B07056-SK01-10 - Stormwater [As Published] · 132007.2398

Page 2

 

FUE: BO7056-SKD2.¢w:
Xret's;

 

   
     
        
 
  

NORTHERN DETENTION BASIN AND
WATER QUALITY CONTROL POND

/ /

ENTRY ROAD CATCHMENT 0.089ha
(BYPASSES DETENTION BASINS)

/

 

 

 

 

 
 

>

iy
LLM 4
e tiie

BAN

 
  

e

 
 

NORTH CATCHMENT 7.00ha

 

 

|
|
|
|

|

I

LEGEND

APPROXIMATE SITE BOUNDARY

DEVELOPED SCENARIO
CATCHMENT BOUNDARY

 

SOUTH CATCHMENT 6.58ha

 

 

 

NOTES:

1, THIS DRAWING IS TO BE READ IN
CONJUNCTION WITH BROWN CONSULTING REPORT
NO. B07056-01A, DATED 23/10/07.

 

DATE: 23-10-2007 TIME: Ad

X_BO7056 TITLE X_B07056_BASE USR: Lachlon Cross

 

=

 

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a [oewen cance ene CTT ‘emrnw™* | SURVEYOR: Ken Hicks & Associates ~= Brown Cnsung QLD} Py Ld Engineers & Managers Sen

ow [id [ic [aaar a JS 49 The Esplanade, Maroochydore @ 4558 RSL CARE PTY LTD {ep 3410 Gone Sit bane GLB Asc 480 DEVELOPED SCENARIO

Ele = 11250 50 0 50 100 At Ph UOT) Buha/apek Fox (07) 5443 7146 PROSECT de pean creer. ene SaikaaCast bo CATCHMENT PLAN

Ble Dawe cxecx | 1.2500 B SROMEET Ne. “eon , ANDREW MCPHAL RPE 6921

ie W4 BO7056 SVC Metin BS Made a =
HE roe x obs oF snowy coRSULANG (OLD) PTY LTD COOROY RETIREMENT VILLAGE \ B07056-SK02

 

 

Page 3

 

PLE: B17056-SKO3.dye

  

 

 

 

 

 

NORTH BIO POD 7 CATCH AREA

 

 

 

 

 
 
 
  

 

 

NORTH BIO BASIN CATCH

NORTH CATCH

 

LEGEND

APPROXIMATE SITE BOUNDARY

MUSIC MODEL
CATCHMENT BOUNDARY

NOTES:

4. MUSIC MODEL SOURCE NODES NOT SHOWN
HERE HAVE BEEN MEASURED IN AREA AND
SUBTRACTED FROM THE APPROPRIATE
CATCHMENT WITH IMPERVIOUS PERCENTAGES
CALCULATED ACCORDINGLY.

2. THIS DRAWING IS TO BE READ IN

CONJUNCTION WITH BROWN CONSULTING REPORT
NO. B07056-014, DATED 23/10/07.

DATE: 23-09-2007 THE: B49

 

 

APT 2 ROOF

 

 

 

 

SOUTH BIO BASIN CATCH

 

 

 

NORTH BIO POD 2 CATCH AREA

 

 

 

 

 

APT 1 ROOF

 

 

yf

 

 

ENTRY ROAD BYPASS

 

 

    
 

 

 

VILLAGE CENTRE ROOF

 

 

fn

 

 

REMAINDER
SOUTH CAT!

OF
CH

 

 

 

 

 

 

 
     
   
 
 

 

 
 
 
    
 

2

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Xref's: X_807056_TITLE X_B87056_ BASE USR: Lachlan Cross
ror [ea Sone TI : Tae ARE
DeTAES eer coca SURVEYOR: Ken Hicks & Associates Brown Consulting (QLD) Ply itd Engineers & Monagers

moo 4B 49 The Esplcnade, Maroochydore 4558 RSL CARE PTY LTD BE Sec pemegeiae Sa teaebsaae MUSIC MODEL
is won ea | LT “ es cess ry evn ee Het CATCHMENT PLAN
B cmmex| 12500 Fe 43 ANDREW HePHAIL
Le ae porose ‘af aoa ROWN er

E
é F FOR & OW LF OF BROWN CONSULTING {QLD} PTY LTD COOROY RETIREMENT VILLAGE L B07056-SK03

 

 

 

 

Page 4

 

 
 
 
 
 
 
 
 
 
 
  
 
    

QUALITY CONTROL POND.

