Original source · versioned page text
6 Bottlebrush Avenue -Noosa central. Minor change application design docs issue 1 291124
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
drain
NOTE :
SW
REMOVE LID FROM EXISTING
EXISTING CARPARK LEVELS ARE TO FIELD PIT AND SEAL WITH A
REMAIN. ALL NEW WORK IS TO BE COVER PRIOR TO POURING
24 . 5
SW
BLENDED SMOOTHLY TO THE NEW SLAB. ENSURE EXISTING
0
EXISTING WORK AND MADE GOOD. PIPE IS PROTECTED DURING
WORKS.
SW
0
26 . 0
50
NEW 600 x 600 FIELD NEW ASPHALT RAMP TO
SW
.
25
PIT CONSTRUCTED CONCRETE CROSSING.
OVER EXISTING Ø375 NEW CONCRETE
SW
R.C. PIPE CROSSING TO MATCH
SL 27.260 EXISTING CONCRETE
IL 26.300 (IN) FORECOURT LEVELS.
SW
2 0 IL 26.250 (OUT)
.2
27 INVERTS TO BE
G
CHECKED ON SITE IN EL
SW
05 ST EV
1:40 MAX. ACROSS
ONCE EXISTING PIPE 0 .4 26 .50 I
80 42 NEW ASPHALT RAMP TO
27
PARKING BAY
EQUITABLE
.2 27
. 27 EX E L
.3
HAS BEEN UNCOVERED CONCRETE CROSSING.
27 CH RET G
90
SW
27
0
27
20 21 T IN L
.3
. 25 7. A
M ONC IST VE
27
27
35
.2 2 E
27
.4
.2
C X
E EL
SW
0 27 . 00
27
00
6
3
27
27
0
5 80 H T
27
in .2 5 1:40 MAX. ACROSS
27
27
.2
ra 2 2 C E
27
.3
.2
.2 .2 .2 EQUITABLE
AT R
.2
70
.3
D
.3
27 27
90
27 M ONC
00
WALKWAY IN EACH
00
27 ng NEW ASPHALT SURFACE
80
20
i DIRECTION PLUS A
SW
. 50 ist
NEW KERB B2.
MINIMUM OF 600mm
Ex EACH SIDE OF C
NEW ASPHALT SURFACE NEW ASPHALT SURFACE 27 G
60
WALKWAY.TYPICAL
. 25
.1 0 IN EL
27
0 ST EV
SW
27
27 19 EXISTING Ø375 .2
1 60 5 60 EXISTING Ø450 I
7. EXISTING Ø375 .3 34 t
.2
20 .2 Pi
.3
50 Pi
t
27 27 27. 27 Pi
t EX E L
60
50 .2 2 R.C. PIPE
60
R.C. PIPE d
.6 .2 27 0 eld
R.C. PIPE
el
d
Fi
el 20 CH RET
27 .4
SW SW SW SW
Fi
SW SW SW
27 21 Fi
SW
SW SW SW
SW SW SW SW SW SW SW SW SW
g SW 7 T
7. ing 6 ) g
50 t in 12 n) B B2
. 2 A
M ONC
27
2 in 2 ) is . (i t) KER 27 . 50
ist .1 (in t) NEW CONCRETE ist .1 (in t) .1 Ex L 27 .92 (ou
.3
Ex L 27 .43 (ou Ex L 27 .03 (ou NEW C
CROSSING. ENSURE 27
7
S 25 .87
SW
0
. S 26 .37 S 26 .98
SURFACE FALLS AWAY IL 25
B2 IL 26 1:40 MAX. ACROSS
IL 25 IL
NEW KERB B2.
NEW
27 B IL FROM BUILDING LINE EQUITABLE
IL
. 75 ER
PARKING BAY IN
transformer
00
SW
TOWARDS FIELD PITS.
27
40 W K EACH DIRECTION.
27 . 75
27
0
.3 .3 30
TYPICAL
40 40 00 00 See the original
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