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 30, section 1. The text section number identifies this passage in the reader.
2/X6
1/X6
3/X2
1/G
2/G
2/G
1/L
2/L
1/F
4/A
1/K
2/K
3/K
1/H
1/I
2/I
3/I
1/J
STRUCTURE NAME IT IS THE RESPONSIBILITY OF THE
LINE X6
LINE X6
LINE G
LINE H
LINE A
LINE X2C
LINE X2A
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
CUSTOM BASE STRUCTURE (refer detail)
IPWEAQ DN1050 MANHOLE (refer detail)
IPWEAQ DN1050 MANHOLE (refer detail)
0.9m X 0.9m GRATED INLET (Type 1)
0.9m X 0.9m GRATED INLET (Type 1)
0.9m X 0.9m GRATED INLET (Type 1)
0.9m X 0.9m GRATED INLET (Type 1)
IPWEAQ 2.4m LIL GRADE GULLY
STRUCTURE NOTE: "refer detail" REFERS
IPWEAQ 2.4m LIL SAG GULLY
Ø1350 CHAMBER (refer detail)
0.9m X 0.9m GRATED INLET
IPWEAQ DN1200 MANHOLE
IPWEAQ DN1200 MANHOLE
IPWEAQ LIP IN LINE GULLY
DESCRIPTION TO DETAILS SHOWN ON C340
HEADWALL (refer detail)
HEADWALL (refer detail)
2.4m LINTEL (GRADE)
PRECAST PIT
PRECAST PIT
PRECAST PIT
PRECAST PIT
PRECAST PIT
CLASS D LID
CLASS D LID
CLASS D LID
CLASS D LID
HEADWALL
HEADWALL
HEADWALL
STUB
INTER-ALLOTMENT PIT
SIZES PROVIDE STUB FOR FUTURE
CONSTRUCT NEW
LOT 3 CONNECTION
DEPTH SIZE PIT OVER EXISTING
STORMWATER LINE
0-1m 600x600 TYPE 1 RAISED
1.0-1.5m 600x900 REMOVE EXISTING GRATED INLET WITH
1.5-2m 900x900 EXISTING PIT 2/X6 TO 900x900 GRATED GROUTED ROCK
> 2m Ø1050 CHAMBER BE REMOVED AND FIELD INLET AND PITCHING SURROUND
600x600 RISER REPLACED WITH 1/F CONSTRUCT NEW MH
REMOVE EXISTING HEADWALL,
EXTEND EXISTING Ø375 RCP
AND INSTALL NEW HEADWALL
SCALE 1:100 (A1) - 1:200 (A3)
VERT.
150 DIA CLR 0.748
OUTLET SWALE
SEW IL.103.029
CONNECT TO EXISTING
APPROX. [email protected]% STORMWATER PIT
SCALE 1:500 (A1) - 1:1000 (A3)
OUTLET TO EXISTING DRAINAGE
HORIZ. RESERVE (EXACT LOCATION AND
LEVELS TO BE DETERMINED ON
SITE TO SUIT EXISTING SURFACE
NOTE: HGL LINE IS SHOWN FOR A LEVELS AND MINIMISE IMPACT ON
Q10 (10% AEP) STORM U.N.O. EXISTING VEGETATION)
PIPE SIZE (mm) 600 600 600 450 375 375 450 375 375 375 600
PIPE CLASS RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3) RCP (3)
PIPE GRADE (%) 0.50% 2.11% 2.50% 0.33% 1.65% 1.65% 0.50% 3.00% 3.00% 1.00% 1.00%
PIPE SLOPE (1 in X) 200.00 47.50 40.02 307.52 60.46 60.46 200.00 33.35 33.33 100.00 100.00
FULL PIPE VELOCITY (m/s) 0.11 1.44 2.44 1.79 2.24 2.24 0.04 3.43 3.43 2.36 1.93
PART FULL VELOCITY (m/s) 0.89 3.08 3.73 1.79 2.24 2.24 0.59 3.43 3.43 2.36 2.45
DATUM RL 88.0 90.0 90.0 91.0 90.0 96.0 89.0
101.702
101.696
101.696
101.711
101.348
103.417
103.166
102.929
102.778
102.154
102.092
103.523
102.963
102.929
102.778
104.632
104.115
104.107
103.886
103.649
103.648
103.560
109.817
109.769
109.527
109.269
103.400
102.783
102.688
102.784
102.287
102.207
102.244
101.894
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW (Cumecs) 0.031 0.406 0.691 0.284 0.248 0.248 0.007 0.379 0.379 0.260 0.546
PIPE CAPACITY AT
0.434 0.891 0.974 0.163 0.226 0.226 0.202 0.304 0.304 0.175 0.614
GRADE (Cumecs)
2.044
2.191
2.211
1.709
1.728
1.880
1.683
1.741
1.585
1.860
1.880
0.905
0.911
0.911
0.675
0.675
2.095
1.131
1.151
1.149
1.176
1.196
0.840
0.840
1.587
1.630
1.650
1.218
1.258
DEPTH TO INVERT
100.839
100.830
100.810
102.748
102.399
102.247
101.455
101.397
102.278
102.267
102.247
103.727
103.720
103.720
103.538
103.538
103.074
103.014
102.994
109.114
109.083
109.063
108.900
108.900
101.613
101.570
101.550
101.450
101.410
INVERT LEVEL
OF DRAIN
102.883
103.021
104.457
104.127
103.138
103.863
104.127
104.632
104.631
104.213
105.169
104.145
110.263
110.259
109.740
103.200
103.200
102.668
SETOUT LEVEL
E 491583.852
E 491582.985
E 491514.211
E 491529.569
E 491556.461
E 491530.780
E 491529.569
E 491511.735
E 491511.661
E 491509.584
E 491612.240
E 491600.412
E 491727.672
E 491728.516
E 491730.740
E 491595.778
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