\
NORTHERN WATER \ \
LEGEND REFER DRAWING oma =a

 

 

BO7056-SKO6 FOR DETAILS . T
APPROXIMATE SITE ae ;
BOUNDARY NORTH BIO POD 1
SURFACE AREA 17m?
CONCEPT STORMWATER FILTER AREA 17m?
DRAINAGE FILTER DEPTH 600mm

EXTENDED DETENTION DEPTH 250mm
° ENVIROPOD

  

NORTH BIO POD 2
SURFACE AREA 31m?
GPT FILTER AREA 15m?
FILTER DEPTH 600mm
EXTENDED DETENTION DEPTH 250mm

 

s-NORTH RAINWATER TANK
~  250kL CAPACITY

  
  
 
 
  

      

 

       
  
  
   
  
  
 
 
 
 
 

   

      
   
 

  

 

 

 

 
  
    

 

 

 

 

 

 

Bio Pop
VEGETATED SWALE Ye
| 7 ‘ =
5 e .oo
RAINWATER y RF Sg
SCENTRAL RAINWATER TANK
STORAGE TANK dé { 7 39kL CAPACITY SE
RAINWATER TANK 4 Y eS y
ROOF CATCHMENTS : : M
N >y . [YY
SN / NS '
‘ \ a .
‘ a z
: Q z
2
<=
s
2
z
E
3
8
«
* 2
N , 8
4 a
f 2
z
2
5
a
9
\ ii . =
tp yp ke
AIM. BY een” fe 3
/ ef RESIDENTIAL AGED 5
\ Lif: CARE RAINWATER TANK e
{ » Wat 50kL CAPACITY. =
«* 4 nO 5
1 ~ be
‘ jE i
i / t ‘
j \ 4 NS
» \ \ Vy
N\A \
‘
\ \ NS
\ ~ t
: ; .
’ a = t !
\ Al
\ \ !
\ \ \ I
: _ \ {
} \ JI
\ \ \ |
\ a \ |
\ \ \ \ 4

  

 

 

 

COOROY CONNECTION ROAD -
ore!

  
 
 

  

 

“NORTH BIO BASIN ~ Rk TF f
SURFACE AREA 110m? NOTES:

RICTERFARES, 25m 1, LAYOUT OF THE PRELIMINARY STORMWATER DRAINAGE AND STORMWATER QUALIT’
FILTER DEPTH 600mm . M D M Y IMPROVEMENT

DEVICES 'S CONCEPTUAL ONLY AND PROVIDED AS A GUIDE FOR THE TREATMENT TRAIN AND IS SUBJECT
EXTENDED DETENTION DEPTH 400mm TO DETAILED DESIGN.

 

2, ROOF WATER DRAINAGE LINES TO BE DIRECTED TO RAINWATER TANKS. NO MIXING OF STORMWATER

 

 

 

 

FLOWS, ie: INDEPENDENT PIPE NETWORKS TO BE SHOWN AT OPERATIONAL WORKS APPLICATION. j CONCEPT PLAN ONLY
NOT TO BE USED FOR

3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH BROWN CONSULTING REPORT NO. BO7056-01A, CONSTRUCTION PURPOSES

DATED 23/10/07.

FLE: BO7056-SKO4.tvg DATE: 23-10-2007 THE: 49
PXref's: X_BOTOS6THTUE X_G87056_BASE USR: Lachlan Cross

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

pq oemon creck eae Terme “S| SURVEYOR: Ken Hicks & Associates _ Brow Casing (0) PL Engineers & Menogers Ae

oe or [ie [a = ; Z9'The Esplanade, Maroochydore 0.4558 RSL CARE PTY LTD nko of at ais Rama grr CONCEPT STORMWATER

if a“ 1500 5 oo 0 2 at Ph (07) 5443 2844 Fax (07) 5443 7146 es Ck eben re Sappon Sco s MANAGEMENT PLAN

nN 11000 AR PROJECT Na. "APPROVED:

ik fre “aaa Be RSL CARE eres ee TOF 2
he BO7056 DEAN PAYRE RPE 4802 Tl Taawa 3
i F FOR _& ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD COOROY RE REMENT VILLAGE 1 B07056-SK04

 

 

 

Page 5

 

 
   
     
 
 
 
  

 
  
 

