Engineering Drawings Part 2 - OPW14/0197

Page 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

wy w
2 2
al a
© : ©
. a & 20,00 ROAD RESERVE e
2 2
- LOT 125 - 4.90m 4.28m 4.25m 4.50m
. 30mm AC. SURFACING - LOT 136 -
4 MAX
v 7 . varies - UN
CH 160.000 u DATUM RL_13, 2% 3% 3% ae | saees
FINISHED RL 14.405 BI Ly
2 ra - LOT 124 -
CH 260.000 | DATUM RLS
Tt FINISHED RL 9.964
| - -
CH 140.000 \ DATUM RL_14 a \ 2 tor 35
FINISHED RL 15.440 ©
|
t
NS
2 2 nb 19 gl
- LOT 124 -
TYPE ‘MI’ KERB AND CHANNEL
<a \ TO IPWEAG STD DRG R-0080,
Ns TNS SUBSURFACE PAVEMENT DRAIN
vino 10 T r CH 240.000 JO IPWEAG STD DRG R-0140, DATUM _RL_7
! FINISHED RL 10.403
CH 120.000 | DATUM RL_14
T FINISHED RL 16.261
|
a 20.00m woh RESERVE 2 ~ LOT 134 -
2 2
4.50m 5.50m, | 5.50m 4.50m
|
“torn - 40mm AC. SURFACING 0.90m - Lot 126 -
2% 3% 3% 2%. T
CH 100.000 fe C DATUM RL_16
TYPE M1” KERB AND CHANNEL ww L FINISHED RL 17.057 CH 220.000 DATUM RL 8
TO IPWEAQ STD DRG R-0080. — © 1.2m CONCRETE FOOTPATH TO FINISHED RL. 10.893
SUBSURFACE PAVEMENT DRAIN & |P.W.E.A.Q STD. DRG. R-0065
TO IPWEAG STD DRG R-0140, — 1
wy
- LOT 123 - S|
~ INTERSECTION MORINDA CIRCUIT - a
|
1 IN 4 MAX.
©
CH 80.000 DATUM RL_16 \
FINISHED RL 17.667
\ my ~ INTERSECTION MULBERRY CLOSE -
|
CH 200.000 DATUM RL_10
2 2 FINISHED RL 11.793
- LOT 122 -
CH 60.000 o ' DATUM RL_17
FINISHED RL 18.033
©
2
|
- LOT 75 - 2 2 = INTERSECTION MULBERRY CLOSE -
0.50m - LOT 121 -
CH 180.000 el DATUM RL 12
FINISHED RL 13.103
CH 40.000 T e | DATUM RL_17
FINISHED RL 18.175 2
2.0m CONCRETE FOOTPATH TO =
|.P.W.E.A.Q STD. DRG. R-0065 S
=
- LOT 120 -
T
RI
CH 20.000 | DATUM RL_17
al FINISHED RL 18.276
3
el
e
g
;
FILE: N13078-121.dwq DATE: 29-01-2014 TIME: 14:57
Xref's: X-N13078-TIT X-N13078-ROADS USR: leigh fry
Taar [ones enw] OAT SORE METRES T TACROPTENT Ne STENT DRAWN THE
AMENOMENT DETAILS DesiGn cHecx SURVEYOR: RPS a
~~ Tae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q (CONSULT AUSTRALIA SHIRE DRIVE
ie mo 1 0 1 2 3 6 Sm Ph (07) 5436 7888 Fax (07) 5493 6630 = wi CROSS SECTIONS
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NE BRENT THOMAS RPEQ 7862 STAGE C1 - C6 ma: PSULELVES — Tsetone 075470 960 Focinle 0754709260 | SOT N13078-121
Ga FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Rinbene Corboun Wilbomrin Aychiny Cagwpone Gemetinecoet Lic 4064

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

i
=
oS

20.00m ROA

D_RESERVE

PB

 

 
 

3.00m

3.00m 432m.

 

  

30mm AC.

SURFACING

3.0%. 3.0% 2.0%

 

 

 

NX EXISTING KERB AND CHANNEL

AND ROAD TO BE DEMOLISHED

 

    
  
   
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

I
AND REMOVED
CH 320.000 | DATUM RL_5
! FINISHED RL 8.507
I
ROTATE CROSS FALL STEEL BEAM GUARDRAIL
TO -2%, 3.0m EITHER SIDE TO TMR STD. DRG 1474
OF CHAINAGE 315.000 2 1.2m HIGH POOL TYPE FENCE TO
eC ca ARCHITECTS DETAILS
‘ =i BIO BASIN 'C'. REFER DRG
N13078-130 FOR DETAILS.
' TYPE ‘B1’ KERB AND CHANNEL
CH 300.000 | TO IPWEAG STD DRG R-0080. DATUM RL 5
| ™ SUBSURFACE PAVEMENT DRAIN FINISHED RL 8.703
| TO IPWEAQ STD DRG R-0140.
a@
o &
® 5
Z|
gl
' - INTERSECTION TWIGRUSH COURT -
I
CH 280.000 | DATUM RL_5
| FINISHED RL 9.398
a
|
2
g|
FILE: NIBO78#122.dwq DATE: 14-01-2014 TIME: 1h46
es XCMBOTE TI SCNTOTE-RORDS US Josh
Tat [ens ann] On SORE TTS TROON T Soa TAWA TE
AMEWOMENT DETAR DESIGN cHEEK SURVEYOR: RPS
~~ Tae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q SHIRE DRIVE
is 100 10 23 4 5 Ph (07) 5436 7888 Fax (07) 5493 6630 = CROSS SECTIONS
nN 4200 A PRovect
gle pnawn cHecK PROMECT Wo, ‘pPnOvED SHAUN PILHER REQ. 1599 Brow Cansuting (QD) Pty Lid SHEET 2 OF 2
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ke (07 5470 9260 Focumile 07 5470 9262
br FOR ON SEHALF OF BROWN CONSULTING (QLOL PTY LTD STAGE C1 - C6 Bite toes bey meyer BSR! N13078£122

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE
TRAFFIC | ASSUMED | SURFACING mm) (mm) mm) TOTAL
ROAD STREET CLASSIFICATION ben's aR ‘nm che hoy | cca) ben's) BOX
(TYPE 2.2) | (TYPE 2.3) | (if required) (mm)
TWIGRUSH COURT ACCESS STREET 5 x 10° 3 30 100 100 260 490
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

NOTES:

3. THE SELECTED FILL QUANTITY, DETERMI

UNDER THE KERB AND CHANNEL TO 150

 

1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.

2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.

INED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.

4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND

mm BEHIND (TYP).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

|
Zz
a - ao
2 \ 2
- LOT 143 - - LOT 138 -
I
CH 100.000 : DATUM RL_12
FINISHED RL 15.069
\
2 2
- LOT 144 - - LOT 137 -
u
CH 80.000 DATUM RL_10
FINISHED RL 13.165
2 2
a 16.00m ROAD RESERVE a.
T
6.00m 5.00m 300m 3.0m 5.00m 6.00m
ae 30mm AC. SURFACING 0.90m - LOT 136 -
VARIES, 2% 3% 3% 2% VARIES.
1.2m CONCRETE FOOTPATH TO
CH 60.000 | LP.W.E.A.Q STD. DRG. R-0065 DATUM RL 9
LoTypE M1" KERB AND CHANNEL FINISHED RL 11.023
TO IPWEAQ STD DRG R-0080.
w! SUBSURFACE PAVEMENT DRAIN
= TO IPWEAQ STD DRG R-0140,
Zz - LOT 136 -
a
oa v 2
- LOT 146 - a \ a

 

    

 

 

 

 

 

 

 

 

