Council archive · source document
RFI - Appendix C- Civil Engineering Plans · MCU22/0140
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 2. The text section number identifies this passage in the reader.
SW
6.9
FSL 107.00 + AS PER IPWEAQ STD DRGS DS-060 &
106.78
E(
7
2
TANK OR EQUIV. 3000L VOLUME
OH
10
+ FSL 106.85
6.6
DS-061
)
10
10
106.32
4
10
6.5
6.9
O/H Conn
10
6 .39
3
7
S
7
SL 106.15 | IL 105.20 - TO MATCH EXIST.
.00
W
125x75x3 RHS GALV RHS
O
E(
rn
OH
FSL 107.00 +
a
O
106.69
Meter
)
1|4 450SQ. FIP RELN OR EQUIV.
//
106.82
rn
SW
W
a
SW
KERB ADAPTERS & STORMWATER SL 106.85 | IL 106.30
% 1
10
10
@1 2 DISCHARGE PIPES IN ACCORDANCE
107.07
6.7
S
2
6.7
W
6
8
8 2|4 450SQ. FIP RELN OR EQUIV.
5
106.23
SW
EXISTING KERB SN WITH IPWEAQ STD DRG RS-081
106.56 106.65
C 2
uPV
106.75
106.86
+ FSL 106.60 + FSL 106.60 MAX DISCHARGE 11L/S AT 5% AEP SL 106.55 | IL 106.20
//
ADAPTER + H 0.4
10
SW SW SW
SW
25
10
6.9
+ FSL 106.60
10
10
Hedge
FSL 106.85 + + FSL 107.40 Ø1
6.9
107
9
7
6.5
106.36 106.38 SW
.00
106.23 106.24
7
106.90 .00
FSL 107.25 +
10
8
// 106.82 106.86
106.58 +
FSL 107.15 +
10
S
// + FSL 106.95
6.4
106.58
// // //
106.75 +
106.82 +
W
6. // //
8
EXISTING KERB 106.84 // //
106.85 +
75 GI Mesh Fence 106.86
106.91 //
106.91 +
107.04
+ H 0.3
1
10
ADAPTER
O
10
10
rn
6.
6.5
6.5
a
50
8
S
5
2.0m WIDE ROAD
BUILDING EAVES GUTTERS TO BE EDGE RETAINING PROVIDED BY
W
IN PRINCIPLE APPROVAL FOR RESUMPTION
SIZED FOR 1% AEP FLOWS SLEEPER UNDER FENCE WHERE
BUILDING OVER SEWER HAS BEEN
TYPICAL. DISCHARGE ENTIRE 400mm OR LESS TYPICAL
OBTAINED FROM UNITYWATER
SW
ROOF TO UNDERGROUND TANK
W
PROPOSED STORMWATER AND SITE LEVEL LAYOUT
SCALE 1:250 @ A3
215101-OPW-01-221103.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 26-04-22 FOR APPROVAL DTB DK
PROPOSED DUPLEXES ROBYN KILDEY 0 2.5 5 7.5 10 12.5m
.................
B 03-11-22 RFI REVISIONS DK DK DATUM
DESIGN
AHD
DK
215101
7 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
PROPOSED STORMWATER AND SITE LEVEL LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C05 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 03-11-22
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