATE IT ENTERS THE JOBSITE. HIGH FLOWS

SHALL BE ALLOWED TO PASS WITHOUT CAUSING DAMAGE TO UPSTREAM PROPERTIES.

THE CONTRACTOR SHALL CLEAN OUT CULVERT STREAM FLOW TO THE RIGHT OF WAY

LINES. THE COST SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR "PRECAST

CONCRETE BOX CULVERT 6’x4’ ".


INCLUDED IN THE CONTRACT UNIT PRICE FOR "PRECAST CONCRETE BOX CULVERT

6’x4’."

PLACEMENT AND COMPACTION OF THE BACKFILL FOR CULVERT SHALL CONFORM TO

SECTION 502.10 OF THE STANDARD SPECIFICATIONS. THE MATERIAL SHALL CONFORM

TO SECTION 1004.05 OF THE STANDARD SPECIFICATIONS FOR COARSE AGGREGATE

FOR TRENCH BACKFILL, AND SHALL BE COMPACTED TO MINIMUM OF 95% OF THE

STANDARD LABORATORY DENSITY. THE ENTIRE EXCAVATION, WITHIN 2 FEET

OUTSIDE OF EACH SHOULDER, SHALL BE BACKFILLED WITH TRENCH BACKFILL

MATERIAL TO THE BOTTOM OF THE PROPOSED SUBGRADE. THIS TRENCH BACKFILL

MATERIAL WILL NOT BE MEASURED FOR PAYMENT, BUT SHALL BE INCLUDED IN THE

CONTRACT UNIT PRICE FOR THE CLASS OF CONCRETE INVOLVED OR OTHER UNIT

PRICE ITEM OF THE WORK FOR WHICH IT IS REQUIRED.

ALL LABOR AND MATERIAL REQUIRED FOR THE CONSTRUCTION OF THE CONNECTION

COLLAR SHALL BE INCLUDED IN THE BID ITEM "PRECAST CONCRETE BOX CULVERT

6’x4’ ".

PRECAST CONCRETE BOX CULVERT SLAB & WALL THICKNESS TAKEN FROM AASHTO

MATERIAL SPECIFICATIONS. IF FABRICATOR CHOOSES TO ALTER DIMENSIONS, IT

MUST BE APPROVED BY THE ENGINEER AND THE CALCULATIONS SHALL BE PREPARED

AND SEALED BY AN ILLINOIS LICENSED STRUCTURAL ENGINEER.

BOX CULVERT END SECTIONS ARE TO BE PRECAST. CONTRACTOR HAS THE OPTION

OF USING CAST-IN-PLACE END SECTIONS. FOR EITHER TYPE OF END SECTION, THE

CONTRACTOR IS REQUIRED TO SUBMIT DESIGN CALCULATIONS TO BE APPROVED BY

THE ENGINEER. THE DESIGN CALCULATIONS SHALL BE PREPARED AND SEALED BY AN

ILLINOIS LICENSED STRUCTURAL ENGINEER. IF THE CONTRACTOR ELECTS TO USE

CAST-IN-PLACE END SECTIONS, NO ADJUSTMENTS IN COSTS OF THE END SECTIONS

WILL BE ALLOWED.



REQUIREMENTS OF AASHTO M259 (DESIGN FILL HEIGHT = 3’-0")

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.


STATE OF ILLINOIS

8’-0"

SHOULDER

12’-8" 12’-6"

30’-3"

TO R.O.W.

12’-8" 12’-6"

LANE LANE

LANE LANE SHOULDER

8’-0"

62’-0"

62’-0" OUT-TO-OUT

62’-0" PRECAST CONCRETE BOX CULVERT19’-8"

BOX CULVERT

18’-5" 19’-8"

BOX CULVERT

15’-0" LIMITS

3’-0"5’-0" 3’-0" 5’-0"

3’-0

"

15’-0" LIMITS

14

’-7"

DOUBLE CONCRETE BOX CULVERT 6’X4’ WITH GRATED END SECTIONS (SHEET 1 OF 3)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:17:10 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

FILL SPACE WITH CLASS SI

CONCRETE, SEE SPECIFICATIONS

x BAR

(TYP.)

x1 BAR

x2 BAR

x2 BAR

x BAR

(TYP.)

x1 BAR





PRECAST SECTION

x BAR

COLLAR DETAIL

x3 BAR

x3 BAR

PRECAST GRATED

ENDSECTION

3-#4 x2 BARS

(TOP & BOTTOM COLLAR,

EACH END)

1-#4 x BAR

(EACH END)

1-#4 x BAR

(EACH END)

3" O DRAINS

(TYP. EXTERIOR

SIDEWALLS)


STATE OF ILLINOIS

1’-4"

10

"1

0"

8"

6’-6

"

15’-11"

15 - #4 x BARS @ 12" = 14’-0"

(TOP & BOTTOM COLLAR, EACH END)

11"

8"

8" 10

"5

- #

4 x

BA

RS

@ 1

2" =

4’-0

"

(EA

CH

SID

E,

EA

CH

EN

D)

8"

1’-0"

14’-7"

6’-0" 6’-0"7"7"

1’-

7"

(TY

P.)

7"

4’-0

"

5’-2

"

8"

8"

3"

7" 7"

7"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:17:22 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07



SI CONCRETE, SEE

SPECIFICATIONS

A

A

1/2 " O EXP

BOLTS (TYP.)

5/8 " O x 9" HIGH TENSILE

BOLTS WITH NUT &WASHER


STEEL PIPE (TYP.)

INLET/OUTLET PLAN


6"

3’-0

"

SEE DETAIL ’A’,

THIS SHEET.

1/2 " STEEL PLATE

TOP ANCHOR PLATE

DETAIL ’A’

L 1/2 " x 4" x 14"

TOP ANCHOR PLATE

P

BAR x3

x

x1

x2

x3

12

12

12

4

4

4

4

1’-0"

5’-8"

15’-7"

4’-0"


CONCRETE

STRUCTURESCU. YD.

REINFORCEMENT

BARS

* CONNECTION COLLAR

BILL OF MATERIAL

POUND




GENERAL NOTES


SI CONCRETE, SEE

SPECIFICATIONS

SECTION A-A

84

3-#4 x1 BARS

EXTERIOR SIDEWALL

COLLAR (EACH SIDE,

EACH END) (SEE

CONNECTION COLLAR,

SECTION SHEET 2.)

3-#4 x3 BARS

EXTERIOR SIDEWALL

COLLAR (EACH SIDE,

EACH END) (SEE

CONNECTION COLLAR,

SECTION SHEET 2.)


(4 TOTAL)

GALVINIZED STEEL

PIPE CAPS

(TYP. ALL ENDS)



TO FIT 3 1/2 " O PIPE.

7"8

"

2"

4"

5/8 " DIA. HOLE

(TYP.)

(8 EACH SECTION)

(32 TOTAL)

265







EACH2 @ 19’-5"

4 @ 7’-4"

EACH

EACH

EACH

EACH

EACH

8

8

2’-0

"



TO A.S.T.M A-120.



BOLTS, NUTS, AND WASHERS SHALL BE IN ACCORDANCE WITH


BE GALVINIZED.


SECTION NO. 1 SHALL INCLUDE THE EXPANSION BOLTS,


REINFORCEMENT, WASHERS, AND STEEL PLATES.

8

16

12

UNITITEM QUANTITY


BILL OF MATERIAL


(4 TOTAL)

2.8





SECTIONS NO. 1"


STATE OF ILLINOIS

2’-2" 3 SPACES @ 5’-4" = 16’-0" 1’-6"

7"

6’-0

"7"

3"

7"

6’-0

"7"

19’-8"

3"

7"6’-0"7"

2’-0

"2

’-0

"2

’-0

"2

’-0

"2

’-0

"2

’-0

"

19’-8"4"

4"

1’-2"

10" 2"2"

14’-7"

7"

5’-3"

5’-

10

"

8"

8"

4’-9

"

8"

2’-0"

7" 7"6’-0"


1:3

7’x

6’

BO

X

GENERAL NOTES

SHEET 1 0F 3STA. 122+79.39

Build tops of headwalls parallel to grade line.


Exposed edges shall be beveled 3/4 inch.

The contract unit price "Each" for cast in place

Reinforced Concrete End Secion shall include the

Class SI Concrete, Reinforcement Bars,

earth excavation where required, and necessary

grading to fit inlets to slopes.

Reinforcement bars shall conform to the

requirements of AASHTO M-31 or M-53, grade 60.

2

@ Sta.

23.5

WATERWAY INFORMATION TABLE

FLOODFREQUENCY

( YEAR)Q

c.f.s. EXIST. PROP. PROP. PROP.EXIST.

NAT. H.W.ELEV. (FT)

HEADWATER ELEV. (FT)

DESIGN

BASE

OVERTOP

MAX CALC

27.2

31.1

41.9

47.2

53.2

4.94

7.63 3.13

1.93734.19

734.72

735.32

739.13

742.35

736.12

737.85

740.55

30

100

435

500

735.28

5.23

747.33

123+02

EXIST.

DRAINAGE AREA = 0.64 sq mi LOW GRADE ELEV. (FT) 747.32 (Exist) 747.65 (Proposed)

432

578

750

766

OPENING ( sq. ft. ) HEAD (FT)

12.05

CROSS SECTION

PLAN

Description Unit QTY.

BILL OF MATERIALS

Non Porous Gran Emb

Removal Of Existing Structure No. 1

Each

Each

109

2

1

Precast Concrete Box Culvert 10’ x 6’ Foot

Box Culvert End Section

Culvert Drop Box Each 1

Cu. Yd.

Sq. Yd.Class C Patch

2629

64.5

Sq. Yd.

Sq. Yd.

Stone Rip Rap Class A4 110

110

A LAYER OF PORUS GRANULAR BEDDING MATERIAL

(MIN. 6") SHALL BE PLACED BELOW THE ELEVATION OF

THE BOTTOM OF THE BOX CULVERT AND EXTEND AT LEAST

2 FEET BEYOND EACH SIDE OF THE BOX CULVERT.

FL ELEV

= 730.54

0.005ft/ft

FL ELEV

= 730.18FL ELEV

= 725.85 0.005ft/ft

FL ELEV

= 725.66

1:4

725.4

8

1:4

1:3

730.60

R.O.W.

R.O.W. R.O.W.

R.O.W.

STA. 122+79.39

51’ LT ? 730.54 - 20’ RT ? 730.18

71’ PCBC 10’ x 6’

1 EA. BOX CULVERT END SECT.

24.3’

1 EA. CULVERT DROP BOX

28.6’ RT ? 725.85 - 64.6’ RT ? 725.66

38’ PCBC 10’ x 6’

1 EA. BOX CULVERT END SECT.

Filter Fabric for use with RipRap

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


CULVERT LOCATION NO.1


7-6-06

SECTION A-A

END VIEW

3

1

CLASS SI CONCRETE

REINFORCEMENT BARS


BILL OF MATERIALS


SHEET 2 0F 3 a

d

3


(3/4") Drip Notch19

150

(6")

Rad

.