CH 40.000 DATUM RL 7
FINISHED RL 9.710
I
TYPE ver kere AND CHANNEL - LOT 136 -
STEEL BEAM GUARDRAIL TO IPWEAQ STD DRG R-0080.
TO TMR STD. DRG 1474 ! a
1.2m HIGH POOL TYPE FENCE TO | t
LANDSCAPE ARCHITECTS DETAILS. ——
BIO BASIN ‘C’. REFER DRG
N13078-130 FOR DETAILS. i el
I
CH 20.000 U | DATUM RL _6
_ FINISHED RL 9.136
ol
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5 *
VC 20.0 VC 40.0) VC B0.0
(R553.1) (R4&49.4) (R461.7)
DATUM RL -3.0
CUT (-) 7 FILL sgegeesegisss s Ss gal a ss
LHS LIP LEVEL giegeess 235 $
® 7 @® F
RHS LIP LEVEL ax a\n 2/8 ae 3
DESIGN SURFACE sigslggessgsa8 § gs a8 3 88
EXISTING SURFACE [@/8¢slagigegeeS 8 8% 28) a am
CHAINAGES gegqeeieise 2 22 92 3 32
HORIZONTAL CURVES R40.000
® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-123.dwg DATE: 11-04-2004 TIME: 10:27
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
Taar [ous [an] ——. ao EST
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siF

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"MICROFICM No,

PROJECT No.

N13078

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

CLIENT

QM PROPERTIES

 

APPROVED SHAUN PILCHER REQ 14583
MATHEW HILL RPEQ 11578

“er € BRENT THOMAS RPEQ 7862

 

 

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

BROWN

Smart Consulting

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

~*~

 

‘CONSULT AUSTRALIA
Brown Consulting (QLD) Pty Ltd
Level 3, 16 Innovation Parkvoy,Biringe QLD Australia 4575.

 

Teaghone 07 5470 9260 Facsanile. 07 5470 9262
Racerw Cutern item byt Spon Bantin Coat

1 a

‘DRAWING TITLE

TWIGRUSH COURT
LONGITUDINAL SECTION
AND CROSS SECTIONS

 

 

‘DRAWING NUMBER

N13078-123

 

 

 

Page 5

 

 

ISLAND SETOUT SIGNS AND LINEMARKING LEGEND

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

  

 

 

 

 
 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
     

 

 

   
   
   
  

 

 

 

 

 

 

 

 

 

 

NOTE: PONT | EASTING | NORTHING - SINGLE BLADE STREET NAME SIGN
REFER TO N13078-110 FOR ROADWORKS 1 | 5096.763 | 120.451 r DOUBLE BLADE STREET NAME SIGN
AND DRAINAGE NOTES AND LEGEND. 2 5099.259 119.046
3 5098.836 | 117.937 NOTES:
i 5090878 1 Me Bou 4. ALL SIGNAGE AND ROAD FURNITURE TO BE IN ACCORDANCE WITH
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
KERB SETOUT 3 9094.671 | 119.269 2. ALL STREET NAME SIGNS AND ROAD SIGN INSTALLATION TO BE IN
POINT | EASTING | NORTHING $ 5095.140 120.014 ACCORDANCE WITH I.P.W.E.Q. STD. DRG. R-0130.
N 5096.558 | 1132.985 ISLAND DETAIL
2 5099.895 123.028 TT
| 3 5112.563 1115.554 SCALE (At) 110
4 5110.147 109.037 /
5 5103.126 1112.064 L a cL
6 5094.844 1115.217 : x \
7 5088.54 | 1114.788 Soo SX
8 5164.134 | 096.434 8, S&
9 _|5180.793 | 107.040 A FS
10 5178.614 092.030 / & &
1 5173.32 1082.911 \
2 5167.585 | 1078.791
B 5161032 | _1090.172
1h 5209.803 | 1128.482 156
5 5211.386 114.038
16 5207.975 | 109.787
1 5193.530 | 108.205 ~
18 5266.515 1032.817 Rith.775
19 5270.564 | _1017.679 & | 418.462
20 5257.723 | _1017.365 &
21 5261.065 1031.180
22 5 103.056 1027.145 Ri 46.525
3B 5086.309 | 1028.386 A:8.875,
2h 5091441 | 1042.231 ee
25 5104.951 1032.255 REFER ISLAND 159
DETAIL FOR SETOUT.
R:10.300
A:11,063
TYPE A - HEAVY DUTY 150 THICK CONCRETE R:10.275
166 VEHICLE CROSSING. (EXPOSED AGGREGATE FINISH) As14.247
REFER L.P.W.E.A.Q. STD. SL82 MESH 162
DRG. SEQ-RO0S1
165
: R:30.275
R:8.725 A:17.017
—_ [A37.219 SECTION AY
™ SCALE {A1): 1:100 YT)

SCALE (A3):1:200

77

TYPE A - HEAVY
DUTY VEHICLE

CROSSING. REFER
L.P.W.E.A.Q. STD.
DRG. SEQ-R051

DRIVEWAY SETOUT

 

   

 

R:30.275

 

A:17.017

+ \\
\\ POINT

 

 

 

  

 

 

 

   

 

 

TYPE A - HEAVY DUTY VEHICLE CROSSING.

     

 

REFER |.P.W.E.A.Q. STD. DRG. SEQ-R051
/

 

 

<3

 

   

 

REFER DRIVEWAY SETOUT

 

 

 

DRIVEWAY DETAIL

 

 

 

 

SCALE 1:10 (A1)

 

EASTING NORTHING
1 5253.191 1005.274
2 5256.171 1002.254
3 5256.171 1001.804
4 5258.767 1001.786
5 5258.793 1005.663
6 5259.050 1006.325
7 5259.180 1006.469
8 5260.875 1006.858
9 5257.455 1009.934
10 5257.247 1008.208
1 5256.474 1007.852
12 5235.219 1007.994
B 5235.201 1005.394

 

 

 

SCALE 1:20 (A3)

FILE: NIBOT8-124.dwg_DATE: 15-04-2014 TIME: 09:65,
PXref's: X-NBOI8-TIT X-NB3078-BASE X-NBOTS-INTERSECTION DETAILS USR: nathan taylor

 

 

3mm WIDE x D/4 DEEP SAWCUT
JOINT. TYPE ‘A’ SEALANT.

 
 

 

   
 
 
 
 
 
 
  
 
 
 
 
  
     
 
    
   
  
 
    
 
 
  
  
 
 

 

 

 

 

 

 

 

R: 30.275
A14.346

 

 

 

 

CUT 100 WIDE EVERY 2ND BAR IN
MESH CROSSING JOINT. IF COVER
LESS THAN D/4& ALLOW MESH TO
SAG LOCALLY UNDER SAWCUT.

SAWCUT JOINT

CONCRETE
SCALE
SCALE

APPROVED

DRIVEWAYS
1:20 (A1)
4:40 (A3)

POLYURETHANE 6mm

SEALANT (‘DYNATROL'

BY DYMER
APPROVED

BACKING |
SAWCUT TO

BE CUT WITHIN 24 {

HOURS OF POURING SLAB

INITIAL 3mm

 

IC OR
EQUIVALENT)

2mm
10mm

 

 

 

|

25mm

 

 

‘D'74 DEEP
SAWCUT JOINT

 

 

3mm

JOINT FILLING TYPE ’A’
SCALE 15 (At)
SCALE 1:10 (A3)

 

 

  
 
    
  
 
   

REFER DRIVEWAY SETOUT LEVELS

 

TP 116.759
120
TP 120.874

 

 

R:30.275
A:15.850
175

TP 129.474
TYPE A - HEAVY DUTY
// venue CROSSING.
REFER I.P.W.E.A.Q. STD.

