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1856-S01_S18
MAINTENANCE HOLE / SHAFT NAME 1/8 HB1/7 1/7 1/6 HB1/6 HB1/5 1/5 HB1/4 1/4 HB1/3 1/3 1/2 1/1 LOT 15 HCB 1/6 11/4 HB11/3
MH / MS COVER TYPE D D D D D D D D D D
MH / MS TYPE MH [1050Ø] HORIZ BEND MH [1050Ø] MH [1050Ø] HORIZ BEND HORIZ BEND MH [1050Ø] HORIZ BEND MH [1050Ø] HORIZ BEND MH [1050Ø] MH (1200Ø) EX CONDUIT MH [1050Ø] MS [600Ø] HORIZ BEND
LINE 10
LINE 12
DS MH / MS DROP TYPE X X X X X X X X X V
LINE 1
-38°
-12°
-86°
19°
67°
23°
LINE DEFLECTION & BRANCHES
-5°
-5°
-2°
-4°
-5°
-1°
5°
8°
PROPERTY CONNECTION TYPE A A A A A
EXISTING SURFACE
EXISTING SURFACE
FINISHED SURFACE FINISHED SURFACE
EXISTING SURFACE
NEW OD250 ENVELOPER NEW SAW CUT NEW SAW CUT
NEW DN375mm IL 2.97 (SYSTEM 6)
NEW DN150 WM 150mm IL 3.48
NEW DN750mm IL 2.70 (SYM 5)
NEW DN375mm IL 2.92 (SYM 6)
NEW HOFMANN DRV IL 4.46
EX SW BOX CULVERT IL 3.03
NEW DN375mm IL 3.24
(SYSTEM 7)
DATUM RL -13.000 -13.000 -7.000
PROPERTY DESCRIPTION HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR HOFMANN DR NOOSA CIVIC CARPARK NOOSA CIVIC CARPARK
PIPE SIZE (mm), CLASS DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN225 uPVC SN8 DN150 uPVC SN8 DN150 uPVC SN8
GRADE (1 IN X) 244.97 224.21 228.5 133.96 252.57 168.98 265.32 268.67 252.8 231.36 246.31 304.62 13.56 113.71
LENGTH 4.899 29.148 29.704 10.717 10.103 10.139 5.306 13.433 29.073 8.098 41.48 8.225 4.675 22.743
EMBEDMENT TYPE TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3 TYPE 3
FINISHED (& EXISTING)
(4.866)
(4.801)
(4.373)
(3.863)
(3.626)
(4.257)
(4.364)
(4.413)
(4.411)
(4.566)
(4.685)
(4.744)
(4.744)
(3.805)
(3.863)
(8.944)
(8.797)
4.664
4.637
4.475
4.297
4.244
4.215
4.260
4.304
4.411
4.566
4.685
4.744
4.744
4.345
4.297
8.944
8.797
SURFACE LEVEL
3.424
3.444
3.437
3.437
3.405
3.425
3.377
3.417
3.409
3.409
3.425
3.425
3.515
3.535
3.604
3.604
3.801
3.821
4.106
4.126
4.335
4.355
4.584
4.664
4.699
4.699
1.500
2.797
3.417
1.244
1.337
DEPTH OF INVERT BELOW FSL
1.240
1.220
1.200
1.200
1.070
1.050
0.920
0.880
0.835
0.835
0.790
0.790
0.745
0.725
0.700
0.700
0.610
0.590
0.460
0.440
0.350
0.330
0.160
0.080
0.045
0.045
2.845
1.500
0.880
7.700
7.460
INVERT LEVEL
1.195
0.941
0.678
2.697
2.079
2.039
1.874
211.599
216.498
245.646
275.350
286.067
296.170
306.309
311.615
331.187
360.260
379.333
421.181
427.994
25.430
22.743
218.035
270.282
316.636
CHAINAGE
0.000
0.000
14.414
15.141
18.124
3.202
LINE 0 1.25 2.5 3.75 5.0 6.25m LINE 1 LINE 10 LINE 11
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: 13 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 S13 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 2 OF 5
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