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RFI - Appendix C- Civil 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
SW
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.
SW
EDGE RETAINING PROVIDED BY SEWER FOR QDC DISCHARGE PIPES IN ACCORDANCE
SW IL 105.31 SLEEPER UNDER FENCE WHERE WITH IPWEAQ STD DRG RS-081 SL 106.75 | IL 106.60
MP1.4 COMPLIANCE
Ø100 AC WM IL 105.69 @ 600 COVER 400mm OR LESS TYPICAL MAX DISCHARGE 11L/S AT 5% AEP 2|1 KERB ADAPTOR
W
150mm CLEARANCE
106.13
106.26 106.26
SL - | IL 106.51
2
106.55
SW
+ 106.36
2
10
1
+ 106.50
+ 106.70
1 2
6.3
1|2
+ 106.65
450SQ. FIP RELN OR EQUIV.
+ H 0.0
5
+ H 0.0
O
106.25
10
4
Telstra E(
CUT IN NEW KERB INLET 1 1
rn
6.2
3
4 SL 107.00 | IL 106.85
4
106.39
a
106.13
8 Power Pole
S
106.36 106.42
//
W
//
OVER EXISTING Ø375 RCP // // // 106.52
# 60355
//
106.20SW
+ FSL 106.40 // 106.57// SN8 //
Ø100 uPVC SN8 @ 2% MIN Ø100 uPVC //
106.72 // // // // 106.65 // 2|2 KERB ADAPTOR
Access
3 SW SW SW SW SW SW SW FSL 106.80 + 106.75 FSL 106.75 //+ + FSL 106.55
106.60
10
+ +
OH
SW SW
6.4
SW SW
REMOVE EXISTING PIT
FS H 0
SL - | IL 106.81
)
6
+ FSL 106.50 Ø125 uPVC SN8 @ 1%
106.79
+
3
L 1 .3
.60
AND EXTEND Ø300 RCP
106.22
06
S
Ø225 uPVC SN8 @ 1%
06
1|3
W
600SQ FIP TYPE 2A AS PER IPWEAQ
E(
.90
//
L1
OH
TO NEW KERB INLET SW SW SW 10
Ø225 uOPHV) SW
FS
)
6.7 STD DRG DS-050
106.27 106.27
5
1
10
4 SL 106.69 | IL 105.71
6.5
106.58
E(
EXISTING KERB
7
10
DETENTION & RETENTION
10
106.65
10
6.4
3
S
10
6.7
6.6
SW
9
W
ADAPTER
6.3
2|3
C05 600SQ FIP TYPE 2A AS PER IPWEAQ
0
C SN8 @
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
10
QTANK SLIMLINE TANK OR
rn
7+
E(
6.3
8
106.3
OH
a
IL105.27 FSL 106.75 +
5
RL 107.25
Floor Level
FSL SL 106.45 | IL 105.47
)
EQUIV. 3000L VOLUME EACH.
106.16
106.52
2.5% 1 FSL 106.90 + + FSL 106.75
2.5%
OPAL LANE
106.29
S
LOCATION INDICATIVE ONLY
W
+ FSL 107.45 3|3 600SQ FIP TYPE 2A AS PER IPWEAQ
2
E(
3 FFL 106.80
10
RL 107.30
Floor Level 106.64
OH
10
6.8
//
SW
2.5%
6.7
9
)
FSL 106.70 + + FSL 107.10 STD DRG DS-050
7
FFL 107.50 8%
C06 + H 0.4 SL 106.40 | IL 105.32
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 4|3 ON GRADE KERB INLET & LINTEL TYPE S
DETAILS. DURAPLAS LATTICE
10
10
106.99
3
//
6.5
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