DRG. SEQ-R0S51
EP 135.559

 

 

 

 

 

R:7.313
A:30.270 181

 

 

 

 

 

 

 

 

 

 

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AMEVOMENT DETAR besien cnecx SURVEYOR: RPS
mod Tk Tua 7 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES
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1500 AR PROJECT No. ‘APPROVED 7

DRAWN cHECK|

 

 

ZA | ie — Frain ee LAKE DOONELLA NOOSA

BRENT THOMAS RPED 7862
FOR LON SEHALF OF BROWN CONSULTING (QLOL PTY LTD STAGE C1 - C6

N13078

 

 

 

 

 

 

 

 

 

 

 

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, Level 3, 16 I mnie ings QLD Australia 4575
Smart Consulting ‘Gulstaninccasane a

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‘DRAWING TITLE

INTERSECTION DETAILS AND
SIGNS AND LINEMARKING PLAN
SHEET 1 OF 3

[oRawna NuMBER SSS UY

 

N13078-124

 

 

Page 6

 

Zz

 

 

NOTE:
REFER TO N13078-110 FOR ROADWORKS
AND DRAINAGE NOTES AND LEGEND.

 

 

KERB SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT EASTING NORTHING
26 5178.794 1169.708
27 5162.046 1170.949
28 5167.179 1184.794
29 5180.689 1174.818
30 5211.396 1157.621
31 5215.189 1143.901
32 5200.092 1247.133
33 5183.344 1248.374
34 5188.477 1262.219
35 5201.986 1252.243
36 5305.657 1210.772
37 5296.083 1219.993
38 5286.386 1225.038
39 5283.194 1230.225
40 5292.651 1240.463
41 5301.846 1228.683
42 5309.876 1215.230
47 5303.124 1295.512
48 5303.080 1293.442
49 5301.905 1265.523
50 5301.860 1263.430

 

 

 

 

  
    
 
     

 

 

 

 

R:8.725
A:37.219
152
153

TYPE A - HEA’
REFER |.P.W.E..

 

   

-Q. STD. DRG. SEQ-R0S1

BITUMEN IMPREGNATED BOARD N16 GALVANIZED BAR

AT 300mm CENTRES

   
   
 
  

SL92 MESH 40mm COVER

 

MESH DISCONTINUED AT THE JOINT
*ONE SIDE OF DOWEL BAR SHOULD BE GREASED

KEY JOINT DETAIL

SCALE 1:10 (A1)
SCALE 1:20 (A3)

EXPOSED AGGREGATE FINISH

SAWCUTS AT MAXIMUM 5.0m
SPACINGS, REFER DETAIL ‘B’

TYPE A - HEAVY DUTY.

\ IMPREGNATED BOARD

COMPRESSIBLE JOINT MATERIAL

(Al
180mm CONCRETE SLAB LIP
(GRADE N32)

    

 

 

INTERSECTION DETAIL DRAWINGS

BLEFLEX’ OR SIMILAR)
LEVEL AS SHOWN ON

  
   

MESH REINFORCEMENT

3-N12 TRIMMER
BARS (1.5m LONG)

 

 

    

500mm (TYP.)
THICKENING TO PERIMETER
OF ALL R.C. AREAS

SECTION

 

  

   

PAVEMENT MATERIAL

S09

DETAIL ‘A’
SCALE 1:20 (A1)
SCALE 1:40 (A3)

SCALE: 110 TAT - /

SCALE: 1:20 (A3)

SL92 MESH
40mm COVER

REFER

WITH N16 GALVANIZED BAR
AT 300mm CENTRES

TYPICAL INTERSECTION THRESHOLD TREATMENT

 

VEHICLE CROSSING. REFER
|.P.W.E.A.Q. STD. DRG.
SEQ-R051

 

R: 30.275
A:17.017

 

 

 

 

 

R: 30.275 ~
A:17.017

DUTY VEHICLE CROSSING.

 

 

 

 

R:8.875
A:16.603

 

 

 

 

SCALE 1:100 (A1)
SCALE 1:200 (A3)

 
 
     
  
      
  

R:8.725
A:37.219

 

 

 

 

 

APPROVED POLYURETHANE
SEALANT (DYNATROL BY
DYMERIC OR APPROVED
EQUIVALENT).

DEPTH OF STENCIL

       
 

DETAIL ‘A’

BACKER ROD

70mm DEEP SAW CUT

  

 

SAW CUT

DETAIL ‘B’
SCALE 1:1 (A1)
SCALE 1:2 (A3)

139

TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.A.Q. STD. DRG. SEQ-R051

138

 

R:30.275
A:17.017

 

 

 

 

R: 30.275

      
   
 

 

 

 

134

 

R:10.275
A:16.011

 

 

 

 

R:10.275
A:15.317

 

 

 

TAT6

 

 

 

 

 

 

 

 

 

  

 

 

 

 

  
  
  
 
   

 

240

 

 

R:50.275
A:2.094

 

 

250

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

142 A:17.017 ‘ LADD
154 TYPE A - HEAVY DUTY VEHICLE CROSSING. \ AM.485
REFER LP.W.E.A.Q. STD. DRG. SEQ-ROS1 |
FILE: N13078-125.dwg DATE: 11-04-2016 TIME: 11:16,
iXref's: X-N13078-TIT X-N13078-BASE X-N13078-INTERSECTION DETAILS USR: Joshua Beddow
raat [outs [oan] OnE SORE TEST SOS Te or SARTRE TE
AMEVOMENT DETAR besien cnecx SURVEYOR: RPS a

mod Tk Tua 7 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CONSULT AUSTRALIA INTERSECTION DETAILS AND
MG 1250 5 0 5 10 At Ph (07) 5436 7888 Fax (07) 5493 6630 — ww SIGNS AND LINEMARKING PLAN
N 4500 AB. T
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ale N13078 (Fee fairs Bam A NOOSA Smart Consulting lian tin whence ey [SIO TR a
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siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Deabans Corben Miibomie dychay Cagepon BenatineCoe: = Lic 4084

 

 

Page 7

 

Zz

 

 

NOTE:

 

REFER TO N13078-110 FOR ROADWORKS

AND DRAINAGE NOTES AND LEGEND.

 

 

KERB SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT EASTING NORTHING
55 5206.652 1423.485
56 5200.440 1426.171
57 5192.354 1424.281
58 5203.802 14.41.9546
59 5205.872 1436.735
60 521.003 1433.035
61 5245.141 1420.91
62 5257.396 1428.719
63 5263.888 1427.280
64 5271.696 1415.024
65 5287.315 1411.562
66 5303.163 1391.808
67 5292.713 1390.207
68 5283.486 14.01.707
69 5292.61 1337.560
70 5282.212 1327.292
nN 5282.538 1321.835
72 5292.680 311.557
73 5222.017 1333.903
Th 5205.256 1332.848
75 5208.452 1347.263
16 5223.196 1339.224

 

 

 

 

 

 

  

 

 

R:30.275
A:6.781

 

 

120

 

 

 

 

 

 

R:6.275
A:5.821

 

 

  
     
 
 

75

 

 

S
R: 30.275

 

A:6.338

 

  
  
 

   
  

 

 

 

 

 

   

 

 

 

 

 

 

 

   

  
   
  
  
  

472 696

|" 4g

 

R:10.275
A:16.140

 

 

 

    
 

 

124

 

 

R:11.775

 

 

 

 
 

 

 

 

 

  

 
 

 
 

 

R:20.
A:27,

 

366

225

 

 

 

 

 

 
 

 

 

 
 
   

 

 

420

ISLAND SETOUT

 

 

 

 

 

POINT EASTING NORTHING
1 5258.022 14.18.952
2 5258.996 14.23.345
3 5260.168 1423.085
4 5259.194 1418.692

 

 

 

 

 

 

ISLAND DETAIL
SCALE (A1) 1:10

GRADE N32 CONCRETE
EXPOSED AGGREGATE FINISH.