300

(12")

A

bar d

bar h14

3’-0"

3’-0"

1’-2"

8"

6’-0

"1

0"

10

"

7’-8"

9"

12"

10’-0"

6’-0

"

7’-8"

33 -

No. 5 d

bars @

12" c

ts. (fan @

corners)

10

"1

0"

10

’-0

"

32’-

11 1

/4 "

16

’-5

5/8

"1

6’-

5 5

/8 "

9 N

o. 4 h bars

@ 1

2" c

ts.

(each

face)

h1h2

h3

h4

h5

h6

h7

h

h

h

h8

9

10

11

9"

9"

45^

9’-10 1/2 "

11"

12"

Begin

win

gw

all slo

pe (ty

p.)

14’-0

1/2

"

8"

13h

14h

bar h13

7 1/

2 "

9 1/

2 "

7 1/2 "

9 1/2 "

11’-10"

3 No. 4 a bars

@ 12" cts.

d bar

2’-8"

12h

14v

13

12

11

v

v

v

v

v

v

v

v

v1

2

3

6

7

5v

v8

v9

9’-9"

A

12’-4"

h

h

h

h

h

h

h

h

h

h

h

h

h

h

1

2

3

4

5

6

7

8

9

10

11

12

13

h14

v

v

v

v

v

v

v

v

v

v

v

v

v

v

v

1

2

3

4

5

6

7

8

9

10

11

12

13

14

33

36

1

1

1

1

1

1

1

1

1

1

1

1

1

1

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

#4

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

32’-7"

12’-5"

14’-1"

32’-7"

31’-5"

29’-5"

27’-5"

25’-5"

23’-5"

21’-5"

19’-5"

17’-5"

15’-5"

13’-5"

12’-4"

13’-1"

13’-11"

3’-7"

3’-10"

4’-2"

4’-6"

4’-10"

5’-2"

5’-5"

5’-9"

6’-1"

6’-5"

6’-9"

7’-1"

7’-4"

7’-8"

8’-0"

CU. YDS.

LBS. 1692

16.0

STA. 122+79.39BOX CULVERT END SECTION

WING

10v v

4

PLAN 14’-0 1/2 "

11"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED




7-6-06

CLASS SI CONCRETE

REINFORCEMENT BARS


BILL OF MATERIALS


SHEET 3 0F 3

CU. YDS.

LBS. 4521

STA. 122+79.39

12"

9’-6"

9’-6"

14’-0"

1

1

2

CULVERT DROP BOX

a

a

v

v

v

v

v

v

1

2

1

2

3

4

5

6

38

5

8

4

15’-6"

12’-3"

30

10

24

8

24

8

6

5

4

5

4

5

2’-6"

11’-4"

4’-11"

4’-0"

4’-10"

4’-0"

TOP

EAST SIDENORTH & SOUTH

SIDES

bar a1

11" 11"13’-8"

14"

14"

12" 12"

14-#7 h

bars @

13" c

ts.

19-#8 a bars @ 6" cts.

h1

ha1

13’-9"

11"

10"

7’-8

"4’-4"

h1

1’-5"

126-#5 h bars @ 12" cts. (13 Each Face)

1

1

19-#8 a bars @ 6" cts. (Upper Face of Bottom)

a bar

2

a bar

5-#4 a bars @ 2’ cts. (Lower Face of Bottom)

2

15-#6 v

bars @

7-1/2" c

ts. (Inside F

ace)

5-#

5 v

b

ars @

2’-0

" c

ts.

(O

utsid

e F

ace)

2

126-#5 h bars @ 12" cts. (13 Each Face)

1

1

19-#8 a bars @ 6" cts. (Upper Face of Bottom)

a bar

2

a bar

5-#4 a bars @ 2’ cts. (Lower Face of Bottom)

24-#7 h bars @

12" cts.

2

v

12"

v3

24

-#

7 h

b

ars @

12

" c

ts.

h1

a1a

2

2

h2

v2

(Inside & Outside Faces)

3

35-#5 h bars @ 12" cts.

48-#5 v bars @ 1’-6"cts. (Outside Face)

24-#4 v bars @ 6" cts. (Inside Face)

h3

15 - #6 v bars @ 7.5" cts.

(Outside Face Both Walls)

(inside Face both Walls)

5 - #5 v bars @ 2’-0" cts.

WEST SIDE

v5

h4

(Inside & Outside Faces)

5

45-#5 h bars @ 12" cts.

68-#5 v bars @ 1’-6"cts. (Outside Face)

24-#4 v bars @ 6" cts. (Inside Face)

h a1

v2

v

h2

B

A

SECTION A-A SECTION B-B

v

a

4

1

v

h

3

3

a2

1a

1a

v5

6v

h4

h1

h

h

h

h

h

1

2

3

4

v 30 6 9’-3"

14 7 9’-3"

9’-3"

9’-3"

13’-9"

13’-9"

5

7

5

5

26

48

10

10

27.75

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED




7-6-06

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:22:02 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07



f’c = 3,500 PSI


f’c = 5,000 PSI


FIELD UNITS

PRECAST UNITS


LOADING HS20-44

DESIGN STRESSES

STA

TIO

N

INC

REA

SE

L IL. RT. 72C

L CULVERTC

PR

OP. R

.O.W

.

PR

OP. R

.O.W

.

TEM

P. EA

SEM

EN

T

FLOW

EXISTING

R.O.W.

EXISTING

R.O.W.

D/S ?

EL. 907.43

OUTLET

EL. 907.18 U/S ?

EL. 907.94

INLET

EL. 907.69

PR

OP

. R

.O.W

.

PR

OP

. R

.O.W

.

L IL. RT. 72C

* *

*

**

*1.5% *1.5%

**6%

*

*MEASURED PERPENDICULAR TO

CENTERLINE OF ROADWAY

BUILT 200_ BY

STATE OF ILLINOIS

LOADING HS20

STR. NO. 008-1091



NAME PLATE

IL 72 SECT. 114T-1

NO SALVAGE.

EXISTING STRUCTURE:

SINGLE 8’-0" X 5’-0" X 43’-0" CONCRETE BOX CULVERT.


PLAN


FLOOD

HEADWATER ELEVATION

EXISTING PROPOSED

911.64912.26

DESIGN

BASE

10

100 410 914.30

309 914.16 912.55

913.29

50

252

TEN-YEAR

145 475 913.94

DRAINAGE AREA

(ACRES) = 221.0

FREQ.

YR.

EX OVT

PR OVT

DISCHARGE

C.F.S.

913.94

2

H. W. ELEV. 912.55

STA. 322+38.25

P.G. EL. 915.37


PROPOSED = 913.94 @ STA. 314+92

33

150

STATION 322+38.25

14.5:114.5:1




CULVERT WITH CAST-IN-PLACE END SECTIONS.

RIPRAP

14.5:1(H:V)

14.5:1(H:V)

14.5:1(H:V)

14.5:1(H:V)


CONCRETE

BOX CULVERTS

ITEM


CULVERT 7’ x 4’

REINFORCEMENT BARS


SQ. YD.

EACH

POUND

FOOT

CU. YD.

UNIT QUANTITY

1

192

50

50

11

GENERAL NOTES

FILTER FABRIC

REMOVAL OF EXISTING

STRUCTURE NO. 3

BENCH MARK: TBM 403

STA. 317+30.56, 25.89’ LT., EL. 913.497

CUT SQUARE ON HEADWALL IN NW

QUAD IL 72 & GOLD MINE ROAD, WEST

OF CULVERT.

6" CMP

LOCATION SKETCH

PROPOSED

STRUCTURE

36.0

5,253

(TYP.)

0.0045

STA. 322+01.61,

43.66’ LT.

STA. 322+74.89,

43.66’ RT.

RIPRAP

(TYP.)

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

114’-0"

3’-0"* *

*6%*4%

3’-0"6’-0" **

1EACH

SQ. YD.

STONE RIPRAP

CLASS A4 (TYP.)

THICKNESS = 1’-4"

NAME

PLATE

NAME PLATES

B-1c

B-2c

REINFORCEMENT BARS SHALL CONFORM TO THE

REQUIREMENTS OF ASTM A706 GR 60 (IL MODIFIED), SEE

SPECIAL PROVISION.

CAST-IN-PLACE BARREL SHALL BE POURED

MONOLITHICALLY WITH WING WALLS.


CULVERT FLOWS MUST BE MAINTAINED THROUGHOUT THE

PROJECT. NORMAL FLOW SHALL BE ALLOWED TO PASS AT

THE RATE IT ENTERS THE JOBSITE. HIGH FLOWS SHALL BE

ALLOWED PASS TO WITHOUT CAUSING DAMAGE TO UPSTREAM

PROPERTIES.

THE CONTRACTOR SHALL CLEAN OUT CULVERT STREAM

FLOW TO THE RIGHT OF WAY LINES. THE COST SHALL BE

INCLUDED IN THE CONTRACT UNIT PRICE FOR "PRECAST

CONCRETE BOXE CULVERT 7’x4’ ".

PLACEMENT AND COMPACTION OF THE BACKFILL FOR

CULVERT SHALL CONFORM TO SECTION 502.10 OF THE

STANDARD SPECIFICATIONS. THE MATERIAL SHALL

CONFORM TO SECTION 1004.05 OF THE STANDARD

SPECIFICATIONS FOR COARSE AGGREGATE FOR TRENCH

BACKFILL, AND SHALL BE COMPACTED TO MINIMUM OF 95%

OF THE STANDARD LABORATORY DENSITY. THE ENTIRE

EXCAVATION, WITHIN 2 FEET OUTSIDE OF EACH SHOULDER,

SHALL BE BACKFILLED WITH TRENCH BACKFILL MATERIAL

TO THE BOTTOM OF THE PROPOSED SUBGRADE. THIS

TRENCH BACKFILL MATERIAL WILL NOT BE MEASURED FOR

PAYMENT, BUT SHALL BE INCLUDED IN THE CONTRACT UNIT

PRICE FOR THE CLASS OF CONCRETE INVOLVED OR OTHER

UNIT PRICE ITEM OF THE WORK FOR WHICH IT IS REQUIRED.

PRECAST CONCRETE BOX CULVERT SLAB & WALL THICKNESS

TAKEN FROM AASHTO MATERIAL SPECIFICATIONS. IF

FABRICATOR CHOOSES TO ALTER DIMENSIONS, IT MUST BE

APPROVED BY THE ENGINEER AND THE CALCULATIONS

SHALL BE PREPARED AND SEALED BY AN ILLINOIS

LICENSED STRUCTURAL ENGINEER.

STRUCTURE EXCAVATION AND GRADING AROUND ENDS

OF CULVERT SHALL BE INCLUDED IN THE CONTRACT

UNIT PRICE FOR "PRECAST CONCRETE BOX CUVLERT

7’x4’."

THE PRECAST CONCRETE BOX CULVERT SHALL CONFORM TO

THE REQUIREMENTS OF AASHTO M273 (DESIGN FILL HEIGHT

= 2’-0")


15

22

16

21

367 368

OGLE RD

GEORGETOWN RD.

72

OG

LE

RD

.

GO

LD

MIN

E R

D.

FO

RK

CR

EE

K R

D.

HARPER RD.

COFFMAN RD.

RANGE 7E - 3rd. PM

N

TW

P.

