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A6769-24-D01 [D] Drainage Layout - Early Works
Attached to the e-mail Minor Change Application OPW25/0042.01 - DA Form 5, Civil Plans - 3 & 7 Serenity Close Noosa Heads.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
W OV 4m
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T
ExØ525
IR OW
Q1 TE 1
S
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EX L19. )
W
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EXISTING GRATED PIT TO REMAIN
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KE xRL
DRB 19.
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ST
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CH
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1
8
7.3
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2
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BOUNDARY E
EXISTING SEWER &
RL
1
W
8.9
STORMWATER TO BE TAKEN E 1
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ExPIT RL1
RL
Ex
Ex
Ex
8.8
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UP. EXISTING EASEMENTS TO 1 ExØT525
RL
RL
19
RL
RL
W
L0 01 D
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1
19
20
20
S PIT
6 m SETBACK
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9.6
4.5
BE EXTINGUISHED
.9
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1
.2
RL
| |
W D02 E
19
Ex
L0
Ex
4.52
RL
| |18
RL | |
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D01
S
RL
RL
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SE
W 5
WE 3m W
19
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W
W
IL17.02
19
RL
EI
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Section 2
19
.0
.30
RL
R
RL
19.4
.9
18
.6
D04
RL
0
10 m SETBACK L0
R E IDE
RL | |
| | 8. D
18
4.52
18
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1
.20
1
8.2
AS
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D03
L04.
| ||
EM
75
0
52
PROPOSED BATTER || 2
19
18 .50
.90
| |RL
EN | |
RL
RL
||
CH
D02
1 IN 2 MAX T | |
1 ||
18
|
34
RL
18
8
||
18
|
.9
S
W
.80
19
.1
D01 |
18
20
|
L0
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3.C
D1
W
|R
RL
||
Ex
D01
|
L1
.
D3
S
S.0
D04
1
RL
00 ||
5 D01 D01
|
9.6
7.9
S.0 34
PROPOSED RETAINING
D4
|
8
18
5
||
D05
D0
0
8
18
D2
||
W
D01
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D03
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||
|
34 D02
3
4.5m SHARED SEWER AND
STORMWATER Section 3
EASEMENT
6
34
TO STRUCTURAL | || |
||
6
| ExØ D
PROPOSED BATTER
| |60
|
|
ENGINEERS DETAILS
00
OVERLAND FLOW PATH
RL
1 IN 4 MAX
0
18
|
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Ø6
0
4m WIDE DRAINAGE
1
|
D01
(BUILDING WORKS)
9.3
S.0
FFL19.0
|
6
3
||
QUIET POOL
PROPOSED
CH140.00
RL
S
RL
CH120.00
CH60.00
CH100.00
CH80.00
18
D02
D5
CH40.00
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|
1
34
19
4 D01
7.6S
FOOTBRIDGE
L03.
|
01
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Ex
D0
|
8
PROPOSED BATTER
18
RL
Ex
| |
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RL18.25
5
18
R
RL
1 IN 2 MAX
L1
SE
D01
RL
|
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W
18
34 D01
18
4
(BUILDING
8.0
| | | | | |
||
|
FFL17.75
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1
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8.2
WEE
RL
| ||
3m LE17A. S D01
W
S
4m
RL
D02
CH L16.0 | |
|
34
RL
1
0
2
RL
| 34
WORKS)
8.9
2
xRR
| |
|
| | | | |
1
WI
1
18
WI ME 5
8.0
4b
Section 4
|
| | | | |
8.0
||
3
| |
4a
RL
4 DE
|
.00
| |
| | | | |
0
| |
0
DE D01
17
|
|
16 |
| | | | | | | | | | | | | | | | | | | | S| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | L0
0
| |
1 1 |
S 3.03
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1 1 EW
E
RL
Ex
| |
STRUCTURAL EXPANSION JOINT
D01
ER
L0
3.25
RL
RL
RL
R
RL
1
| |
0.
RL
6.1
RL
RL
D
16
EA
16
RL
17
16
RL
RL
| |
RL
17
NT
1
16
9
CH
.97
.78
S
.05
S S S S S
.85
SE
S S
6.1
S
1
17
1
> >
| |
.0
00
16
.3
6.7
7.2
RL
ME
.13
7
5
EXISTING PIT EX/10 TO BE
.2
5
0
18
6
NT
|
1
RL
.55
Ex
D01
TAKEN UP Ø600 Ø600
L0
3.04
|
IL15.986
17
IL14.992 Ø600 IL15.273 IL15.652
69
RL
FOOTBRIDGE
.25
15
D01
|
W
L0.0
PROPOSED
3a
W ExR
0
.0
| | | | | | | | |
|
3
4m WIDE OVERLAND FLOWPATH
4m WIDE OVERLAND FLOWPATH
EX1
S 0
.2
RL
RL
RL
RL
|
.5 D01
FFL18.25
17
| |
L0
17
17
17
17
3.25
EXISTING SEWER &
RL
1
S
RL The text continues on section 5.