    
   
 
 
   

ISLAND TO BE PAINTED WITH

RETROREFLECTIVE PAINT
VARIES.

A.C. ROADWAY

SL82 MESH
(60 COVER)

SECTION (A)
SCALE {At}: 1:100 NE,

SCALE (A3):1:200

 

 

 

 

 

 

 

 

 

 

TP
STAGE C1 A:15.932
124
TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.A.Q. STD. DRG. SEQ-ROS1
129
R.30.275
A:17.017
° . Sy |
< 125 a rt 4
. R:10.275 |= r@)
& A:16.340 fo YH
! 480
q
R:30.275
A:17.017
TYPE A — HEAVY DUTY venicte crossing, 92 00
REFER |.P.W.E.A.Q. STD. DRG. SEQ-RO51
I
l
FILE: N13078-126.dwg DATE: 11-04-2004 TIME: 12:09
iXref's: X-N13078-TIT X-N13078-BASE X-N13078-INTERSECTION DETAILS USR: Joshua Beddow
Tar [ents an] On SORE TIETEET TROOP To caer SAWN TE
AMENOMENT DETAILS pesian cnecx SURVEYOR: RPS er
ae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ (CONSULT AUSTRALIA INTERSECTION DETAILS AND
ts ta § 0 5 eM Ph (07) 5436 7888 Fax'(07) 5493 6630 aoee wi SIGNS AND LINEMARKING PLAN
Sic prawn CHECK PROJECT Wo APPROVED SHAUN PLOVER REO HS Brown Const (QD) ly Ltt
MD LAKE DOONELLA N , istns Eamoed so]
aE N13078 (Fee fairs Bam A NOOSA Smart Consulting lian tin whence ey [SIO TR a
' STAGE C1 - C6 ao . ‘tam N13078-126
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Dinbens Corbown Mibourme dyciiy Cagupoee GemehineCoe: Lic 4064

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 8

 

a —_—

 

to

 

 

DODONAEA CLOSE

 

 

 

 

 

G16

 

 

 

 

 

 

 

CATCHMENT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CATCHMENT NAME| CATCHMENT AREA (Ha)
a 0.358
G2 0.433
G3. 0.096
Gh 0.065
GS. 0.252
G6 0.048
G7 0.047
G9 0.432
Gio 0.121
Git 0.213
G12 0.377
a8 0.196
G14 0.181
G5 0.067
G16 0.470
G7, 0.245
ais 0.267
a9 0.424
G20 0.337
G2 0.104
G22 0.079
G23 0.017
G24 0.039
G25 0.067
G26 0.195
120 0.067
121 0.064
122 0.064
123 0.064
124 0.070
147 0.066
148 0.064
149 0.064
150 0.063
151 0.067
156 0.076
157 0.075
116 0.074
171 0.071
178 0.079
119 0.084

 

 

 

  

 

 

 

FL; N13078-127.dwq_ DATE: 19-03-2016 TIME: 10:25
Piref’s: X-NIBU7E-TIT X-NBOTB-BASE USR: Josh

 

 

 

 

 

 

 

 

 

 

 

FST

TCALCS [DRAWN] _OATE

 

AMENDMENT DETAILS.

ALE UME
DESIGN CHECK se (METRES)

 

 

 

 

 

 

 

woe TF | [mone

ala

MG 11000 100203005
u

o|c Drawn cHeox | 12000 3
tp

i

NIE

sir

 

 

 

 

 

 

 

 

MIGROFICM No,

PROJECT No.

N13078

 

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

"APPROVED.
“er € BRENT THOMAS RPEQ 7862

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

SHAUN PILCHER RPE. 14593}
MATHEW HILL RPEQ 11578

“CLIENT

QM PROPERTIES

 

 

PROECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

Smart Consulting

(CONSULT AUSTRALIA

WD

Brown Consulting {QLD) Pty Let

Level 3, 1¢ Innovation arkvey,Diringe QLD Aurtralia 4575.
Teephone 07 5470 9260 Facsimile 07 54709262 isovant
Raber Caters labours tay Rape Cantwcoet LIC 4064

1

‘DRAWING TITLE

STORMWATER DRAINAGE
CATCHMENT PLAN

 

‘DRAWING NUMBER

 

 

N13078-127

 

 

Page 9

 

 

NOTE:
REFER TO N13078-131 FOR BIO
DETENTION BASIN NOTES AND DETAILS.

 

 

 

 

Zz

   
    
  
  
       
  

  

REFER OUTLET THROUGH ROCKWALL
DETAIL ON DRG. N13078- 131

     

   

    

STEEL GUARD RAIL. REFER
T.M.R. STD. DRG. 1474

600x600 CHAMBER
WITH SOLID LID.

600x600 FIELD INLET WITH
GRATED LID. RL 13.000

225 OUTLET PIPE. REFER
DRG. N13078-131 FOR DETAILS.

Blo RETENTION AREA 150m?

~150@ SMOOTH WALLED SLOTTED eve PIPE -
MIN 0.5% GRADE AND MAX 2.5m SPACINGS.
REFER DRG. N13078-131 FOR DETAILS.

 

 

STORAGE VOLUME TO
RL 14.40 = 1100m?

 

 

902

 

 

 

i
PROVIDE 20m? ROCK PROTECTION

   

 

 

 

 

 

 

  

 

ACCESS TRACK SETOUT BIO-RETENTION BASIN DETAILS

 

 

 

 

 

 

 

 

CH 0.000 €5157.611 N1017.544 PARAMETER BASIN
CH 0.262 £5151.783 N1017.346 FILTER SURFACE AREA (m?) 200
R=5.000 FILTER SURFACE LEVEL (m) 12.70
DEF=18d38'53.88" TEMPORARY PONDING DEPTH (mm) 300
TL=0.821 STORAGE VOLUME (m3) "100
ARC=1.627 TOP OF EMBANKMENT (m) 14.80
CC E5155.560 N1020.622 EMERGENCY WEIR LEVEL (m) 16.40

 

 

IP E5152.321 N1016.726

 

 

CH 1.889 £5153.029 N1016.310
CH 4.952 £5155.670 N1014.760
R=5.750
DEF=99d49'42.70"
TL=6.832
ARC=10.018
CC £5158.581 N1019.719
IP E5161.562 N1011.302
CH 14.971 £5163.964 N1017.697
CH 25.542 £5167.680 N1027.594

BASIN WALL SETOUT

LEGEND
EXISTING SURFACE CONTOUR
— — —50.0___ DESIGN SURFACE CONTOUR
— ——.— — — SLOTTED PVC PIPE WITH C.I. CAP
SUBSOIL CLEAN OUT POINT
HORA ESOOSSO: PROPOSED BLOCKWORK RETAINING WALL
(1.00) WALL HEIGHT (IN METRES)
‘sw0—— PROPOSED STORMWATER PIPE

 

 

 

SAFETY FENCE - AS DETAILED
STEEL BEAM GUARDRAIL

ROCK ARMOURING SCOUR PROTECTION
BASIN FILTER AREA
DETENTION AREA

BASIN FILTER SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
     

POINT | EASTING NORTHING POINT | EASTING NORTHING
1 5155.025 | 1019.054 A 5164.987 | 1034.444
2 5159.344 | 1030.723 B 5182.976 | 1083.340
3 5174.465 1071.574 C 5186.012 1082.174
4 5176.314 1081.377 D 5167.922 1033.379
5 5180.729 | 108.486
6 5185.908 | 1092.034
7 5192.307 1087.646
8 5169.756 1026.817
9 5163.70 __|1010.671
~ LOT 162 - + SETOUT IS TO BOTTOM OF WALL
CONCRETE SLEEPER RETAINING WALL. sam HIGH POOL TYPE FENCE 10
2m
REFER N13078-109 FOR DETAILS | ~~ tatoscare ARCHITECTS DETAILS
CARISSA PLACE * TOP OF WALL .