25

N


STATE OF ILLINOIS

12’-4"

6’-0"

57’-0" OUTLET

LIMITS OF

9’-0"

57’-0" INLET

8’-0

"

SHO

ULD

ER12’-6"LAN

E LAN

E

SHO

ULD

ER

8’-0

"

SHOULDER

8’-0"

LANE

12’-6" 12’-4"

LANE SHOULDER

8’-0"

322

9’-0"

LIMITS OF

27’-10"

96’-0" PRECAST

31’-3"

3’-0

"

3’-0

"

114’-0" OUT-TO-OUT

40^00’

16

’-11

"

DOUBLE CONCRETE BOX CULVERT 7’X4’ AT 40 DEGREE SKEW WITH FLARED END SECTIONS (SHEET 1 OF 9)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:22:13 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

PLAN

ABC

C B A

WING B


WING A


PRECAST

CONCRETE

BOX CULVERT

1/2 " PREFORMED

JOINT IN HEADWALL 1/4 " WIDE x 1" DEEP

SAWCUT JOINT

1 1/2

"

1 1/2

"

3" x 6" FORMED

OPENING (TYP.)

1

2

3

4

5

6

7

h13 BARS

h14 BARS

LEGEND





3 - x3 BARS

TOP & BOTTOM COLLAR

NOTE:

11 - #7 a BARS @ 6 1/2 " = 5’-5" (B.T. & T.B.)

3 - #4 a3 BARS @ 24" = 4’-0" (B.B.)

9 - #7 a1 BARS @ 6 1/2 " = 4’-4" (B.T. & T.B.)

3 - #4 a4 BARS @ 24" = 4’-0" (B.B.)

9 - #7 a2 BARS @ 6 1/2 " = 4’-4" (B.T. & T.B.)

3 - #4 a5 BARS @ 24" = 4’-0" (B.B.)

7 - #6 h BARS @ 14" = 7’-0" (B.T.)

6 - #5 h10 BARS @ 16" = 6’-8" (B.B. & T.B.)

7 - #6 h1 BARS @ 14" = 7’-0" (B.T.)

6 - #5 h10 BARS @ 16" = 6’-8" (B.B. & T.B.)

STA. 322+01.61,

43.66’ LT.

~ CULVERT

SEE SECTION B-B & B1-B1, SHEET 4.



STATE OF ILLINOIS

1’-

7"

9 1/

2 "

9 1/

2 "

7’-0"

7’-0"

4’-1

1 13

/16

"

20 - #

4 d

BA

RS @

12"

= 1

9’-

3"

(CU

TO

FF W

ALL)

10 - #

4 d

1 B

AR

S @

12" =

9’-

0"

(HEA

DW

ALL)

2’-3 7/8 "

1 2"

TOP & BOTTOM COLLAR

3 - x2 BARS

6’-6 7/16 " 5’-11 1/2 "

6 7

1 2"

12’- 1/2 "

4 5

9’-11 5/8 "

1’-0"(TYP.)

25^

4’-

7 1

3/1

6 "

25’-

2 5

/8 "

11 - #

4 d

1 B

AR

S @

12" =

10’-

0"

(HEA

DW

ALL)

3

6 1/2 "

40^

65^

2

6 1/2 "


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:22:24 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07


B1A1 C1

A1 B1 C1

PLAN

1

2

3

4

5

6

7

WING C

WING D

1 1/2

"

1 1/2

"



SAWCUT JOINT

PRECAST

CONCRETE

BOX CULVERT


h14 BARS

6 7

4 5

9 1/

2 "

9 1/

2 "

7’-0"

1’-

7"

7’-0"

4’-1

1 13

/16

"

LEGEND





1/2 " PREFORMED

JOINT IN HEADWALL

h13 BARS

3" x 6" FORMED

OPENING (TYP.)

3 - x3 BARS

TOP & BOTTOM COLLAR

NOTE:

11 - #7 a BARS @ 6 1/2 " = 5’-5" (B.T. & T.B.)

3 - #4 a3 BARS @ 24" = 4’-0" (B.B.)

9 - #7 a1 BARS @ 6 1/2 " = 4’-4" (B.T. & T.B.)

3 - #4 a4 BARS @ 24" = 4’-0" (B.B.)

9 - #7 a2 BARS @ 6 1/2 " = 4’-4" (B.T. & T.B.)

3 - #4 a5 BARS @ 24" = 4’-0" (B.B.)

7 - #6 h BARS @ 14" = 7’-0" (B.T.)

6 - #5 h10 BARS @ 16" = 6’-8" (B.B. & T.B.)

7 - #6 h1 BARS @ 14" = 7’-0" (B.T.)

6 - #5 h10 BARS @ 16" = 6’-8" (B.B. & T.B.)

STA. 322+74.89,

43.66’ RT.



~ CULVERT


STATE OF ILLINOIS

5’-11 1/2 " 6’-6 7/16 "

2’-3 7/8 "

12"

TOP & BOTTOM COLLAR

3 - x2 BARS

10 - #

4 d

2 B

AR

S @

12" =

9’-

0"

(HEA

DW

ALL)

20 - #

4 d

BA

RS @

12"

= 1

9’-

3"

(CU

TO

FF W

ALL)

11 - #

4 d

2 B

AR

S @

12" =

10’-

0"

(HEA

DW

ALL)

12"

12’- 1/2 "

6 1/2 "

65^

2

40^

3

1’-0"(TYP.)

9’-11 5/8 "

6 1/2 "

25^

4’-

7 1

3/1

6 "

25’-

2 5

/8 "


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:22:34 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07



SECTION A-A & A1-A1



NOTE:

CLASS SI CONCRETE TO BE POURED

BETWEEN PRECAST SECTIONS PRIOR

TO FORMING AND POURING OF

CAST-IN-PLACE SECTIONS.

x1 BARS

x BARS

(TYP.)

x BARS

(TYP.)

x2 BARS

x2 BARS

PRECAST TO CAST-IN PLACE

CONNECTION COLLAR,

SEE DETAILS, SHEET 6.

3" } DRAINS

(TYP. EXTERIOR SIDEWALLS)

SIDEWALL TRANSITION

TERMINATES AT BOTTOM

OF TOP SLAB.

PRECAST

SECTION

CAST-IN-PLACE

SECTION

OPTIONAL PRECAST TO CAST-IN-PLACE

CONNECTION COLLAR

ISOMETRIC VIEW OF

CONNECTION COLLAR

OPTIONAL FORMATION

OF CONNECTION COLLAR

PRECAST

SECTION

NOTE:

ADDITIONAL CONCRETE USED FOR THE

OPTIONAL COLLAR FORMATION WILL BE

PROVIDED AT THE CONTRACTOR’S EXPENSE.


STATE OF ILLINOIS

8"

6 -

#4

x B

AR

S @

12

" =

5’-0

"

(IN

LE

T &

OU

TL

ET

EN

DS

)

6’-8

"

9 - #4 x BARS @ 12" = 8’-0"

(TOP & BOTTOM)

9’-3"

8"

10

"

3"1’-0"

8"

16’-11"

7’-0" 8"8"8"7’-0"

1’-

8"

TY

P.

5’-4"

8"

4’-0"

8"

3"

2"

CL

R.

2"

CLR.

10

"

8"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:22:45 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07


SECTION C-C & C1-C1

x BARS

(TYP.)

x3 BARS

SECTION B-B & B1-B1

NOTE:



REQUIRED CLEARANCE.

NOTE:



REQUIRED CLEARANCE.

h BARS

(TYP.)

h6 BARS

(TYP.)

v BARS

h7 BARS

(TYP.)

v BARS

h10 BARS

(TYP.) x3 BARSx BARS

(TYP.)

x BARS

(TYP.)

x1 BARS

h9 BARS

(TYP.)

v BARS

h11 BARS

(TYP.)

v BARS

a OR a2 BARS

a3 OR a5 BARS

h8 BARS

(TYP.)

a OR a2 BARSh1 BARS

(TYP.)h4 BAR

h5 BAR

h2 BAR

h3 BAR

a OR a1 BARS

a OR a1 BARS

a3 OR a4 BARS

SHORT WALL


LONG WALL


CONNECTION COLLAR

SEE DETAILS, SHEET 6.


SAWCUT JOINT

CONSTRUCTION JOINT

(TYP.)

CONSTRUCTION JOINT

(TYP.)

CONSTRUCTION JOINT

(TYP.)

CONSTRUCTION JOINT

(TYP.)


STATE OF ILLINOIS

8"

7’-0" 11"7"

8’-6"

8 - #4 x BARS @ 12" = 7’-0"

(TOP & BOTTOM)

3"

1 1/

2 "

CL

R.

4’-0"

7 1/

2 "

8 1/

2 "

1 1/2 "

CLR.

1 1/

2 "

CL

R.

9’-0"

2"

CL

R.

9" 1’-0"

6’-8

"

10

"

2"

CLR.

10

"6

- #

4 x

BA

RS

@ 1

2" =

5’-0

"

(IN

LE

T &

OU

TL

ET

)

8"

2"

CL

R.

8"

1 1/2 "

CLR.

6"

(TY

P.)

2"

CL

R.

2"

CL

R.

9’-2"

7’-0"1’-7" 7"

1 1/

2 "

CL

R.

7 1/

2 "

4’-0"

8 1/

2 "

2"

CL

R.

2"

CL

R.

1 1/2 "

CLR.

6"

(TY

P.)

1 1/2 "

CLR.1 1/

2 "

CL

R.


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:22:55 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

x BARS

1


CONNECTION COLLAR

1

1

DOWNSTREAM END

HEADWALL DETAILS

NOTE:

BARS INDICATED THUS 2 x 3-#6 ETC.

INDICATES 2 LINES OF BARS WITH 3

LENGTHS PER LINE.

UPSTREAM END

COARSE AGGREGATE

FULL LENGTH OF BOTH

HEADWALLS. TO BE

PLACED BY GRADING

CONTRACTOR. COST

INCLUDED WITH CONCRETE

BOX CULVERTS.

3" x 6"

FORMED

OPENING

3" x 6"

FORMED

OPENING

1/4 "

12"

6" RA

DIU

S

3/4 " DRIP NOTCHDOWNSTREAM END

UPSTREAM END

DRAIN DETAILS

PRECAST

CONCRETE

BOX CULVERT

PRECAST

CONCRETE

BOX CULVERT


ELEVATION

d1 BAR

h BAR

d2 BAR

6" R.

x BARS

(SPACE AS

SHOWN IN

SECTION B-B,

SHEET 7.)

d BARS

a3 BARS

(TYP.)

(96 TOTAL BARS)

1 4 - #5 h6 OR h8 BARS @ 12" = 3’-0"

(16 TOTAL BARS EACH)

3 - x1 BARS

x BARS

(SPACE AS

SHOWN IN

SECTION B-B,

SHEET 7.)

4 - #5 h7 OR h9 BARS @ 12" = 3’-0"

(16 TOTAL BARS EACH)

2

d BARS

h10 OR h11 BARS

a OR a1 BARS

(TYP.)

a OR a1 BARS

(TYP.)

h OR h1 BARS

a OR a2 BARS

(TYP.)

a3, a4 OR a5 BARS

@ 24" = 10’-0"

(TYP.)

a OR a1 BARS

(TYP.)h OR h1 BARS

h10 OR h11 BARS

3 - #6 h12 BARS3 - #6 h12 BARS

2 x 2 - #6 h13

OR h14 BARS

2 x 2 - #6 h13

OR h14 BARS

2 x 2 - #6 h13

OR h14 BARS

2 x 2 - #6 h13

OR h14 BARS

EXTERIOR SIDEWALL COLLAR

(EACH SIDE) SEE SECTIONS A-A & A1-A1,

SHEET 4.

