Skip to the record
The only place to find full transcripts.

Original source · versioned page text

Engineering Civil Plans

of 5

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
8/05/2013 2:27:54 PM

 

                

4] STORMWATER

_STORMWATER TREATMENT
BASIN CATCHMENT B)(APPROX
65m’) IF REQUIRED |
se :

TEMPORARY GREEN
SPACE REFER

ARCHITECTS DRAWINGS

—=TREATMENT BASIN
,\CATCHMENT D =
A 2
== (APPROX 40m’) DETENTION TANK
| CATCHMENT D
SF Sy

STORMWATER

 

  
 

   

 

 

 

 

 

    

STORMWATER
TREATMENT BASIN
CATCHMENT C

| & (APPROX 45m?)

DETENTION TANK

CATCHMENT C

!
/
/

|

TEMPORARY GREEN
SPACE REFER
ARCHITECTS DRAWINGS —\

TREATMENT BASIN
CATCHMENT A
(APPROX120m?)

   

 

OUTLET TO EXISTING
OPEN DRAIN IN PARK

SUBJECT TO FUTURE ROAD DEDICATION
NOT PART OF THIS APPLICATION

0

Fe

5

 

 

10 15 20 25m

ee ee |

SCALE 1 : 500 @ A1- 1: 1000 @ A3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND:
[Q03T]] TEMPORARY GREEN SPACE

EE STORMWATER TREATMENT BASIN
GE DETENTION TANKS

—a INDICATIVE PAVEMENT FALL.
-+21.30 INDICATIVE PAVEMENT LEVEL

= == = FUTURE DEVELOPMENT LINE

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Rev Description

 

 

‘Associated Consultants

Client

COLES GROUP PROPERTY
DEVELOPMENTS

 

TO

consulting engineers
AB.

 

      

Drawn)

DWH

 

Designed
DWG

Verified Project:
OR 5 NOOSA JUNCTION - NOOSA FAIR SITE -

 

 

‘Approved
D Reynolds

 

RPEQ No 9072

PROPOSED EXTENSION RE-DEVELOPMENT

 

 

RDP.
LOCAL AUTHORITY Sunshine Coast Council
MCU APPROVAL TBA HORIZ DATUM RP 884396
ROL APPROVAL VERT DATUM AHD PSM 18412
OPW APPROVAL RL 20.159

 

 

Drawing Title:

PRELIMINARY
STORMWATER LAYOUT
CATCHMENT PLAN -
PROPOSED DEVELOPED
SITE

 

 

 

Scale [Sheet Size|
AS SHOWN | A1
Drawing No.

12691

Sheet REV
sw2
Log in to download the original file

Engineering Civil Plans.pdf · 1.5 MB (small file)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

Full text of the other 4 pages

Page 2

8/05/2013 2:28:03 PM

 

  

‘SUNL3O AAVNIMITRR

 

widoa aue weary

UuBlsap ain pue sGumerp asau|

 

@LHorwaod

 

 

 

 

 

 

  

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LV | NMOHS SV

lozig yo0us|

 

 