EL - \ LEGEND
= SOUTHERN WATER
\ QUALITY CONTROL POND. APPROXIMATE SITE BOUNDARY
vi L “REFER DRAWING
— 07056-SK07 FOR DETAILS > ~>~—=—*--—-=-
ey RN RETA Sy < CONCEPT STORMWATER DRAINAGE

  

\ a i — = e's
TR ENVIROPOD

  
 
 
 
   
   

GPT

BIO PaD

OVERLAND FLOWPATH
VEGETATED SWALE

Se
SOUTH RAINWATER TANK

S 350kL_ CAPACITY. \ < SS =

 
  

RAINWATER STORAGE TANK

RAINWATER TANK
ROOF CATCHMENTS

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REFER TO DRAWING B07056-SK04 FOR CONTINUATION

 

 

 

 

 

   

 

1. LAYOUT OF THE PRELIMINARY STORMWATER DRAINAGE AND STORMWATER QUALITY IMPROVEMENT
DEVICES IS CONCEPTUAL ONLY AND PROVIDED AS A GUIDE FOR THE TREATMENT TRAIN AND IS SUBJECT
TO DETAILED DESIGN.

      

SOUTH BIO BASINS

TOTAL SURFACE AREA 40m?
2. ROOF WATER DRAINAGE LINES TO BE DIRECTED TO RAINWATER TANKS. NO MIXING OF STORMWATER CONCEPT PLAN ONLY TOTAL FILTER AREA 10m?
FLOWS, ie: INDEPENDENT PIPE NETWORKS TO BE SHOWN AT OPERATIONAL WORKS APPLICATION. NOT TO BE USED FOR FILTER DEPTH 600mm

CONSTRUCTION PURPOSES EXTENDED DETENTION DEPTH 400mm

 

 

 

3. THIS DRAWING [S FO BE READ IN CONJUNCTION WITH BROWN CONSULTING REPORT NO, B07056-01A,
DATED 23/10/07.

 

EB

Bora56-SKOS.dvg DATE: 23-10-2007 THE: 49
ref's: X_BO7O56_TMLE X_BN7056_BASE USR: Lachlan Cross

=

 

 

 

 

 

   

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

pI 1 Demon cxmox| vue eres! enorme | SURVEYOR: Ken Hicks & Associat = Brown Consutng (QLD) Py Lid Engineers & Mai ianins ne

tt = AG 29 The Esplanade, Maroochydore 4558 RSL CARE PTY LTD nel 410 Ginn Sina tare GUD Arto 0 CONCEPT STORMWATER

af ts 7 50 0 am Ph (07) 5443 2846 Fax (07) S443 7146 mincn, Colas haere te teem Cae MANAGEMENT PLAN

Nic 14000 Aa PROJECT Mo, y ;

fp SS B07058 ae Be RSL CARE ROWN @ [pwn SELF?
i E FOR & ON BEHALF OF BROWN CONSULTING (QLD} PTY LTD COOROY RETIREMENT VILLAGE T BO7056-SK05

 

 

 

 

 

Page 6

 

LEGEND

SITE BOUNDARY

 

~—— - 104.0

= EXISTING MAJOR CONTOURS

—_— —-- EXISTING MINOR CONTOURS

 

99.50:

 

DESIGN SURFACE CONTOURS

ee 0YR ARI WATER SURFACE LEVEL

=—— —— —— — TEMPORARY STORAGE LEVEL

WATER QUALITY CONTROL POND (WacP).

STANDING WATER LEVEL

MACROPHYTE PLANTING

PERVIOUS ROCK GROYNE

 

CONCEPT STORMWATER DRAINAGE

BiO POD

SWALE

 

GPT

    
     
        

 
 
 

NOTES:

WATER QUALITY CONTROL POND (NORTH) DETAILS

 

 

 

 

 

 

 

 
 
   
    
 
     

 
      
       
    
   
   
 
     
     
 

 

