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RFI - Appendix C- Civil Engineering Plans · MCU22/0140
Plans and drawings: the text below has words only, no drawings.
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
LEGEND
NOTE: SAW CUTS TO CONCRETE
WITHIN 6-12 HRS AFTER PLACEMENT. PROVIDE N12 PERIMETER MARK DESCRIPTION
BAR TYPICAL. CORNER SLAB MESH AS SPEC'D 40 PROPOSED BUILDING
N
DANLEY KEYJOINT WITH RIPA STRIP. SLAB MESH AS SPEC'D. BARS WITH 600 LAPS COVER TYPICAL
PROVIDE DEPTH/3 SAW CUT FILL WITH GALV. R16 DOWELS 400 LONG @ 450 CRS TERMINATE MESH PROPOSED DRIVEWAY/CARPARK
APPROVED FLEXIBLE SEALANT. SLAB MESH AS SPEC'D. 50mm FROM JOINT FALL 50mm IN
FIRST 1m TYP. PROPOSED CROSSOVER
PROPOSED RETAINING WALL
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
350
200 - 400 MAX
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
CJ EXISTING BOUNDARY
SAND BED WITH
SJ CUT EVERY SECOND WIRE OF
SAND BED WITH DOWELS IN CENTRE EXISTING COMMUNICATIONS
DPM OVER OF SLAB TYP.
DPM OVER MESH IN LINE WITH JOINT.
CONTROL JOINT DETAILS TYPICAL EDGE THICKENING DETAILS W EXISTING WATER MAIN
SLAB CUT JOINT DETAILS SCALE 1:10 SCALE 1:20
S EXISTING GRAVITY SEWER
EXISTING OVERHEAD POWER
SCALE 1:10 CEMSET GALV. R16
E(OH)
DANLEY KEYJOINT WITH RIPA STRIP. EXISTING UNDERGROUND POWER
DOWELS 400 LONG @ 450
BETWEEN EXISTING AND NEW. CRS INTO EXISTING SLAB + 23.750 EXISTING SURFACE LEVEL
PAVEMENT DETAILS EXISTING SLAB CONTROL JOINT
MATERIAL TYPE CBR (soaked) MIN COMPACTION SLAB CUT JOINT
175mm CONCRETE - SL72 MESH 32MPa - -
NEW KERB
SUBBASE COURSE 2.4 35 98% RDD (MDD)
LOWER SUBBASE 2.5 15 -
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY DOWEL SLEEVE
GEOTECHNICAL ENGINEER.
PROVIDE 3/N12 TRIMMERS 2400 LONG AT RE-ENTRANT CORNERS TYPICAL, 50mm SAND BED WITH
MIN COVER TO PAVEMENT EDGE. DPM OVER
40mm MIN COVER TO CONCRETE MESH REINFORCING U.N.O. CONNECTION TO EXISTING
SW
W
106.13
106.26 106.26
2
106.55
SW
+ 106.36
10
+ 106.50
+ 106.70
6.3
+ 106.65
5
O
106.25
10
Telstra E(
rn
6.2
3
4
106.39
a
106.13
8 Power Pole
S
EXISTING CROSSOVER TO BE REMOVED. // 106.36 106.42
W
//
// // // 106.52
# 60355
//
106.20SW
// 106.57// // //
REINSTATE WITH B1 TYPE KERB AS PER 106.72 // // // // 106.65 //
Access
SW SW SW SW SW SW SW 106.75 //
106.60
10
OH
SW SW
6.4
IPWEAQ STD DRG RS-080
SW SW
)
6
106.79
2.00
106.22
S
REPLACE EXISTING STORMWATER
W
E(
M1 TYPE KERB ONLY
//
O
SW
H)
SW 10
GULLY AND LINTEL WITH NEW KERB SW
6.75
106.27 106.27
INLET PIT AND LINTEL AS PER IPWEAQ
10
6.5
106.58
E(
7
10
STD DRGS DS-060 & DS-061
OH
10
106.65
10
6.4
S
10
6.7
6.6
)
SW
9
W
6.3
0
7
106.29 106.30
9
// 106.83
3.0%
10
Hyd
O
NEW CROSSOVER TO
Gully
3.0%
SW
LIP106.16 +
6.7
H
10
rn
E(
6.3
8
CONNECT TO EXISTING
OH
a
5
IPWEAQ STD DRGS.
RL 107.25
Floor Level
)
106.16
106.52
CONCRETE PAVEMENT.AND
OPAL LANE
106.29
RS-049 & RS-050
S
1.80
W
MATCH INTO EXISTING LEVELS
E(
10
FFL 106.60
RL 107.30
Floor Level 106.64
1.80
10
OH
6.8
//
SW
6.7
6.0
9
)
7
FFL 107.60
6.0
10
E(
OH
6.
S
RUBY STREET
75
)
W
LIP106.19 +
10
10
106.99
//
6.5
SW
6.9
106.78
E(
7
2
OH
10
6
.64
)
10
10
106.32
10
6.5
6.9
O/H Conn
10
6.3
3
7
S
NEW CROSSOVER TO
7.0
9
W
0
O
E(
3.0%
rn
3.0%
OH
IPWEAQ STD DRGS.
a
O
106.69
Meter
)
106.82
//
rn
SW
W
RS-049 & RS-050
a
SW
5.50
10
10
107.07
6.7
S
6.7
W
6
8
5
106.23
SW
106.56 106.65
106.75
2.75
106.86
//
10
SW SW SW
SW
10
6.9
10
10
Hedge
6.9
107
9
7.0
6.5
106.36 106.38 SW
106.23 106.24
7
106.90 .00
10
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