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BOND
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COMPACTED SUBGRADE
EXPANSION JOINT -TYPE "A"
NO SCALE
1,PREMOLDED JOINT FILLER
�6' #53 CRUSHED STONE
COMPACTED SUBGRADE
EXPANSION JOINT-TYPE "B "
NO SCALE
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PA i N' AND 01L ONE END r)F I" D A.
SMOOT" DOWE; BAP �' - 6" LONG ORMED TIE BAR 30 LONG
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JOINT SEALER -JOINT SEALER
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1 GROOVE MAY B
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PAINT AND OIL ONE END OF 1" DIA.
SMOOTH DOWEL BAR 1' 6" LONG
ON 12' CENTERS
JOINT SEALER-4i //- GROOVE MAY BE
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TRANSVERSE
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TYPE "G % HINGED
LONGITUDINAL
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GROOVE MAY BE
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16" a53 CRUSHED STONE
COMPACTED SUBGRADE
TYPE "H ". DUMMY
TRANSVERSE OR LONGITUDINAL
LONGITUDINAL LAP
6 MINIMUM
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14" MINIMUM 6" T1�PICAL
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TRANSVERSE JOINT
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PAVEMENT REINFORCEMENT
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REINFORCEMENT TO BE FLA ED IN THE AREAS
DENOTED BY THE SYMBOL WF
C UCRETE —
TYPE OINT
LONGITUDINAL JOINT
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COUCRETE LASE FOR PIPS SIZE ANA
INVERT
DIZAI NAGE STRUCTLI R� -TYPE IIY11
NO S LALE
SEE PLAN
4" CONCRETE
WWF 6 X 6 - WI.4 X WI.4
IL t
i 4" SAND
COMPACTED SUBGRADE
SECTION
NO SCALE C _ 3
2#4 WWF 6 x 6 -WI.4 X WI.4
CONTINUOUS
ao 12
4" SAND
6" #53 CRUSHED STONE
COMPACTED SUBGRADE
SECTION 'A'
4, 4 ,
COLIC RE
PbVEMEIU
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TOOLED EDGES
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FINISH GRADE
OR SIDEWALK
PAVNG
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• (CONTINUOUS)
'I 7
6" *53 CRUSHED STONE
COMPACTED SUBGRADE
SECTION 2
NO SCALE C _ 3
66OVES AT 03-761. Y
'A' '
DETAIL
NO SCALE
FluIsN
I- PtAPACTF-D SU5C42ADE
SECTION 4
NO SCALE G_ 3
PAVEMENT
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F-t/2" 6rnA MOUS SU IFACE COURSE
�•2 -1/2" BITUMINOUS 614" COURSE
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� I53 CAUSINFD STOW
S" *2 • I4 MOM STONE
COMPACTED SUBGRADE
SECTION s
NO SCALE
PAVEMEAJT
P1PF_ SLEEYE
PERZMD PIPE
IRE K ( SEE PL4j FOR 1 weltT
EuEVATioM,)
5 I -PROFILE
SECTION •
NO SCALE
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EARTH BACK 'LL WISH GRADE
IN GRASSED AREAS %
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No. C -3
6/14/85 ISSUED FOR BID PACKAGE RMS
REV. DATE ISSUE /REVISION RECORD APPROVED Q F 3
///
'
//
�'��.9
W -
0
O M C r >
n co (O
No. C -3
6/14/85 ISSUED FOR BID PACKAGE RMS
REV. DATE ISSUE /REVISION RECORD APPROVED Q F 3