Engineering Drawings Part 2 - OPW14/0197

 

 

 

STRUCTURE
NAME

VJ

2/J

3/)

4/J

5/J

OUT/J
G1/K
3/)

G12/L

3/J

1/M
2/M

3/M

G14/M
QUT/M
G13/N

G14/M
G15/P
G16/P
uP

 

OUT/P
IN/Q
a
OUT/O

 

 

STRUCTURE
DESCRIPTION

 

 

STD NSC MANHOLE
1050mm DIAMETER

1050mm DIAMETER - REFER DETAIL

STD NSC MANHOLE

500mm DIAMETER - REFER DETAIL

‘STD NSC MANHOLE

STD NSC MANHOLE
1050mm DIAMETER

‘STD NSC MANHOLE

1050mm DIAMETER - REFER DETAIL

600mm DIAMETER

CONCRETE HEADWALL

STD NSC SINGLE SAG GULLY

TWO DIRECTION APPROACH

‘STD NSC MANHOLE

500mm DIAMETER - REFER DETAIL

STD NSC SINGLE SAG GULLY
TWO DIRECTION APPROACH

STD NSC MANHOLE

1500mm DIAMETER - REFER DETAIL

STD NSC MANHOLE
1050mm DIAMETER
STD NSC MANHOLE
1050mm DIAMETER

STD NSC MANHOLE

1800mm DIAMETER - REFER DETAIL

STD NSC SINGLE SAG GULLY

TWO DIRECTION APPROACH ON 1500 x
900 ELONGATED MANHOLE REFER DETAIL
2/750mm DIAMETER

CONCRETE HEADWALL

STD NSC SINGLE SAG GULLY

TWO DIRECTION APPROACH

STD NSC SINGLE SAG GULLY

TWO DIRECTION APPROACH ON 1500 x
900 ELONGATED MANHOLE REFER DETAIL
STD NSC SINGLE GULLY

STD NSC SINGLE GULLY

‘STD NSC MANHOLE
1050mm DIAMETER

 

375mm DIAMETER
CONCRETE HEADWALL
GRATED FIELD INLET
STD NSC MANHOLE
1050mm DIAMETER
225mm DIAMETER

600 x 600

 

 

 

 

NOTE:

1.

. THE PIPE CLASSES HAVE

. CONTRACTOR TO CHECK

. REFER TRENCH COMPACTION

NOTWITHSTANDING THE
STORMWATER STRUCTURE
LEVELS SHOWN, THE
COVER OR GRATE LEVEL
SHALL SUIT THE FINISHED
SURFACE PROFILE.

BEEN DESIGNED FOR
SERVICE LOADS ONLY. THE
CONTRACTOR SHALL
ASSESS ANTICIPATED
LOADS AND UPGRADE THE
PIPE CLASSES IF
NECESSARY IN
ACCORDANCE WITH AS
3725-1989. CRACKED PIPES
WILL NOT BE ACCEPTED.

EXISTING CONNECTIONS
PRIOR TO CONSTRUCTION.

DETAIL ON DRG. N13078-112

 

 

PIPE SIZEmm (Class)

DN 160 (IL 14.80 approx)

z2
&
=
=

DN 150
SEWER LINE

 

CONSTRUCT
MANHOLE OVER
EXISTING 5256
RCP AND REMO

ABANDONED PIPE

525(3)

‘SEWER LINE

/

VE

DN 160 {IL 13,99 approx)

 

525(3)

DN 160 (IL 9.85 approx)

Sewer Line

7

T

r

Lf

600(3)

  

 

  
  
 

EXISTING
SURFACE
DESIGN
SURFACE

WATER LINE

DN 160 (iL 7.15 approx)

f'
|
d WATER LINE DN 150

SEWER LINE

 
 

 

600(3)

 

T7 TT)

 

600(3) 375(3)

 

375(3)

 

DN 160 (IL 14.26 approx)

Vf a SEWER LINE

‘SEWER LINE

CONSTRUCT
MANHOLE OVER
EXISTING 375
RCP AND REMOVE
ABANDONED PIPE

375(3)

DN 160 (IL 11.50 approx)

315(3)

 

SEWER LINE
DN 160 (IL 7.81 approx)
DN 160 (IL 7.59 approx)

WATER LINE
ON 150

2
&
a
a

Hf

 

 

750(3)

525(3) x2

 

 

 

)

Ze

am

 

 

 

 

52513) 3753) 375(3)

 

 

 

 

 

wT
T

 

 

375(3) 225(U) | 225(u)

 

 

PIPE GRADE %

120%

8.73%

2.25%

2.75%

250% 469%

9.25%

6.50%

10.50%

250% 0.50%

0.50% 1.00% _ |_ 14.00%

 

0.50% 0.50% 0.50%

 

PIPE SLOPE 1 in X
FULL PIPE FLOW VELOCITY (m/s,

83.33
230

146
230

4hbk
2.40

36.36
2.40

40.00 21.33

257 0.88

10.82
1.05

5.38
231

9.52
231

40.00 200.00

1.72 0.61

200.00 100.00 714

0.58 1

 