 

    

STEEL BEAM GUARDRAIL
TO TMR STD. DRG 1474

BLOCKWORK RETAINING WALL.

 

MIN

RL 14.80

: N T_0.50m
WER LEVEL 14.40]

 

BASIN RL 12.70

1% (TYP)

 

 

REFER N13078-109 FOR DETAILS

 

 

SECTION
SCALE (Al:
SCALE (A3):1:200

 

- LOT 163 -

   
 

CARISSA PLACE ‘

 

 

 

a

wT

 

 

 

!

BIO-RETENTION AREA 200m?.
REFER N13078-131 FOR FILTER DETAILS

1.2m HIGH POOL TYPE FENCE TO
LANDSCAPE ARCHITECTS DETAILS.

TOP OF WALL

MIN

RL 14.80 0.50m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

F100 WSL_RL 14.3 WIER LEVEL 14.40]
Dsp ROCK = 300mm @ 300mm THICK “WSL_RL 1382. —°~—~OSCSCSS~*drY
| i REFER |.P.W.E.A.G. STD. DRG. l Ee
STEEL GUARD RAIL. REFER WSUD-006 FOR WEIR DETAILS Ns Sj
T.M.R. STD. DRG. 1474 suesbiL ORAIN |
| / / /
CLEANOUT POINT y 7 y ROCK SIZE (Deg): BIO-RETENTION AREA 200m2,
: | / / Dsp ON THE ENGINEERING PLANS SHOW REFER N13078-131 FOR FILTER DETAILS
/ ROCK WORKS DENOTED AS HAVING SECTION — ca
// / SIZES OF Dsp. Dsp CORRESPONDS TO THE SCALE (A3):1.200
7 MEDIAN DIAMETER OF WHICH HALF OF
7 , THE ROCK SIZES SHALL BE GREATER
Uv AND HALF OF THEM SHALL BE
7 A ( , SMALLER. THE ROCK SHALL BE WELL
™= a Tk. yr 45 UO GRADED AND HAVE A MAXIMUM SIZE NO
DRIVEWAY CROSSOVER TO ) GREATER THAN 30% AND A MINIMUM
IPWEAG STD PRE. SEG R-050 ‘ SIZE NO SMALLER THAN Dso. FOR
4.974 EXAMPLE IF Dsp = 400mm IS SPECIFIED,
Tp THE EQUIVALENT ROCK DIAMETER
RANGES FROM 280mm TO 520mm.
3.50m WIDE TURFED ACCESS /
TRACK AT MAX GRADE 1 IN & A
Ad
/ Ml,
FILE: N13078-128.dwq DATE: 16-04-2014 TIME: 12:36
iXref's: X-N13078-TIT X-N13078-BASE X-N13078-CONTOURS USR: nathan taylor
Tear [ones bene] On rao THRO We crew DRAWS TTT
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS wr
med Tk Tuan 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q “ea STORMWATER DRAINAGE
it 1250 § 0 5 Da Ph (07) 5436 7888 Fax (07) 5493 6630 = BIO DETENTION BASIN A
u 4500 AB PRovect
plc DRAWN CHECK | PROJECT No. ‘APPROVED SHAUN PILCHER RPEQ 14593| sn catty td LAYOUT PLAN AND SECTIONS
ae iatevitl a ioe LAKE DOONELLA NOOSA ing iether aD iundnls ael
aE N13078 Poo RENT THOMAS RPE Tet STAGE C1 - C6 Smart Consulting it vata tees ioscan i =|” 13078-128 iaUE
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD eben Corton Mabouree dyciay Wnqepone Gunatine Coat:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE: LEGEND
REFER TO NI3078-131 FOR BIO BASIN FILTER SETOUT BASIN WALL SETOUT EXISTING SURFACE CONTOUR
DETENTION BASIN NOTES AND DETAILS. POINT | EASTING NORTHING POINT EASTING NORTHING ACCESS TRACK SETOUT BIO-RETENTION BASIN DETAILS _— — —500______ DESIGN SURFACE CONTOUR
A 5287.156 1096.971 1 5255.639 1094.829 : . : PARAMETER BASIN SLOTTED PVC PIPE WITH Cl. CAP
B 5287.104 116.286 2 5268.617 110.200 CH 2.034 £5260.458 N1079.541 FILTER SURFACE AREA (m’) 150 ~~ ~~ SUBSOIL CLEAN OUT POINT
C 5295.654 116.233 3 5298.793 1127.453 R=7.070
DER -69056°S5.22" FILTER SURFACE LEVEL (m) 9.00 \ORQEAESE529,. PROPOSED BLOCKWORK RETAINING WALL
D 5295.642 1096.941 4 5300.147 1125.155 = . TEMPORARY PONDING DEPTH (mm) 300
TL=4.943 (1.001 WALL HEIGHT (IN METRES)
5 5300.151 1093.092 ARC.8.627 STORAGE VOLUME (m3) 1080
N 6 5272.625 1093.120 Ce pasba Sub N1083,966 TOP OF EMBANKMENT (mi 10.80 ——sw— PROPOSED STORMWATER PIPE
7 5263.461 1089.679 : : —) -
| IP £5263.552 N1083.396 EMERGENCY WEIR LEVEL (m) 10.50 SAFETY FENCE - AS DETAILED

 

 

 

 

 

 

 

 

 

CH 10.661 E5260.994 N1087.625
CH 12.486 £5260.050 N1089.186
R=7.000
DEF=71d20'33.39"
TL=5.025
ARC=8.716
CC £5266.039 N1092.809
IP £5257.449 N1093.485
CH 21.202 E5260.691 N1097.324

ROCK ARMOURING SCOUR PROTECTION
BASIN FILTER AREA
DETENTION AREA

 

 

 

 

 

CH 24.958 £5263.114 N1100.194 FAUNA CROSSING SETOUT
> POINT EASTING | NORTHING RL
>) A 5239.662 | 1073.748 11.400

B 5253.406 | 1090.875 11.250

 

 

 

 

 

 

 

 

 

Ol]

 

 

 

     

   
    
   
    

  
 
 
 
  

 

 

    

   
   

 

      

 

  
     
    

   
 

 

 
 

 

 

 

   
   
