HomeMy WebLinkAbout222.00PIPES AND STRUCTURAL PLATE PIPES - STEP MITERED PIPE
PIPES AND STRUCTURAL PLATE PIPES - FULL MITERED PIPE
STRUCTURAL PLATE PIPE ARCHES AND UNDERPASSES
NOTES:
SECTION A
ANCHOR BOLT DETAIL
1.THE VARIABLE DIMENSION INDICATED FOR THE HEIGHT OF STEP
FOR STEP MITERED PIPES SHALL CONFORM TO THE
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFIED
DIFFERENTLY ON THE PLANS OR IN THE SPECIAL PROVISIONS.
2.REINFORCING STEEL SHALL HAVE 1 1/2" MIN. CLEAR COVER TO ALL
CONCRETE SURFACES.
3.HEADWALLS FOR CONCRETE CULVERT PIPE MAY OMIT ANCHOR
BOLT ATTACHMENT.
4.WHEN STEEL PIPE SAFETY BARS ARE USED, HEADWALL
THICKNESS SHALL BE INCREASED TO 8".
6"
2"
FILL SLOPE,
VARIABLE
24" SPLICE
6"
3"
24"
VARIES,
SEE NOTE 1
#4 BARS, EQUALLY
SPACED, 16" MAX. CENTER
TO CENTER (TYP.)
S/4
S
2"
#4 BARS, EQUALLY
SPACED, 16" MAX.
CENTER TO CENTER
2"
S/4 S/4
S+S/2
COMMERCIAL CONCRETE
ANCHOR BOLTS, EQUALLY
SPACED, 24" MAX. CENTER TO
CENTER (TYP.), SEE NOTE 3
6"
2"
FILL SLOPE,
VARIABLE
24" SPLICE
6"
3"
24"
VARIES,
SEE NOTE 1
#4 BARS, EQUALLY
SPACED, 16" MAX. CENTER
TO CENTER (TYP.)
D/4
2"
#4 BARS, EQUALLY
SPACED, 16" MAX.
CENTER TO CENTER
2"
D/4 D/4
D+D/2
COMMERCIAL CONCRETE
ANCHOR BOLTS, EQUALLY
SPACED, 24" MAX. CENTER TO
CENTER (TYP.), SEE NOTE 3
D
6"
2"
FILL SLOPE,
VARIABLE
24" SPLICE
6"
3"
24"
VARIES,
SEE NOTE 1
#4 BARS, EQUALLY
SPACED, 16" MAX. CENTER
TO CENTER (TYP.)
D/4
2"
#4 BARS, EQUALLY
SPACED, 16" MAX.
CENTER TO CENTER
2"
D/4 D/4
D+D/2
COMMERCIAL CONCRETE
ANCHOR BOLTS, EQUALLY
SPACED, 24" MAX. CENTER TO
CENTER (TYP.), SEE NOTE 3
D
2 1/2"
6"
3/4" BOLT
FILL SLOPE
ANCHOR BOLT (TYP.),
SEE DETAIL AND NOTE 3
PIPE
6"
D+D/2 OR S+S/2AAA
HEADWALLS FOR CULVERT PIPE AND
UNDERPASS
STD. PLAN - 222.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGregg Zimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT