N13078 - 2014.10.17 - 2 Of 2

 

 

STRUCTURE
NAME

IN/R

 

OUT/R
1/RW3

2/RW3

B/RW3
(OUT/RW3

/RW4

2/RW4,

3/RW4

4/RW4
5/RW4.
GUT/RW4
V/RWS

2/RWS

3/RWS

4/RWS
S/RWS
G15/P
GIT/S

S/J

G18/T
2/)
G19/U
3/M

G20/V
3/M

 

STRUCTURE
DESCRIPTION

STD NSC MANHOLE
1050mm DIAMETER

 

 

 

600 x 600 FIELD INLET
ON 1050 DIA, MANHOLE

00 x 600 FIELD INLET
(ON 1050 DIA, MANHOLE

100 x 900 FIELD INLET

600 x 600 FIELD INLET
ON 1050 DIA. MANHOLE

600 x 600 FIELD INLET

ON 1050 DIA. MANHOLE
600 x 600 FIELD INLET

ON 1050 DIA, MANHOLE

600 x 600 FIELD INLET
ON 1050 DIA. MANHOLE
600 x 600 FIELD INLET
ON 1050 DIA. MANHOLE
375mm DIAMETER

CONCRETE HEADWALL
600 x 600 FIELD INLET

550 DIA. ROOFWATER MANHOLE

600 x 600 FIELD INLET
ON 1050 DIA. MANHOLE
600 x 600 FIELD INLET
ON 1050 DIA. MANHOLE
STD NSC SINGLE GULLY
‘STD NSC SINGLE GULLY

STD NSC MANHOLE

1050mm DIAMETER - REFER DETAIL
1050mm DIAMETER - REFER DETAIL

STD NSC SINGLE GULLY
STD NSC SINGLE GULLY

STD NSC MANHOLE
STD NSC MANHOLE

1800mm DIAMETER - REFER DETAIL
STD NSC SINGLE GULLY

STD NSC MANHOLE

1800mm DIAMETER - REFER DETAIL

 

 

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.

 

 

ROOFWATE

N13078-112

 

« REFER TRENCH COMPACTION
DETAIL ON DRG. N13078-112

 

 

 

PIPE SIZEmm (Class)

 

375(3)

REFER <LAY{

SWALE
(OUT PLAN

225(U)

FOR DETAIL|S

  

225(U)

 

DN 160 TL 10.88 approx)

SEWER LINE

 

300(3)

ROOFWATER SWALE
REFER LAYOUT PLAN
78-112 FOR DETAILS

N130

225(U)

  
  

225(U)

 

DN 160 (IL 8.16 approx)

SEWER LINE

wee
Tet

 

225(U)

225(U) 375(3)

i

4

 

 

 

 

225(U)

225(U)

 

ISTING SURFACE /~

 

 

m

WATERLINE &
ON 150

 

LI

 

 

 

225(U) 300(U) 375(3) 37513)

 

 

L/

fy,

 

 

375(3) 375(3)

 

 

 

375(3)

 

PIPE GRADE %

0.40%

1.00%

3.00%

100%

1.00%

1.00%

100% 115% 1.00%

0.75%

0.75%

0.75% 100% 3.00% 0.40%

3.00% 9.15%

9.68%

 

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

750.00
0,00

100.00

33.33
iM

100.00

100.00

100.00

100.00 86.96 100.00

166 0.85

133,33
0.63

133.33
0.63

3333 100.00 33.33 250.00

121 0.91 0.53

33.33 10.93

54 0.81

10.33
0.74

 

PART FULL FLOW VELOCITY (m/

DATUM

L 20

133
DATUM RL

(1.0

231

151

1.23

146

158

DATUM RL +5.0

DATUM

RL 1.0

174

3.58

3.55

 

WATER LEVEL
IN STRUCTURE

6.625

 

6.625
17.148

13.966

12.813
12.599

16,388

15.035

B63

12.028
8.832
8.710
16.773

16.619

16.573

15.560
13.061
12.143
9.584

9.570

5.124
15.659
10.685
9.382

10.599
9.382

 

HYDRAULIC
GRADE LEVEL

6.625

 

6.625
6.625
17.148
11.079

B.966
B.637

12.813
12.745
12.599

16.388
16.327

15.035
14.951

3.613
13.241

12.028
11554
8.832
8.724
8.710
16.773
16.619

16.611
16.575

16544
16.387

5.560
5.202
3.061
12.167
12.143
12.687
9.584.
9.524

9517
9.211

G.124
5.627
5.625
15.331
10.685
10.414
9.365
9.241

10.599
10.361
9.365
9.241

 

PIPE FLOW
(Cumecs)

 

0.000

0.026

0.051

0.076

0.020

0.038

0.057 0.076 0.094.

