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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 15, section 1. The text section number identifies this passage in the reader.
1/A
2/A
3/A
4/A
5/A
6/A
7/A
1/B
6/A
STRUCTURE NAME IT IS THE RESPONSIBILITY OF THE
LINE D
LINE N
LINE C
LINE J
LINE E
LINE B
LINE A
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
IPWEAQ 2.4m LIL GRADE GULLY
IPWEAQ 2.4m LIL GRADE GULLY
STRUCTURE NOTE: "refer detail" REFERS
Ø1350 CHAMBER (refer detail)
Ø1350 CHAMBER (refer detail)
0.9m X 0.6m GRATED INLET
0.9m X 0.9m GRATED INLET
0.9m X 0.9m GRATED INLET
0.9m X 0.6m GRATED INLET
IPWEAQ LIP IN LINE GULLY
IPWEAQ LIP IN LINE GULLY
DESCRIPTION TO DETAILS SHOWN ON C340
2.4m LINTEL (GRADE)
2.4m LINTEL (GRADE)
NOTE:
PRECAST PIT
PRECAST PIT
PRECAST PIT
PRECAST PIT
HEADWALL
· LIP IN LINE GULLY PITS IN ACCORDANCE WITH
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)
SIZES TO BE IN ACCORDANCE WITH NSC STD DRG's
DS-010 & DS-020, OR TMR STD DRG 1307
DEPTH SIZE
0-1m 600x600
1.0-1.5m 600x900
1.5-2m 900x900
> 2m Ø1050 CHAMBER
600x600 RISER
ENSURE
NOTE: PIPE GRADE LIMITS TO BE MINIMUM
IN ACCORDANCE WITH QUDM 300mm
(2017) TABLE 7.12.1 COVER
CONSTRUCTION LOADING DETAIL - FLEXIBLE PIPE
PP PIPE HAS BEEN DESIGNED TO AS/NZS 2566.1
BURIED FLEXIBLE PIPELINES - PART1: STRUCTURAL DESIGN
150 DIA CLR 0.371
SCALE 1:100 (A1) - 1:200 (A3) IN-SERVICE DESIGN LOADS
VERT.
WAT IL.103.092
· STANDARD AUSTROADS MULTI-LANE T44 TRUCK AND W7 WHEEL LOADING - AT FINISHED SURFACE LEVEL
CONSTRUCTION LOADS
150 DIA CLR 0.302
· CAT120H GRADER (TOTAL 14.5t WEIGHT) - 400 mm MINIMUM COVER
150 DIA CLR 0.809
WAT IL.102.966
SCALE 1:500 (A1) - 1:1000 (A3)
· SMOOTH DRUM VIBRATORY ROLLER (7t STATIC WEIGHT - 600 mm MINIMUM COVER
SEW IL.103.131
HORIZ.
