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#5 @18" OC
SEE HEADWALL END OF HEAD
SECTION FOR REINF. WALL ABOVE
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SEE WING WALL z
SECTION FOR REINF O
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CONSULTANT:
M
SEE BARREL WALL
SECTION FOR REINF
3/4" 3/4"
BARREL WALL 1/4" NOTES:
BELOW 1. STOP HORIZONTAL REINF. EACH SIDE OF JOINT.
2. MAXIMUM SPACING OF CONTROL JOINTS
IN WING WALLS AND BARREL IS 16'-0"
AT BARREL WALL AT HEADWALL 3. MAXIMUM SPACING OF CONTROL JOINTS IN
HEADWALLS IS 10'-0".
1 CORNER DETAILS 2 CONTROL JOINT FOR WING WALLS AND HEADWALL
SCALE: 3/4" = V-0" SCALE: 3/4" = V-0"
#4 U-BARS @ 16" OC
TOW VARIES SEE PLAN 3/4" CHAMFER
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PAVING/ SIDE WALK/ LANDSCAPING/ 0
PER CIVIL DRAWINGS
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2" x 4" x CONT. KEY WAY d PROFESSIONAL SEAL
PRINCIPLE REINFORCING d
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BAR D COLUMN TIES BEAM STIRRUPS o��S �cENSF N�iyF
- APPROVED STRUCTURAL BACK d 6#3 - #8 a�
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SIDE o 0 0 o O
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#7 @ 12" OC T&B #14 AND #18 10d �35p0° Z 10d
TOF= 2647_50 _ — _ SEISMIC STIRRUP AND TIES HOOK �'��2 0 FrT CA Al
DIMENSIONS ALL GRADES OF STEEL
a -b BAR D H (APPROXIMATE) = o b d
REVISION: DATE:
#5 @ 12" OC #3 1 1/2" 3" 1 2025-01-10
#4 /2" 3 3/4"3"1
d #5 2 1/ 6d DRAWN BY: CHECKED BY:
i� •
#5 12" OC 12d UNO O p SD BDC
�° 2'-6" 1'-0" 5'-6" NOTES: � d DESIGNED BY: JOB NUMBER:
1. D= FINISHED BEND DIAMETER
91-011 BAR HOOKS & BENDS 2. d= BAR DIAMETER STIRRUPS &TIES SPANDREL STIRRUPS BAC A24-170
CULVERT DETAILS
WING WALL SECTION REBAR BENDS
3 SCALE: 3/4" = V-0" SCALE: NTS
REF SHEET: S1.01 Slm03