STANDING WATER LEVEL 99.20m AHD
TEMPORARY STORAGE LEVEL 99.60m AHD
100YR ARI TEMPORARY STORAGE LEVEL 100.72m AKD
\ /
\ \ L \ 7
\ H \ \ /
\ \ \ \ j \ \
\ 1 \ \ , ¢
\ \ \ | 5 /
\ \ \ ~~ SUTLET | a : \ ‘ ‘
| so: ~~ QUTLET P / of
i \ pom 1x 150 ‘ s j
\ \ | 1 x B50D x ,
j \ \ ‘ UPSTREAM IL 99.15m AHD |_--ROCK RIP-RAP AT OUTLET,“ ,
GRASSED SWALE TO DIVERT UPSTREAM \ | ' REFER TO OUTLET / / f j
STORMWATER RUNOFF TO WQCP. | \ ( \ / : /
SWALE APPROXIMATELY 300mm DEEP \ \ 1 \ ™ ——— . we s ; \ \ / ,
‘ X \ : \ i VOCOOOOO “\ y / ! 7
\ \ ROCK RIP-RAP AT OUTLET \ OVERFLOW WEIR J f
0.5m HIGH BOULDER WALL ;/ LEVEL 100.70m AHD, SCOUR
!

, | /
“GRATED OVERFLOW PIT, 2.4m x 0.9m,
“TOP OF PIT LEVEL RL 100.25m AHD,
,/ REFER TO OUTLET CONTROL PIT mal /

}
,

i PROTECTION TO BE PROVIDED

 

BOULDER WALL pam HIGH MAX. /
/ |

L-TOP OF ROCK GROYNE 4
~-99.30m AHD_ \

MACROPHYTE ZONE
DEPTH 0.45m 70 0.7m

  
  
   
 

DEEP WATER ZONE
DEPTH 2.2m MAX.

  

\,
= 99.05.
As

9
SS NR

%
\ lag \

 

70¢
we 50
Mog ®

    

< \-PROPOSED CULVERT
ls FT NLS UNDER ROAD a
é << a

/
OVERFLOW FROM ee
}-BIO POD 2 70 GULLY—~}

/ /

1. LAYOUT OF THE PRELIMINARY STORMWATER DRAINAGE AND STORMWATER
QUALITY IMPROVEMENT DEVICES IS CONCEPTUAL ONLY AND PROVIDED AS A
GUIDE FOR THE TREATMENT TRAIN AND IS SUBJECT TO DETAILED DESIGN.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

, CONCEPT PLAN ONLY
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH BROWN CONSULTING NOT TO BE USED FOR
REPORT NO, BO7056-01A, DATED 23/10/07. CONSTRUCTION PURPOSES
FILE: BO7056-SK06.dwg DATE: 23-W-2007 THE: 15:49
iXref’s: X_B07056_TITLE X_B87056_BASE USR: Lochion Cress
9 i ewan oxox ere ee wmonoram”® SURVEYOR: Ken Hicks & Associates or Brown Consuitng (QLD) Ply ki Engineers & Monagers ee ee
we [ts fe [neh — 49 The Esplanade, Maroochydore O 4558 RSL CARE PTY LTD 4a $410 Guan Son bore GLO A 0S NORTHERN WATER QUALITY
ae wn o2 0 #2 = & 6 8 0 AL Ph (07) 5443 2444 Fox (07) 5443 7146 enane Caneon Mebows Bry Sigapim Ste Cara! CONTROL POND DETAIL PLAN
te ave ge] “ee (Mma wa RSL CARE
ile we B07056 DEAN PAYHE §=APEQ 4802 DRAWING NUMBER wae
ie rom tw wef oF ono CORT aL) PTY LTD COOROY RETIREMENT VILLAGE , B07056-SK06

 

 

 

 

 

Page 7

 

J} | .,
/ do :

S>-ROCK RIP-RAP |

 
  
  
 
 

LEGEND . ; nN

 

 
 

 

   
 
   
     
   
     
   
   
     
   
  
 

 

 

e AT OUTLETS / | NO ONS
SITE BOUNDARY _ . 4 wig \ LO
a ~ ~ ! “Ss / | x,
oe i i OUTLET PIPES \ \
-—— 103.0 EXISTING MAJOR CONTOURS LOW FLOW OUTLET PIT. \150% OUTLET PIPE TO y 2 Sane ' - > \
LYSAGHT MAXIMESH RH3030 OR SYS
OAD DRAINAGE SYSTEM UPSTREAM IL 101.20m ;AHD ;
~ — EXISTING MINOR CONTOURS ERUIVALENTIGRA TE. \ \ } ¢
oO 50mm ORIFICE PLATE. . - REFER TO OUTLET } oo
UPSTREAM IL 101,00m AHD. \ CONTROL PIT DETAIL | /
re DESIGN/SURFACE CONTOURS REFER TO LOW FLOW OUTLET SECTION OVERFLOW WEIR LEVEL

  
 