a
Ay x o
< o nO
oO m2 2 an 2 oO eC 2
5 of 5 Ss | am|cte
rn eN/ 3 | 42 | ao]; o0 &
moO gE i Lo mm
gS Q 96 | o2 | 33 |e
<z m m Iz f
a ic NOOSA PARADE
eg 0.000] 19.000
'O]
g a 10.000| 18.449 LP=-48:223
8, a 12.687 18.223 2 LP. 18.132 |
le ie 18.347 18.132 7
s 4 20.000] 18,099] 18.082| _-0.02 és AA
g 30.000| 17.019|17.845| _+0.83 sy }
40.000 16.829|__17.734| _+0.91 Sls 1p. 17.482
41.568| 16.796] __17.728| _+0.93 =e Sag Ch 43.831 RL 17.725
x 50.000] 16.595] 17.749[__+1.15
fi
3 3 60.000] __16.915|_17.889|__+0.97 Z
oO
70.000| _17.567|_18.093|__+0.53 S \
> - |_72.460| 17.814| 18.143 +0.33 s)
g & [_ 75.000] 18.089[ 18.195] +0.11 = \
S ig [_ 80,000] 18.265 18.209| _+0.03, 2 \
& 89.549 18.564[ 18.511] _-0.05 8.512. 18.500
3 90.000] 18.578] 18.522| __-0.06 x \
g 100.000[ _18.823|_18.764|___-0.06 \
2 105.000[ _18.939| _18.892| _-0.05 \
110.000[ _19.071| _19.023|___-0.05 \
120.000] __19.353|19.284|_-0.07 Is
130,000] _19.561| _19.546|__-0.01 Ss \
Dos a 140,000|__19.768| _19.807| __+0.04 \
mos ah
é 8s . . +0.
<r Ss [150.000] 19.964] 20.047 0.08 \
mm ae 8
0? Se |_160.000| 20.164] 20.244| __+0.08 RIS LP. 20.330 \
9 oO Cc q lo
=z a 9 170,000| _20.330| _20,398| __+0.07 2 \
nm
[email protected]|__20.442|_20.508|__+0.07
4 0 5 SJ
je
a x S 190.000| _20.546| _20.597| __+0.05 ss
9 ZS 200,000] _20.694| _20.738| __+0.04
m 2
a z 209,.664| _21.586| _20.973| __-0.641 SIS 1p. 20,776
2 o ahr 210,000 21.600] _20.983|_-0.62 ls
m se 220,000] 22.000] 21.331] _-0.67 2
Sy QO ae 226,282| _22.223| _21.603| ___-0.62
2a a ne 230,000] _22.287| 21.784 -0.50
23 O° oF 231.278| 22.300| 21.847 __-0.45 ln
ze 8 Zz a 240,000 22.351| _22.233|_—-0.12 2
$3 2 Se 250,000|__22.403|_22.574|__+0.17
as = aie
gS: 2 oO Se |_260.000| _22.455| _22.806| _+0.36
E¢2 0 3 3
rt 270,000] _22.504|__22.929| __+0.42 wl2 LP. 23.800
2858 8 271.766| _22.513| _22.940| _+0.43 i Crest Ch 276.315 RL 22.951
Bsa 8 280.000] _22.478|  22.944| _+0.47
i ae 290,000| _22.432| 22.849] +0.42
gs 300.000| 22.333] _22.646| _+0.31
as
zs i |_310.000] 21.840 22.334| _+0.49 :
23 ee
gs Sie |_s20.000|__21.738| _21.967| _+0.23, =
SEF 3° | 330.000| —_21.664|"21.600| 0.06
we |S elee | 340.000] 21.625] 21.234] -0.39
@3|og/r5 345.000| _21.621| __21.050| _-0.57 A
af) & 350,000] 21.621] _20,909| _-0.71
& 355,000| _21.622| _20.852| _-0.77 5 f
359,681 21.499| 20.874|-0.62 Sis
q 360,000] 21.477] 20.878 -0.60 pole LP. 20.684 Sag Ch 355.918 RL 20.850
a\-zlg< & — [_365.000|_20.987[ _20.989| _+0.00 om
ae x =
#) §3§ Se | seo.72| 21.116! 21.116 0.00 A ANYANA WAY
s| 3
z| 8) & s
g x 2
Ss < o
So mn a
RY ape kee
af > ef =
Oz=ae| U
22682 mSa} Spey
g235 | O08 TLe thes
aah | 82) -| =] -
3
$828 |@2 | sp+gps
BPR BD 8 8
2)/Mc ® 8
G2 3 se -§
ge | mo 3 3 3
ee | ao
3 °
e|Z2
a oO:
£|0¢6
2 | 28
an
m>
Pas On
ag m>
22 gz
89 ma
58
sd 5%
>= 4
z Um
° =,
sge |B
Safe
28 4
&8
as
On:
w=:
ama
OC?
a=
2
os 0
Za
Sz)  \a
a
ao} |
ge __
3 Zz
z —_
Vssws>e
BER TG E 5
Belo
=% <x

Page 3

8/05/2013 2:28:08 PM

 

 

Lingo

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2.0%
RL. 18.000
Ch 120.000 19.284 Ch 230.000 21.784
1
R.L. 18.000 R.L. 20.000
Ch 110.000 Q 19.023 Ch 220.000 > 21.331
a a
nn | % a
2.0% -3.0% -3.09 2.0% a
r aT TAO
<Q 2.0% -3.0% -3.0% 2.0%
ES
R.L. 17.000 R.L. 20.000
Ch 100.000 5 18.764 Ch 210.000 3 20.983
a a
% | &
09 3.09 | -3.09 2.0% 20% 3.0% -3.0% 2.0%
= I ji SES }———____
R.L. 17.000 R.L. 19.000
Ch 90.000 > 18.522 Ch 200.000 > 20.738
a a
a ao
a a
| |
20% 1 | 30s 2
2.0% 3.0% | 3.0% 2, ool ae
Ss | |
RL. 17.000 R.L. 19.000
Ch 80.000 18.299 Ch 190.000 > 20.597
a a
oO a
a, |
ap 2.0% -3.0%, 2.0% 1 in 40 0
R.L. 17.000 R.L. 19.000
Ch 70. 18.093 Ch 180.000 > 20.508
a
a
2.0% -3,0% 2.0% | a
p40 —E—E—ESEEEE—=EE=_=EEE TT Lingo 2.0% =3.0% -3.0% 2.0% _ 1 in 4,
po
R.L. 16.000 R.L. 19.000
Ch 60.000 17.889 Ch 170.000 20.398
>
a
a
2.0% -3,0% 2.0% a
in 4S ——ESE=E=E=EE>__ET Lingo 2.0% Ling
————
R.L. 16.000 R.L. 19.000
Ch 5 17.749 a 20.244
a
&
2.0% ’
err
Te
R.L. 16.000 R.L. 18.000
Ch 40.000 17.734 Ch 150.000 5 20.047
a
a
|
R.L. 16.000 R.L. 18,000
Ch 30.000 17.845 Ch 140.000 19.807
R.L. 16.000 R.L. 18.000
Ch 20.000 18.082 Ch 130.000 19.546
0 12 3 4 5m \N A RY
but REL
SCALE 1:100 @ A1 - 1: 200 @A3 P
COPYRIGHT. Associated Consultants Client: Drawn Verified Project: Drawing Title: Scale [Sheet Size]
(COLES GROUP PROPERTY i D PWH 5 OR 5 NOOSA JUNCTION - NOOSA FAIR SITE - PRELIMINARY ROAD CROSS jas SHOWN | A1
signe: erifies
DEVELOPMENTS DWG PROPOSED EXTENSION RE-DEVELOPMENT SECTIONS Drawing No.
consulting engineers ‘Approved RPEQNo 9072
D Reynolds ROP 12691
ABN, 39 128 805.336 OCAL AUTHORITY Sunshine Coast Council Sheet na
rie sud For Sunshine Coast Ph (07) 5449 9600. Mackay Ph (07) 4840 2337 ie Aeeroun TBA eee TM AHD cekmee P2
REV|DATE Rev Description Om email : [email protected] web : www.todconsulting.com OPW APPROVAL RL 20.159

