Rc Curtain Wall Dimensions & Quantities

3:1 FO RES LO PE 3:1
3:1 SO
LID SO D
3:1 FO RES LO PE 3:1 3:1

H

G

F

E

D

C B

E

D

E

A

SOLID

C

SOD

B

2:1 A

R.C.

D C

CURTAIN

B

FLO WALL W LIN E

A 2:1

TYPICAL PIPE CULVERT

CHANNEL BOTTOM

WITH FLARED END SECTION

& 3:1 FORESLOPE

H G F E D C B A

H G

F

AL PE

RM LO

E PE

NO ES

D ESLO SOLID SOD E FOR H

FOR D E G

C

L

A RM

C D SOLID SOD PE F

B

O

O

N

2:1 B

C

ESL E

2:1

A

R O

A

SOLID SOD

A

R.C.

2:1

F L D A

CHANNEL CURTAIN A

B

RM

BOTTOM

WALL

2:1

OC N

FLOW LINE

SOLID SOD

B

A

TYPICAL PIPE CULVERT

WITH FLARED END SECTION

& FLATTENED ADJACENT SLOPES

C B A

H

G

F
E PE
D SLO RE
FO L A RM O N
2:1

RE RM

SOLID SOD

FO NO

E D
C

3:1

E D

2:1 A

C B A

R.C. CURTAIN

WALL

CHANNEL

BOTTOM

FLOW LINE

SL AL

O

PE

3:1

OR OR

FN

ESLMAL

O

PE

E D C
A 2:1
2:1

FO NO RE RM SL AL O PE

SOLID SOD

H G

F

PE E

LO

ES

R

FO D

L

A

M

R O

C

N

B

A

X

W
H G F E SOLID SOD D C

H
G
F
E SOLID SOD
D

R.C. CURTAIN WALL DIMENSIONS & QUANTITIES

PIPE DIA.

H 1

L 1

SINGLE R.C.P.C.

L (DBL.)

L

2 CONC. REINF.

STEEL

CU. YDS.

18"

11 1/2 "

3’-5"

8’-0"

6’-3"

0.31

24" 30" 36" 42"

1’-0 1/2 " 1’-3 1/2 "
1’-7" 2’-1 1/2 "

4’-6" 5’-7" 6’-8" 7’-3"

9’-6" 11’-0" 13’-0" 15’-6"

7’-6" 9’-0" 10’-6" 12’-0"

0.37 0.45 0.58 0.82

48"

2’-5"

7’-10"

17’-0"

13’-0"

0.98

54"

2’-9 1/2 "

8’-5"

18’-6"

14’-0"

1.16

60"

3’-4"

9’-0"

20’-6"

15’-6"

1.47

72"

4’-5"

10’-2"

25’-6"

18’-6"

2.31

NOTE: QUANTITIES SHOWN ARE FOR ONE (1) CURTAIN WALL.

LBS. 27.7 33.4 39.0 52.6 77.1 94.9 115.8 149.7 232.6

DOUBLE R.C.P.C.

CONC.

REINF. STEEL

CU. YDS. 0.45 0.53 0.67 0.83 1.10 1.27 1.47 1.84 2.73

LBS. 39.5 48.0 59.0 73.9 100.7 120.4 143.7 180.3 271.0

CL FOR DBL. R.C.P. CULVERTS

B A
FLOW LINE

DIA.

PLAN VIEW 3:1 FORESLOPES

R.C. CURTAIN
WALL

C V401 B V402 A

6" 3"

V401 L1
H 402 (SINGLE R.C.P.C.) H 403 (DOUBLE R.C.P.C.)

H402

H1

CONSTRUCTION JOINT SEE NOTE
3"

V401
PIPE SIDE OF R.C. CURTAIN
V402

1’-0"

NOTE: THE CONFIGURATION
OF CONTOURS WILL VARY WITH FORESLOPE VARIATIONS.

FLOW LINE
X

2 DIA.

PLAN VIEW FLATTENED FORESLOPES

X
SOLID SOD

H G F E D C AB 2:1 2:1
R.C. CURTAIN WALL

CHANNEL BOTTOM

X END VIEW

L (DBL.) 2 (DOUBLE PIPES)

L

(SINGLE PIPES)

H401

8"

CAST-IN-PLACE

NOTE: THE PORTION OF THE R.C. CURTAIN WALL BENEATH THE

FLARED END SECTION (LOWER 1’-0") SHALL BE PLACED

MONOLITHICALLY. THE FLARED END SECTION SHALL THEN

BE SET IN PLACE & THE REMAINING PORTIONS OF THE

R.C. CURTAIN WALL PLACED.

R.C. CURTAIN WALL DETAILS

H

G

F

RMAL FORESLOPE DE :1

NO

3

C

B

A

H1 1’-0"

R.C. CURTAIN WALL

SECTIONAL VIEW "X-X"

TYPICAL MULTIPLE PIPE CULVERT WITH FLARED END SECTIONS
& FLATTENED ADJACENT SLOPES

PIPE DIA.

H401

L

NO.

REINFORCING STEEL SCHEDULE

SINGLE R.C. PIPE CULVERT

H402

V401

V402

H401

DOUBLE R.C. PIPE CULVERT

H402

H403

V401

L

NO.

L

NO.

L

NO.