  
  

1034. : 102.50m AHD, SCOUR
—, PROTECTION TO BE PROVIDED

 
 

 
 
  

ee O0YR ARI WATER SURFACE LEVEL

— —— oe = == ~=TEMPORARY STORAGE LEVEL

 
   

t == PPro.
GRATED OVERFLOW PIT, 2.4m x 0.9m.
TOP OF PIT LEVEL RL 102.40m AHD. ~~~
REFER TO OUTLET CONTROL PIT DETAIL-~

eee oR a x

WATER QUALITY
CONTROL POND (WQCP}

 
   
     

MACROPHYTE PLANTING

    

 

ROCK RIFFLE TRANSITION

  

. TOP OF BOULDER WALL 101.50m AHD ——

   

—o——o——_ SAFETY FENCE

 
  

CONCEPT STORMWATER DRAINAGE

    

= . 102,
MACROPHYTE ZONE 4 201 59 \\

DEPTH 0.25m TO 0.70m ra Slo
A DEEP WATER ZONE "90.7525.

DEPTH 2,00m MAX. 8
/ / 99,25

   
 
  

    

GPT

oO ENVIROPOD

 

      

WATER QUALITY CONTROL POND (SOUTH) DETAILS

 

  
   
     

 

 
 
 

 
 

 

 

 

 

 

    

 
 
 
 
 

 
 
 

 
 

STANDING WATER LEVEL 101.00 / 101.25m AHD Seng LOW FLOW ree i ae \ |
TEMPORARY STORAGE LEVEL 101.50m AHD WITH LYSAGHT MAX! MESH { / ) } |
1O0YR ARI TEMPORARY STORAGE LEVEL 102.71m AHD GRATE COVER. —_ { A> | | I |
UPSTREAM IL 101.25m ~~ > ee i }
DOWNSTREAM IL 101.10m | \. SEDIMENT BASIN i
x ; \ DEPTH 2.00m MAX. |. |
S ROCK RIFFLE TRANSITION LINKING Ss pi. 4
. UPPER AND LOWER WATER LEVELS 2
% ROCK RIP-RAP
AT OUTLET
NOTES:

1. LAYOUT OF THE PRELIMINARY STORMWATER
DRAINAGE AND STORMWATER QUALITY IMPROVEMENT
DEVICES IS CONCEPTUAL ONLY AND PROVIDED AS A
GUIDE FOR THE TREATMENT TRAIN AND IS SUBJECT
TO DETAILED DESIGN.

2. THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH BROWN CONSULTING REPORT NO. BO7056-01A,
DATED 23/10/07,

 

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR

CONSTRUCTION PURPOSES
TOS6-SKE.dhg DATE: 23-10-2007 THE: B49
X_BO7#56_TITLE X_B07056_BASE USR: Lachlan Cross

 

 

af

 

 

 

¥

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

po perAus emo cic mene Cumrmes tweonormu™s | SURVEYOR: Ken Hicks & Associates as Bown Consulting (QLD) Pty Ltd Engineers & Manogers a

mel [ic [eer RSL CARE PTY Iel 3410 ae Ste bre GD Aas OD SOUTHERN WATER QUALITY

aE ae rr Bh Ses SBee Faw Wl okay Tee fe Pry Le wae Carn a her ee a CONTROL POND DETAIL PLAN
ral oss [Aa “a8 BE La hUWN =e ==

ip JEFE GRFAITHS PED ATS sane at
al US BO7056 es weow sume mn aM 48) COOROY RETIREMENT VILLAGE B07056-SK07

 

 

Page 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0.25m 0.325m 0.25m
1 i 1 I
8250 7500
1 1 1 !
a gti _tig
ia | | fs
a" 1 PERS gt ed
| | i
3758 3750 3756.
2400
NORTHERN WATER QUALITY CONTROL POND

 

OUTLET CONTROL PIT (PLAN

HINGED GRATED COVER

 

 

 

3756
i!
_ 4b

 

  

 

 

 

NORTHERN WATER QUALITY CONTROL POND
QUTLET CONTROL PIT (ELEVATION

RL_100.25
ss

 

375
|

RL_99.60
—

RL_99.15
LYSAGHT MAXIMESH RH3030
OR EQUIVALENT GRATE TO
COVER LOW FLOW PIPE

 

 

 

 

