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Civil Plans_19660_20260213_OPW_[A-B]
Original PDF page 15, section 1. The text section number identifies this passage in the reader.
PIT NUMBER 1-1 2-1 3-1 4-1 5-1 E-1 2-1 1-2 2-2 3-2
BEND
1050
1050
1050
1050
1050
1050
END
TMS
PC
PIT TYPE & DROP
V
V
V
V
V
V
PIT COVER CLASS
B
B
B
B
B
B
B
JUNCTION LINE NO
2
1
PIT SETOUT
N 7084020.732
N 7084027.300
N 7084059.852
N 7084068.411
N 7084073.492
N 7084079.545
N 7084027.300
N 7084031.460
N 7084027.747
N 7084041.552
E 485043.247
E 485044.090
E 485048.952
E 484994.080
E 484984.789
E 484958.940
E 485044.090
E 485017.416
E 484999.046
E 484910.545
PIT SETOUT REPRESENTS THE INTERSECTION
POINT OF SEWER PIPE CENTRELINES.
WHERE NECESSARY, THE CONTRACTOR SHALL
OFFSET PITS IN ACCORDANCE WITH SEQ CODE.
IL 108.87 (A)
IL 110.07 (A)
IL 111.31 (A)
IL 112.55 (MH)
IL 113.82 (A)
IL 106.77 (A)
IL 107.21 (A)
IL 107.70 (A)
IL 108.34 (A)
HC DETAILS
INVERT LEVEL TYPE
L 25 DS 12.50 IL 65.85 (A)
DS 23.91
DS 44.70
DS 10.59
DS 26.55
DS 39.46
DS 88.32
DS 7.81
DS 7.77
DS 2.50
DISTANCE TO D/S MH
PROPERTY IDENTIFIER (LOT NO)
L1
L2
L3
L7
L8
L4
L5
L6
L9
REFER DRG C001 FOR GENERAL NOTES
REFER DRG C400 FOR SEWERAGE NOTES
EXISTING SURFACE
DESIGN SURFACE
WATER SERVICE CROSSING
WATER SERVICE CROSSING
SWD DN375 ≈ IL 107.16
SWD DN375 ≈ IL 107.14
WATER DN100
ELEC UG
ELEC UG
DATUM RL 98.0 95.0
BULKHEAD (B) TRENCHSTOP (T) - - 3T(13.9) - - - - -
REFER STD DRG SEQ-SEW-1206-1 FOR DETAILS
DN160
Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150
PIPE DIAMETER & CLASS SDR21
PVC-SN8
PE100 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8
(%) 12.082% 4.999% 6.490% 4.999% 4.200% 1.000% 1.000% 1.300%
PIPE GRADE (1 in ...) 8.276 20.004 15.409 20.004 23.810 100.000 100.000 76.923
PIPE LENGTH 6.621 32.914 55.536 10.589 26.548 26.996 18.742 89.571
1.328
1.298
1.329
1.299
1.457
1.417
1.352
1.322
1.475
1.445
1.779
1.329
1.299
1.630
1.630
1.427
1.397
1.433
DEPTH TO INVERT
105.690
105.720
106.520
106.550
108.195
108.235
111.839
111.869
112.399
112.429
113.544
106.520
106.550
106.820
106.820
107.007
107.037
108.202
INVERT LEVEL
(107.018)
(107.849)
(110.993)
(113.934)
(114.697)
(115.379)
(107.849)
(108.878)
(108.435)
(109.635)
107.018
107.849
109.652
113.191
113.873
115.323
107.849
108.450
108.435
109.635
DESIGN (& EXISTING)
SURFACE LEVEL
0.000
6.621
0.000
39.535
95.071
26.996
45.738
105.660
132.208
135.309
C:\Users\Ken\appdata\local\temp\AcPublish_7180\#19660_CI_OPW.dwg
CHAINAGE
VER 1:100 0 1 2 3 4 5m
LINE 1 2 HOR 1:500 0 5 10 15 20 25 m
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
SURVEYOR KL DR
This drawing is subject to
copyright in accordance with Brian Naismith Development Consultant
SURVEYOR PTY LTD 30 POTTERY STREET, POMONA SEWERAGE RETICULATION AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] KL DR PROPOSED RESIDENTIAL SUBDIVISION LONGITUDINAL SECTIONS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C401
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
MCU APPROVAL - HORIZ DATUM GDA2020 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 03.11.25 OPW SUBMISSION KL ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.11.25 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 15 of 17 A
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