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Appendix A - Engineering Design Plans - 2 of 2 · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 17, 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/L
1/M
2/M
1/K
2/K
3/K
4/A
1/N
1/J
STRUCTURE NAME IT IS THE RESPONSIBILITY OF THE
LINE G
LINE J
LINE A
LINE X2C
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)
STRUCTURE NOTE: "refer detail" REFERS
0.9m X 0.9m GRATED INLET
0.9m X 0.9m GRATED INLET
0.9m X 0.6m GRATED INLET
IPWEAQ DN1050 MANHOLE
DESCRIPTION TO DETAILS SHOWN ON C340
EXISTING HEADWALL
2.4m LINTEL (GRADE)
NOTE:
PRECAST PIT
PRECAST PIT
PRECAST PIT
PRECAST PIT
PRECAST PIT
PRECAST PIT
CAST IN SITU
· LIP IN LINE GULLY PITS IN ACCORDANCE WITH
CLASS D LID
CLASS D LID
HEADWALL
HEADWALL
HEADWALL
NSC STD DRG DS-063
· 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) 375 375 600 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 (%) 3.00% 3.00% 1.45% 12.80% 2.00% 7.04% 7.19% 1.82% 1.71%
PIPE SLOPE (1 in X) 33.33 33.33 68.85 7.81 50.00 14.19 13.91 55.06 58.35
FULL PIPE VELOCITY (m/s) 2.76 2.76 2.10 1.16 0.70 0.01 0.04 2.45 2.54
PART FULL VELOCITY (m/s) 3.13 3.13 2.91 4.00 1.98 0.79 1.49 3.28 3.21
DATUM RL 97.0 89.0 101.0 95.0 92.0 88.0
111.267
111.232
111.242
110.884
110.668
103.360
102.473
102.377
102.418
102.014
115.293
115.190
113.785
107.966
107.794
107.806
107.512
107.623
104.626
104.020
104.019
103.747
103.695
102.153
102.092
101.696
101.711
101.348
100.875
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW (Cumecs) 0.305 0.305 0.593 0.195 0.077 0.001 0.007 0.692 0.717
PIPE CAPACITY AT
0.304 0.304 0.740 0.909 0.248 0.757 0.765 0.828 0.804
GRADE (Cumecs)
1.110
0.993
1.013
0.710
0.710
1.600
1.218
1.258
0.625
0.589
0.589
1.641
1.360
1.618
0.792
0.792
1.442
1.452
2.093
1.780
2.191
2.211
1.100
1.100
DEPTH TO INVERT
110.576
110.542
110.522
110.359
110.359
101.600
101.450
101.410
115.000
113.720
113.720
107.550
107.393
107.135
107.603
104.614
103.964
103.717
103.076
101.397
100.830
100.810
100.433
100.433
INVERT LEVEL
OF DRAIN
111.686
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
E 491715.954
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
N 7078817.569
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
PIT LOCATION
10.328
10.000
42.428
45.865
31.217
53.213
0.000
1.133
6.577
0.000
0.000
0.000
7.850
0.000
0.000
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
CHAINAGE 1.133 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 Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C322
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 : D
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 -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C320-C322 STORMWATER LONGITUDINAL See the original
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