50@. IL 99.20m AHD

NORTHERN WATER QUALITY CONTROL POND
OUTLET CONTROL PIT (SECTION

FUE: 807056-SKD8.¢ dug DATE 220-208) THE:

RL_ 100.25
— =e

RL_99.60
=_———

RL_99.15
oS

[-—50@. IL 99.20m AHD

\—LYSAGHT MAXIMESH RH3030
OR EQUIVALENT GRATE TO
COVER LOW FLOW PIPE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Pf OO
I | i i | i
I : I i
0.20m | g.25m i} |: 025m i} |! 0.20m
! ! | t 1
5258 i} fl sam || fi) 450g
Pe
Pata URE Rot al ae
| Js
a} 8) t— —H- 2
5 -| &
|__| | |
” i [ i E perk 4 5 od
| | |
3756, 315d 3750
2400

 

 

NORTHERN WATER QUALITY CONTROL POND
OUTLET CONTROL PIT (PLAN)

HINGED GRATED COVER

 

 

RL_102.40
—_ee

 

: 375D
|_|

 

 

RE_101.50
=

RL_ 101.26
os

 

 

SOUTHERN WATER QUALITY CONTROL POND
OUTLET CONTROL PIT (ELEVATION

RL 102.40
—

 

RL 101.50
—v

RL 101.20
ae

 

 

 

 

SOUTHERN WATER QUALITY CONTROL POND
QUTLET CONTROL PIT (SECTION

 

LYSAGHT MAXIMESH RH3030
OR EQUIVALENT GRATE COVER

= ~

SOUTHERN WATER QUALITY CONTROL POND
LOW FLOW OUTLET (SECTION)

Ri_101.00
—a

 

  

ORIFICE PLATE SOmmo

 

NOTES:

1, THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH BROWN CONSULTING REPORT NO. B07056-01A,
DATED 23/10/07.

 

2. DETAILS ARE CONCEPT ONLY AND SUBJECT TO
DETAIL DESIGN.

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

COOROY RETIREMENT VILLAGE

[Xref's: X_BO7056 THLE X_BO78S$_DETAMLS USR: Luchlon Cross

foo ICI a ae eee memrer"’ | SURVEYOR: Ken Hicks & Associates = 5 Brow Consuting (01D) Py kl Engineers & Menogers GREE,

mel is [ic [ana = 49 The Esplanade, Maroochydore 0 4558 RSL CARE PTY LTD = Sen ieainer encores WATER QUALITY CONTROL PONDS
AB ia 02 0 02 04 06 08 1 M Ph ae BAUS 20h Fax (O1) Sb63 Tes eine Srey Sapp inom Ba OUTLET CONTROL PIT PLANS,

ic Drawn crmcx| 2 a PROMECT Mo. ARE WAL en 2 SECTIONS AND ELEVATION

3 RSL CARE | EONS AND ELEVATIONS

iF AY BO7056 . Lae Gas aren is __
3 F FOR & ON BEHALF OF BROWN ULTING (OLD) PEY LTD

 

 

B07056-SK08

 

 

Page 9

 

040m

TEMPORARY STORAGE LEVEL
RL 99.60

 

STANDING WSL RL_99.20

RL 98.75

2.20m

 

Ri_97.00

 

 

7.00m

 

 

 

3.00m & VARIABLE

 

0.25m

 

RL 101.75,

0.25m

 

 

2.00m & VARIABLE

"AREA OF MACROPHYTE PLANTING

Seema)

TEMPORARY STORAGE LEVEL
RL 10250

RL 100,75.

cS

450m

 

STANDING WSL RL 101.25

AL 101.00

NORTHERN WATER QUALITY CONTROL POND

0.25

2.00m

 

RL_99.25

 

a

ROCK RIFFLE.
NOMINAL SIZE O55=300mm-

SOUTHERN WATER QUALITY CONTROL POND

3.00m WIDE VEHICLE ACCESS

 

RL 98.50

TEMPORARY STORAGE LEVEL

WEIR LEVEL RL 101.50 RL 10150

STANDING WSL RI_99.20

 

STANDING WSL_RL 101.00

 

 

‘| STANDING WSL RL 101.25

 

 

508 Low FLOW owe, “|
UPSTREAM IL 101.25

 

0.50m

 

Sees MAXIMESH RH3030

OR EQUIVALENT GRATE TO
COVER LOW FLOW PIPE

 
 
    

GROUTED ROCK WALL

100.50

 

2.10m

 