200.00 200.00 | 200.00

199 Sd 14h

 

PART FULL FLOW VELOCITY (m/s)

DATUM RL 0.0

5.48

3.85,

48
DATUM RL 1.0

5.00

319
DATUM RL -6.0

534

DATUMRL -5.0

 

 

 

WATER LEVEL
IN STRUCTURE

16.853

15.659

11581

1.127

9.570

8.710
11.781
11581

11.840

11581

16.452
12.819

9,382

8.740
8.710
8.788

8.740
12.143
12.657
10,309

 

9.800
8.679
8.248
8.091

 

 

HYDRAULIC
GRADE LEVEL

16.853
16.449

 

11572
11.237

11,067
10.600

9.517
9.211

8.710
11572
11.237

 

11.840
11583

11572
11.237

16.452
16.316
12.790
12.102

9.365
9.241

8.740
8712
8.710
8.788

8.745
8.740
8712
12.143
12.687
12.657
12312
10.299

 

9.935
9.800
8.679
8.302
8.215
8.139
8.091

 

 

PIPE FLOW
(Cumecs)

0.485

0.485

0.678

0.678

0.726 0.097

0.116

0.255

0.255

0.362 0.552

0.122 0.123 0.219

 

0.219 0.066 0.066

 

 

DEPTH TO INVERT

1690

1.421
1444

1805
1825

1.851

1871
1.647
1667

1900
4311
1600

1310

1600

1660
1457
1.477

1622
1659

1199.
1529
1900

1.467
1494
1317
1377
1440
1310
2.567

 

0.396
1367
1107
1127
0.355

 

 

INVERT LEVEL
OF DRAIN

15.555

16,833
14.813

10,391
10371

10,020
10.000

8.315
8.295

7.400
10,833
10.596

10.834

10.596

15.941
12347
12327

8.760

8.723
1.750
7420
7.400

7.485
7.455
12.060
12,000
11.937
10.400
9.143

 

9.100
1.933
1.893
183
7.850

 

 

DESIGN SURFACE
LEVEL

17.245

16.254

12.196

11871

9.962

9.300
12.144
12.196

12.166

12.196

17.601
13.804

10.382

8.949
9.300
8.952

8.949
3.377
B377
1.710

 

9.496
9.300
9.000
8.205

 

 

SETOUT

£5174.945
N1339.642

£5234.993
N1335.354.

£5284.110
N1322.934.

£5297.907

N1315,721
£5297.882
N1254.424

£5287.741
N1220,098
£5282.057
N1327.570
£5284.110
N1322.934.

£5281,908
N1321.573

£5284.110

N1322.934.
£5164.759
N1268,394
£5215.305
N1245.998

£5245,993

N1231.422
£5284.322
N1224.572
£5284.402
N1220.573
£5283.621

N1230.546
£5284.322
N1224,572
£5247,995
N1077.318
£5251,751
N1081.997
£5260.053

 

N1089.181
£5266.590
N1094.837
£5294.538
N1114.927
£5294.538
N1123.084,
£5292.259

 

 

RUNNING
CHAINAGE

0.000

 

 

60.201

60.201

 

50.663

110.864

 

3

155655

61.297

187.730

 

 

6

35,793

223.523
0.000

 

 

 

0.000

 

31

55.285

0.000
55.285

 

 

 

33.974,

89.259

294

38.936

128.195
0.000

 

 

 

 

a
3
0

0.000

16.919

 

 

 

 

=
S
65'

8.644)

25603
0.000
5

 

 

 

 

 

 

LINE

Le; N13078-133,dwq_DATE: 71-03-2016 TIME: 15:02
Xref’s: X-NIBO78-TIT USR: leigh fry

 

CONCRETE HEADWALL

N1126,964.

 

FST
16SUE

ALCS,

[DRAWN] _ ATE:

 

FF

TF AMENDMENT DETAILS.

 

‘=>

 

Oszmzozm:

 

DESIGN CHECK

 

 

 

 

 

[Sol @]>

 

 

 

 

 

DRAWN CHECK

 

"SCALE ( METRES 7

AS SHOWN

MICROFILM Wo.

PROJECT No.

N13078

 

 

SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493

TPPROED IE.

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD

SHAUN PIL
MATHEW

6630

CHER RPEO. 14593|
HILL RPEQ 11578

BRENT THOMAS RPEQ 7862

CLIENT

QM PROPERTIES

 

 

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

Smart Consulting

naman
wi

Brown Consulting (QLD) Pty Lit

Level 3, 16 Innevetion Parkwey,Diringe QLD Aurtralia 4573. eae

‘Wephons 07 54709260 Facsimile 0754709262 ISO pant
‘Rede Corbern Maibowts dieiuy Payepon Bentirecomt = Lic 4084

‘DRAWNG TITLE

STORMWATER DRAINAGE
LONGITUDINAL SECTIONS

SHEET 2 OF 4

 

 

‘DRAWING NUMBER.

N13078-133