Council archive · source document
Appendix E Civil Engineering Plans · RAL25/0004
Plans and drawings: the text below has words only, no drawings.
Original PDF page 31, section 1. The text section number identifies this passage in the reader.
1/E2
2/E2
1/X6
2/X6
3/X6
1/J
STRUCTURE NAME IT IS THE RESPONSIBILITY OF THE
LINE G
LINE J
LINE F
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
IPWEAQ DN1050 MANHOLE (refer detail)
STRUCTURE NOTE: "refer detail" REFERS
0.6m X 0.6m GRATED INLET
0.9m X 0.9m GRATED INLET
IPWEAQ DN1050 MANHOLE
IPWEAQ LIP IN LINE GULLY
DESCRIPTION TO DETAILS SHOWN ON C340
2.4m LINTEL (GRADE)
PRECAST PIT
PRECAST PIT
CLASS D LID
CLASS D LID
MINIMUM HEIGHTS OF FILL OVER CLASS 2,3 & 4 BURIED PIPES FOR VARIOUS
HEADWALL
CONSTRUCTION EQUIPMENT LIVE LOADINGS
(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
Compacted fill over DN300-900 concrete pipe(1)
INTER-ALLOTMENT PIT CONSTRUCTION EQUIPMENT DESCRIPTION(2)
SIZES 300 375 450 525 600 750 900
DEPTH SIZE CLASS 2
EXISTING GULLY PIT TO
BE REPLACED WITH 1/F Pedestrian vibrating plate (up to 135KG) 125 125 125 125 125 125 125
0-1m 600x600 ADJUST PIT SURFACE
1.0-1.5m 600x900 LEVEL TO SUIT FSL OF (REFER PIT DETAILS) Vibratory trench roller (up to 2.0T) 400 400 400 350 250 200 200
1.5-2m 900x900 PROPOSED WIDENING
Vibratory rammer (up to 75KG) 450 450 450 400 350 300 300
> 2m Ø1050 CHAMBER
600x600 RISER 15T excavator and compaction wheel 700 700 700 650 650 650 550
Vibratory smooth drum roller (7T) 700 700 700 700 650 650 500
Vibratory smooth drum roller (10T) 900 900 900 900 850 800 750
25T excavator and compaction wheel 1050 1050 1050 1050 1000 900 800
SCALE 1:100 (A1) - 1:200 (A3) CLASS 3
VERT. Pedestrian vibrating plate (up to 135KG) 125 125 125 125 125 125 125
Vibratory trench roller (up to 2.0T) 250 250 200 200 200 200 200
CONSTRUCT MH Vibratory rammer (up to 75KG) 300 300 300 300 250 200 200
SCALE 1:500 (A1) - 1:1000 (A3) OVER EXISTING STW PIPE TO
STW LINE BE REMOVED 15T excavator and compaction wheel 500 500 500 450 450 350 250
HORIZ.
Vibratory smooth drum roller (7T) 450 450 450 450 350 200 200
NOTE: HGL LINE IS SHOWN FOR A Vibratory smooth drum roller (10T) 550 550 550 500 500 200 200
Q10 (10% AEP) STORM U.N.O. 25T excavator and compaction wheel 650 650 650 650 650 600 550
CLASS 4
Pedestrian vibrating plate (up to 135KG) 125 125 125 125 125 125 125
PIPE SIZE (mm) 450 450 600 600 Vibratory trench roller (up to 2.0T) 200 200 200 200 200 200 200
PIPE CLASS RCP (3) RCP (3) RCP (3) RCP (3)
Vibratory rammer (up to 75KG) 250 250 250 200 200 200 200
PIPE GRADE (%) 7.12% 7.19% 1.82% 1.71%
14.05 13.91 55.06 58.35 15T excavator and compaction wheel 350 350 350 350 300 200 200
PIPE SLOPE (1 in X)
Vibratory smooth drum roller (7T) 350 350 350 200 200 200 200
FULL PIPE VELOCITY (m/s) 0.01 0.04 2.44 2.53
PART FULL VELOCITY (m/s) 0.80 1.49 3.27 3.21 Vibratory smooth drum roller (10T) 400 400 400 400 200 200 200
25T excavator and compaction wheel 550 550 650 650 500 400 350
DATUM RL 92.0 88.0
NOTES
107.595
104.568
104.020
104.019
103.920
102.154
102.092
101.696
101.711
101.348
100.874
H.G.L IN PIPE & 1. Material over pipe compacted to 95% at maximum dry density for standard compaction
W.S.E IN STRUCTURE 2. Minimum fill over pipe includes material being compacted as measured after compaction
3. The bedding support type chosen has little or no effect on the pipe class for low fills and high traffic loads.
PIPE FLOW (Cumecs) 0.001 0.007 0.690 0.715
PIPE CAPACITY AT
0.761 0.765 0.826 0.804
GRADE (Cumecs)
0.820
0.850
1.442
1.452
2.095
1.741
2.191
2.211
1.100
1.100
DEPTH TO INVERT
107.575
104.556
103.964
103.717
103.074
101.397
100.830
100.810
100.433
100.433
INVERT LEVEL
OF DRAIN
108.395
105.406
105.169
103.138
103.021
101.533
SETOUT LEVEL
E 491629.987
E 491613.289
E 491612.240
E 491556.461
E 491582.985
E 491584.435
N 7079054.063
N 7079093.065
N 7079096.338
N 7079113.337
N 7079129.778
N 7079151.604
PIT LOCATION
42.428
45.865
31.217
53.213
0.000
0.000
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
CHAINAGE 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 X2 X6 services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C322
Design - SK Drawn - SK Structural Engineers STORMWATER LONGITUDINAL HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C320-C322 STORMWATER
LONGITUDINAL SECTIONS Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 SECTIONS - SHEET 3 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C320-C322 STORMWATER LONGITUDINAL SECTIONS.dwg Plot 7 June 2024 - 11:05 AM
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