WING DETAILS

PRY 1/16

PRY 1/16

22'-8" (LONG WING)

15 EQ. SPA. (SHORT WING)

21 EQ. SPA. (LONG WING)

LEVEL

21 SPA. @ 1'-0" (LONG WING)

21 SPA. @ 1'-0" (LONG WING)

15 SPA. @ 1'-0" (SHORT WING)

15 SPA. @ 1'-0" (SHORT WING)

1'-1" FL

OO

R T

HIC

KN

ESS

(SE

E B

AR

RE

L D

ET

AIL

S)

" OPEN JOINT21

3-E5 #43-E1 #4

ADDITIONAL REQUIREMENTS.

SEE "RCB AUX. DETAILS" SHEET FOR

! R

CB

2"C

L.

WEEPHOLE

SPA.

(3:1 EMBANKMENT SLOPE)

"21

16'-10

"81

24'-1

22'-8"

13'-0"

4'

2 SPA. @ 6'-0"

(SEE SPA. IN SEC. A-A)

'' CL.211

2"

CL.

2"

CL.

2" CL.

EF = EACH FACE

NOTE:

" OFFSET @ TOP1615

" OPEN JOINT21

BEND MESH 3'-0"

5"

2"

6'-0"

INTO TOE WALL

BEND MESH 3'-0"

5"

6'-0"

CS1 #5

CS2 #5

INTO CURTAIN WALL

CS3 #5

2-AT1 #4

6-CT1 #4 @

12" CTS. (EF)

(IN PAIRS)

6-CT1 #4 @

12" CTS. (EF)

AT1 #4

2

4'-0"9"

9"

3"

9"

6"

1'-0

"

7'-2"

6 S

PA.

@ 1'-6" = 9'-0"

11'-3"

1'-0

"

WINGS AT ONE END OF BOX ONLY.

NOTE: REINFORCING BAR LIST IS FOR BOTH

C1L #4

6

C1S #4

6

C2 #4

1

CS1 #5 CS2 #5 CS3 #5

8

CT1 #4

12

D1 #6

40

D2 #4

25

E1L #4

3

E1S #4

3

E5 #4

3

H1L #4

10

H1S #4

10

H2L #4

2

H2S #4

2

H3L #4

2

H3S #4

2

H4L #4

4

21'-11"

H4S #4

4

H5L #4

8

H5S #4

8

H6L #4

8

H6S #4

8

H7 #4

16

V1 #6

40

V2 #6

38

V3L #5

23

V3S #5

17

V4L #5

22

V4S #5

16

V5 #4

38

V6 #4

6

27'-2"

113

7'-9"

113

8'-5" 7'-4" 59'-9" 10'-9" 6'-6" 24'-1" 34'-0" 21'-7" 15'-7" 16'-4"

8'-3" 6'-0" 16'-1" 2'-3" 2'-3" 2'-3" 2'-3" 3'-1" 5'-6" 8'-9" 2'-3" 11'-0"

V3L

V3S

V4L

V4S

"±812

"±813

DESIGN SPECIFICATION: AASHTO LRFD SPEC., 2007 ED., 2009 INT.

UNIT STRESSES: CLASS AA CONCRETE; f'c = 4,000 P.S.I.

NEAT LINES OF THE BOX, EXCLUDING THE HUBGUARD.

QUANTITIES: WINGWALL QUANTITIES INCLUDE ALL QUANTITIES OUTSIDE THE

DESIGN LOADING: HL-93

8

8

1'-4"

1'-4"

9"

7"

1'-9"

3'-3"

7'-6" D1

D2

3'-3"

3'-0"

2'-6"

6'-3"

2'-6"

1'-9"

V2

CS1

6'-0

8"

6'-0

6'-0

8"

1'-9"

DETAIL "A"

3'-3"

(TYP. BOTH ENDS OF APRON)

CS2 #5 @ 6" (TOP)

CS1 #5 @ 6" (BOTT.)

CURTAIN WALL

(BELOW)

2-CS1 AT 12" (BOTT.)

