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Site Based Stormwater Management Plan
Original PDF page 26, section 2. The text section number identifies this passage in the reader.
Plans and drawings
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1/2
FFL 120.5m BO
12
HYDRAULIC CONSULTANTS FOR DETAILS. 11
10
FFL 120.25m S
RL
600 x 600 G.I.P. UN
25Ø
PAD 120.1m
12
U 11 PAD 119.95m PAD 120.2m
DA
0.4
U 03
SL - 119.850 RL 120.5 X PROPOSED KERB AND CHANNEL
0 .3
PVC @ 0
RL RY
uP
U 12
0.2 120
0
ILin - 119.110 12 12
VC
0
RL
0.4
SW
.4 U 12
Y
0 PROPOSED RETAINING WALL (BY OTHERS)
X
ILout - 119.085 X
FFL 120.2m
@
U 04
R
12
RL 120.45 X
BOUNDA
DP
0.5
12 RL 120.2 X PAD 119.9m
1/300Ø u
FFL 120.2m 0.2 PROPOSED STORMWATER DRAINAGE
%M
0
0.1
U 12
600 x 600 G.I.P. PAD 119.9m RL 120.15 X
RL
12
IN
12
RL
SL - 119.850
SW
0.1
X
X
RL
EXISTING
FFL 120.10m
5X
RL
X
RL 120.15 X
12
ILin - 119.110
RL
12
85
0.0
X RL 119.90 PAD 119.80m
0.2
12
FFL
U 09 120.15m
19.
% MIN
H.
ILout - 119.085
0.2
1/375Ø [email protected]
P.
RL
L1
PAD 119.85m
.0
.12
X
X
RL
12
20
.10 9.60
XR
11
0.1
20
0.0
L1
12
TW119.8 20
120
12
1
5
U 05
0.1
SW
.00
BW119.0 00
X
0.1
XR
RL
1
RL
RL
5
12
RL 1
0.0
X
X
95 5 20.0 RL 120.15 X
9.97
0
X
RL
DPDP
119
12
120.0
1/375Ø uPVC .80 L 11
X RL 118.80
X
RL
X R 120.05 120
X
[email protected]% MIN .60 DP
X RL .2 X FFL 120.2m
119.40 1/450Ø uPVC
PAD 119.9m 115.20
SW
[email protected]% MIN FFL 120.2m U 05
119.20
600 x 600 G.I.P. FFL 120.05m
RL
PAD 119.9m U 06
.10
BIO FFL 120.1m PAD 119.75m
12
SL - 119.975 U 07
20
0.1
119.00
0
L1
PAD 119.8m
0X
RL119.0
8.6
ILin - 119.050 U 08
XR
0 1/225Ø uPVC
119.2101
ILout - 119.025
8.8
SW
ILtank overflow 1 [email protected]% MIN
-119.250 (375Ø) 600 x 600 G.I.P. EMERGENCY RELIEF OVERLAND FLOW
TW119.800
BW118.200
WEIR 119.35 117.80 0
BW118.3 00
SL - 119.900 THROUGH BACK OF CARPARK U05 & U06
00
40
117.20 116.80 5.0
TW119.8
117.11 ILin - 119.360 6.00
116.8
6.4
6.6
6.2 11
PROPOSED 1/225Ø uPVC 7.00
DETENTION [email protected]% MIN 116.60 ILout - 119.335
REFER TO 2123-R07
SW
RY
EXISTING BOUNDA
SW
FOR DETAILS.
c:\users\kurt\desktop\2123 taylor court cooroy\acad\2123 opw set.dwg
DRAINAGE
RESERVE NOTE:
REFER ARCHITECTURAL DRAWINGS FOR
FINAL BUILDING FOOTPRINTS AND FLOOR
PLANS TO PROPOSED DEVELOPMENT.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT 2123
A 15-12-2021 FOR APPROVAL KE DB LOT 4 TAYLOR COURT, COOROY
DATUM AHD SHEET: 6 OF 10
0 5.0 10 15 20 25m MAROOLINGAR P/L ATF TWENTY20 UT
DESIGN KE
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN KE Director: CAMERON LANDRETH
SCALE 1:500 A3 Director: TONY SHELLEY
(RPEQ p 07 5443 8285 ROADWORKS AND STORMWATER DRAINAGE R06 A
DESIGN CHECK CL (RPEQ19358)
7736)
e [email protected] w www.barlowshelley.com.au
DATE DEC-2021
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
DETAIL PLAN
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