OUTLET TO CONSTRUCTION LOADING DETAIL - RIGID PIPES
BIORETENTION
NOTE: HGL LINE IS SHOWN FOR A FOREBAY
Q10 (10% AEP) STORM U.N.O. MINIMUM HEIGHTS OF FILL OVER CLASS 2,3 & 4 BURIED PIPES FOR VARIOUS (H2/HS2 BEDDING SUPPORT TYPE)
NOTE:THIS TABLE HAS BEEN SOURCED FROM CPAA PUBLICATION, THE INSTALLATION OF STEEL REINFORCED
CONCRETE PIPES, MINIMUM COVER REQUIRED FOR VARIOUS COMPACTORS, DATED 27 NOVEMBER 1999
PIPE SIZE (mm) 375 375 375 375 450 600 375 Compacted fill over DN300-900 concrete pipe(1)
RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (4) RCP (3)
CONSTRUCTION EQUIPMENT DESCRIPTION(2)
PIPE CLASS 300 375 450 525 600 750 900
PIPE GRADE (%) CLASS 2
3.74% 9.29% 8.79% 5.78% 8.00% 0.40% 2.00%
26.72 10.76 11.38 17.30 12.50 250.00 50.00 Pedestrian vibrating plate (up to 135KG) 125 125 125 125 125 125 125
PIPE SLOPE (1 in X)
Vibratory trench roller (up to 2.0T) 400 400 400 350 250 200 200
FULL PIPE VELOCITY (m/s) 0.29 1.23 2.45 3.29 2.78 2.04 1.01 Vibratory rammer (up to 75KG) 450 450 450 400 350 300 300
PART FULL VELOCITY (m/s) 1.93 4.04 4.75 4.29 5.19 2.04 2.19
15T excavator and compaction wheel 700 700 700 650 650 650 550
DATUM RL 99.0 92.0 90.0 Vibratory smooth drum roller (7T) 700 700 700 700 650 650 500
116.229
116.200
114.952
114.968
114.819
111.652
111.262
107.806
107.512
106.750
106.464
103.695
103.589
103.445
103.956
103.722
103.695
103.589
H.G.L IN PIPE & Vibratory smooth drum roller (10T) 900 900 900 900 850 800 750
25T excavator and compaction wheel 1050 1050 1050 1050 1000 900 800
W.S.E IN STRUCTURE CLASS 3
Pedestrian vibrating plate (up to 135KG) 125 125 125 125 125 125 125
PIPE FLOW (Cumecs) 0.032 0.136 0.270 0.364 0.443 0.578 0.112 Vibratory trench roller (up to 2.0T) 250 250 200 200 200 200 200
Vibratory rammer (up to 75KG) 300 300 300 300 250 200 200
PIPE CAPACITY AT 15T excavator and compaction wheel 500 500 500 450 450 350 250
0.339 0.535 0.520 0.422 0.807 0.388 0.248 Vibratory smooth drum roller (7T) 450 450 450 450 350 200 200
GRADE (Cumecs) Vibratory smooth drum roller (10T) 550 550 550 500 500 200 200
1.356
1.306
1.463
1.517
1.537
1.598
1.618
1.522
1.597
1.196
1.216
0.800
0.800
1.378
1.196
1.216
25T excavator and compaction wheel 650 650 650 650 650 600 550
DEPTH TO INVERT CLASS 4
Pedestrian vibrating plate (up to 135KG) 125 125 125 125 125 125 125
116.072
114.704
114.547
110.927
110.907
107.155
107.135
106.110
106.035
103.013
102.993
102.950
102.950
103.146
103.013
102.993
Vibratory trench roller (up to 2.0T)
INVERT LEVEL 200 200 200 200 200 200 200
Vibratory rammer (up to 75KG) 250 250 250 200 200 200 200
OF DRAIN 15T excavator and compaction wheel 350 350 350 350 300 200 200
117.428
116.010
112.444
108.753
107.632
104.209
103.750
104.524
104.209
Vibratory smooth drum roller (7T) 350 350 350 200 200 200 200
SETOUT LEVEL Vibratory smooth drum roller (10T) 400 400 400 400 200 200 200
25T excavator and compaction wheel 550 550 650 650 500 400 350
E 491660.875
E 491646.493
E 491630.915
E 491614.365
E 491609.705
E 491599.583
E 491597.269
E 491592.982
E 491599.583
N 7078935.855
N 7078969.460
N 7079005.177
N 7079044.533
N 7079061.629
N 7079098.028
N 7079108.418
N 7079099.070
N 7079098.028
NOTES
1. Material over pipe compacted to 95% at maximum dry density for standard compaction
2. Minimum fill over pipe includes material being compacted as measured after compaction
PIT LOCATION 3. The bedding support type chosen has little or no effect on the pipe class for low fills and high traffic loads.
36.553
75.520
118.214
135.940
173.723
184.368
0.000
0.000
6.683
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
CHAINAGE 36.553 38.967 42.694 17.726 37.782 10.645 6.683
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
LINE A B 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. C320
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 1 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 SECTIONS.dwg Plot 25 March 2025 - 5:28 PM
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