Review of Environmental Factors - Camden Valley Way Upgrade and Liz Kernohan Drive Extension (Final) - Flipbook - Page 343
150 200
200
850
350
850
200
PLINTH BEYOND
350
N12-150 STARTER BARS
N12-150 BOTH WAYS,
50 COVER TO TREADS
850
N12-150
STARTER BARS
CJ
CJ
CJ
CJ
270
800
350
N12-150 TOP, 50
COVER BOTH WAYS
3-L11TM
N12-150 TOP, 50
COVER BOTH WAYS
270
CJ
CJ
CJ
3800
500
3-L11TM
850
200
850
350
850
2600
3-L11TM
SL102 MESH TOP, 50 COVER
POLYSTYRENE VOID FORMER CUT
TO SUIT, 200MIN WALL THICKNESS
FORM VOIDS WITH 500x850x800
HIGH POLYSTYRENE BLOCKS
FORM VOIDS WITH 500x850x800
HIGH POLYSTYRENE BLOCKS
350
350
2-L11TM
3-L11TM
3-L11TM
2-L11TM
2000
300
300
500
3-L11TM
350
SECTION
1
SCALE 1:20
350
-
1200
FOOTING PLAN
150 200
SCALE 1:20
FOOTING 200 THICK
REINFORCE WITH SL102 MESH TOP THROUGHOUT , 50 COVER
FOOTING TO BEAR ON WELL COMPACTED BASE COURSE OF EXISTING PAVEMENT
850
200
850
200 150
N12-150 BOTH
WAYS, CENTRAL
DENOTES POLYSTYRENE BLOCKS ABOVE SLAB BASE
1200
DENOTES FULL DEPTH VOID FOR ELECTRICAL SERVICES
1080
2300
200
850
VOID
200
850
VOID
200
CJ
CJ
CJ
CJ
N12-150 BOTH
WAYS, CENTRAL
N12-150
STARTER BARS
CJ
0
2000
200
500
CJ
200 200
850
850
200
350
850
N12-150 TOP, 50
COVER BOTH WAYS
1200
2600
2300
200
N12-150
STARTER BARS
CJ
CJ
CJ
