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1856-S01_S18
MAINTENANCE HOLE / SHAFT NAME 2/3 2/2 HB2/3 2/1 HB2/2 HB2/1 1/9 LOT 9 HCB 1/12 LOT 8 HCB 1/14 LOT 11 HCB 2/5 LOT 12 HCB 2/4
MH / MS COVER TYPE D D D D D D D D D
MH / MS TYPE MS (600Ø) MH (1050Ø) HORIZ BEND MH (1050Ø) HORIZ BEND HORIZ BEND MH (1200Ø) MS [600Ø] MH [1050Ø] CONDUIT MH [1050Ø] CONDUIT MS [600Ø] CONDUIT MS [600Ø]
DS MH / MS DROP TYPE V V V X V X V V V
LINE 8
LINE 9
LINE 1
LINE 1
LINE 1
LINE 2
LINE 2
-55°
-78°
12°
12°
12°
12°
12°
12°
LINE DEFLECTION & BRANCHES
PROPERTY CONNECTION TYPE A A A A A
EXISTING SURFACE
EXISTING SURFACE FINISHED SURFACE EXISTING SURFACE FINISHED SURFACE FINISHED SURFACE
FINISHED SURFACE
FINISHED SURFACE
EXISTING SURFACE
EXISTING SURFACE
NEW DN150 WM 150mm IL 3.50
NEW DN150 WM 150mm IL 7.28
NEW DN100 WM 150mm IL 3.99
NEW DN100 WM 150mm IL 3.83
NEW DN675mm IL 2.89 (SYM 5)
NEW DN450mm IL 5.64 (SYM 5)
NEW DN450mm IL 3.41 (SYM 3)
NEW DN525mm IL 3.14 (SYM 2)
NEW HOFMANN DRV IL 4.83
NEW ELECTRICAL IL 3.60
NEW ELECTRICAL IL 4.10
NEW ROAD C IL 8.06
NEW ROAD C IL 8.16
NEW ROAD B IL 4.85
NEW ROAD B IL 4.69
DATUM RL -12.000 -9.000 -8.000 -11.000 -12.000
PROPERTY DESCRIPTION NEW ROAD B NEW ROAD B NEW ROAD B NEW ROAD B NEW ROAD B NEW ROAD B NEW ROAD B NEW ROAD B NEW ROAD B NEW ROAD B
PIPE SIZE (mm), CLASS DN150 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8
GRADE (1 IN X) 117.55 94.04 156.73 134.83 173.46 155.79 31.97 11.11 10.9 26.14
LENGTH 9.404 9.404 9.404 9.438 8.673 31.158 44.760 7.532 5.449 5.228
EMBEDMENT TYPE TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3
FINISHED (& EXISTING)
(4.057)
(4.122)
(4.196)
(4.294)
(4.426)
(4.583)
(4.995)
(8.575)
(7.433)
(8.916)
(8.593)
(4.251)
(4.621)
(3.482)
(4.044)
4.613
4.638
4.700
4.765
4.795
4.751
4.713
8.047
8.244
8.279
8.166
4.968
4.941
4.783
4.763
SURFACE LEVEL
2.513
2.533
2.668
2.708
2.850
2.850
2.985
3.025
3.130
3.130
3.151
3.151
3.333
3.413
1.647
3.244
3.664
1.629
2.666
3.036
1.928
2.161
2.221
1.993
2.233
2.363
DEPTH OF INVERT BELOW FSL
2.100
2.080
1.970
1.930
1.850
1.850
1.780
1.740
1.665
1.665
1.600
1.600
1.380
1.300
6.400
5.000
4.580
6.650
5.500
5.130
3.040
2.780
2.720
2.790
2.530
2.400
INVERT LEVEL
1.926
1.586
1.442
1.432
5.790
5.125
6.471
5.968
2.991
2.926
2.895
2.880
2.744
2.656
2.628
107.722
117.160
125.833
156.991
79.511
88.915
98.318
39.123
26.592
20.359
19.763
CHAINAGE
128.312
147.874
149.236
0.000
0.000
0.000
0.000
89.833
17.104
35.185
15.676
11.265
12.438
10.164
12.160
4.505
4.136
9.000
3.832
LINE LINE 2 0 1.25 2.5 3.75 5.0 6.25m LINE 3 LINE 4 LINE 5 LINE 7
HORZ SCALE: 1 : 125 SCALE 1:125 A3
0 .25 .5 .75 1.0 1.25m
VERT SCALE: 1 : 25
SCALE 1:25 A3
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 15 OF 20
FOR STOCKWELL PTY LTD
DESIGN MM .................
DRAWN MM
AS SHOWN Director: CAMERON LANDRETH
DRAWING TITLE: DRAWING NUMBER REV
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 SEWER LONGITUDINAL SECTION S15 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 4 OF 5
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