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i ADJUST SAW CUT
SPACING ALIGNMENT
TO PROVIDE CRACK
cONTROLAT
RE-ENTRANT CORNERS
TYPICAL 15'-0" OC
JOINT SPACING
i
BUILDING
FOUNDATION
TYPICAL CRACK CONTROL
JOINT ALIGNMENT EXAMPLE
SAW CUT OR
CONSTRUCTION JOINT
BOND
BREAKER
INLET OR MANHOLE
STRUCTURE BELOW
I
1
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ry E
___________ ryo o _____________
L
SAWCUTOR
_ CONSTRUCTION JOINT
INLET OR MANHOLE
CAST IN RIGID PAVEMENT
CONCRETE PAVING
BOND BREAKER 1/4" RECESS
SEE NOTE BELOW
INLET OR
D D D D D D MANHOLE
.4 4
(BY OTHERS
D D D• D, D, D� D
4:1 TAPER TO MEET J J�-
STRUCTURE s j
i
NOTE: BOND BREAKER SHALL BE COMPOSED OF PLASTIC
SHEET, BUILDING PAPER OR OTHER APPROVED
MATERIAL THAT PREVENTS BONDING
SECTION 2
S00012
O6
L.-
CONSTRUCTION JOINT
BOND
BREAKER
INLET OR MANHOLE
STRUCTURE BELOW
A'V�-ti
N
SITE SURFACING
MAX SLOPE .� 10
MATCH
EXISTING
GRADE
OUTLINE OF FILL
CONDITION
SAW CUT OR L
CONSTRUCTION JOINT
COM
SEE
SITE SURFACI
MAXSLOPE
3
�•
MATCH
EXISTING
GRADE '
___ ----------------------
OUTLINE OF F
CONDITION
SAW CUT 1/4' x 1 3
JOINT SEALED WIT
PECORA GC-2 OR
APPROVED EQUAL
SYNTHETIC JOINT
, D () � 3 (_K
WON
#5 @ 12- SPACING 30'
LONG CENTERED ON
JOINT @ MID DEPTH
TYPICAL FLEXIBLE TO RIGID
PAVEMENT TRANSITION DETAIL
A B C
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