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RFI - Stormwater Management Plan
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5 ROOMS
1:2 ND
| |
00
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PROPERTY
Q100 FREEBOARD
PROPERTY
(TYP)
BOUNDAY
BOUNDAY
|
|
LA
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75mm MIN
| |
| |
3.40m WIDE OVERLAND FLOW PATH
ER
SANDSTONE BLOCK BASE OF
| |
RETAINING WALL EXISTING PMT FULL Q100 FLOW THRU
|
EXISTING FOOTPATH/GARDEN
|
WEIR 1.59m3/s (430mm)
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OV
APPROX.RL13.0 (APPROX ExRL12.6) TO BE
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WL12.90
RECONSTRUCTED
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RL13.50
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WEIR
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RL12.47
|
|
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W
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600 HIGH x 300 WIDE
W
600 HIGH x 300 WIDE
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2.5%
SANDSTONE BLOCK
Ø600
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RL13.45 SANDSTONE BLOCK
GAP FLOW (Q10 TO Q100) RETAINING WALL
|
RETAINING WALL
W
|
W
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NEW CROSSOVER EACH SIDE THRU WEIR 0.552m3/s EACH SIDE
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> RL13.5 & DRVIEWAY
SUITE (213mm) = WL12.683
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W
RL13.35
>
| |
W
EXISTING Ø300 STW PIPE TO
5.0%
W
> SECTION
|
> > > > > >>>
A BE UPGRADED TO Ø600 PIPE
> >
GRATE SCALE 1:25 A1 SMP03 (Q10)
>
W
> > > > > >>
RL13.3 RL13.4
8
W
> > >
1
5.0% VERGE/FOOTPATHS TO BE
D
>
S
RECONSTRUCTED
ExRL13.109
PROPERTY BOUNDAY
PROPERTY BOUNDAY
W
D
ExRL13.44
>
AN
D RL13.09
>
EXISTING EXISTING PAD MOUNT
S
>>
E T
NEW GRATED PIT IN D
TRANSFORMER
GRASSED
N EN
ROADSIDE SWALE 4.0m WIDE OVERLAND FLOW PATH
SWALE Ø60 ExRL12.84 FFL13.00m
0
EXISTING
W
D
>> >
EXISTING FOOTPATH/TURFED
ZO EM
FULL Q100 FLOW THRU VERGE TO BE
TREE
CHANNEL 1.59m3/s RECONSTRUCTED
S
N G
D (115mm)
O A
BASE OF PMT
TI AN
D RL13.0
W
EXISTING CONCRETE
VA M
S
WEIR ExTW13.23 FOOTPATH TO BE
ExRL12.262 RL12.47 RECONSTRUCTED GAP FLOW (Q10 TO Q100)
R AL
ExRL12.679
ExRL12.59 ExRL12.51 THRU CHANNEL
D
SE T
0.552m3/s (64mm)
EXISTING Ø375 PIPE TO EXISTING Ø300 STW PIPE TO
N N
APPROX EXTENT OF BE UPGRADED TO Ø600 BE UPGRADED TO Ø600 PIPE
S
W
O E
Q100 PONDING (FULL D (Q10) (Q10)
C NM
8
SYSTEM BLOCKAGE 1 RL12.78
ASSUMED)
NEW GRATED PIT 900x900.
SECTION
O
D Ø60 B
0
R
S
SCALE 1:25 A1 SMP03
FLO RLAN E
H
WP D
VI
OV WID
AT
ATH
W
W
D
WP
S
5
08
3.4m
EN
13.
13.
FLO
E
RL
W
RL
S
AND
P03
A D
EXISTING
S
S
ERL
W VERGE/FOOTPATHS TO BE SM
NEW SANDSTONE
LOWERED/REPROFILED TO TREE
OV
.70
S BLOCK RETAINING WALL
W
SUIT OVERLAND FLOW D
4m
S
70 13
W
13. RL
PATH LEVELS
33
13.
S
S
RL
S
RL
W S D
9
S EXISTING Ø375 PIPE TO
W
1
50
TH
BE UPGRADED TO Ø600
W
S D
13.
P03
B
PA
S (Q10)
RL
S
OT
SM
FO
50
S
TE
S
13.
S
RE
RL
NC
D Ø60
0
CO
RL S
60
13.
ING
13.
47
RL
IST
RL
13
EX
.44 D
55
13.
1 T
RL
OU
RL
13.
65
0
.55
6
13.
D
13
RL
RL
RL
RL 13.
13. 65
40 RECONSTRUCT
EXISTING OUTLET
RL TO SUIT Ø600 PIPE
60
13.
4
13.
0
RL
0 2 4 6 8 10
SCALE 1:100 (A1), 1:200 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 DRAINAGE LAYOUT - CUL DE SAC
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-23-SMP03 A 3 of
STEVEN HARRISON
Email: [email protected]
A 10/07/2023 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-23-SMP03 culdesac layout.dwg - DATE : 10/7/23 - 12:52pm - XREF's: X-LANDSCAPE UPPER; X-BASE; X-SURVEY; X-ARCH 3 ground; X-ARCH 1 basement; X-ARCH 2 lower ground; X-ARCH 4 level01; H-Approved-SH; H-Checked-SH Council Ref:
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