EXTERIOR SIDEWALL COLLAR (EACH SIDE)

SEE SECTIONS B-B & B1-B1,

SHEET 5.

TOP SLAB = 8 1/2 "

SIDEWALLS = 9"

BOTTOM SLAB = 7 1/2 "


STATE OF ILLINOIS

1

2" 16 - #4 v BARS @ 9" = 11’-3"

(96 TOTAL BARS)

1/4 "

12"

9"

3 - x1 BARS

8 - #4 v BARS

@ 9" = 5’-3"

8’-

2 1

/2 "

6’-

2 1

/2 "

2’-0

"

1 1/

2 "

3’-0

"

8"

8’-

2 1

/2 "

2’-0

"6

’-2

1/2

"

8"

2"

2

3’-0

"

1’-4"

8"

8"

2" C

LR.

(TY

P.)

1’-0"

1 1/2 " CLR.

(TYP.)7

1/2

"7"

1’-

2 1

/2 "

1’-

2 1

/2 "

7"

7 1/

2 "

1 1

/2 "

CL

R.

(TY

P.)

1’-0"

10-24-07


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:23:10 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

WINGS A & D PLAN

WINGS A & D ELEVATIONWINGS A & D TYPICAL SECTION

v2, v3 OR v4 BARS

FRONT FACEBACK FACE

CONSTRUCTION

JOINT

v2 BAR

h18 BARS

(BELOW BARREL)

v4 BAR

v5 BAR

v6 BARBACK FACE

FRONT FACEh17 BARS

CONSTRUCTION JOINT

1 - #4 v6 BAR

(B.F.)

1 - #4 v5 BAR

(E.F.)

1 - #4 v4 BAR

(B.F.)

1 - #5 h18 BAR

(B.F.)

(BA

CK

FA

CE

)

6’-

2 1

/2 "

2’-0"

6"

8"

3-#

5 h

18

BA

RS

@ 1

2" =

2’-0"

LEGENDB.F. = BACK FACE

F.F. = FRONT FACE

h18 BAR

h17 BARS

(BA

CK

FA

CE

)

3-#

5 h

18

BA

RS

@ 1

2" =

2’-0"

h17 & h18 BARS

2 - #7 h17 BARS (B.F.)

(FIELD CUT TO FIT)


STATE OF ILLINOIS

1’-

0"

1’-

0"

8"

h1

7 B

AR

S

3’-6

"

1 1/2 " CLR.

(TYP.)

h18 B

AR

S

8’-

2 1

/2 "

5 -

#5 h

17 B

AR

S

@ 1

2" =

4’-0" (

F.F

)

3’-0"

2"

2"

4’-9"

5’-6"

65^

9"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:23:21 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

WINGS B & C PLAN

WINGS B & C ELEVATION WINGS B & C TYPICAL SECTION

v1 BAR

CONSTRUCTION

JOINT

v2 BAR

v1, v2 OR v3 BARS

FRONT FACEBACK FACE

v2 BAR v3 BARBACK FACE

FRONT FACEh15 BARS

h16 BARS

(BELOW BARREL)

1 - #5 v1 BAR

(B.F.)

1 - #5 v2 BAR

(E.F.)

1 - #5 v3 BAR

(B.F.)

1 - #8 h16 BAR

(B.F.)

CONSTRUCTION JOINT

LEGENDB.F. = BACK FACE

F.F. = FRONT FACE

h16 BAR

h15 BARS

h15 & h16 BARS

2 - #8 h15 BARS (B.F.)


STATE OF ILLINOIS

3-#8 h

16 B

AR

S1

’-0

"1

’-0

" 2’-0"

(BA

CK

FA

CE

)

@ 1

2" =

2’-0

"

6"

8"

6’-

2 1

/2 "

3-#8 h

16 B

AR

S

@ 1

2" =

2’-0

"

(BA

CK

FA

CE

)

25^

10’-3"

11’-0"

9"

8’-

2 1

/2 "

10 1

/2 "

3’-0"

5 -

#8 h

15 B

AR

S

@ 1

2" =

4’-0" (

F.F

)

2"

2"

h1

5 B

AR

S

h1

6 B

AR

S

1 1/2 " CLR.

(TYP.)

3’-6"

9"

10-24-07


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:23:33 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


Cu. Yd.

Pound

BAR d

BAR d1 BAR d2

BAR x

BarFt. In.

A B

Ft. In. Ft. In.

C

Ft. In.

D

BAR BENDING DIAGRAMS

a

a1

7 8

8 9

0

0

10

10

0

0

7

7

-

-

-

-

11 1

/2 "

BARS a, a1 & a2

a

a1

a2

a3

a4

a5

d

d1

d2

h

h1

h2

h3

h4

h5

h6

h7

h8

h9

h10

h11

h12

h13

h14

h15

h16

h17

h18

v

v1

v2

v3

v4

v5

v6

x

x1

x2

x3

a2 9 3

5 0

0

3

10

0

0

2

7

8 1/2

-

1

-

3

11 6

5 0

3

3

0

0

2

1

8 1/2

3

1

2

3

8 1/2

5 8 3 0 1 3 2 8 1/2

h15

h16

h17

h18

BARS h15 THRU h18

BARS a1 BARS a2

BARS h1

BARS h11BARS h10

BARS h

FIELD CUTTING DIAGRAMSORDER BARS FULL LENGTH. CUT AS SHOWN AND

USE REMAINDER OF BARS IN OPPOSITE END.

BARS a5BARS a4

88

18

18

12

3

3

40

21

21

7

7

2

2

2

2

8

8

8

8

12

12

6

8

8

7

7

7

7

96

2

4

2

2

4

2

96

12

12

12

9’-4"

10’-5"

10’-11"

7’-8"

8’-9"

9’-3"

4’-5"

4’-2"

4’-0"

17’-0"

17’-5"

5’-7"

11’-5"

5’-9"

11’-8"

5’-5"

11’-6"

5’-8"

11’-9"

17’-0"

17’-5"

20’-0"

10’-1"

9’-4"

8’-0"

14’-6"

8’-0"

8’-8"

5’-0"

7’-10"

7’-4"

5’-11"

7’-10"

7’-0"

5’-11"

5’-5"

6’-4"

8’-11"

8’-8"

5,253

* CULVERT

BILL OF MATERIAL

36.0

* BILL OF MATERIAL IS THE

TOTAL FOR BOTH END SECTIONS.

7

7

7

4

4

4

4

4

4

6

6

6

6

6

6

5

5

5

5

5

5

6

6

6

8

8

5

5

4

5

5

5

4

4

4

4

4

4

4


Reinforcement Bars


STATE OF ILLINOIS

CU

T L

INE

CU

T L

INE

CU

T L

INE

CU

T L

INE

CU

T L

INE

D

C

7"

7"

1’-

1/2

"

4 1/2 "

CU

T L

INE

CU

T L

INEC

UT L

INE

4 1/2 "

R

9"

8’-9"

6’-

11

"1’-

10"

9 - #7 a1 BARS

1 SET 1’-

10"

6’-

11

"

9’-3"

7’-2

"2

’-1

"

9 - #7 a2 BARS

1 SET 2’-

1"

7’-2

"

17

’-0

" 11

’-5

"5’-7"

7 - #6 h BARS

1 SET 5’-7"

11

’-5

" 17’-

5" 1

1’-

8"

5’-9"

7 - #6 h1 BARS

1 SET 5’-9"

11’-

8"

17

’-0

" 11

’-4

"5

’-8

"

6 - #5 h10 BARS

2 SETS 5’-8

"1

1’-

4" 1

7’-

5" 1

1’-

6"

5’-

11

"

6 - #5 h11 BARS

2 SETS 5’-

11

"1

1’-

6"

A

CB

3 - #4 a4 BARS

1 SET

BC

9’-3"

7’-2

"2

’-1

"

3 - #4 a5 BARS

1 SET 2’-

1"

7’-2

"

C

B A B

2’-8"

1’-

9"

4 1/2

"

(TY

P.)

11 1

/2 "

9"

4 1/2 "(TY

P.)

B

A

1’-7 1/2 " 1’- 1/2 "

1’-5

11/16

"

1’-1" 1’-4"

10-24-07


Match Exist.4%6%

2

Flow

~ Roadway

Top of Headwall

2

12’’

1

1

2 Bo

tto

m o

f T

op

Sla

b

To

p &

Bo

tto

m o

f B

ott

om

Sla

b

Pla

ce a

s s

ho

wn

in

Cro

ss S

ect.

Top S

lab

SHOWING OUTLINES

PLAN


1

Bottom of Top Slab

Top of Bottom Slab


HALF ELEVATIONHALF LONG. SECTION

NOTES


Earth Slope

Constr. Jt.|8’-0’’ cts.

~ Roadway

h a1

a

a

h

2

1

1

12’’

h2

M-42 or M-53, Grade 60.


lengths per line.

3’’} Drains



~ Culvert

2x

2-#

6 h

bars a

t T

op

of

27-#4 a bars at |2’-0’’ cts.

6’’

11

x 2

-#

5 h

bars a

t 1

4’’ c

ts.

at

12’’ c

ts. E

ach W

all

2-#6 h bars in



DESIGN STRESSESfy = 60,000 psi

f’c = 3,500 psi

h

Tilt hook of a bars

min. cl.

1

6’’


SECTION THRU HEADWALL(Up Stream End Only)


12’’

R=6’’

7’-0"

10"

8’-7"

12’-0"12’-0"3’-0"5’-0" 3’-0"

9"

7"

7"

Elev. 876.88

3’-0"

3’-0"

9’’

1

Match Exist.

5’-0"

7’-0"

9"

10"

North Grated Extension

12’’

South Grated Extension

12’-

0"

7"

7" 7"

7"

1

1

2’-0"(

2’-0" M

in. L

ap)

(1’-

8" M

in. L

ap)

(2’-

0" M

in. L

ap)

13x2-#6 h

bars a

t 12’’ c

ts.

9"

7x

2-#

6 h

bars

9"

6

-#

6 h

b

ars

at

18’’ c

ts. E

ach W

all

3

12’-

0"

12’-

0"

4% 6%

1


(See Extension Detail)



Stone Riprap

Class A4

Each

En

d

HWE 875.32





Sta

tion

Increases






BAR a1

1

1

2

2 #4

a

a

h

h

h

v #4

SECTION THRU BARREL

1 1

h h

h

h

Const. Jt.

a

a

cl.

a

Const. Jt.

2

1v

v

1 1/2 ’’

cl.

cl.

cl.

cl.

1 1/

2 ’’

1 1/2 ’’

2’’

2’’

BILL OF MATERIAL


Cu. Yd.

Reinforcement Bars


13’-2"

12’-0"7" 7"

12’-10"11" 11"

#6

#5

#6

#8

58

44

4

h3 42 #6

14’-8"

1’-6"

8’-3"

12’-10"

12’-10"

(Barrel Only)

27

8"

0.68 %

879.36 Cr. Elev.

55’-5" Barrel

Elev. 877.25

LIMITS OF UNSUITABLE MATERIAL REMOVAL

24"

24

"


24

"

31’-5"

30’-8"

Ton

Cu. Yd.

