Council archive · source document
Appendix D - Engineering Plans · MCU22/0140
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
LEGEND
MARK DESCRIPTION
. PROPOSED BUILDING
IN
0 0M 2.00
12 PROPOSED CARPARK
N
SW PROVIDE N12 TRIMMER BARS TO PROPOSED CROSSOVER
EXISTING BOUNDARY
EACH FACE OF PIT AND
DIAGONALS AS REQ'D. M1 TYPE KERB ONLY PROPOSED STORMWATER SURFACE
FLOW
SW
SW
50mm MIN COVER TO EDGE.
BOUNDARY RESUMPTION OPAL LANE SW PROPOSED STORMWATER PIPE
SW
ISOLATE PIT FROM SURROUND 3.0% PROPOSED RETAINING WALL
3.0%
WITH 10mm ABLEFLEX & UV RATED + FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
300 MIN. SEALANT. GRATE TO BE HOUSED IN
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
CONCRETE PAVEMENT IF POSSIBLE
EXISTYING CONCRETE EXISTING BOUNDARY
PAVEMENT
CONNECT INTO EXISITNG REFER EXISTING COMMUNICATIONS
SW PIT TRIMMER DETAILS CONCRETE PAVEMENT DETAIL
DETAIL C05
W EXISTING WATER MAIN
SCALE 1:50 S EXISTING GRAVITY SEWER
E(OH) EXISTING OVERHEAD POWER
OPAL LANE SECTION 1 EXISTING UNDERGROUND POWER
SCALE 1:100 C05 EXISTING RETAINING WALL
+ 23.750 EXISTING SURFACE LEVEL
BUILDING EAVES GUTTERS TO
Roof Peak
STORMWATER PIT SCHEDULE
RL 113.69
Roof Peak
BE SIZED FOR 1% AEP FLOWS
113.68
TYPICAL CONNECT ENTIRE 125x75x3 RHS GALV RHS
INDICATES 1.20m MARK DESCRIPTION
ROOF TO SLIMLINE TANKS.
SETBACK FROM KERB ADAPTERS & STORMWATER
W
1|1 450SQ. FIP RELN OR EQUIV.
EDGE RETAINING PROVIDED BY SEWER FOR QDC DISCHARGE PIPES IN ACCORDANCE
SLEEPER UNDER FENCE WHERE WITH IPWEAQ STD DRG RS-081 SL 106.75 | IL 106.60
MP1.4 COMPLIANCE
400mm OR LESS TYPICAL MAX DISCHARGE 11L/S AT 5% AEP 2|1 KERB ADAPTOR
W
106.13
106.26 106.26
SL - | IL 106.51
2
106.55
+ 106.36
10
1
+ 106.50
+ 106.70
2
6.3
2|2
+ 106.65
450SQ. FIP RELN OR EQUIV.
+ H 0.0
5
+ H 0.0
O
106.25
10
Telstra E(
1 1
rn
6.2
3
SL 107.00 | IL 106.85
4
106.39
a
106.13
8 Power Pole
S
106.36 106.42
//
W
//
// // // 106.52
# 60355
//
106.20
+ FSL 106.40 // 106.57// // // // // // 106.65 //
+ FSL 106.90 106.72 // 2|2 KERB ADAPTOR
Access
FSL 106.60 + FSL 106.80 + 106.75 FSL 106.75 //+ + FSL 106.55
106.60
10
OH
SW SW
6.4
SW SW
+ H 0.3 SL - | IL 106.81
)
6
+ FSL 106.50 Ø125 uPVC SN8 @ 1%
106.79
106.22
S
2|1
W
600SQ FIP TYPE 2A AS PER IPWEAQ
E(
//
OH
10
)
6.7 STD DRG DS-050
106.27 106.27
5
1
10
SL 106.69 | IL 105.71
6.5
106.58
E(
EXISTING KERB
7
10
DETENTION & RETENTION
OH
10
106.65
10
6.4
S
10
6.7
6.6
)
9
W
ADAPTER
6.3
2|2
C05 600SQ FIP TYPE 2A AS PER IPWEAQ
0
7
106.29 106.30
TANKS REFER C06 FOR DETAILS.
9
// 106.83
10
Hyd
LIP106.16 +
O
Gully
STD DRG DS-050
6.7
H
+ FSL 106.27 + FSL 106.37
10
QTANK SLIMLINE TANK OR
rn
E(
6.3
8
OH
a
IL105.27 FSL 106.75 +
5
RL 107.25
Floor Level
SL 106.45 | IL 105.47
)
Ø150 SW EQUIV. 3000L VOLUME EACH.
106.16
106.52
uPVC 2.5% 1 FSL 106.90 + + FSL 106.75
OPAL LANE
106.29
S
SN8 @ SW LOCATION INDICATIVE ONLY
W
+ FSL 107.45
2
E(
2% 3 FFL 106.80
10
RL 107.30
Floor Level 106.64
OH
10
SW
6.8
//
2.5%
6.7
9
)
FSL 106.70 + + FSL 107.10
7
FFL 107.50 8%
C06 + H 0.4
RUBY STREET
10
E(
OH
6.
S
2 DETENTION TANK REFER C06 FOR
75
)
W
LIP106.19 + + FSL 106.30 + FSL 106.40 FSL 106.75 + + FSL 107.45
DETAILS. DURAPLAS LATTICE
10
10
106.99
3
//
6.5
6.9
FSL 107.00 +
106.78
E(
7
2
TANK OR EQUIV. 3000L VOLUME
OH
10
+ FSL 106.85
6.6
)
10
10
106.32
4
10
6.5
6.9
O/H Conn
10
6 .39
3
7
S
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Appendix D - Engineering Plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 2.7 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.