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Approved Plan - OPW22-0133
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Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
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
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PAV
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W (B
TO BELOW GROUND.
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CP85
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KL
127
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rown
SUBJECT TO UNITY WATER
K
TVKT K
F
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21·38
PAV 20·85
CONFIRMATION
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5"
be
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PAV
v
DEMOLISH AND REMOVE ALL Tim e
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te Dri
5
CB C
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PAV
VEGETATION ENCROACHING IN
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PROPOSED DRIVEWAY d
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Full text of the other 3 sections
Section 2
P
a r
20·68 PAV
e
4
INSTALL 100W GRATED DRAIN
kG
r
c
c
Ro
TV
C
AT BOUNDARY
KL
n
ay
PAV
'05"
PAV
KA
A ISSUED FOR APPROVAL
K
19.09.2022
o
TK
0°14 02 w
ive
P
C
Rev Revision Description Date
PAV
r
21·3Tim
E21.26 ·0 dD
20·78 AV
)
14·7 Fence
PAV
CB
W (B
13 '20"
4
PAV
e
AV
P21.11 v
PAV
r
Pa
P
e
PT
Timb
°50
PAV
K
TK
4
20·81
KT
dge
PAV
P21.32TK
31
PAV
nE
PAV
PAV
arde E21.27 7·38
KKL
KTC
PAV
kG
PAV
MB
)
Roc
W (B
E21.27
5"
PAV
337°32'1
PAV
PAV
PAV
PAV
20·80 PAV
$SHCK
CB
y
vewa
PAV
i
PAV
r
C
d D
Pave PAV
TBMP- A7V9
Nail
PAV
PAV
PARVL20·
Client
PAV
8.20m 5.65m 6.50m MR SAM ARKINS
20·78
KL
KKTC
PAV
DR
PAV
l
ne
Project
2018
3 COCONUT GROVE
an
PAV
Ch
CASTAWAYS BEACH
4
&
8
rb
H
Title
Ke
9
MC
DEMOLISH EXISTING DRIVEWAY PAVEMENT GRADING PLAN
AND PROVIDE ROCK GARDEN TO MATCH
SURROUNDING LANDSCAPE
EXISTING SURFACE TO REMAIN PAVED
Scale: 0 1 2 3 4 5m
AS SHOWN 1:100
Drawn Designed Checked Approved
TP TP JC JC
Project Number Drawing Number Revision
B220008 C-02-0001 A
Section 3
A1 THESE DESIGNS, DRAWINGS AND SPECIFICATIONS ARE
COPYRIGHT AND THE PROPERTY OF SCP CONSULTING AND
MUST NOT BE USED, REPRODUCED OR COPIED WHOLLY OR
IN PART WITHOUT THE WRITTEN PERMISSION OF SCP
CONSULTING
GARAGE
PROPERTY KERB LINE
COCONUT GROVE
BOUNDARY (NOM.)
FOOTPATH
-
APPROVED PLAN
OPW22/0133
NOOSA COUNCIL
28 OCTOBER 2022
6.2% 9.0% 12.5% 2.5% 12.5% 1.0%
Datum 19.00
DESIGN LEVEL
21.73
21.11
20.30
20.11
20.04
20.00
19.81
-
-
-
EXISTING LEVEL
21.43
21.26
20.77
20.40
20.20
20.04
19.83
19.77
19.79
19.83
CUT/FILL DEPTH
-0.05
-0.47
-0.29
-0.16
-0.04
-0.02
0.33
-
-
-
CHAINAGE
24.84
14.41
-0.24
-4.24
5.44
3.94
3.35
0.34
0.00
1.84
DRIVEWAY LONG SECTION (1)
SCALE 1:50
5.2
0.95 3.05
B99 Vert Clearance (2004)
Overall Length 5.200m
Overall Width 1.940m
Overall Body Height 2.200m
Min Body Ground Clearance 0.120m
Track Width 1.840m
GARAGE
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 8.000m
COCONUT GROVE A ISSUED FOR APPROVAL 19.09.2022
Rev Revision Description Date
PROPERTY KERB LINE
BOUNDARY (NOM.)
FOOTPATH
7.0% 15.0% 12.5% 2.5% 12.5% 1.0%
Datum 19.00 Client
MR SAM ARKINS
DESIGN LEVEL
21.73
21.16
19.87
19.68
19.64
19.60
19.39
-
-
-
EXISTING LEVEL Project
21.76
21.48
20.35
19.98
19.84
19.63
19.46
19.35
19.37
19.41
3 COCONUT GROVE
CASTAWAYS BEACH
CUT/FILL DEPTH
-0.03
-0.32
-0.48
-0.20
-0.20
-0.03
-0.07
Title
-
-
-
LONGITUDINAL DRIVEWAY SECTIONS
CHAINAGE
22.49
13.95
-0.24
4.24
5.35
3.85
3.53
0.30
0.00
1.99
DRIVEWAY LONG SECTION (2) Scale: 0 0.5 1 1.5 2 2.5m
SCALE 1:50 AS SHOWN 1:50
Drawn Designed Checked Approved
TP TP JC JC
Project Number Drawing Number Revision
B220008 C-03-0001 A
Section 4
A1 THESE DESIGNS, DRAWINGS AND SPECIFICATIONS ARE
COPYRIGHT AND THE PROPERTY OF SCP CONSULTING AND
MUST NOT BE USED, REPRODUCED OR COPIED WHOLLY OR
IN PART WITHOUT THE WRITTEN PERMISSION OF SCP
CONSULTING
-
APPROVED PLAN
OPW22/0133
NOOSA COUNCIL
28 OCTOBER 2022
SAWCUT TO CLEAN FUTURE CONCRETE PATH.
0.50m
REMOVAL OF BACK OF
KERB AND CHANNEL
KERB TAPER
120 30
NOMINAL KERB LINE
4.47m
R5 R20
3.44m
THIS DRAWING IS
3.50m
TO BE READ IN
CONJUNCTION SETOUT POINT AT
UNO
150
WITH RS-050. EDGE OF PAVEMENT
MIN
200 150
MIN
0.50m
'd'
1.50m 2.10m
DRIVEWAY PLAN VIEW KERB ONLY (KO)
SCALE 1:50 SCALE 1:10
NOTE:
'd' = SUBBASE THICKNESS TO MATCH DEPTH OF
PAVEMENT SUBBASE, BUT NOT LESS THAN 75
A ISSUED FOR APPROVAL 19.09.2022
Rev Revision Description Date
Client
MR SAM ARKINS
Project
3 COCONUT GROVE
CASTAWAYS BEACH
Title
COUNCIL STANDARD DETAILS
SHEET 1
Scale:
AS SHOWN
Drawn Designed Checked Approved
TP TP JC JC
Project Number Drawing Number Revision
B220008 C-03-0002 A