Ton

60.6

Breaker-Run Stone

134

Remove Unsuitable Material

Elev. 868.96

Elev. 868.75

Elev. 868.38

Elev. 868.19

Flood

Design

Base

Freq.

Yr.

100

Q

C.F.S. Exist. Prop.

Nat.

H.W.E. Exist. Prop.

Headwater El.

Exist. Prop.

10

50

- - -

- - -


Opening Sq. Ft. Head - Ft.

Drainage Area = 1.2 sq mi

@ Sta 438+13

Low Grade Elev. 879.39 (Exist) 879.58 (Proposed)

Overtop (Ex.)

Overtop (Pr.)

Ten-Year 384

596

685

805

897

48.7

56.2

58.6

76.3

71.4

78.8

81.2

84.0

874.70

875.32

875.52

877.00

875.85

0.99

2.05

2.53

2.39

0.33

1.14

1.62

3.16

875.69

877.37

878.05

879.39

875.03

876.46

877.14

879.01

250

500

28’-8" 26’-9"



Sta. 438+13

35’-0"

7’-6"

33’-0"

6’-0"

4.04.0

4.0


4.0

35’-0" 33’-0"

222

9-#6 h

bars @

18" c

ts.

Bott

om

Sla

b (

each e

nd)

13979.43

137.3

211

8’-6

"

8’-6

"

3

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-30-06

CONCRETE BOX CULVERTS STA 438+13

CONCRETE BOX CULVERTS STA 438+13 SHEET 1 OF 3

7"

7"

6 S

PA

CE

S @

2’-0

" c

ts.

12’-0"

7"

1’-6"

7’-0"

10

"

8"

3’-0"

GENERAL NOTES:

SEE DETAIL "B"

SEE DETAIL "A"

BAR NUMBER

REINFORCEMENT BARS





TOP ANCHOR PLATE

2" 10"2"

4"

2"






WITH NUT & WASHER



FIT 3 1/2 " PIPE

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4" DETAIL "B"

4" & VAR

4"

DETAIL "A"

14 #4 d BAR @ 12" CTS.

14 #6 h BAR @ 12" CTS.

9"

9"

12"

PR

OP

. 1

2’ x

7’ B

OX

CU

LV

ER

T

12’-0"

7"

#5 h

3 C

ulvert b

ars

@ 1

8" C

TS

.

#6 h

3 C

ulvert b

ars

@ 1

8" C

TS

.

10

"

Constr. Jt.

6"

1:4.3 NORTH1:4.5 SOUTH



h

SIZE

BILL OF MATERIALS

QTY.LENGTH

EACH

CU YD

LB



EACH

EACH

EACH

EACH

EACH

#4

#4

#4


2

3

14 #

6 h

B

AR

@ 1

2" C

TS

.2

h

h

h

1

2

h3

5 @ 35’-3"

6 @ 13’-4"

12

27

22

22

12

12’-3"

2’-9

"

2’-9

"

9’-0"

1’-

2"

BAR "u"

10’-2"

17’-9"

12’-11"

35’-0"

4’-6"

6’-0"

7" 12"

d

u

v

#6

#5

#5

#5

14

9

2

14

3

42

42

2293.99

1-#4 h BAR (cut to fit)1

42-#5 u BARS @ 12" CTS.

35’-6"

34’-9"

42.08

210.42

47.43

730.72

40.42

777.56

445.63

35’-0"

35’-0"

5’-5" 5’-5" 5’-5" 5’-5" 5’-5"

LO

NG

ES

TS

HO

RT

ES

T

v BARS

BAR "v"

CUT DIAGRAM

20.7

BAR "h"

28’-10" 4’-2"

LONGEST SHORTEST

CUT LINE

cut line

8-#4 h

BA

RS

@ 1

2" C

TS

CUT DIAGRAM

h B

AR

S

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-30-06

CONCRETE BOX CULVERT END SECTION STA 438+13 LT

CONCRETE BOX CULVERT END SECTION STA 438+13 LT SHEET 2 OF 3



TO A.S.T.M. A-120.





BE GALVANIZED.

6" OF COMPACTED CA-7 AGGREGATE SHALL BE PLACED BENEATH

THE EXTENSION

THE CONTRACT UNIT PRICE "CU YD " FOR CONCRETE BOX CULVERTS

SHALL INCLUDE THE GALVANIZED PIPES, BOLTS, NUTS, WASHERS,

STEEL PLATES, EARTH EXCAVATION, BACKFILLING, COMPACTED

CA-7 AGGREGATE BEDDING MATERIAL AND NECESSARY GRADING.

REINFORCEMENT BARS WILL BE PAID FOR SEPARATELY

ORDER v AND h BARS @ FULL LENGTH. CUT TO FIT AS SHOWN

AND USE REMAINDER OF BARS IN OPPOSITE WALL.

7"

7"

6 S

PA

CE

S @

2’-0

" c

ts.

12’-0"

7"

1’-6"

7’-0"

10

"

8"

3’-0"

GENERAL NOTES:

SEE DETAIL "B"

SEE DETAIL "A"

BAR NUMBER

REINFORCEMENT BARS





TOP ANCHOR PLATE

2" 10"2"

4"

2"






WITH NUT & WASHER



FIT 3 1/2 " PIPE

1/2 " x 4" x 14"

TOP ANCHOR PLATE

4"

8"

7"

4" DETAIL "B"

4" & VAR

4"

DETAIL "A"

14 #4 d BAR @ 12" CTS.

14 #6 h BAR @ 12" CTS.

9"

9"

12"

PR

OP

. 1

2’ x

7’ B

OX

CU

LV

ER

T

12’-0"

6’-3"

7"

6’-3" 6’-3" 6’-3"

#6 h

3 C

ulvert b

ars

@ 1

8" C

TS

.

#6 h

3 C

ulvert b

ars

@ 1

8" C

TS

.

10

"

Constr. Jt.

6"

1:4.3 NORTH1:4.5 SOUTH



h

SIZE

BILL OF MATERIALS

QTY.LENGTH

EACH

CU YD

LB



EACH

EACH

EACH

EACH

EACH

#4

#4

#4


33’-0"

33’-0"

2

3

40-#5 u BARS @ 12" CTS. 14 #

6 h

B

AR

@ 1

2" C

TS

.2

h

h

h

1

2

h3

5 @ 33’-2"

5 @ 13’-4"

10

25

20

20

10

12’-3"

2’-9

"

2’-9

"

BAR "u"

10’-3"

17’-9"

12’-11"

33’-7""

4’-6"

6’-6"

7" 12"

d

u

v

#6

#5

#5

#5

14

9

2

14

3

40

40

2182.59

1-#4 h BAR (cut to fit)1

33’-0""

32’-9"

9’-0"

1’-

3"

LO

NG

ES

TS

HO

RT

ES

T

v BARS

BAR "v"

CUT DIAGRAM

BAR "h"

4’-3"

LONGEST SHORTEST

CUT LINE

31’-4"

cut line

42.08

198.4

44.87

688.61

40.42

740.53

427.63

19.6

CUT DIAGRAM

8-#4 h

BA

RS

@ 1

2" C

TS

h B

AR

SSECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


6-30-06

CONCRETE BOX CULVERTS STA 438+13CONCRETE BOX CULVERTS STA 438+13

CONCRETE BOX CULVERT END SECTION STA 438+13 RT SHEET 3 OF 3


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:40:43 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

EXISTING STRUCTURE:

DOUBLE 6’-0" X 5’-0" X 36’-0" CONCRETE BOX CULVERT.

NO SALVAGE.

BUILT 200_ BY

STATE OF ILLINOIS

LOADING HS20

STATION 145+06.61

STR. NO. 071-1152



NAME PLATE

IL 72 SECT. 114T-1



f’c = 3,500 PSI


f’c = 5,000 PSI


FIELD UNITS

PRECAST UNITS


LOADING HS20-44

DESIGN STRESSES

LOCATION SKETCH


FLOOD

HEADWATER ELEVATION

EXISTING PROPOSED

913.40913.54

DESIGN

10

498 916.64

395 915.56 915.28

916.64

50

542

TEN-YEAR

100 522 916.42

DRAINAGE AREA

(ACRES) = 296.0

FREQ.

YR.

PR OVT

DISCHARGE

C.F.S.

916.77

113

PR

OP

. R

.O.W

.

PR

OP

. R

.O.W

.

L CULVERTC

ST

AT

ION

INC

RE

AS

E

FLOW

TE

MP

. E

AS

EM

EN

T

TE

MP

. E

AS

EM

EN

T

PLAN


F

EL. 910.290.0107 /1

1

F

EL. 909.28

93

192

1.5% 6%

4:1

1.5%

4:1

PR

OP

. R

.O.W

.

PR

OP

. R

.O.W

.

L IL. RT. 72C

L IL. RT. 72C

4:1

(H:V)

4:1

(H:V)

4:1

(H:V)

4:1

(H:V)

2


PROPOSED = 916.54 @ STA. 143+57

EX OVT

BASE

H. W. ELEV. 915.28

OF RIPRAP OF RIPRAP



CULVERT 8’ x 4’


SQ. YD.

EACH

FOOT

UNIT QUANTITY

1

110

EACH 4BOX CULVERT END

SECTIONS NO. 4

FILTER FABRIC

REMOVAL OF EXISTING

STRUCTURE NO. 6

GENERAL NOTES

BENCH MARK: BM 408

STA. 142+21.13, 32.12’ RT., EL.. 915.984

TOP OF ROW MARKER WEST OF CULVERT

AND NORTH OF IL 72.

6" CMP

PROPOSED

STRUCTURE

END SECTIONS END SECTIONS

80




CULVERT WITH PRECAST CONCRETE BOX CULVERT

END SECTIONS.

TO R.O.W. TO R.O.W.

TON

REMOVAL AND DISPOSAL

OF UNSUITABLE MATERIALCU. YD.

BREAKER-RUN

CRUSHED STONE

4%6% 4%

2’-0

"

20’-0"

BOX CULVERT

55’-0" PRECAST CONCRETE BOX CULVERT

20’-0"

BOX CULVERT

170

276

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

6" OF COMPACTED

CA. 7 AGGREGATE

BEDDING MATERIAL

80

NAME

PLATE

1EACH

SQ. YD.

NAME PLATES






HIGH FLOWS SHALL BE ALLOWED TO WITHOUT CAUSING DAMAGE TO UPSTREAM

PROPERTIES.



"PRECAST CONCRETE BOX CULVERT 8’x4’ ".

STRUCTURE EXCAVATION AND GRADING AROUND ENDS OF CULVERT SHALL

BE INCLUDED IN THE CONTRACT UNIT PRICE FOR "PRECAST CONCRETE BOX

CULVERT 8’x4’ ".


