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Civil Plans 21556_20220411_Full set
Attached to the e-mail Civil & Electrical Plans - 25 Pavilion Street Pomona.
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
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STRUCTURE NO
2.4m LIL KERB INLET (SAG)
PC SLOPING ENDWALL
2.4m LIL KERB INLET
2.4m LIL KERB INLET
2.4m LIL KERB INLET
STRUCTURE TYPE
DN1050 PIT
DN1050 PIT
DN1050 PIT
DN1050 PIT
N 7084710.679
N 7084718.027
N 7084714.446
N 7084720.917
N 7084724.865
E 485850.747
E 485838.339
E 485825.325
E 485808.597
E 485782.752
STRUCTURE SETOUT
DESIGN SURFACE
SEDIMENT
FOREBAY
GRADED IL-IL FOR
WM CLEARANCE
EXISTING SURFACE
≈ IL 85.29
SEWER DN150
WATER DN100
DATUM RL 79.0
EASTING & NORTHING = CENTRE OF PIT
RCP PIPE SIZE (mm) Ø375 Ø450 Ø450 Ø525 DESIGN LEVEL = LIP OF KERB AT PIT CENTRE
RCP PIPE CLASS 2 2 2 2
PIPE GRADE (%) 0.600% 0.429% 0.274% 2.505%
PIPE SLOPE (1 in ...) 249.998 233.241 364.392 39.915
ROADWAY GULLY UNIT
PIPE FLOW (cumecs) 0.090 0.185 0.236 0.255 LIP IN LINE
CAPACITY FLOW (cumecs) 0.136 0.187 0.149 0.681
FULL PIPE VELOCITY (m/s) 0.814 1.165 1.486 1.176
NORMAL DEPTH VELOCITY (m/s) 1.314 1.338 1.486 2.917 CENTRE OF STRUCTURE
86.910
86.739
86.700
86.710
86.540
86.481
86.530
86.265
86.102
86.118
86.016
85.400
85.400
85.400
HGL & WSE
FIELD INLET MH ONLY
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
1.500
1.227
1.247
1.243
1.263
1.180
1.255
0.880
0.880
DEPTH TO INVERT
85.989
85.900
85.880
85.820
85.800
85.750
85.675
85.020
85.020
CENTRE-TOP OF HEADWALL.
INVERT LEVEL
87.489
(88.521)
87.127
(87.157)
87.063
(86.135)
86.930
(85.208)
85.900
(84.085)
DESIGN (& EXISTING) HEADWALL
SURFACE LEVEL
14.887
28.882
47.101
73.246
0.000
CHAINAGE / LENGTH 14.887 13.994 18.220 26.144
SETOUT DETAILS
NOT TO SCALE
LINE A REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR HOR 1:500
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA STORMWATER DRAINAGE VER 1:50 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION LONGITUDINAL SECTION Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C301
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 11.04.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 10 of 14 A
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