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Approved Plan - OPW22-0133
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Plans and drawings
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Log in to see the plans as drawn A1 THESE DESIGNS, DRAWINGS AND SPECIFICATIONS ARE
COPYRIGHT AND THE PROPERTY OF SCP CONSULTING AND
MUST NOT BE USED, REPRODUCED OR COPIED WHOLLY OR
PAVEMENT LEGEND IN PART WITHOUT THE WRITTEN PERMISSION OF SCP
CONSULTING
PAVEMENT TYPE 1
CONCRETE DRIVEWAY
N
125mm THICK 32 MPa CONCRETE WITH
DESIGN FINISHED SURFACE LEVEL
SL72 MESH CENTRAL.
CONCRETE PAVEMENT IN
20 91
ACCORDANCE WITH CIVIL SPECIFICATION
50mm SAND BUNDING LAYER
130
8 5
COMPACTED SUBGRADE TO 98% SMDD
C P
-
APPROVED PLAN
OPW22/0133
PL Elect Buoy
KT & Channel '35"
155°47 NOOSA COUNCIL
28 OCTOBER 2022
M Meter
30·52
EU/G
KKerb
Water
C
KL
CB
W
W (B)
33%
W (B)
Falls
ll
g Wa
·59
RL28
Ridge
i n
Bitumen
a i n
W (B)
33%
r Ret
2091
e
Hous
'10"
Falls
e
Sleep
129
5
imber
7
8
P
4
24·34
W (B)
COCONUT GROVE
P
P
STE
5
KCT
Floor L24·56
EXISTING RESIDENCE
CB
KL
Two s RL22·03
STE
°
C
K
1
T
FFL 22.03
24
e y
R
to r
PROVIDE 125x75x3 GALVANISED RHS
W (B)
Floor
KERB OUTLET PIPE AT IL 19.18 IN
ACCORDANCE WITH COUNCIL
21·96
21·84
74°54'25"
REQUIREMENTS
7
17·529
SAWCUT ROAD PAVEMENT 500m
7
FROM LIP OF EXISTING KERB & GUTTER
·
RL27
W (B)
0.5m
WATER SERVICE LEVELS TO BE
CONFIRMED PRIOR TO CONSTRUCTION
14%
8·29
P
Falls
all
Roof
P
STE
CBof
REINSTATE EXISTING NATURE STRIP
STE
ing W
KCT
KL
02 E19.39 TO EDGE OF PROPOSED DRIVEWAY
36%
RL2
K
SW
Falls
P19.44
W (B)
03-0001
36%
P19.73
Falls
Retain
Ridge
E20.12
P19.92
FLR
21·80
Rock
W (B)
3.50m
CB
01
File Path.: K:\B220008 3 COCONUT DRIVE CASTAWAYS BEACH\07. CIVIL\BIM\DRAWINGS\B220008-C-02-0001.DWG - C-02-0001-DRIVEWAY SKETCH-A - DATE PRINTED: 19/09/2022 4:30:40 PM
KTC
KL
21·67
03-0001
P19.82
K
FH
E19.81
P21.73
21·70
P20.12 E21.76
0.5m
PROPOSED GARAGE
Emt C 91
P20.31 E21.48
EXISTING UTILITY VALVE TO E21.65
CB
P21.16
FFL 21.73
20
BE LOWERED FROM ABOVE
e
PAV
)
nc
W (B
TO BELOW GROUND.
ce
eway
CP85
C
KL
127
n
T
e
Fe
rown
SUBJECT TO UNITY WATER
K
TVKT K
F
r
21·38
PAV 20·85
CONFIRMATION
be
r
5"
be
°45703
PAV
v
DEMOLISH AND REMOVE ALL Tim e
dg
te Dri
5
CB C
m
E
'
ber Fence
PAV
VEGETATION ENCROACHING IN
i
en
KA
4 5·
21·58
T
)
P21.73
W (B
PROPOSED DRIVEWAY d
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