CONFORM TO SECTION 502.10 OF THE STANDARD SPECIFICATIONS. THE

MATERIAL SHALL CONFORM TO SECTION 1004.05 OF THE STANDARD

SPECIFICATIONS FOR COARSE AGGREGATE FOR TRENCH BACKFILL, AND

SHALL BE COMPACTED TO MINIMUM OF 95% OF THE STANDARD

LABORATORY DENSITY. THE ENTIRE EXCAVATION, WITHIN 2 FEET OUTSIDE

OF EACH SHOULDER, SHALL BE BACKFILLED WITH TRENCH BACKFILL

MATERIAL TO THE BOTTOM OF THE PROPOSED SUBGRADE. THIS TRENCH

BACKFILL MATERIAL WILL NOT BE MEASURED FOR PAYMENT, BUT SHALL

BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE CLASS OF CONCRETE

INVOLVED OR OTHER UNIT PRICE ITEM OF THE WORK FOR WHICH IT IS

REQUIRED.



DIMENSIONS, IT MUST BE APPROVED BY THE ENGINEER, AND THE

CALCULATIONS SHALL BE PREPARED AND SEALED BY AN ILLINOIS LICENSED

STRUCTURAL ENGINEER.

ALL LABOR AND MATERIAL REQUIRED FOR THE CONSTRUCTION OF THE

CONNECTION COLLAR SHALL BE INCLUDED IN THE BID ITEM "PRECAST

CONCRETE BOX CULVERT 8’ X 4’ ".

BOX CULVERT END SECTIONS ARE TO BE PRECAST. CONTRACTOR HAS

THE OPTION OF USING CAST-IN-PLACE END SECTIONS, BUT THE DESIGN

OF THE REINFORCEMENT IS THE CONTRACTORS RESPONSIBILITY AND

SHALL BE APPROVED BY THE ENGINEER. IF THE CONTRACTOR ELECTS

TO USE CAST-IN-PLACE END SECTIONS, NO ADJUSTMENTS IN COSTS OF

THE END SECTIONS WILL BE ALLOWED.



REQUIREMENTS OF AASHTO M273 (DESIGN FILL HEIGHT< 2’-0")

B-1a

B-2a

INLET

EL. 910.08U/S L

EL. 910.33

OUTLET

EL. 909.49

D/S L

EL. 909.74

EXISTING

R.O.W.EXISTING

R.O.W.

STA. 145+06.61

P.G. EL. 917.26



MATERIAL



MATERIAL



MATERIAL

STONE RIPRAP

CLASS A4 (TYP.)

THICKNESS = 1’-4"

14 13

23 24

72 131

120+00

MT

. V

ER

NO

N

HARPER RD.

COFFMAN RD.

26

FO

RK

CR

EE

K R

D.

RANGE 7E - 3rd. PM

N

TW

P. 25N


STATE OF ILLINOIS

26’-0" INLET

29’-0" OUTLET

19’-0" LIMITS 19’-0" LIMITS

3’-0"5’-0"

2’-0

"

21’-0"

55’-0" OUT-TO-OUT

8’-0"

SHOULDER

11’-10"

LANE

13’-0"

LANE

8’-0"

SHOULDER

3’-0"

3’-0"

18’-1

1"

8’-0"

SHOULDER

11’-10"

LANE

13’-0"

LANE

8’-0"

SHOULDER

55’-0" OUT-TO-OUT

24’-0"

3’-0" 5’-0"

2’-0

"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:40:55 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

PRECAST SECTION

3-#4 x1 BARS

x BARS

COLLAR DETAIL




SI CONCRETE, SEE

SPECIFICATIONS


SI CONCRETE, SEE

SPECIFICATIONS

x2 BAR

x3 BAR

CONSTRUCTION

JOINT (TYP.)

ROUGHENED

CONSTRUCTION

JOINT (TYP.)

x2 BAR

x3 BAR

x1 BAR

x1 BAR

@ 1

2" =

5’-0"

(BO

TH

SID

ES

,

BO

TH

EN

DS

)

(TOP AND BOTTOM COLLAR ,BOTH ENDS)

3" O DRAINS

(TYP. EXTERIOR

SIDEWALLS)

PRECAST

GRATED END SECTION



MATERIAL. REPLACE WITH

BREAKER-RUN CRUSHED

STONE.

6" OF COMPACTED

CA. 7 AGGREGATE

BEDDING MATERIAL


STATE OF ILLINOIS

8"

4’-0

"8

"

8" 8’-0" 8" 3" 8" 8’-0" 8"

1’-4"

8"

18’-11"

5’-4"

20’-3"

6’-8

"

8"

8"

9 3/

4 "

6-#

4 x

BA

RS

10

1/4

"

1’-1 1/2 " 19-#4 x BARS @ 12" = 18’-0" 1’-1 1/2 " 8"

2’-0"

(TYP.)

6"

2’-0"

1’-

8"

TY

P.


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:41:07 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07


INLET/OUTLET PLAN


SECTION A-A

3-#4 x2 BARS

EXTERIOR SIDEWALL

COLLAR (EACH SIDE)

SEE CONNECTION

COLLAR SECTION,

SHEET 2.

3-#4 x3 BARS

EXTERIOR SIDEWALL

COLLAR (EACH SIDE)

SEE CONNECTION

COLLAR SECTION,

SHEET 2.

A

A


SI CONCRETE, SEE

SPECIFICATIONS


SI CONCRETE, SEE

SPECIFICATIONS

1/2 " O EXP.

BOLTS (TYP.)


STEEL PIPE (TYP.)

GENERAL NOTES

BAR x3

x

x1

x2

x3

12

12

12

4

4

4

4

1’-0"

5’-10"

4’-0"


CONCRETE

STRUCTURESCU. YD.

REINFORCEMENT

BARS

* CONNECTION COLLAR

BILL OF MATERIAL

POUND




100

19’-11"

DETAIL ’A’

L 1/2 " x 4" x 14"

TOP ANCHOR PLATE

P

1/2 " STEEL PLATE

TOP ANCHOR PLATE

SEE DETAIL ’A’

THIS SHEET.

(2 END SECTIONS EACH END, 4 TOTAL)

GALVINIZED STEEL PIPE

CAPS (TYP. ALL ENDS)

5/8 " O x 9" HIGH

TENSILE BOLTS

WITH NUT & WASHER



FIT 3 1/2 " O PIPE.

(2 END SECTIONS EACH END, 4 TOTAL)

5/8 " DIA. HOLE

2"

4"

(8 EACH SECTION)

(32 TOTAL)



TO A.S.T.M A-120.





BE GALVINIZED.


SECTION NO. 4 SHALL INCLUDE THE EXPANSION BOLTS,


REINFORCEMENT, WASHERS, AND STEEL PLATES.







EACH

EACH

EACH

EACH

EACH

EACH

8

8

12

16

14

UNITITEM QUANTITY


BILL OF MATERIAL

3.4

312

3 @ 19’-9"

4 @ 9’-6"





SECTIONS NO. 4"


STATE OF ILLINOIS

2’-2"

20’-0"

3 SPACES @ 5’-5 1/4 " (+) = 16’-4" 1’-6"

8" 8’-0"

9’-4"3"

8"8" 8’-0"

9’-4"

8"

8"

8’-0

"8

"

3"

8"

8’-0

"8

"

20’-0"

18’-11"

5’-4"

8"

8"

3’-0"

6"

2’-0

"2

’-0

"2

’-0

"2

’-0

"2

’-0

"2

’-0

"2

’-0

"2

’-0

"

6’-0"

1’-2"

4’-

10"

10"2" 2"

2’-0"

2’-0

"

4"

4"

7"8

"


2Flow

12’’

Bottom

of T

op S

lab

SHOWING OUTLINES

PLAN


Bottom of Top Slab

Top of Bottom Slab


HALF ELEVATIONHALF LONG. SECTION

NOTESReinforcement Bars shall conform to the requirements of AASHTO M-31,

Earth Slope

Constr. Jt.

Elev.712.93

|8’-0’’ cts.

~ Roadway

h a1

a

a

h

2

1

1

h4

3’’} Drains

~ Culvert

6’’

at

12’’ c

ts. E

ach W

all

2-#8 h5 bars in


DESIGN STRESSESfy = 60,000 psi

f’c = 3,500 psi

BAR a1

1

1

1

2 3

4

2

5

#4

a

a

h

h

h

h

h

v

v

#6

#4

SECTION THRU BARREL

1 1

h

h

h

h h

a

a

cl.

a

2

2

1

v

v

2 1 1/2 ’’

cl.

cl.

cl.

cl.

1 1/

2 ’’

1 1/2 ’’

Tilt hook of a bars

min. cl.

1

6’’

2’’

2’’


12’’

BILL OF MATERIALBar No. Size Length Shape

Cu. Yd.Pound

11’-4"

8’-0

"9

1/2

"10 1

/2 "

10’-0"8" 8"

9’-8

"

5’-0 1/4 "

8’-0

"9

1/2

"9"

30’-0"

4’-0

"3

-0

"

2-0

"Elev. 722.47

Elev. 716.99

Elev. 712.70

Elev. 712.79

Elev. 722.33

5’-

5 3

/4 "

10

-0

"8

"8

"

30’-0" 8"

3-0

"



South Grated ExtensionNorth Grated Extension South Drop Box

South Drop Box

(See Detail)



v11

v

1’-6

"

#4

#8

#53a

#5

#7

#4

#6

#8

h

130

130

18

40

32

22

4

4

25

33

11’-0’’

8’-2’’

2’-5’’

12’-10’’

11’-0’’

11’-0’’

11’-0"11" 11"

8"


7’-

7 1

/2 "

ha3 3

3 3a

10 1

/2 "

12’-0 1/2 "1’-0"

5’-0 1/4 "

12’-0 1/2 "1’-0"

3’-0 1/8 " 3’-0 1/8 "

2’-0

"


65-#4 v1 bars at 9’’ cts. Each Wall

9"

~ Roadway

Sta. 732+53 (Proposed)

~ Box Culvert

5^

9"(2

’-9

" M

in.

Lap

)

(1’-4" M

in. L

ap)

(1’-8" M

in. L

ap)

Top o

f T

op S

lab

41

41

H.W.E. 721.0

6%4%

BAR s

1’-

2"

4 1/

2 "

8"



h5

s

ELEVATION

Dimensions shown along ~ of Culvert

Station

Increase

Top of Top Slab

0.29%

Top of Headwall

2-#6 h4 bars in

Bott. of HeadwallEach End

Each End

Each H

eadw

all

11’-0’’

s #4 4’-5’’24

Const. Jt.

Const. Jt.

33-#5 a3 bars at 18’’ cts.

25-#4 a2 bars at |2’-0’’ cts.

9x

2-#

7 h

b

ars at

15’’ c

ts.

11

x2

-#

4 h

3 b

ars a

t

12" c

ts.

10

x2

-#

5 h

1 b

ars a

t

13’’ c

ts.

Top &

Bottom

of B

ottom

Slab

12

-#

4 s

bars

at 12" cts.

Elev.

712.998x2-#6 h

2 b

ars

(2’-0" M

in. L

ap)

723.04 Cr.

Elev.

49’-6"

18,742

21"

23"

Back Face


29’-0’’

29’-4’’

Cu. Yd.Reinforcement Bars


Pound

55.0

Rem. of Unsuitable Material Cu. Yd.

Breaker-Run Stone Ton

96.2

Reinforcement Bars Total

Concrete Box Culvert Total

3’-8 1/8 " 3’-8 1/8 "

18’-11" 11’-7"

92-#8 a1 bars at 6 1/2 ’’ cts.

92-#8 a1 bars at 6 1/2 ’’ cts.