0.029

0.029

0,055 0.078 0.100 0.059

0.060 0.090

0.082

 

DEPTH TO INVERT

 

0,992
0.294

1941
0.660

3.964,

0.476
0.496
0.325

1932
0.758
1958

0.756
2356

0.758
2322
0,759
4212
1.900

0.692

0.718
0.738

0.699
0.719

0.717
1780
0.785
2.983
1297
1310

14h9

1310
1372
1310
1522

1310
1522

 

INVERT LEVEL
OF DRAIN

 

6.308
6.250

16.962
16.700
13,396

12.465
445
12.400

16.225
16.000
14,800

14.600
13.000

12.800
11.236
10,900
TAbT
7.400

16.328

16.298
16.278

16.165
16.145

15.961
14,898
14,500
12.302
12.080
8.539

8.514

14,939
14,882
10.039
8.866

9.986
8.866

 

DESIGN SURFACE
LEVEL

7.300

 

6.544
18.903

17.360

12.941
12.725

18.157

16.758

15.356

13.558
11.659
9.300
17.020

17.016

16.864

16.678
5.285
B377
9.849

9.963

16,249
16.254
11349
10.388

11.296
10.388

 

SETOUT

£5295.658

 

B

N1206.701
£5307.843
N1199.045

£5161.123

 

N1132.025

£5190.234
N1121.233
F5194.664
N1120.747

£5166.250
N1219.125

£5187.347
N1211.304

£5206.099
N1204.351

£5224.852
N1197.399
£5252.209
N1187.257
£5256.600
N1185.629
£5235.960
N1006.689

£5235.987
N1010.689

£5221.028

N1010.789
£5230.027
N1033.729
F5244.560
N1070.778
£5247.995
N1077.318
£5292.383

N1257.323

£5297.882
N1254.424

£5234.199
N1337.067
£5234.993
N1335.354
£5236.289
N1239.819

£5245.993
N1231.422

£5234.702
N1234.008
£5245.993
N1231.422

 

RUNNING
CHAINAGE

0.000

 

 

 

 

14-390

0.000

 

26.200

26.200

 

 

31.047

5
&
70.

51.247

 

 

0.000

22.500

22500

 

 

7500

20.00

3

 

20.00 29.176

91.676

4.683)

62500
96.359
0,000

 

 

 

 

‘0

=
185559

 

 

39.797

F801

26.64; 1.387

83,398
90.785
0.000

o

 

 

 

 

2
a

0.000

1871

0.000
8

 

 

 

 

0.000
568

11.568

11

 

 

 

 

LINE

FILE; NIBO78-134.dvg_ DATE: 16-10-2014 TIME: 15:44
Pxref's: X-NBBOI8-TIT USR; Curtis Boorman

 

RW3

a

Wh

RW5

 

TARST | CaLcs [ORAWN]

FF

DATE.
OTA

 

AMENDMENT DETAILS

5

 

NT_[ 05.08.14 [LINE RW3 AMENDED TO SUIT BIO SWALE

 

Ce_| e.10.18 [SECTIONS UPDATED

DESIGN CHECK

 

 

 

 

 

 

 

 

 

O4zmEOzmE>
Palm] o[ oe] >

 

 

DRAWN CHECK|

 

‘SCALE (METRES T

AS SHOWN

 

WIGROFILM No.

PROJECT No.

N13078

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

"APPROVED

[ea

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

 

6630

SHAUN PILCHER RPEQ. 14593}
MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

“CLIENT

QM PROPERTIES

 

PROJECT

 

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

Smart Consulting

Pr

(CONSULT AUSTRALIA

a

Brown Consutting (QLD} Pty Ltd

Loge 3, 14 nonaton Pony, Biings QUD Artli 4575,
Tdaghone 07 54709260 Forsimile 7 5470 9282
rien Coburn Mune Spey tapers net Cut

1

Bon!
rr

DRAWING TITLE

STORMWATER DRAINAGE
LONGITUDINAL SECTIONS
SHEET 3 OF 4

 

 

‘DRAWING NUMBER

 

N13078-134