 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
  

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\
901 TIN 4 MAX ee
PROVIDE FILL OVER
wea SEWER ALONG BOUNDARY
, oy  ~ LOT 172 -
2
BLOCKWORK RETAINING WALL.
A | REFER N13078-109 FOR DETAILS
Uv ey 150 SMOOTH WALLED BATTER 1 IN 4 MAX,
REFER I.P.W.E.A.Q. STD. ORG. NS. 9.36 ¢ TW. 10.80 SLOTTED PVC PIPE - TO LOT BOUNDARY
«> . a. = 9
____WSUD-006 FOR WEIR DETAILS -@ aw. 9.00 a7 MIN 0.5% GRADE AND
2) 8 . o
> APPROX SPILLWAY & 2_4 La Ww. 9.00 MAX 2.5m SPACINGS 0.25 = TOP OF WALL TOP OF WALL
LOCATION AT RL 10.50 9, BIO RETENTION ARCA DOr Bi [: " Vai RL 10.80 BASIN RL 9.00 MIN RL 10.80 —
-_- } |
4 ws == rf WIER LEVEL 10.50
"TW. 10.80 = aa nan ee
ye 9-00 STORAGE VOLUME 70 [ Cranour cows H—.—._ i deena | LOCALISED FILLING BETWEEN
RL 10.50 = 1080m H 1% (TYP) BOUNDARY AND WALL
4
rn BIO-RETENTION AREA 150m2,
REFER N13078-131 FOR FILTER DETAILS
SECTION (8B
SCALE (At: 1100 \—
t— 3.50m WIDE ACCESS TRACK SCALE (A3}:1:200
AT, MAX GRADE 1 IN &
- 172 BATTER 1 IN 4 MAX.
Pa TO LOT BOUNDARY 2
— 0.25 TOP OF WALL TOP OF WALL 150m
/ i ts RL 10.80 BASIN RL 9.00 MIN RL 10.80
‘ IR / t/ WIER LEVEL 10.50 Q 1
DRIVEWAY CROSSOVER TO Z J i iataliaiatiaialiaiaiiatatertiea H
/IPWEAQ STD DRG, SEQ R-050 = cee re Ho H
Ra KOS i—t—/ | / H H
i Gee eee a ees —— REN
BIO-RETENTION AREA 150m2,
REFER N13078-131 FOR FILTER DETAILS
SECTION (“A
SCALE (AT: 1100 {7
SCALE (43}1:200
FILE: N13078-129.dwg DATE: 16-04-2014 TIME: 09:29
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-CONTOURS USR: nathan taylor
Trav [ons [awe] ONE SORE TTT SORT he ENT RE TE
AMENOMENT DETAILS estan cuecK SURVEYOR: RPS Fe
~ Me A | an 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q CONSULT AUSTRALIA STORMWATER DRAINAGE
ie 1250 5 0 5 oa Ph (07) 5436 7888 Fax (07) 5493 6630 _ wD BIO DETENTION BASIN B
N 1500 AB apPROveD sl T
Bie Prawn cEck PROWECT Ne ‘APPROVED SHAUN PLHER RPEQ. 1593 Brown Const (QD) ly Ltt LAYOUT PLAN AND SECTIONS
MD LAKE DOONELLA N . fi 13 od eee
aE N13078 J Fee ES A NOOSA Smart Consulting iis nim tim aan ey [arena we =
t STAGE C1 - C6 aon . ‘ae N13078-129
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD aber Cerbors Wniboarne Sychay Cmynpow Gmebinscoert Lic 408+

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 11

 

Zz

  
  
 
  
         
 
   
  
  
    
       
    
  
   
 
        

  

\.
>
148 's
\ REFER OUTLET THROUGH ROCKWALL

Z

 

NOTE:
REFER TO N13078-131 FOR BIO

 

FAUNA CROSSING SETOUT

 

 

DETENTION BASIN NOTES AND DETAILS.

 

 

 

 

 

 

 

POINT EASTING | NORTHING RL
A 5224.658 | 1085.484 9.200
B 5234.347 | 1106.542 8.600

 

 

PB

   
      

TING

4506 RCP

a

|
~ DODONAEA CLOSE -

CULVERT CROSSING DETAIL
SCALE (A1) 1:100

eS |

\ PSS

  

 
 

DETAIL ON DRG. N13078-131

ss
TW. 9.674) 8
BW. 9.1

NS 9.63
<

Sp

/ eo) %
DRIVEWAY , CROSSOVER TO y
= rpwega STD DRG. SEQ R-050 ”

 

7 LS:

FILE: NIBO78-130.dug DATE: 16-04-2014 TIME: 0931
xref's: X-NBBOI8-TIT X-NBO078-BASE X-NEBO78-CONTOURS USR: nathan taylor

—-— tN

A I
Rp'50D SMOOTH WALLED SLOTTED PVC PIPE -
*S~ MIN 0.5% GRADE AND MAX 2.5m SPACINGS

| “~
STORAGE VOLUME TOs
RL 9.30 = 1210m?

146

  

3.50m/WIDE TURFED ACCESS
TRACK AT MAX GRADE 1 IN &

===
TWIGR

Ls

PB

 

SMO
USH COURT

7
RL_ 9.337

SUBSOIL DRAIN
CLEANOUT POINTS

 

- SPILLWAY LOCATION AT RL 9.00
PROVIDE 20m? ROCK PROTECTION

Dsp = 200mm L = 2.0m

— BIO RETENTION AREA 400m?

D5 ROCK = 300mm @ 300mm THICK

REFER |.P.W.E.A.Q. STD. DRG.
WSUD-006 FOR WEIR DETAILS

 

 

PROVIDE 4.0m? ROCK PROTECTION

   
   
 

 

375@ OUTLET PIPE. REFER
DRG. N13078-131 FOR DETAILS.
x600 FIELD INLET
WITH GRATED LID.

 

 

 

LEGEND
EXISTING SURFACE CONTOUR

 

 

 

 

 

 

 

 

BIO-RETENTION BASIN DETAILS _— — —500___ DESIGN SURFACE CONTOUR
PARAMETER BASIN _ ____ SLOTTED PVC PIPE WITH Cl. CAP
FILTER SURFACE AREA (m4) 400 SUBSOIL CLEAN OUT POINT
FILTER SURFACE LEVEL (m) 7.30 (CREQCASA5E5, PROPOSED BLOCKWORK RETAINING WALL
TEMPORARY PONDING DEPTH (mm) 300 sn00) WALL HEIGHT (IN METRES)
STORAGE VOLUME (m3) 1210
TOP OF EMBANKMENT Tr) 930 sw——— PROPOSED STORMWATER PIPE
EMERGENCY WEIR LEVEL (m) 9.00 — 7— SAFETY FENCE - AS DETAILED

 

 

 

 

 

 

STEEL GUARD RAL. REFER
T.MR. STD. DRG. 1474

  

 

 

- LOT 146 -

1

1.2m FOOTPATH

STEEL BEAM GUARDRAIL

ROCK ARMOURING SCOUR PROTECTION
BASIN FILTER AREA

DETENTION AREA

 

BASIN WALL SETOUT BASIN FILTER SETOUT

 

 

 

 

 

 

 

 

  

POINT [EASTING [NORTHING POINT [EASTING [NORTHING
1 5227.434 116.158 A 5255.987 1180.018
2 5244.987 1175.941 B 5282.393 1202.227
3 5278.841 1204.471 c 5283.965 1208.234
4 5279.920 1208.597 D 5283.237 1217.358
5 5219.236 1217.143 E 5283.617 1217.388
6 5282.814 1221.342 F 5291.917 1213.365
7 5284.618 121.449 G 5294.686 1210.085
8 5294374 126.373 H 5298.024 1206.898
9 5303.253 1208.228 J 5260.106 174.990
10 5303.297 1206.090
" 5254418 164.919
12 5242.182 1154.610
* SETOUT IS TO BOTTOM OF WALL
ROCK SIZE (D5o): ACCESS TRACK SETOUT
Dsy ON THE ENGINEERING PLANS SHOW CH 0.000 £5224.777 N1153.586
ROCK WORKS DENOTED AS HAVING CH 0.001 £5224.778 N1153.586
SIZES OF Dsp. Dsp CORRESPONDS TO THE R=30.000
MEDIAN DIAMETER OF WHICH HALF OF DEF=2749'55.25"
THE ROCK SIZES SHALL BE GREATER TLe7.248
SMALLER. THE ROCK SHALL BE WELL ARM 224
GRADED AND HAVE A MAXIMUM SIZE NO cern dee
GREATER THAN 30% AND A MINIMUM . "
SIZE NO SMALLER THAN Dsp. FOR CH 14.225 £5237.255 N1160.135
EXAMPLE IF Dsp = 400mm IS SPECIFIED, CH 30.409 £5249.418 N170.811
THE EQUIVALENT ROCK DIAMETER
RANGES FROM 280mm TO 520mm.
& TOP OF WALL 2
| TOP OF WALL 9.50
IN 4 I MIN RL 9.30

 

MIN RL 9.30 NJ
__WIER LEVEL 9.00

 

 

 

BASIN RL _7.30

 

 

 

  

BIO-RETENTION AREA 400m?
REFER N13078-131 FOR FILTER DETAILS

SECTION (A
SCALE (At: #100 \—

SCALE (A3):1:200

 

ALCS,

JoRAWN] —_OATE

 

F

DESIGN CHECK
ae AMENDMENT DETAILS.