24’-9" 24’-9" 18’-11" 10’-11"

12026.54

184

26’-9’’

26’-0’’

109

159

M-42 or M-53, Grade 60.


lengths per line.

All construction joints shall be bonded. Flood

Design

Base

Freq.

Yr.

100

Q

C.F.S. Exist. Prop.

Nat.

H.W.E. Exist. Prop.

Headwater El.

Exist. Prop.

10

50

37 - - -

- - -

Opening Sq. Ft. Head - Ft.

Drainage Area = 0.51 sq mi

@ Sta 732+53

Low Grade Elev. 723.42 (Exist) 723.61 (Proposed)

Overtop (Ex.)

Overtop (Pr.)

Ten-Year

42

285

450

521

417

432

72.4

72.4

72.4

72.4

80.0

80.0

80.0

80.0

721.00

721.00

721.00

721.00

721.00

1.14

2.75

3.14

2.43

1.14

2.75

3.13

2.62

722.14

723.75724.14

723.43

722.14

723.75

724.13

723.62

SECTION THRU HEADWALL(Up Stream End Only)


R=6’’

6" of compacted CA-7 aggregate bedding material shall be place beneath

the box culvert. The cost for the Ca-7 aggregate shall be included

in the cost of Concrete Box Culverts.

The cost of excavation and backfilling shall be included in the cost of


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


7-05-06

CONCRETE BOX CULVERTS STA 732+53 SHEET 1 OF 4

CONCRETE BOX CULVERTSSTA 732+53

6" of compacted

CA-7 aggregate

bedding material

8"

8"

30’-0"

8"

8’-0

"10 1

/2 "

30’-0"

8"

3’-0

"

h

h9

1’-9"

2’-9

"

BAR "d"

BAR NUMBER SIZE

BILL OF MATERIALS

d

QTY.LENGTH

CU YD

LB

h

h

h

7

8

9

REINFORCEMENT BARS

12 #4 d BAR @ 12" CTS.

9"

12"

NORTHSIDE GRATED EXTENSION ONLY

PR

OP

. 10’

x 8

’ B

OX

CU

LV

ER

T

10

’-0

"

12" CTS.

8"

#6 h

6 C

ulvert b

ars

@ 1

8" C

TS

.

9 1

/2 "

10 1

/2 "

h8 B

AR

@ 1

2" C

TS

.

1’-0"

Headwall

Elev. 712.70

Elev. 712.58

Elev. 722.24

Constr. Jt.

6"

6"

12-#6 h8 BAR @ 12" CTS.

#4

2

#4

#4

#4

#4

8

1

GENERAL NOTES:


3

h7

NORTH GRATED EXTENSION

NORTH GRATED EXTENSION

30’-0"

35-#5 u BARS @ 12" CTS.

2’-9

"

2’-9

"

11’-0"

9

BAR "h "

BAR "h "

7

25’-11" 3’-11"

9-#4 h

@

12 C

TS

.6

h6

u

v

12

10

14

3

35

31

#6

#5

4’-6"

30’-0"

30’-11"

29’-6"

11’-0"

16’-6"

11’-9"

1823.02

17.4

36.07

200.40

41.30

275.88

22.04

867.41

379.91

LONGEST SHORTEST

CUT LINE

LO

NG

ES

TS

HO

RT

ES

T

v BARS

BAR "v"

CUT DIAGRAM

cut line

h B

AR

S

10

’-1

"1’-

8"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


7-05-06

CONCRETE BOX CULVERT END SECTION - NORTH SIDE STA 732+53 LT SHEET 2 OF 4

CONCRETE BOX CULVERT END SECTIONNORTH SIDE

STA 732+53 LT

9" CTS.

5" CTS.STEEL PIPES SHALL CONFORM TO A.S.T.M. A-53 (TYPE E OR S)


TO A.S.T.M. A-120.


THE EXTENSION

THE CONTRACT UNIT PRICE "CU YD" FOR CONCRETE BOX CULVERTS

SHALL INCLUDE THE EARTH EXCAVATION, BACKFILLING, COMPACTED CA-7

AGGREGATE BEDDING MATERIAL AND NECESSARY GRADING.


ORDER v AND h BARS FULL LENGTH. CUT TO FIT AS SHOWN


1’-9’’

2’-

9’’

8"

8"

8"

4’-0

"

BAR NUMBER SIZE

BILL OF MATERIALS

QTY.LENGTH

1

1

3

12"

For South Grated Extension OnlyP

RO

P. 10’

x 8

’ B

OX

CU

LV

ER

T

10

’-0

"

8"

#6 h

6 C

ulvert b

ars

@ 1

8" C

TS

.

8’-0

"9

"9

1/2

"

10’-8"

8"

South Drop Box

(See Detail)South Grated Extension

South Drop Box

(See Detail)Elev. 722.44

Elev. 713.00

Elev. 717.00

1

1

2

13

2 #4

#4

h12 B

AR

@ 1

2" C

TS

.

6"

BAR "d1"

41

9"

9"

h6

Cu

lv

ert b

ars

@ 1

8" C

TS

.

12 #6 h12 BAR @ 12" CTS.

8-#

6 h

6 B

AR

S @

18

" c

ts.

111-#4 h

5"

4-#6 h6 BARS @ 18" CTS.

EACH WALL

GENERAL NOTES:

CU YD

LBREINFORCEMENT BARS


d

h

23

23

3

26 #6

#5

#5

#5

h

h

14.3

2’-9

"

2’-9

"

11’-0"

BAR "u"

23-#5 u BARS @ 12" CTS.

18’-11"

12" CTS.

u

v

12 4’-6"

35’-0"

18’-8"

12’-11"

16’-6"

14’-9"

36.07

46.76

728.97

40.42

395.82

353.84

1601.88

LONGEST SHORTEST

CUT LINE

LO

NG

ES

TS

HO

RT

ES

T

v BARS

BAR "v"

CUT DIAGRAM

cut line

h B

AR

S

4’-8"

10

’-1

"

17’-11" 4’-3"

BAR "h "12

12

9-h

B

AR

S @

12

" C

TS

12

11’-7"

8"

3’-0

"

h13


10 1

/2 "

Elev.713.0012- #4 d1 BAR @ 12" CTS.

18’-11"

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


7-05-06

CONCRETE BOX CULVERT END SECTION - SOUTH SIDE STA 732+53 RT SHEET 3 OF 4

CONCRETE BOX CULVERT END SECTIONSOUTH SIDE

STA 732+53 RT

9" CTS.STEEL PIPES SHALL CONFORM TO A.S.T.M. A-53 (TYPE E OR S)


TO A.S.T.M. A-120.


THE EXTENSION

THE CONTRACT UNIT PRICE "CU YD" FOR CONCRETE BOX CULVERTS

SHALL INCLUDE THE EARTH EXCAVATION, BACKFILLING, COMPACTED CA-7

AGGREGATE BEDDING MATERIAL AND NECESSARY GRADING.


ORDER v AND h BARS FULL LENGTH . CUT TO FIT AS SHOWN


7.176-#6 h BARS

5

2’-5" 2’-5" 2’-5" 2’-5" 2’-5" 2’-5" 2’-5"

18’-8"8"

12-#6 u BARS1

12-#6 u BARS2

12-#6 u BARS3

12-#6 u BARS4

12-#6 u BARS5

12-#6 u BARS6

4’-

1012"

BOTTOM

11’-

4"

8-#4 a BARS2

8"8"10’-0"

a1

20-#5 h BARS1

v BARS

FRONT ELEVATION

Elev=717.00

DROP BOX

Elev=713.00

2

8"

ELEV=713.00

SIDE ELEVATION

4-#5 h BARS

4’-

10 1

/2 "

12-# d bars

3290.58

10’-11"

11’-7"

4"

11’-4"

BACK ELEVATION

BAR NUMBER SIZE


BILL OF MATERIALS

#5

#5

#5

LENGTH

2

a

a2 8 #4 10’-4"


LB

CU YD

Reinforcement Bars

Reinforcement bars shall conform to the requirements

of AASHTO M-31 or M-53, grade 60.


GENERAL NOTES:

Exposed edges shall be beveled 3/4 ".

6" Compacted CA-7 gravel shall be placed beneath drop boxes

(See Culvert Extension Detail)

varvar

STEPS SIDE ELEVATION

u

#5

v 35 #5 4’-6"

12

31’-8"#5

4’-6"#5

u5 12 #6 4’-4"

1 21 #8 13’-6"

d

20

4’-0"

h1 11’-3.5"

h 8 11’-3.5"

h3 4 11’-0"

u1 12 #6 7’-2"

2 12 #6 6’-8"

u3 12 #6 6’-2"

u4 12 #6 5’-1"

u6 #6 2’-6"

h4

h5

#5d1 18 3’-0"

12-#5 v BARS @ 12" CTS.

12-#5 v BARS @ 12" CTS.

11-#5 v BARS @ 12" CTS.

12-#5 v BARS

4-#5 d

BA

RS

@ 1

2" C

TS

.

3

8-#4 a BARS @ 18" CTS.2

121-#8 a BARS @ 6 1/2" CTS.

20-#5 h

B

AR

S @

13" C

TS

.1

43

6

76

7" TYP.

var

u BARS

var

d BARS

11-#5 d BARS @ 12" CTS.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME

District 2 Standard




=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


7-05-06

CONCRETE BOX CULVERT DROP BOX - STA 732+53 RT SHEET 4 OF 4

CONCRETE BOX CULVERT DROP BOXSTA 732+53 RT

All work and materials incorporated into the

onstruction of the Concrete Box Culvert, the

end sections and drop box will be paid for

at the contract unit price "cu yd" for

CONCRETE BOX CULVERTS.

Reinforcement bars, Rem. of unsuitable mat’l, and

breaker-run will be paid for Separately.

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:13:04 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


10-24-07

2

NO SALVAGE.




f’c = 3,500 PSI


f’c = 5,000 PSI


CONCRETE

BOX CULVERTS

ITEM


CULVERT 10’ x 5’

REINFORCEMENT BARS

NAME PLATES

SQ. YD.

EACH

EACH

POUND

FOOT

CU. YD.

UNIT QUANTITY

1

1


FLOODEXISTING PROPOSED

DESIGN

BASE

10

100 1381

1046

100.0

50

581

170

TEN-YEAR 509

1100 100.0

FREQ.

YR.

EX OVT

PR OVT

DISCHARGE

C.F.S.

500 2513 100.0MAX CALC.

13

HEADWATER ELEVATION

EXISTING PROPOSED

891.55893.95

895.95

895.57 894.50

895.31

894.59

894.59

896.55

WATERWAY OPENING (SQ. FT)

891.80

891.02

891.88

NATURAL

H.W.E.

890.87

892.32

893.27

DRAINAGE AREA

(SQ. MI.) = 1.33

EXISTING PROPOSED

HEAD (FT.)

3.08

3.77

3.63

3.57

3.41

0.68

2.70

2.99

2.71

3.28

LOW GRADE ELEV. (FEET) EXIST = 894.59 @ STA. 243.62

PROPOSED = 894.59 @ STA. 243.62


PR

OP

. R

.O.W

.

PR

OP

. R

.O.W

.

2:1

(H.V.)

2:1

(H.V.)2:1

(H.V.)

2:1

(H.V.)