LE: BOTES6-SKE9.dvq DATE: 23-8-2087 TRE: 49
Xref's: X_80705¢_TITLE X_BATIS6_DETALS USR: Lachlan Cress

SECTION (“3

‘SCALE: 550

Waxy)

  

4.00

 

RL 99.30
STANDING WSL RL 99.20

 

 

    

eI

2 ROCKS ARE TO BE PLACED TO
ea ENSURE A MAXIMUM GAP OF
gz ‘50mm BETWEEN ADJACENT ROCKS,
a

z

=z

 

PERVIOUS ROCK GROYNE

SECON

 

NOTES:

1, THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH BROWN CONSULTING REPORT NO. 807056-01A,
DATED 23/10/07.

2. DETAILS ARE CONCEPT ONLY AND SUBJECT TO
DETAIL DESIGN.

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rast [us mel we vas ema Wale aT TACROPLAT Ras ; ; - cot Brown Consuttng (QLD) Ply Ll Engineers & Managers ee

Se a [a | io the Eenlenade ao eegee sasp RSL CARE PTY LTD = Igbo he i

afk Ph (07) 5443 2864 Fox (07) 5443 7660 | = ‘tan Cain ews Spiny Steer Dowie Ce Brad TYPICAL SECTIONS AND DETAILS
it mae AS SHOWN POMC wu ea RSL CARE 7 ROWN

Io JEFE ORFS RPE 41 Daa

if V5} saiiaiaa ncannn™ "1 COOROY RETIREMENT VILLAGE @ mn _ BO7056-SKO9 “

 

 

 

 

 

Page 10

 

     

NORTHERN EXISTING DAM

   

SOUTHERN EXISTING DAM

   
 

 

 

 

 

 

 

 

 

 

2 : are _ 2 \ id
EXISTING FLOOD EXTENT: - EXISTING FLOOD EXTENTS PLAN -
NOTES:
LEGEND 1, REFER TO THE WEIR AND MANNING'S WATER SURFACE EXTENT
EXISTING SCENARIO CALCULATIONS IN APPENDIX ‘C' OF REPORT NO. BO70S6-01A, DATED
NO mm §—§ «APPROXIMATE SITE BOUNDARY o=«- | mm nm SObYRFART FLGDRIEXTENT OCTOBER 2007 FOR DETAILS AT EACH CROSS SECTION LOCATION. ORIGINS
" ARE LOCATED AT THE START OF EACH CROSS SECTION.
EXISTING STORMWATER 2. DEVELOPED CONDITIONS ~ WATER QUALITY CONTROL PONDS AND
103.0 EXISTING MAJOR CONTOURS ——_ DRAINAGE LINE DETENTION BASIN DESIGN TO ENSURE PEAK FLOWS ARE NOT GREATER
THAN EXISTING FLOWS. THEREFORE, FLOOD EXTENTS DO NOT INCREASE.
a 2 ore EXISTING MINOR CONTOURS oa CROSS SECTION LOCATION 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH BROWN ; CONCEPT PLAN ONLY
CONSULTING REPORT NO. B07056-01A, DATED 23/10/07, NOT TO BE USED FOR
CONSTRUCTION PURPOSES
FLE: BOTO56-Ski0.dwo DATE: 23--2007 THE: 5A?
iXref's: X_BO7056_THLE X_B07056_BASE USR: Lachlan Crass
=e rT aut pera ee? a=aee SURVEYOR: Ken Hicks & Associates “= Brown Consutng (QLD) Py Utd Engineers & Managers ve

 

 

vel 3 410 Queen Street Brisbane QLD Australia 4000

49 The Esplanade, Maroochydore Q 4558 RSL CARE PTY LTD Taleph ok

iio E.'s 2—N. 78%. A Ph (07) 5443,2844 Fax (07) 5443 7146 Zz felephone 07 3231 5555 FocsimileO7 3291 5500
AYOREW HEPHAL PED 6

Det Care Aen ror Rigo Ben EXISTING FLOOD EXTENTS PLAN

+400 XK PRORECT bo, 921
ees JEFF OREFITS PEO 4315 RSL CARE OWN e maw a
8 Eo7es6 FOR Off BEHALF OF BROWN CONSULTING fOLDI ree = COOROY RETIREMENT VILLAGE ~~ B07056-SK10

 

     

 

     

 

   

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

e4zmEOZNE>
a er] i] ea] ow] |