Engineering Drawings Part 2 - OPW14/0197

 

 

 

STRUCTURE
NAME

IN/R

OUT/R

1/RW3

2/RW3

3/RW3
VG

/RWA.
2/RW4
3/RW4

4/RW4

OUT/RW4,
2/RWS

S/RW4
V/RWS

3/RWS
4/RW5S
S/RWS
G15/P

GIT/S

5/J

G18/T
2/)
GI9/U
3/M

G20/V
3/M

 

 

STRUCTURE
DESCRIPTION

600 x 600 FIELD INLET

 

 

375mm DIAMETER

CONCRETE HEADWALL

600 x 600 FIELD INLET

ON 1050 DIA. MANHOLE
600 x 600 FIELD INLET

ON 1050 DIA. MANHOLE

600 x 900 FIELD INLET

STD NSC MANHOLE
1050mm DIAMETER

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

550 DIA. ROOFWATER 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

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

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

STD NSC MANHOLE
STD NSC SINGLE GULLY
STD NSC MANHOLE
STD NSC SINGLE GULLY
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.

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

 

 

 

PIPE SIZEmm (Class)

 

315(3)

 

ROOFWATER SWALE
REFER LAYOUT PLAN
N13078-112

FOR DETAIL

225(U)

   

225(U)

 

DN 160 (IL 10.88 approx)

‘SEWER LINE

TT

 

375(3)

ROOFWATER SWALE
REFER LAYOUT PLAN
N13078-112 FOR DETAILS

225(U) 205(U)

    
 

225(U)

 

 

DN 160 (IL 8.16 approx)
i Sewer Line

SEWER LINE

   

 

 

 

225(U) 375(3) 225(U)

/~ 4
ISTING SURFACE

 

 

 

a

DESIGN SURF

WATER LINE &
DN 150

TE

 

 

225(U) | _ 2251U) 300(U) 315(3)

 

37513)

 

 

 

L/

 

N

 

 

315(3) 37513)

 

 

x

Tt

 

315(3)

 

PIPE GRADE %

0.40%

100%

5.00%

5.00%

1.00% 1.00%

100%

115% 1.00% 0.75%

0.75% 0.75% 100% 3.00%

0.40%

3.00% 9.03%

9.56%

 

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

250.00
0.00

100.00

20.00

20.00

100.00 100.00 100.0

0 86.96 100.00 133.33

1.66 0.85 0.63

133.33 | 133.33 100.00 33.33

0.63 121 0.91

250.00

0.53

33.33 1107

0.54 0.81

10.46
0.74

 

PART FULL FLOW VELOCITY (m/s)

RL -9.0

133

DATUM RL/1

287

274

123 146 158

DATUM RL +5.0 DATUM

RL 1.0

174

3.56

3.54

 

 

WATER LEVEL
IN STRUCTURE

6.625

17.148

14,122

11.895
1.212

16,388
15.035
B.613

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
10.671
9.382

10.585
9.382

 

 

HYDRAULIC
GRADE LEVEL

6.625
6.625

11.148
11.079

14.122
13,794

11.895
11.891

 

16.388
16.327
15.035
14.951
13,613
B24

12.028
1554
8.832
8.724
8.710
6.73
16.619
16.611
16.575

16.544
16.387
15.560
15.202
13.061
12.167
12.743
12.687

9.584,
9.524

9.517

921

15.724
15.627
5.625
15.331
10.671
10.399
9.365

9.244

10.585
10.347
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

3.808

0.941
1425
1448

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

1448
1310
1372
1.310
1516

1310
1516

 

 

INVERT LEVEL
OF DRAIN

6.308

6.250

16.962
16.700
B.552

12.000
11516
11.165

16.225
16.000
14.800
14,600
3.000

12.800
11.236
10.900
TAAT
7.400
16.328
16.298
16.278

16.165
16.1465
15.961
14,898
14.500
12.302
12.080

8.539

8.514
14.939
14.882
10.024
8.866

9.972
8.866

 

 

DESIGN SURFACE
LEVEL

7.300

6.544

18.903

17.360

12.941
12.613

18.157
16.758
15.356

13.558
11.659
9.300
17.020
17.016

16.864
16.678
15.285
B377

9.849

9.962
16.249
16.254
11.334
10.382

11.282
10.382

 

 

SETOUT

£5295.658
N1206.701

£5307.843
N1199.045

£5136.557

 

£5161.123

 

N1132.025

£5190.234
N1121.233
E5196.954
N1119,221

£5166.250
N1219.125
£5187.347
N1211.304
F5206.099
N1204.351

£5224.852
N1197,399
F5252.209
N1187,257
£5256.600
N1185.629
£5235.960
N1006.689
£5235.987
N1010.689

£5221.028
N1010,789
£5230.027
N1033,729
£5244.560
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

 

 

 

14.39

14390

 

0.000

26.200

26,200

 

 

31.047

7.01

57.247
64,262

 

 

20.001

7500

0.000

22.500 20.00

22.500

>

 

 

 

Ss
00

29.176

91.676

4.6831

62500
96.359
0.000

 

 

 

 

 

z=
1859

39,797 7387

90.785

1608

83.398

 

 

 

 

0.000

 

&

6.216

0.000
3

1871

12.81

0.000
12819

 

 

 

 

56

0.000

 

 

 

 

 

LINE

FL; N1B078-134.dvq_ DATE: 21-03-2014 TIME: 15:02
Xref’s: X-NIBO7E-TIT USR: leigh fry

RW3

a

Wa,

RW5

 

FIRST [CALCE [DRAWN] _OATE
vesue TUF [UF | out

 

AMENDMENT DETAILS.

 

‘=>

 

DESIGN CHECK

 

 

 

 

 

 

 

 

 

[Sol @]>

 

Oszmzozm:

 

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 6630

"APPROVED,

“re € BRENT THOMAS RPEQ 7862

 

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

SHAUN PILCHER RPE. 14593}
MATHEW HILL RPEQ 11578

CLIENT

QM PROPERTIES

 

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

 

BROWN

Smart Consulting

Brown Consulting (QLD) Pty Lit

Level 3, 16 Innevetion Parkwey,Diringe QLD Aurtralia 4573.
‘Teephone_ 07 5470 9260 Facsimile 0754709262 \sovan
Raber Career labours ty Rape Cantwcoet LC 4004

1

‘DRAWNG TITLE

STORMWATER DRAINAGE
LONGITUDINAL SECTIONS
SHEET 3 OF 4

 

 

‘DRAWING NUMBER.

 

N13078-134