L

NO.

L

NO.

L

NO.

L

NO.

18" 24" 30" 36" 42" 48" 54" 60" 72"

7’-8"

2

9’-2"

2

10’-8"

2

12’-8"

2

15’-2"

2

16’-8"

2

18’-2"

2

20’-2"

2

25’-2"

2

1’-11 1/2 "

4

2’-2"

4

2’-4 1/2 " 4

2’-10"

6

3’-9 1/2 "

8

4’-3"

10

4’-8 1/2 " 12

5’-5"

14

7’-4"

18

1’-7 1/2 "

8

1’-8 1/2 " 10

1’-11 1/2 " 10

2’-3"

12

2’-9 1/2 "

16

3’-1"

18

3’-5 1/2 " 20

4’-0"

24

5’-1"

30

ALL REINFORCING STEEL #4 BARS @ 6" O.C.

8"

8

12’-2"

2

1’-11 1/2 "

4

8"

2

1’-7 1/2 " 10

8"

9

14’-8"

2

2’-2"

4

8"

2

1’-8 1/2 " 12

8"

12

17’-8"

2

2’-4 1/2 " 4

8"

2

1’-11 1/2 " 14

8"

14

20’-8"

2

2’-10"

6

8"

3

2’-3"

14

8"

15

23’-8"

2

3’-9 1/2 " 8

8"

4

2’-9 1/2 " 18

8"

16

25’-8"

2

4’-3"

10

8"

5

3’-1"

20

8"

17

27’-8"

2

4’-9"

12

8"

6

3’-5 1/2 " 22

8"

18

30’-8"

2

5’-5"

14

8"

7

4’-0"

26

8"

20

36’-8"

2

7’-4"

18

8"

9

5’-1"

33

V402

L

NO.

8"

14

8"

18

8"

22

8"

28

8"

30

8"

32

8"

34

8"

36

8"

40

CL FOR DBL. R.C.P. CULVERTS

5" 3"

L1+ 2"

V401

H 402 (SINGLE R.C.P.C.) H 403 (DOUBLE R.C.P.C.)
1" RECESS FOR GROUT

H402

H1

1’-0"

L (DBL.) 2 (DOUBLE PIPES)

L

(SINGLE PIPES)

H401

PRECAST
NOTE: THE PRECAST CURTAIN WALL WILL BE SET AND BACKFILLED WITH COMPACTED MATERIAL. THE FLARED END SECTION SHALL THEN BE SET IN PLACE AND THE 1" RECESS FILLED WITH GROUT. WHERE "L" EXCEEDS 11’ THE CURTAIN WALL MAY BE CAST IN TWO (2) OR MORE SECTIONS. THE METHOD OF JOINING THE SECTIONS FOR INSTALLATION SHALL BE APPROVED BY THE ENGINEER.

3" 8"

SOLID SODDING

SINGLE R.C.P.C.

DOUBLE R.C.P.C.

PIPE SIDE OF R.C. CURTAIN

PIPE DIA.
18" 24" 30" 36" 42" 48" 54" 60" 72"

3:1

4:1

6:1

SQ. YDS.

5

7

12

8

12

19

13

18

29

17

26

41

23

35

55

29

46

68

35

57

85

45

62

104

64

92

156

3:1

4:1

6:1

SQ. YDS.

6

8

13

9

13

20

14

19

30

18

28

43

25

37

57

31

48

70

37

59

87

48

65

107

67

95

159

NOTE: QUANTITIES SHOWN ABOVE ARE FOR ONE (1) END OF F.E.S.

GENERAL NOTES 1. A CAST-IN-PLACE OR PRECAST CURTAIN WALL MAY BE USED.
PAYMENT FOR THE CURTAIN WALL SHALL BE CONSIDERED TO BE INCLUDED IN THE UNIT PRICE BID EACH FOR FLARED END SECTIONS OF THE SEVERAL SIZES, WHICH PRICE SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIALS INCLUDING REINFORCING STEEL AND CONCRETE,.FOR FORMS, MIXING AND PLACING., FOR EXCAVATION AND BACKFILL, AND FOR ALL LABOR, TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. 2. ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4 ". 3. CONCRETE FOR CURTAIN WALL SHALL MEET THE REQUIREMENTS FOR CLASS A OR S CONCRETE AS PROVIDED IN SECTION 802 OF THE
STANDARD SPECIFICATIONS OR FOR PAVING CONCRETE AS PROVIDED IN SECTION 501 OF THE STANDARD SPECIFICATIONS.
4. WELDED WIRE MESH 3 x 3 W/10 x W10 MAY BE USED IN LIEU OF REINFORCING BARS.

10-18-96 ADDED NOTE TO SOLID SODDING

10-12-95 CORRECTED SPELLING

11- 3-94 ADDED GENERAL NOTE NO. 4

8-15-91 REV. CURTAIN WALL QUANT. STEEL SCH. & SOLID SOD QUANT.

3-2-81 ALLOW PRECAST IN 2 OR MORE PIECES CHAMFER EDGES

5-15-80 ADDED PRECAST WALL & GENERAL NOTES

10-2-72 REVISED AND REDRAWN

DATE

REVISION

FILMED

ARKANSAS STATE HIGHWAY COMMISSION
FLARED END SECTION
STANDARD DRAWING FES-1