2-CS2 AT 12" (T0P)

(ROTATE EACH TO FIT

2-PAIRS CS3 #5

OF APRON)

AT 6" (EACH END

1-C2 #4

D2 #4

@

C1 #4

D2 #4

C2 #4

E5 #4

H1 #4 (EF)

V1 #6 (NS)

V2 #6 (NS)

V3 #5 (NS)

3-V6 #4

8-H5 #4 (FS), H6 #4 (NS) &

H3 #4 (EF) H4 #4 (EF)

H2 #4 (EF)

V3 #5 &

V1 #6 (NS)

V2 #6 (NS)

V3 #5 & V1 #6 (NS)

V2 #6 (NS)

V3 #5 SPLICE TO

V1 #6

H4 #4 (PARALLEL

H3 #4 (EF)

H2 #4 (EF)

(TYP.)

H1 #4 (EF)

V4 #4 SPLICE TO

V5 #4 DOWEL BAR

D1 #6

E1 #4

C1 #4 (TYP.)

H7 #4 (SPA.

H6S #4 @

H5S #4 @

V6 #4

H5L #4 @

H6L #4 @

H7 #4 (SPA.

" TRIANGULAR MOULDING.21 ALL EXPOSED EDGES WITH A 1

CONCRETE: CLASS AA CONCRETE SHALL BE USED THROUGHOUT. BEVEL

WINGS AT BOTH ENDS OF RCB.

APRON: A 5" CONCRETE SLAB SHALL BE CONSTRUCTED BETWEEN THE

BACKFILL ALL WINGS TO LIMITS SHOWN ON THE "RCB AUXILIARY SHEET".

REQUIREMENTS OF SUBSECTION 703.07.

BACKFILL MATERIAL: USE GRANULAR BACKFILL MATERIAL MEETING THE

WITH APPROVED FILTER FABRIC COMPLYING WITH SUBSECTION 712.03

FILTER FABRIC: SEPARATE IN-SITU MATERIAL FROM GRANULAR BACKFILL

FOUNDED ON ROCK OR GRANULAR MATERIAL.

AGGREGATE BASE: USE AGGREGATE BASE ON ALL WINGWALLS UNLESS

BEND IN FIELD

SECTION C-C

SECTION E-EVIEW D-D

SECTION A-A

V2, CS1

CS3CS2

DETAIL "A"

ELEVATION OF WINGWALL

WINGWALL JOINT DETAIL

BENDING DIAGRAM

D1,D2

H7 V1

H5L, H6L

H5S, H6S

E5

V3S, V3L, V4S, V4L

SECTION B-B

SECTION F-F

A

A

E

E

C C

GENERAL NOTES

2"

CL.

PER 100 SQ.FT.

APRON 87 LBS.

MESH REINFORCING IN

55̂

B

B

F

F

BOX FLOOR.

OF C1 BARS INTO

MIN. EMBEDMENT

V4 #4 & V5 #43"

(1'-3"±)

"±21

1'-1

WING DIMENSIONS FOR 20^ SKEWED BOX

35̂

9159_WING

DETAILS

2/16DMA

1'-0"

CS1

V2

17

17

31'-4"

BY EQ. INCRMTS. SEE TABLE3"±

2¼"±

1'-0"

60'-4¾"

13'-8

Á"

9'-7Ã"30'-11¾"

16'-8

½"

18'-6¾"

H7 #4 @ 1'-6" CTS.

(23 REQ'D. LONG WING)

(17 REQ'D. SHORT WING)

D1 #6 @ 1'-0" CTS.

(1'-3"±)

" (SHORT WING)2116'-8

"214

"217

5"

8"

11'-10"16'-10"60'-0" 24'-10" 35'-10"

D D

(WEEPHOLE SPA.)

