N13078 - 2014.10.17 - 2 Of 2

 

 

 

STRUCTURE
NAME

VJ

2/J

3/J
4/J

/J

OUT/J
GI/K
3/J
G12/L
3/J

1M

2/M

3/M

G14/M
OUT/M
G13/N

G14/M
GI5/P
G16/P
VP

OUT/P

 

IN/Q
Va
OUT/Q

 

 

STRUCTURE
DESCRIPTION

 

 

STD NSC MANHOLE
1050mm DIAMETER

1050mm DIAMETER - REFER DETAIL

STD NSC MANHOLE

1500mm DIAMETER - REFER DETAIL

STD NSC MANHOLE
STD NSC MANHOLE
1050mm DIAMETER

STD NSC MANHOLE

1050mm DIAMETER - REFER DETAIL

2/750mm DIAMETER

CONCRETE HEADWALL

STD NSC SINGLE SAG GULLY

TWO DIRECTION APPROACH

STD NSC MANHOLE

1500mm 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

ON 1500 DIA x 900 ELONGATED MANHOLE

1800mm DIAMETER - REFER DETAIL
STD NSC SINGLE SAG GULLY

TWO DIRECTION APPROACH

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

 

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

 

 

 

 

NOTE:

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

2. THE PIPE CLASSES HAVE
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.

3. CONTRACTOR TO CHECK
EXISTING CONNECTIONS
PRIOR TO CONSTRUCTION.

4, REFER TRENCH COMPACTION
DETAIL ON DRG. N13078-112

 

 

PIPE SIZEmm (Class)

DN 160 (IL 14.80 approx)

WATER LINE

    

DN 160 (IL 13.99 approx)

CONSTRUCT
MANHOLE OVER
EXISTING 5250
RCP AND REMOVE
ABANDONED PIPE

52513)

5253)

ZAATER

7 ONTO

2.890m

 

600(3)

 

       
    

EXISTING
SURFACE
DESIGN

SURFA

54.829m

600(3)

CE

DN 160 (IL 7.1 approx)

7
i

|

1A. WATER LINE

Sewer Line

 

DNTSO
Li)

|

i

 

 

34.004m

60013) 375(3) 375(3)

 

o

DN 160 (IL 14.26 approx}

N
~
> NX
S N
208m SQ
CONSTRUCT
MANHOLE OVER

EXISTING 375D

RCP AND REMOVE 3

ABANDONED PIPE

375(3)

N
S

DN 160 {IL 11.50 approx)

7,

=
3

375(3)

 

Sewer Line
DN 160 (IL 7.81 approx)
DDN 160 {IL 7.59 approx)

WATER LINE
DN 150

=

Le

  

312

 

750(3)
525(3) x2

 

 

b
Ld

 

 

 

 

 

52513) 3753) 375(3)

 

375(3)

 

 

 

 

 

 

225tu) | 225(u)

 

PIPE GRADE %

120%

8.73%

2.25%

2.15%

2.50% 4.69% 9.25%

6.50%

10.50%

250% 0.50%

0.50% 1.00% _ | _ 14.00%

14.31%

 

0.50% 0.50%

 

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

83.33
230

N46
230

4h ak
2.40

36.36
2.40

40.00 21.33

0.88

10.82

257 105

538
231

9.52
231

40.00 200.00

1.72 0.61

200.00
0.58

400.00 TMb

4 199

6.99
199

 

200.00
1d

200.00
hh

 

PART FULL FLOW VELOCITY (m/$)

DATUM RL 1.0

5.48

3.85

RL 0.0

4.18

DATUM RL 1.0

5.00

3.19
DATUM RL -5.0

53h
RL -6.0

5.39

 

 

 

WATER LEVEL
IN STRUCTURE

16.853

15.659

11581
1.127

9.570

8.710
1.781
11.840
11581

16.452

12.819

9,382

8.740
8.710
8.788

12.102
12.614
10.784,

 

9.800
8.633
8.191
8.025

 

 

HYDRAULIC
GRADE LEVEL

16.853
16.449

15.625
15.331

1572
11.237
11.047
10.600

9.517
9.211

8.710
11.781
11.588
1.237

40
11.583
1572
11237

 

16.452

16.316

12.790
12.702

9.365
9.241

8.740
8712
8.710
8.788

8.745
8.712
12.702
12.644
12.614
12.269
10.774,
10.712

 

9.800
8.633
8.246
8.159
8.073
8.025

 

 

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

1421
1444

1805
1825
1851

1871

1.648
1.668

-0.100
1311
1600
1310
1600

1293

1.496
1516

1628
1665

1.225
1555
0.100

1.467
1494
1317
1311
1.483
1353
1373

 

0,396
1250
1323
1375
0.421

 

 

INVERT LEVEL
OF DRAIN

15.555

14.833
14.813

10.391
10371
10.020
10.000

8315
8.295

7.400
10.833
10.596
10.834.
10.596

15.941

12.347
12327

8.760

8.723
1750
7.420
7.400

7.485
7.455
12.060
12.000
11894
10.357

10.337

 

9.100
7.900
7.859
7.807
1.184,

 

 

DESIGN SURFACE
LEVEL

17.245,

16.254

12.196
1871

9.963

7.300
12.144
12.196
12.144
12.196

17.234

13.843

10,388

8.975
7.300

8.952

8.949
3377
3377
1.710

 

9.496
9.150
9.182
8.205

 

 

SETOUT

£5174.945
N1339.642

£5234.993
N1335.354

F5284.110
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
NI114.927

£5294.538
N1123,084.
£5292.259
N1126,964.

 

 

RUNNING
CHAINAGE

0.000

 

 

60.201

60.201

 

50.663

110.864
33

15.5653

 

 

61.297

187.730

 

35.193

223.523
0.000
0.000

 

 

 

 

 

0.000

 

55.285

33,974,

55.285

 

89.259

38.936

128.195
32.194
0.000

 

 

 

or
0.000
00

16.919

 

 

 

 

8.644)

 

5603
0.000
15
-
55

 

 

 

 

 

 

LINE

FILE; NIBOT8-133.duq__DATE; 16-10-2014 TIME; 1544
Kxref's: X-NBOI8-TIT USR; Curtis Boorman

 

 

RRST

i

TCALCS [DRAWN] _ DATE

 

AMENDMENT DETAILS

a a

DESIGN CHECK

 

 

O4zmzOzmE>
al ole] @] >

@ [-@ [tom J secrions vpoaTeD

 

 

DRAWN CHECK|

 

 

 

 

 

 

 

 

 

 

‘SCALE C METRES T

AS SHOWN

 

MICROFILM No.

PROJECT No.

N13078

 

SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630

“CLIENT

QM PROPERTIES

 

APPROVED SHAUN PILCHER RPEQ 16593
MATHEW HLL RPEQ 11578

te we BRENT THOMAS RPEQ 7862

FOR & ON BEHALF QF BROWN CONSULTING (QLD) PTY LTi

 

‘PROJECT

LAKE DOONELLA NOOSA

STAGE C1 - C6

 

BROWN

Smart Consulting

(CONSULT AUSTRALIA

‘Brown Consulting (QLD} Pty Ltd

vol 8,16 innovation Pariway, Birtinga QLD Avstalia 4575
‘Tdephone 07 54709280 Facsimile 07 5470 9262
ohne Cotas Dour Urity Brg? hush Catt

ented
Company

‘08001
edo

DRAWING TITLE

STORMWATER DRAINAGE
LONGITUDINAL SECTIONS
SHEET 2 OF 4

 

 

‘DRAWING NUMBER

 

N13078-133