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OPW14/0165.01 Approved Plans

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Plans and drawings

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           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


[OCR of page images]
 

 

 

 

  
 
 
    

 
    
   
 
  
  
   
      

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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

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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

 

 

NOOSA COUNCIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

© _ MANHOLE- REFER IPWEA STD DWG D-0010 APPROVED PLANS
KERB TYPE B2 (MODIFIED REFER SHEET C11)
7
propoden STOaWATER TINE FIELD INLET REFER IPWEA STD DWG D-00 AND NOTES SHEET CO OPW14/0165.01 9 DEC 2014
— — — — PROPOSED 1000 IRRIGATION CONDUIT (Pvc
COPYRIGHT © Associated Consutants Client Drawn Verified Project Drawing Title Scale Sheet Size
ee GRAYPUKSAND SUNSHINE COAST TOD DHopeot__|G.tackson_] PROPOSED CAR SHOWROOM CAR GENERAL ARRANGEMENT as SHOWN| A1
agreement between Tod ign eri
Ginedingsy aeandtes IMAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE | ADDITIONAL PARKING AREA [oysiino norter
sede Ris spectepeoea consulting engineers ‘Approved RPEQ No = Teas 13606- C14
This drawing shall not be used . tiooes: 07 $429 9600 D Reynolds 9072 LOCAL AUTHORITY NOOSA COUNCIL =
foceonetucton undl marked as [2 [2511/1 _ DETENTION TANK, STORMFILTER _[OWH_|Skyline Surveyors Sahai A eee ODT Signed Date MCU APPROVAL —- MCU13/0153. HORIZ DATUM 0 0 mw Sheet Revisior
‘issued foresnstructow'inthe [A [13/11/14 1SSUE FOR APPROVAL DWH | sustouwiom SES, eae Spey eapaezora ROLAPPROVAL N/A VERT DATUMAHD PSMS52588 J 4 14 of 17 |B
pers See Rev| Date [Revision Description Drawn] faesKaBes Bison ‘RINSE OPWAPPROVAL TBA RU MEASUREMENT GAR - INCREMENTS IN non

 

 

 

 

 

 

 

 

 

 

 

 
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