Council archive · source document
OPW Civil Plans RFI Response · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
Very large file (12.9 MB): may take a few minutes to open.
Original PDF page 34, section 1. The text section number identifies this passage in the reader.
3/X2
1/X2
2/X2
1/X6
2/X6
3/X6
1/K
2/K
3/K
1/L
4/A
1/M
2/M
1/N
1/J
STRUCTURE NAME IT IS THE RESPONSIBILITY OF THE
LINE A
LINE G
LINE X2C
LINE J
LINE F
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
EXISTING 0.9m X 0.9m GRATED INLET
EXISTING 0.6m X 0.6m GRATED INLET
EXISTING 0.9m X 0.9m GRATED INLET
EXISTING IPWEAQ DN1050 MANHOLE
EXISTING IPWEAQ LIP IN LINE GULLY
1.5m X 1.5m GRATED INLET (Type 1)
0.9m X 0.9m TYPE 1 GRATED INLET
0.9m X 0.9m TYPE 2 GRATED INLET
STRUCTURE NOTE: "refer detail" REFERS
0.9m X 0.6m 'V' GRATED INLET
IPWEAQ DN1050 MANHOLE
DESCRIPTION TO DETAILS SHOWN ON C340
EXISTING HEADWALL
2.4m LINTEL (GRADE)
NOTE:
F
PRECAST PIT
· LIP IN LINE GULLY PITS IN ACCORDANCE WITH
CLASS D LID
CLASS D LID
HEADWALL
HEADWALL
HEADWALL
NSC STD DRG DS-063
STW PIT
STW PIT
STW PIT
STW PIT
STW PIT
STW PIT
· LIP IN LINE GULLY PITS IN ACCORDANCE WITH
NSC STD DRG DS-060
· GRATED FIELD INLET PIT IN ACCORDANCE WITH
NSC STD DRG DS-050
INTER-ALLOTMENT PIT · STORMWATER ACCESS CHAMBERS (MANHOLES)
TO BE IN ACCORDANCE WITH NSC STD DRG's
SIZES DS-010 & DS-020, OR TMR STD DRG 1307
DEPTH SIZE PROVIDE STUB FOR FUTURE
LOT 3 CONNECTION
0-1m 600x600
1.0-1.5m 600x900 EXISTING GULLY PIT TO
1.5-2m 900x900 ADJUST PIT SURFACE BE REPLACED WITH 1/F
> 2m Ø1050 CHAMBER LEVEL TO SUIT FSL OF (REFER PIT DETAILS)
600x600 RISER PROPOSED WIDENING
NOTE: PIPE GRADE LIMITS TO BE
IN ACCORDANCE WITH QUDM
(2017) TABLE 7.12.1
SCALE 1:100 (A1) - 1:200 (A3)
VERT. OUTLET SWALE
150 DIA CLR 0.608
150 DIA CLR 0.333
APPROX. [email protected]% CONNECT TO
EXISTING
SEW IL.107.475
WAT IL.107.504
STORMWATER PIT CONSTRUCT MH
OUTLET TO EXISTING DRAINAGE OVER EXISTING
SCALE 1:500 (A1) - 1:1000 (A3) RESERVE (EXACT LOCATION AND STW LINE
LEVELS TO BE DETERMINED ON
HORIZ. SITE TO SUIT EXISTING SURFACE
LEVELS AND MINIMISE IMPACT ON
NOTE: HGL LINE IS SHOWN FOR A EXISTING VEGETATION)
Q10 (10% AEP) STORM U.N.O.
PIPE SIZE (mm) 450 450 600 750x225 375 450 450 600 600
PIPE CLASS RCP (3) RCP (3) RCP (3) RCBC RCP (3) RCP (3) RCP (3) RCP (3) RCP (3)
PIPE GRADE (%) 1.00% 1.00% 1.45% 12.80% 2.00% 7.04% 7.19% 1.82% 1.71%
PIPE SLOPE (1 in X) 100.11 100.00 68.85 7.81 50.00 14.19 13.91 55.06 58.35
FULL PIPE VELOCITY (m/s) 2.50 2.73 1.21 1.55 0.98 0.01 0.06 3.05 3.16
PART FULL VELOCITY (m/s) 2.50 2.73 2.56 4.45 2.17 0.88 1.66 3.32 3.16
DATUM RL 97.0 89.0 101.0 95.0 92.0 88.0
111.236
111.215
110.944
110.804
103.390
103.105
103.073
103.100
102.702
115.442
115.225
113.799
108.078
107.792
107.797
107.517
107.626
104.628
104.031
104.030
103.792
102.697
102.602
101.987
102.003
101.479
101.003
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW (Cumecs) 0.398 0.433 0.341 0.262 0.108 0.001 0.010 0.862 0.894
PIPE CAPACITY AT
0.285 0.285 0.740 0.909 0.248 0.757 0.765 0.828 0.804
GRADE (Cumecs)
1.212
1.084
1.104
0.692
0.692
1.600
1.218
1.258
0.625
0.589
0.589
1.641
1.360
1.672
0.792
0.792
1.442
1.452
2.093
1.780
2.191
2.211
1.100
1.100
DEPTH TO INVERT
110.462
110.451
110.431
110.377
110.377
101.600
101.450
101.410
115.000
113.720
113.720
107.550
107.393
107.081
107.603
104.614
103.964
103.717
103.076
101.397
100.830
100.810
100.433
100.433
INVERT LEVEL
OF DRAIN
111.674
111.535
111.069
103.200
102.668
115.625
114.309
109.191
108.753
108.395
105.406
105.169
103.177
103.021
101.533
SETOUT LEVEL
N 7078817.783
N 7078816.999
N 7078812.030
N 7079120.149
N 7079124.059
N 7079027.615
N 7079036.807
N 7079041.443
N 7079044.533
N 7079054.063
N 7079093.065
N 7079096.338
N 7079113.337
N 7079129.778
N 7079151.604
E 491716.147
E 491716.798
E 491719.022
E 491593.802
E 491603.361
E 491558.932
E 491554.995
E 491607.149
E 491614.365
E 491629.987
E 491613.289
E 491612.240
E 491556.461
E 491582.985
E 491584.435
PIT LOCATION
0.000
1.049
6.493
0.000
10.328
0.000
10.000
0.000
7.850
0.000
42.428
45.865
0.000
31.217
53.213
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
CHAINAGE 1.049 5.444 10.328 10.000 7.850 42.428 3.437 31.217 21.996
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
LINE K L M N X2 X6 services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT F 17/06/2025 RFI STORMWATER AMENDMENTS SK Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C322
E 2/05/2025 STW STRUCTURE CLARIFICATION SK
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK STORMWATER LONGITUDINAL DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C320-C322 STORMWATER
LONGITUDINAL SECTIONS Issue : F
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE SECTIONS - SHEET 3 Client 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
OPW Civil Plans RFI Response.pdfRelated documentApplication case desk ↗
About this file
- File size
- 12.9 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.