Page 4

8/05/2013 2:28:12 PM

 

RL. 21.000

RL. 21.000

RL. 21.000

RL. 21.000

RL. 21.000

RL. 21.000

RL. 21.000

R.L. 20.000

 

RP BDY|

 

RL. 20.000

 

i
20% —

 

2.0%

 

 

 

 

 

Ch 310.000

 

22.3:

RR|BDY

 

Ch 300.000

 

22.6

RESBDY

 

 

RL. 21.000

Ch 290.000

 

Ch 280.000

 

 

 

Ch 270.000

 

 

Ch 260.000

22.81

 

 

Ch 250.000

22.5)

 

 

 

EO 2.0%

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RL. 21.000 R.L. 19.000
Ch 240.000 22.233 Ch 350.000 20.909
0 1 2 3 4 5m \INARY
tut 1 1 1] RELI
SCALE 1:100 @ A1 - 1: 200 @ A3 P
COPYRIGHT©. Associated Consultants Client: Drawn Verified Project: Drawing Title: Scale [Sheet Size]
rose crawngs (COLES GROUP PROPERTY i D PWH 5 OR 5 NOOSA JUNCTION - NOOSA FAIR SITE - PRELIMINARY ROAD CROSS jas SHOWN | A1
signe: erifies
DEVELOPMENTS bwe PROPOSED EXTENSION RE-DEVELOPMENT SECTIONS Drawing No.
consulting engineers ‘Approved RPEQNo 9072
D Reynolds ROP 12691
ABN. 39128 805 336 OCAL AUTHORITY Sunshine Coast Council heat nev
in the Drawing Record. ‘Sunshine Coast Ph (07) 5449 9600 Mackay Ph (07) 4840 2337 wee evan TBA HORIZ DATUM Re 884396 BS
REV|DATE Rev Description Om email : [email protected] web : www.todconsulting.com OPW APPROVAL RL 20.159

Page 5

8/05/2013 2:28:17 PM

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

30-
PROPOSED DESIGN SURFACE 2
a ee ee ee ee ee TL Qo
mm Sn “
g oN nnn fora penn nnn nnn foc ccna ne cance Pasa nc boa ncn ca cae cance sansa aa cance sca casa san cabo ca cas sca ceca casos scc cece casas saan aa anand sacs cacao seca P acca casas bale woo
x Q annaass- g
oOo. ~os $| ee le —
a (Lone nnn enna nn nnn nnn nnn nnn nee |... WT LLL pa he eT. wa pH reread} = — - -- -- --- -- ------ ------------} --} ------------------ = ------ + ------- | --} Wi eon
< I
20. Zz — WS ET ee = —
oe Fp EXISTING SURFACE 0)
6
S
\ \ \
Wa 966 0.000 20.000 40.000 60.000 80.000 100.000 120.00) 40.000 1481782
SECTION:CONTROL-2
SECTION A/1 SHEET SW1
DISTANCE
SCALE 1: 250H - 1:125v
COPYRIGHT. Associated Consultants Client: Drawn Verified Project: Drawing Title: Scale |Sheet Size}
thereon oe envi are sal COLES GROUP PROPERTY i D PWH 3 OR 5 NOOSA JUNCTION - NOOSA FAIR SITE - PRELIMINARY SITE CROSS jas SHOWN | A1
be used or eprodiced wth signe erie
the mitten person of Tod DEVELOPMENTS Dwe PROPOSED EXTENSION RE-DEVELOPMENT SECTIONS Drawing No
consulting engineers Approved RPEQNo 9072 oP 12691
ABN, 39 128 805 36 D Reynolds LOCAL AUTHORITY Sunshine Coast Council Sheet REV
Sunshine Coast Ph (07) 5449 9600 Mackay Ph (07) 4840 2337 ie Aeeroun TBA eee TM AHD cekmee
DATE. Rev Description Om email : [email protected] web : www.todconsulting.com OPW APPROVAL RL 20.159 P4

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.