Additional pavement areas - amended detention and stormfilter

 

 

 

 

  
 
 
    

 
    
   
  
  
 
   
      

fib
Led

i

SCALE 1:200@A1- 1:400@A3

LEGEND

 

 

 

 

EXISTING BITUMEN EDGE

EXISTING KERB

EXISTING PATH

EXISTING STORMWATER LINES
EXISTING OVERHEAD POWER LINES/POLE
EXISTING SEWER MAINS

EXISTING U/G POWER LINES

EXISTING TELSTRA PLANT

EXISTING WATER MAIN

EXTENT OF CIVIL WORK

FINISHED SURFACE CONTOUR MAJOR:
FINISHED SURFACE CONTOUR MINOR

KERB AND CHANNEL TYPE B1

ASPHALT SURFACED CAR
1X PARK PAVEMENT. REFER TO ‘>
I SPECIFICATION SHEETCI0, \

i. \
ATLANTIS CELL DI
TANK. REFER TO DETAIL

 
  
 
  
  

KERB TYPE B2

ROCK DISSIPATOR 200mm
ROCK SIZE, 300mm THICK
LAID ON GEOTEXTILE

  

  

  
     
 
 

\
JETENTION

STORAGE AREA. 100mm THICK
— .GRAVEL PAVEMENT.
REFER SHEETS C16 & C17 FOR
—— RETAINING WALL DETAILS
su

  
 

SEDIMENT CONTROL LEGEND
SEDIMENT FENCE

 

Se She

-

‘COSOOSO-

CHECK DAM AND SEDIMENT WEIRS

SANDBAG DIVERSION BUND

REFER SHEET C13 FOR SEDIMENT AND
EROSION MANAGEMENT NOTES:

STORMWATER PIT LEGEND

LIP INLINE CATCHPIT- = REFER IPWEA STD DWG D-0063

ess

 

   
    
   
      
 
    

 

  
 
 
 
 
  
  
  
 
   

 

 

 

 
 

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STORMWATER 360 5 CARTRDGE
STORMFILTER SYSTEM.
48008 CONCRETE MANHOLE 3
8
i Le SS eS
| ~—NoM KERB FACE
\0.44
P| .
8 ae APPROX 9.18
+ 3008 LOW
@| 9 UNITS WIDE x3 UNITS HIGH x 10 UNITS LEVEL PIPE ~
Z| LLONG. (TOTAL 90 UNITS) fll 6.620
o (TOTAL EFFECTIVE VOLUME = 30m’) IL 6.580
2 4S ry-chy toe c x | NN
~ EMS
} tS —=$MS —=MS NS —= NS — MS 75 —t
= + b
I ' I 1
wan AA WL4 A IK. 17.000 |
' IL 7.270
9 CELLS - 6.165m 2250 HIGH LEVEL 5
| OUTLET PIPE 8 |
' NX
| “5
|
| i
:
| |
PLAN
DETENTION TANK SCALE 1:50
PROPOSED KERB
— PAVEMENT LEVEL /
EXISTING SURFACE

    

 

 

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It
| FLOOR OF TANK

 

SECTION eS SCALE 1:50

NOTES:

4. INSTALLATION OF DETENTION TANK CELLS TO BE IN
ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATION.

2. BACKFILL OVER TANK TO BE PLACED IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATION.

RL 6.620

ATLANTIS 'MATRIX' TANK MODULES

9 UNITS WIDE x 3 UNITS HIGH x
LONG.

(TOTAL EFFECTIVE VOLUME = 30m*)

 

IMPERVIOUS TANK LINER TO
MANUFACTURER'S SPECIFICATION.

 

 

 

 

 

 

 

 

 

 

10 UNITS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

© __ MANHOLE- REFER IPWEA STD DWG D-0010
KERB TYPE B2 (MODIFIED REFER SHEET C11)
FIE Ri D DWG D-00 TES SHEET CO7
proposed STORMWATER LINE LD INLET EFER IPWEA STD DWG D-00 AND NOTES S
— —_— —_ PROROSED 1009 IRRIGATION CONDUIT (PVC
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size
Copyigith occorsance wth the aes SUNSHINE COAST oD D Hopeott G Jackson PROPOSED CAR SHOWROOM CAR GENERAL ARRANGEMENT Jag sHOWN| A1
sooner behovan Tod gn ai
coeeaeniett. MAZDA/HYUNDAI [ Dieerot _[Guscsson__ [PARKING AND STORMWATER DRAINAGE | ADDITIONAL PARKING AREA Joeicg arse
Usedior ts pect proect consulting engineers ‘Approved RPEQ No = eae 13606- C14
This drawing shall not be used . fioese. 07 $489 9600 D Reynolds 9072 LOCAL AUTHORITY NOOSA COUNCIL =
ercoabvucson a racked ae B 25/11/14 DETENTION TANK, STORMFILTER, DWH Skyline Surveyors Spb bea wes eee eOne Signed Date MCU APPROVAL MCU13/0153 IHORIZ DATUM. ° 10 2 x” a 50 oO Sheet Revisior
‘issued for construction’ in the A 13/11/14 ISSUE FOR APPROVAL DWH $e 8 De Hose SS an enquiries rgcom wwe indcorsuting.com: 02 Dec 2014 ROL APPROVAL NA VERT DATUMAHD =PSM52583 ! = 14 of 17 B
evigen aescriction, Rev] Date | Revision Description Drawn | faasKa'ss ees MED IAES IS OPWAPPROVAL TBA RL MEASUREMENT BAR -INCREVENTS IN me