 

=>

 

oszmzozm

 

4250 5

"SCALE (METRES 7

0M

 

 

4500
DRAWN CHECK|

 

 

 

 

 

 

 

 

 

 

a3

 

"MICROFIM No,

PROJECT No.

N13078

 

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

"APPROVED.
MATHEW HILL RPEQ 11578

“7e BRENT THOMAS RPEQ 7862

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

SHAUN PILCHER RPEQ 14593}

‘CLIENT

QM PROPERTIES

 

 

PROJECT

LAKE DOONELLA NOOSA

STAGE C1 - C6

 

 

 

Oo \ A STORMWATER DRAINAGE
BR WN wD BIO DETENTION BASIN C
. Brown Consuthg (QLD) Pty LAYOUT PLAN AND SECTIONS
Smart Consulting Tetinnainaterana Sal" 919078-130 =

 

 

 

 

Page 12

 

Fi

Cl. CAP. EXTEND CAP TO

APPROX. 100mm ABOVE
BIO-RETENTION SURFACE.

SCREW CAP FIXED USING 3 SCREWS

EXTEND LINER 300mm UNDER

FILTER MEDIA - DEPTH 600mm SANDY
LOAM CONSISTENT WITH CURRENT
FAWB SPECIFICATIONS

TRANSITION LAYER - DEPTH 100mm
COARSE SAND - NOMINAL PARTICLE SIZE 1mm

150mm x 150mm CONCRETE
SURROUND TO CLEANOUT RISER

[
STORMWATER QUALITY W.S.L 0

 

LINER TO EXTEND
AND BE FIXED TO

 

 

0.30m

 

TOPSOIL AND PIN TO EMBANKMENT ——*—~

SUBSOIL DRAIN CLEANOUT - PVC PIPE (NON
SLOTTED) AND CONNECTOR CLEANOUTS AT
HEAD OF SUBSOIL DRAIN AS SHOWN ON PLAN

   

 

 

 

GRAVEL DRAINAGE LAYER - DEPTH

 

VARIES (200mm MIN) TO SUIT GRADE OF
SUBSOIL PIPES. 2-4mm AGGREGATE NO FINES

UPVC JOINT TO
CONNECTION RISER
TO SLOTTED PIPE

  

 

 

 

 

oat)

 

300mm INTO MEDIA
PERIMETER OF PIT

kK

[" TYPE 1 FIELD INLET
pe

SURFACE LEVEL, INVERT LEVEL,
AND SIZE AS SPECIFIED.

 

50mm

 

PROVIDE BIDUM A12 OR
HDPE LINER - REFER NOTE

 

EL

 

 

He

  

rp

 

 

 

 

150% SMOOTH WALLED SLOTTED
PVC PIPE - MIN 0.5% GRADE
AND MAX 2.5m SPACINGS

TYPICAL BIO RETENTION BASIN SUBSOIL DRAIN
CLEAN OUT AND FILTER MEDIA SPECIFICATIONS

ROCK ARMOURING NOTES:

1. ROCKS TO BE DURABLE BLUE STONE OR OTHERWISE
APPROVED BY SUPERINTENDENT.

2. EACH ROCK SHALL BE

- ANGULAR IN SHAPE (PROMOTES INTERLOCKING)
- FREE FROM OVERBURDEN, SPOIL, SHALE AND
ORGANIC MATERIAL.

3. NEITHER BREADTH NOR THICKNESS OF A SINGLE ROCK
SHALL BE LESS THAN ONE HALF ITS LENGTH (ie THE
ROCK SHALL BE CHUNKY RATHER THAN FLAT).

4, ROCKS TO BE PLACED AND INTERLOCKED INTO
POSITION AND BUILT UP TO FINAL LEVELS SHOWN,
ENSURING COVERAGE OF GEOFABRIC.

5. GAPS BETWEEN THE ROCKS ARE TO BE FILLED BY
DROPPING SMALL ROCKS INTO GAPS AND LOCKING
INTO POSITION WITH A CROWBAR.

6. ALL ROCKWORK TO BE PLACED OVER BIDIM A24 OR
EQUIVALENT.

7. FOR ROCK SIZED SPECIFIED AS Dso ON THE DRAWINGS,

THIS CORRESPONDS TO THE MEDIAN DIAMETER OF
WHICH HALF OF THE ROCK SIZES SHALL BE GREATER
AND HALF OF THEM SHALL BE SMALLER. THE ROCK
SHALL BE WELL GRADED AND HAVE A MAXIMUM SIZE
NO GREATER THAN 30% AND A MINIMUM SIZE NO
LESS THAN 30% SMALLER THAN Dso. FOR EXAMPLE
IF Dso = 400mm IS SPECIFIED, THE EQUIVALENT ROCK
DIAMETER RANGES FROM 280 to 520mm.

 

NOTE:

APPROPRIATENESS OF GEOTEXTILE LINER AS
AN ALTERNATIVE TO HDPE LINER TO BE
ASSESSED BY GEOTECHNICAL ENGINEER AT
CONSTRUCTION STAGE FOLLOWING TESTING OF
INSITU SOILS.

 

 

 

 

NOTES:

1, REFER DRAWING N13078-128 TO N13078-130
FOR BASIN SECTIONS AND DETAILS.

2. REFER DRAWING N13078-107 TO N13078-109
FOR EARTHWORKS NOTES AND DETAILS.

 

 

 

f NBOI8-(BLdug ATE: 12-02-2004 TIME: 1439

Xref’s: X-NIB078-TIT USR: leigh fry

SCALE 1:20 (A1)

BIO RETENTION INSTALLATION NOTES:
THE PLACEMENT OF DRAINAGE, TRANSITION AND FILTER
MEDIA LAYERS MUST BE UNDERTAKEN CAREFULLY TO
ENSURE CORRECT DEPTH, SLOPE AND COMPACTION:

DEPTH:

FILTER MEDIA SHOULD BE INSTALLED AND

COMPACTED IN TWO LIFTS FOR DEPTHS OVER 500mm.

SLOPE:

THE TOP SURFACE OF THE DRAINAGE LAYER,

TRANSITION LAYER AND FILTER MEDIA LAYER SHOULD BE
FLAT. A SPREADER BAR SHOULD LEVEL THE SURFACE OF
EACH LAYER.

COMPACTION: THE FILTER MEDIA MUST BE LIGHTLY
COMPACTED DURING INSTALLATION TO PREVENT THE
MIGRATION OF FINE PARTICLES. THIS CAN BE ACHIEVED
WITH A SINGLE PASS OF A LIGHT ROLLER SUCH AS A
DRUM LAWN ROLLER. A VIBRATING PLATE CAN ALSO BE
USED TO COMPACT SMALL BIO RETENTION SYSTEMS OR
‘POZITRACK’ BOBCATS CAN BE USED FOR LARGE SYSTEMS.
ENSURE ONLY ONE COMPACTING PASS IS MADE OVER THE
MEDIA FOR LIGHT COMPACTION.

we UNSLOTTED PVC

COLLECTOR PIPE - MIN 0.5% GRADE

 

PROVIDE 300mm
THICK CONCRETE

\ omer PIPE -

SIZE AS SPECIFIED

INFILL

 

1.0m WIDE, 0.45m DEEP, 0.20m
THICK CONCRETE (SL81 MESH
CENTRAL) SUPPORT UNDER PIPE

TYPICAL OUTLET THROUGH ROCKWALL DETAIL

 

