Council archive · source document
Approved Plan OPW20-0127 · OPW20/0127
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CULVERT SETOUT CO-ORDINATES LEGEND EXISTING LEGEND
DRIVEWAY CENTER LINE
Chainage Easting Northing Bearing POINT COORDINATES PROPOSED DRIVEWAY SW SW EXISTING STORMWATER
Pt Level
No. EAST NORTH RE-CONSTRUCTION S S EXISTING SEWER MAIN
IP1 0 1974.209 6941.266 14 NOTE: NOTE: RL13.802 PROPOSED LEVEL
1 1979.53 6941.447 W W EXISTING WATERMAIN
· EXISTING WATER SERVICE IN REFER TO DWG R03 FOR
IP2 2.839 1977.034 6940.981 13.81 2 1981.765 6941.101 CONDUITS TO BE LOWERED. DATUM POINT COORDINATES EXRL 13.526 EXISTING LEVEL E E EXISTING ELECTRICITY - UNDERGROUND
3 CLEARANCE BETWEEN CULVERT EXISTING TELECOMMUNICATION
IP3 7.691 1981.841 6940.326 13.81 1981.796 6941.299 EXISTING SURVEY TREE LEVEL T T
BASE AND TOP OF PIPE 150mm
4 1983.286 6941.068 MIN EXISTING WATER SERVICE EXISTING TREE
IP4 10.686 1984.822 6940.037 13.81 WOL 13.413
· ELECTRICITY SERVICE TO BE NOTE: OBVERT LEVEL
5 1982.919 6938.696 NATURAL SURFACE CONTOURS
IP5 12.928 1987.063 6940.083 13.846 CLEAR 500mm MIN FROM CONTRACTOR TO PROVIDE
6 1981.428 6938.927 WATER SERVICE CONDUIT EROSION AND SEDIMENT EXISTING TELSTRA SERVICE
TOL 12.413
IP6 15.799 1989.934 6940.14 13.98 7 1981.398 6938.729 · TELECOMMUNICATION SERVICE MEASUREMENTS & TEMPORARY OBVERT LEVEL
TO BE CLEAR 300mm MIN FROM FLOW DIVERSION PUMP AROUND
8 1979.163 6939.075 EXISTING ELECTRICITY SERVICE
WATER SERVICE CONDUIT SITE OF WORKS EOL 12.413
OBVERT LEVEL
PROPOSED POOL FENCE
-
PROPOSED POOL FENCE WITH FLAP
NOOSA COUNCIL
APPROVED PLAN X SFX PROPOSED SEDIMENT FENCING
OPW20/0127 7 SEP 2020 EX
TEMPORARY ROCK CHECK DAMS
IST
ING
DR
AIN
S
· EXIL 13.10
EXISTING VEGETATION
TO REMAIN S
A
R05
S
PROVIDE SEDIMENT FENCES · EXIL 13.12 SAW CUT EXISTING
SAW CUT EXISTING S
FOR CLEAN WATER DIVERSION - TYPICAL EXISTING DRIVEWAY TO CONCRETE
S CONCRETE
S BE RE-CONSTRUCTED S
S ·EXRL 13.25 · EXRL 13.25 MIN LEVEL RL13.80
C
R05
S
0
3.8
S 6 S
9 1
S
X RL1 66 01 3.6
X X SF X .80 13. 02 3.52
6
3.8 RL 1 X X X
S 13 L 3.8 1
1 X
X X RL EX
R
EXRL 13.29 1 R L RLXEX X XS EX
S X X · RL EX EXRL 13.30
X X RL
13.
X X X · X 83
X X X X S
EXISTING CARPORT
S S S
S S
S S
0.6m S S 6
.97
S S
1 4 12
0.5%
.02 PROPOSED 5/600 x 300
0
93 3
2.5 13 3 OL
.81 3.8
W 1 1 64 W RCBC USIL13.25
OL
5
W
OL 13 1 2 7 12. 09
.35
W W
.11 L
E T
E W E B L
RL EXR E
W .9 DSIL13.23 W W W
12
E W
T W E
W ER0
W 13 EO W 12 W T
L
T E W W L W E
EO
OL E
T T 5 · E E W E W (REFER TO R05 FOR W T W
EO
T W E E E E E W E
T W W W 4 E TW W E
T W W
9
7.03% T W E DETAILS) T
5
E
.42
T T T T E E E T E
T T
.78 E
13
T T
3
T 8 T T T T E
1.2m
T T
.41
T E
.42 12
OL
E
.81 7 26
13
12 L
W
4 .9
6 TO
OL
13 .67 2.2 OL 12
.98
W
RL L 13 1
8
T OL
15
L 13
10
0.5%
TO T
EXISTING EX
R RL
CONCRETE 8 0 EX B
DRIVEWA .81 3.5
2.4m
Y 13 RL 1 R05
1
L
R X 3.8 84 .81 1
E 1 .6 13 3.8
RL L 13 RL RL 1
18 XR EX 4.66%
3.8 18 91
E
1.2m
1
RL 1 1 3.8 3.6
RL XRL
E 8
6
19 96 EXISTING CONCRETE DRIVEWAY
7 1 3.8 13.5
RL XRL 9
E 5 . 7 81 06
13 13.
EXIL 13.35 · RL XRL
R05
C
·
EXIL 13.34 E
EXISTING WATER
13.81
SERVICE TO BE EXRL
LOWERED RAIN MAY CAUSE
· EXIL 13.34
· EXIL 13.35
FLOOD WATERS TO RISE
(MIN CLEARANCE WITH KEEP OFF THE FENCED
AREA DURING HEAVY RAIN
· EXRL 13.88
BOX BASE 150mm)
A
R05
13.79
EXRL · EXRL 13.88
EXI
· EXRL 13.971
STIN
13.81
GC
PROVIDE TEMPORARY ROCK CHECK DAMS; EXRL
ONC
REFER TO R06 FOR DETAILS - TYPICAL
RET
ED
CAUTION -
RAI
EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE
N
EXACT LOCATION OF ALL EXISTING SERVICES IN THE VICINITY
· EXIL 13.36 OF THE PROPOSED WORKS PRIOR TO THE START OF ANY
CONSTRUCTION. THE COST OF ANY RECTIFICATION WORKS
· EXIL 13.37
DUE TO DAMAGE TO EXISTING SERVICES SHALL BE BORNE BY
THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED CULVERT CONSTRUCTION 1443
A 14/07/2020 FOR APPROVAL LN DK 20 MITTI STREET, NOOSA HEADS
B 20/07/2020 EXISTING SERVICES AMENDED LN DK DATUM AHD SHEET: 4 OF 6
0 0.5 1.0 1.5 2.0 2.5m FOR P LOXTON & S TRITTON
C 23-07-20 MINOR CHANGES LN DK DESIGN LN ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN LN DANIEL KENNA
SCALE 1:50 A3 CULVERT DETAILS - SHEET 1 OF 2
DESIGN CHECK DK (RPEQ 15522) p 07 5443 8285 R04 C
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 14/07/2020 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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