C

FLOW

C

44.4

53.8

59.0

46.0

54.6

60.0

87.2

90.4

896.68

PR

OP

OS

ED

R.O

.W.

PR

OP

OS

ED

R.O

.W.

1.5 %1.5 %

8’-0"

SHOULDER SHOULDER

EXISTING STRUCTURE:

SINGLE 10’-0" x 6’-0" x 36’-0" CONCRETE BOX CULVERT.



WITH A DOUBLE 10’-0" x 5’-0" PRECAST CONCRETE BOX

CULVERT WITH CAST IN PLACE END SECTIONS.

14:1 (H:V) 14:1 (H:V)

12’-0"

C

ST

AT

ION

INC

RE

AS

E

61

100.0

L IL. RT 72

STONE RIPRAP,

CLASS A4

L IL. RT. 72

GENERAL NOTES

REMOVAL OF EXISTING

STRUCTURE NO. 1

FILTER FABRIC 140

24.5

APRON

1,637

13’-0"8’-0"

SHOULDER

4% 6%

5’-0" 3’-0"

6% 4%



MATERIAL

CU. YD.REMOVAL AND DISPOSAL OF

UNSUITABLE MATERIAL

TONBREAKER-RUN

CRUSHED STONE

140

105

171

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

6" OF COMPACTED

CA. 7 AGGREGATE

BEDDING MATERIAL

SQ. YD.

B-1d

B-2d

FIELD UNITS

PRECAST UNITS


LOADING HS20-44

DESIGN STRESSES

PLAN

OUTLET

EL. 886.09

D/S ?

EL. 886.34

INLET

EL. 886.27

U/S ?

EL. 886.52

STONE RIPRAP,

CLASS A4

THICKNESS = 1’-4"


STATE OF ILLINOIS

13’-0"

8’-0"

SHOULDER

5’-0"



MATERIAL

L CULVERT

NAME PLATE

EXISTING R.O.W.



MATERIAL

STA. 244+43.50

P.G. EL. 894.71

EXISTING R.O.W.

2’-0

"

APRON

12’-0"

3’-0"

42’-1" INLET42’-11" OUTLET

85’-0" OUT-TO-OUT HEADWALL

PRECAST

11’-1" 6’-0" (+)

C.I.P.

17’-0" LIMITS

RIPRAP (TYP.)

17’-0" LIMITS

RIPRAP (TYP.)

16’-11"6’-0" (+)

C.I.P.

85’-0"

3’-0

"

3’-0

"

6"

6"

1’-0

"

23

’-7

"

2’-0

"






HIGH FLOWS SHALL BE ALLOWED TO PASS WITHOUT CAUSING DAMAGE TO

UPSTREAM PROPERTIES.



"PRECAST CONCRETE BOXE CULVERT 10’x5’ ".

STRUCTURE EXCAVATION AND GRADING AROUND ENDS OF CULVERT SHALL

BE INCLUDED IN THE CONTRACT UNIT PRICE FOR " PRECAST CONCRETE BOX

CULVERT 10’ x 5’."


CONFORM TO SECTION 502.10 OF THE STANDARD SPECIFICATIONS. EXCEPT

THAT THE MATERIAL SHALL CONFORM TO SECTION 1004.05 OF THE STANDARD

SPECIFICATIONS FOR COARSE AGGREGATE FOR TRENCH BACKFILL, AND SHALL

BE COMPACTED TO MINIMUM OF 95% OF THE STANDARD LABORATORY DENSITY.

THE ENTIRE EXCAVATION, WITHIN 2 FEET OUTSIDE OF EACH SHOULDER, SHALL

BE BACKFILLED WITH TRENCH BACKFILL MATERIAL TO THE BOTTOM OF THE

PROPOSED SUBGRADE. THIS TRENCH BACKFILL MATERIAL WILL NOT BE

MEASURED FOR PAYMENT, BUT SHALL BE INCLUDED IN THE CONTRACT UNIT

PRICE FOR THE CLASS OF CONCRETE INVOLVED OR OTHER UNIT PRICE ITEM OF

THE WORK FOR WHICH IT IS REQUIRED.

PRECAST SUBSTITUTION IS NOT ALLOWED FOR CULVERT APRONS AND WINGWALLS.



DIMENSIONS, IT MUST BE APPROVED BY THE ENGINEER, AND THE

CALCULATIONS SHALL BE PREPARED AND SEALED BY AN ILLINOIS LICENSED

STRUCTURAL ENGINEER.



REQUIREMENTS OF AASHTO M273 (DESIGN FILL HEIGHT = 2’-0")

DOUBLE CONCRETE BOX CULVERT 10’X5’ W/ CAST IN PLACE END SECTIONS (SHEET 1 OF 5)

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:13:16 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED




s BAR

s1 BAR

(TY

P.)


s BAR

s1 BAR

PRECAST TO CAST-IN-PLACE CONNECTION COLLAR

SECTION A-A

NOTE:

CLASS SI CONCRETE TO BE

POURED BETWEEN PRECAST

SECTIONS PRIOR TO FORMING

AND POURING CAST-IN-PLACE

APRONS.



LIMITS OF REMOVAL AND DISOPSAL



3" O DRAINS

(TYP. EXT.

SIDEWALLS)

6" OF COMPACTED

CA. 7 AGGREGATE

BEDDING MATERIAL

1’-

10

"

TY

P.

6"

1’-

0"

2’-0"

(TYP.)

10" 10’-0"

23’-7"

10" 10" 10’-0"

3"

10"

10

"5

’-0

"1

0"

24’-7"

6"

7’-

10

"

6"

8"

2"

CL

R.

6"

10-24-07

6’ -

8"

STATE OF ILLINOIS



SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:13:27 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07


PLAN

PRECAST

CONCRETE

BOX CULVERT

A

A

s BARS

TYPICAL EACH END

h BAR

1

3" x 6" FORMED

OPENING (TYP.)

b BAR

b5 BAR

1 - #4 b6 BAR

ELEVATION

PRECAST

CONCRETE

BOX CULVERT

s1 BARS

s BARS

2 - #4 s BARS

(TOP & BOTTOM COLLAR)

SEE SECTION A-A, SHEET 2.

(EACH SIDE) SEE SECTION A-A,

SHEET 2.


CONNECTION COLLAR

TOP SLAB & SIDE WALL COLLARS BOTTOM SLAB COLLAR

COARSE AGGREGATE

FULL LENGTH OF BOTH

HEADWALLS. TO BE

PLACED BY GRADING

CONTRACTOR. COST

INCLUDED WITH CONCRETE

BOX CULVERTS.

3" x 6"

FORMED

OPENING

3" x 6"

FORMED

OPENING

1/4 "

12"

DOWNSTREAM ENDUPSTREAM END

DRAIN DETAILS

12"

1/4 "

PRECAST

SECTION

PRECAST

SECTION

b6 BAR

CAST-IN-PLACE

COLLAR

PRECAST

SECTION

PRECAST

SECTION

b6 BAR

1 - #4 b6 BAR

b9 BARS

1 - #5 h BAR

1 EA. - #4 b THRU b5

BARS @ 12" = 5’-0"

4 - #4 b7 BARS @

12" = 3’-0"

2


STATE OF ILLINOIS

8" 2 1/8 "

26

- #

4 b

8 B

AR

S @

12

" =

25

’-0

"

25

- #

4 d

BA

RS

@ 1

8" =

36

’-0

"

37

’-8

" (

+)

24’-

8 3

/8 "

1’-

0"

1’-

4 5

/8 "

(+

)

1

4 5

/8 "

(+

)

2’-

4"(+

)

10

"

2

CAST-IN-PLACE

COLLAR

1’-6"

s BARS

8"

10

"

8"

s BARS

6"

h BAR

d BAR

EXTERIOR SIDEWALL COLLAR

2 - #4 s1 BARS

2"

CL

R.

~ CULVERT

h BAR

2"

2"

1’-

4 5

/8 "

(+

)(T

YP

.)

b9 BARS

1 - #5 h BAR

1’-

0"

2 6’-

0 1

/8 "

4 5

/8 "

(+

)

10

"

2’-

4"(+

)

6’-0 1/8 " 1’-0"

(TY

P.)

6"

2"

9’-4

"

6’-8"

2’-8"

3’-0

"

8"

10

"

2’-0

" L

AP

(MIN

.)

6’-

0 1

/8 "

1’-0"

2 1/2 "

CLR.

45^


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:13:37 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED

10-24-07


WING ELEVATION

h1 BARS

h BAR

WING PLAN

WING TYPICAL SECTION

v8 BAR

(MA

X. 12" S

PA

. @

CU

LV

ER

T B

AR

RE

L)

SIMILAR ALL WINGS (4 TOTAL)




STATE OF ILLINOIS

v BAR BACK FACE v8 BAR

h OR h1 BAR

FRONT FACE

b9 BARS

45^

h BAR

v BAR

10"

2"

6 -

#5 h

1 B

AR

S F

LA

RE

D

@ 8

" =

3’-4

"

3’-8

"3’-0"

1 - #4 b BAR

9’-4

"

2’-8

"

2"

2"1 EA. - #5 v THRU v8 BARS @ 12" = 8’-0"4"

FRONT FACE h BAR

BACK FACE

CLR.

2"

h1

BA

RS

CONSTRUCTION

JOINT

vTHRU v6 BARS

2 - #4 b9 BARS

9’-3"

8’-6"9"

8"


SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.F.A.

RTE.

CONTRACT NO.


STATE OF ILLINOIS


FILE NAME


megliljUSER NAME =


PLOT DATE = Thu Oct 25 09:13:48 2007

=

DATE

DESIGNED

CHECKED

DRAWN

-

-

-

-

REVISED -

-

-

-

REVISED

REVISED

REVISED


Pound 1637

2’-8

"

BAR d

BarFt. In.

A

BAR BENDING DIAGRAMS

BILL OF MATERIAL

Reinforcement Bars

BAR hBAR s1

7’-6"

BARS v THRU v8

v 6 8

v1 4

v2 0

v3 5 8

v4 5

v5 1

v6 9

v7 4 5

v8 4 2

4

5

5

6

6

8’-11"

13’-7

"

9’-7 1/4 "

9’-

7 1

/4 "

2’-4

"

(TY

P.)

2’-8"

2’-0"

A

CU

T LIN

E

2’-4

"5’-4"

7’-8

"

2’-4

"5’-4"

FIELD CUTTING DIAGRAMORDER BARS FULL LENGTH. CUT AS SHOWN

AND USE REMAINDER OF BAR IN OPPOSITE END.

4 - #4 b7 BARS

2 SETS

b

b1

b2

b3

b4

b5

b6

b7

b8

b9

d

h

h1

s

s1

v

v1

v2

v3

v4

v5

v6

v7

v8

4

2

2

2

2

2

4

8

52

8

50

4

24

8

8

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

5

5

5

5

5

5

5

5

5

5

5

5

5

37’-3"

35’-9"

33’-9"

31’-9"

29’-9"

27’-9"

26’-5"

7’-8"

5’-8"

9’-0"

5’-4"

22’-6"

9’-0"

24’-1"

12’-4"

8’-8"

8’-4"

8’-0"

7’-8"

7’-5"

7’-1"

6’-9"

6’-5"

6’-2"

BARS b7


STATE OF ILLINOIS

10-24-07