SCALE 1:50 (A1)

BIO RETENTION BASIN CONSTRUCTION SEQUENCE NOTES:

it CONSTRUCTION AND ESTABLISHMENT OF BIO RETENTION BASINS IS TO BE STAGED AS FOLLOWS:
FUNCTIONAL INSTALLATION - ONCE THE MAJORITY OF THE SUBDIVISION WORKS ARE COMPLETE, THE
BASIN CONSTRUCTION INCLUDING EARTHWORKS, INLETS, OUTLET STRUCTURES, SUBSOIL DRAINAGE,
TRANSITION LAYERS, FILTER MATERIAL, PROTECTIVE LAYERS AND EROSION AND SEDIMENT CONTROL
MEASURES ARE TO BE UNDERTAKEN BY THE CIVIL CONTRACTOR. THE FILTER MEDIA WITHIN THE BIO
RETENTION BASIN IS TO BE COVERED WITH A PROTECTIVE GEOFABRIC LAYER (BIDIM A12 OR
EQUIVALENT), THEN COVERED WITH 75mm OF TOPSOIL AND TURFED OR GRASS SEEDED TO THE
SATISFACTION OF COUNCIL. SILT FENCES ARE TO BE ERECTED AROUND THE OUTSIDE OF THE BASIN.
ACCEPTANCE OF THE COMPLETED SUBDIVISION WORKS ON AND OFF MAINTENANCE BY COUNCIL IS TO
EXCLUDE THE PROTECTIVE LAYERS WITHIN THE BIO BASINS.

2, BUILDING CONSTRUCTION - THE PROTECTIVE GEOFABRIC AND GRASS LAYER AND THE EROSION AND
SEDIMENT CONTROL MEASURES ARE TO REMAIN IN PLACE DURING THE BUILDING CONSTRUCTION PHASE.
THE BUILDING CONSTRUCTION PHASE IS TO BE THE TIME FOR COMPLETION OF 12 MONTHS FOLLOWING
COMPLETION OF THE SUBDIVISION WORKS OR AS CONDITIONED BY THE LOCAL COUNCIL, WHICHEVER IS
SHORTER. THE MAINTENANCE OF THE BASINS INCLUDING INLETS, OUTLETS AND EROSION AND SEDIMENT
CONTROL MEASURES IS TO BE UNDERTAKEN BY THE CIVIL CONTRACTOR FOR THE DURATION OF THE
BUILDING CONSTRUCTION PHASE.

3. OPERATIONAL ESTABLISHMENT - FOLLOWING COMPLETION OF THE BUILDING CONSTRUCTION PHASE, THE
TURF, TOPSOIL AND PROTECTIVE GEOFABRIC IS TO BE REMOVED AND THE BASIN RE-PLANTED WITH
VEGETATION AND LANDSCAPING AS PER THE LANDSCAPE DESIGN DRAWINGS. WORKS UNDERTAKEN FOR
OPERATIONAL ESTABLISHMENT ARE TO BE UNDERTAKEN BY OTHERS AND WILL BE SUBJECT TO A
SEPARATE ACCEPTANCE BY COUNCIL FOR ON AND OFF MAINTENANCE.

4, IN-SITU INFILTRATION TEST - AN IN-SITU INFILTRATION TEST WILL BE REQUIRED PRIOR TO
ON-MAINTENANCE BEING GRANTED BY COUNCIL. THE TEST WILL NEED TO ACHIEVE AN AVERAGE RATE
OF 180mm/h INFILTRATION (WITHIN APPROPRIATE TOLERANCES) WITH AT LEAST & SAMPLE LOCATIONS
AROUND THE BASIN. ANOTHER IN-SITU INFILTRATION TEST WILL BE REQUIRED FOR OFF-MAINTENANCE.

BIO RETENTION PARTICLE SIZE DISTRIBUTION AND PROPERTIES GUIDE:
SOURCE: (BIOFILTRATION MEDIA GUIDELINES (VERSION 3.01), PREPARED BY THE FACILITY FOR ADVANCING
WATER BIOFILTRATION (FAWB), JUNE 2009.) & (BIO-RETENTION TECHNICAL DESIGN GUIDELINES (VERSION 1)
PREPARED BY ‘WATER BY DESIGN’ (OCTOBER 2012)

MATERIAL COMPOSITION RANGE GUIDE:

CLAY AND SILT <3% (<0.05mm)
VERY FINE SAND 5-30% (0.05-0.15mm)
FINE SAND 10-30% (0.15-0.25mm)
MEDIUM TO COARSE SAND 40-60% (0.25-1.0mm)
COARSE SAND 71-00% (1.0-2.0mm)
FINE SAND <3.0% (2.0-3.4mm)

WHILE TOTAL CLAY AND SILT CONTENT OF 3% IS RECOMMENDED, A CLAY AND SILT CONTENT UP TO 6%
IS ACCEPTABLE PROVIDED:

© THE SATURATED HYDRAULIC CONDUCTIVITY IS BETWEEN 100mm/hr & 300mm/hr AND

© THE REMAINING MATERIAL MEETS THE COMPOSITION RANGE SPECIFIED ABOVE.

SOIL_SPECIFICATIONS:

© TOTAL NITROGEN CONTENT - <1000mg/kg

© ORTHOPHOSPHATE CONTENT - <80mg/kg SOILS WITH TOTAL PHOSPHORUS CONCENTRATIONS >100mg/kg
SHOULD BE TESTED FOR POTENTIAL LEACHING. WHERE PLANTS WITH MODERATE PHOSPHORUS
SENSITIVITY ARE TO BE USED, TOTAL PHOSPHORUS CONCENTRATIONS SHOULD BE <20mg/kg)

© ORGANIC MATTER CONTENT - AT LEAST 3% (w/w). AN ORGANIC CONTENT LOWER THAN 3% IS
LIKELY TO HAVE TOO LOW A WATER HOLDING CAPACITY TO SUPPORT HEALTHY PLANT GROWTH. IN
ORDER TO COMPLY WITH BOTH THIS AND THE TOTAL NITROGEN AND ORTHOPHOSPHATE CONTENT
REQUIREMENTS, A LOW NUTRIENT ORGANIC MATTER WILL BE REQUIRED.

© pH - AS SPECIFIED FOR ‘NATURAL SOILS AND SOIL BLENDS’ 5.5-7.5 (pH 1:5 IN WATER)

© ELECTRICAL CONDUCTIVITY - AS SPECIFIED FOR ‘NATURAL SOILS AND SOIL BLENDS’ <1.2 dS/m.

 

Fr

sue TF | OL

ST [CALCS [DRAWN] _OATE
OL

 

AMENDMENT DETAILS.

 

=>

 

Oszmzozm:

 

DESIGN CHECK

 

 

 

 

 

 

 

 

= elo[=]>

 

 

DRAWN CHECK|

 

"SCALE (METRES 7 MIGROFIUM No,

AS SHOWN

PROJECT No.

N13078

 

SURVEYOR: RPS
1 INNOVATION PARKWAY,

"APPROVED.

oe

 

Ph (07) 5436 7888 Fax (07) 5493 6630

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

CLIENT

BIRTINYA QM PROPERTIES

 

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

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

 

 

 

\ os STORMWATER DRAINAGE
ww BIO DETENTION BASIN
. Brown Conutrg(QAD)Ptylkd = me NOTES AND DETAILS
Smaart Constlting i} rerio tensa tania ts ie |S woes aa
Ble OSD Fink OSD N13078-131

 

 

 

 

Page 13

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET 1 OF 4

LONGITUDINAL SECTIONS
N13078-132

STORMWATER DRAINAGE

‘DRAWNG TITLE
RAWING NUMBER

iS

 

 

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Page 14

 

 

 

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

 

 

 

Page 15

 

 

 

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