FOR THE BID ITEM REINFORCING STEEL (GR. 60)

AS POUNDS OF REINFORCING AND INCLUDED IN THE TOTAL QUANTITY

6 X 6- W6 X W6 WELDED WIRE FABRIC AND SHALL BE CLASSIFIED

SHALL BE ELECTRICALLY WELDED AND SHALL BE COMPOSED OF

CENTERLINE OF BAR UNLESS OTHERWISE NOTED. WIRE REINFORCING MESH

OR M221. ALL DIMENSIONS RELATIVE TO REINFORCING STEEL SHALL BE TO

GRADE 60. WELDED STEEL WIRE FABRIC SHALL CONFORM TO AASHTO M55

REINFORCING: ALL REINFORCING SHALL CONFORM TO AASHTO M31,

REINFORCING STEEL; fy = 60,000 P.S.I.

9"

"213 (FS)

3"

(H B

AR

S)

1'-0

"

4'-1"

3"

WINGWALL

FOR TRANSITION

SLOPE 4:1 AS NEEDED

END OF RCB

9''

CONST. JT.

1'-0''

1'-4'' MIN.

SPLICE

EQ. S

PACES

6"

3"

3"

V BARS

(TYP.)

1'-0"

4 E

Q.S

PA.

"21

2

2 E

Q.S

PA.

7'-10

"

OPT. CONST. JOINT

8"

TO TOP)(EF)

SECTION C-C)

(SEE SPA. IN

3'-6''

7'-10"

5'-0" 2'-0"10"

CJ

2" CL.

EQ. SPA.

#6 V2

3" CL.

87 LBS. PER 100 SQ. FT.

MESH REINFORCING

LEVEL

6'-0"

WINGW

ALLLENGTH

POINT

REFERENCE

DIMENSION

END OF RCB

8"

2" CL.

1'-6"

3'-6"

OPT. CONST. JOINT

WITH H5S & H6S)

WITH H5L & H6L)

OF WALL ONLY

10"

STRIP DRAIN

WING LENGTH

9"

CL.

OPT. CONST. JOINT

OPT. CONST. JOINT

MESH REINFORCING IN

APRON 87 LBS.

PER 100 SQ.FT.

VAR. 6'-10" TO 10'-10"

12 12

12

9"

H5S

H5S

H6S

H6S 1'-6"

12

1'-6''

9"

H5L

H6L

H5L

H6L

1'-6" CTS.

1'-6" CTS.

1'-6" CTS.

1'-6" CTS.

3"

(BACKFACE SHOWN)

SEE BENDING DIAGRAM

LENGTH

MARK

NUMBER

IE. #4 H2L, #4 H2S, ETC.

WALL ('L') OR SHORT WINGWALL ('S');

IDENTIFIES BARS IN THE LONG WING-

NOTE: BARS WITH AN 'L' OR 'S' DESIGNATION

(PLAN OF FOOTING)

FLOOR

RCB

NS = NEAR SIDE

FS = FAR SIDE

CJ = CONST. JOINT

WEEPHOLE DETAILS.

SHEET FOR ADDITIONAL

SEE "RCB AUX. DETAILS"

CLEAR REINFORCING STEEL.

NOTE: SPACE WEEPHOLES TO

NOTE: CONST. JT. MAY BE USED AT CONTRACTOR'S

OPTION WHEN APPROVED BY THE ENGINEER.

D1 BARS OR MESH MAY BE SPLICED THUS:

MINIMUM OVERLAP SHALL BE 1'-3". NO INCREASE

IN QUANTITIES OR COST SHALL BE ALLOWED WHEN

CONTRACTOR ELECTS THIS OPTION.

TYPICAL BOTH WINGS

(PLAN VIEW)

(ALL DIMENSIONS ARE OUT TO OUT OF BARS.)

LENGTH

MARK

NUMBER

BAR INCRMTS.

25

FILE NAME 29490(04)

DESIGN

DRAWN

CHECKED

OKLAHOMA DEPARTMENT OF TRANSPORTATION

STATE JOB NO. SHEET NO.

I:\

OK

C\

PRJ\00000915

9\

ST

R\

DG

N\915

9_

Win

g

Details.d

gn

6/24/2016

PRIN

TE

D:

SH-33KINGFISHER COUNTY

DATEREVISIONSDESCRIPTION

OKLA.6

FED. ROAD

DIST. NO.STATE JOB PIECE NO.

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETS

OKLAHOMA DEPARTMENT OF TRANSPORTATION