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Approval Plans OPW16-0203.01 pdf

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         -
  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0203 5 DEC2016


[OCR of page images]
 

LEGEND

PROPOSED STAGE BOUNDARY
PROPOSED CONCRETE EDGE
PROPOSED BARRIER KERB ONLY (CARPARKS)

 

 

EXISTING MOUNTABLE KERB AND CHANNEL
PROPOSED STORMWATER DRAINAGE
EXISTING STORMWATER DRAINAGE
PROPOSED SEWER RETICULATION

EXISTING SEWER RETICULATION

PROPOSED WATER RETICULATION
EXISTING WATER RETICULATION

EXISTING UNDERGROUND COMMUNICATIONS
EXISTING UNDERGROUND COMMS AND ELECTRICAL
DESIGN SURFACE CONTOUR (0.25m INTERVAL)
EXISTING SURFACE CONTOUR (0.50m INTERVAL)
PROPOSED CONCRETE SLEEPER RETAINING WALL

 

 

 

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC2016 }\.

~

\ ie \ AN
\ CONSTRUCT MODIFIED HEADWALL

FOR TWIN 750% IN ACCORDANCE _
~WITH TMR. STD. DRG. 1304.

‘D’ TO OUTLET VIA WING WALL. 0
_ Sy

LINE

 

  

 

 

 

K =3y
WANN

 

 

 

 

 

CLUBHOUSE

 

 

u
REFER DRAWINGS
- 16-001014-400 & 401 FOR

 

 

 

 

 

 

 

 

 

eS. 7,

 

   

CONSTRUCT SPLITTER MANHOLE
OVER EXISTING 825 PIPE.
IN REFER DETAIL ON 16-001014-119

Ps \

 

, \
\\

\.

 

  
  
 

 

 
          
 
 
 
 
  

  

ENSURE RETAINING WALL POSTS DO NOT CLASH/
BRIDGE PROPOSED 600% STORMWATER PIPE

aa
AA ea

 

 

 

 

 

 

 

 

 

 

‘N
— SPLITTER MANHOLE
, REFER DETAIL ON
\, 16-001014-120

\

 

EXISTING CONCRETE SLEEPER RETAINING WALL exe
PROPOSED BOULDER RETAINING WALL ci .
p-
PROPOSED CONCRETE PAVEMENT feesa at
2 X 100% UPVC ROOFWATER CONNECTIONS \ _
a MIN. 900mm COVER TO EXTEND 300mm PAST et
LOT BOUNDARY AT 1.00% MINIMUM.
x x PROPOSED ACOUSTIC FENCE REFER ACOUSTIC REPORT FOR DETAILS
—— S >
CAUTION !! ° ‘
% > .
VAUTTION = sq ‘sel ROAD 2-2
UNDERGROUND she N °
ELECTRICAL CABLES == sf

 

 

 

UNDERGROUND ELECTRICITY

 

 

CABLES EXIST IN THIS VICINITY.

 

CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING

CAUTION 1!
UNDERGROUND
TELECOMMS CABLES

UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE

 

 

  
  
  

 

LOCATIONS, EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

   

 

 

 

 

\

SITE FENCES BY OTHERS]

TO BE LOCATED ON TOP
OF BUNDS TYPICAL

 

 

 

CAUTION !!
OVERHEAD
ELECTRICAL CABLES

     
 

  

HAND RAIL. IN
ACCORDANCE WITH
FIGURE 14 AS/NZS

 

!

2.00m WIDE FOOTPATI
REFER DRG. 16-001014-121 &

 

-122 FOR

 

OVERHEAD ELECTRICITY CABLES
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE IS COMPROMISED BY
MACHINERY,

 
   
 
  
 
 
 

 
 
  
 
 

 

 

 

  

 

 

NOTE:

REFER DRG. 16-001014-103 FOR STANDARD
STORMWATER AND ROOFWATER NOTES.
REFER DRG. 16-001014 FOR CARPARK
SETOUT AND DETAILS.

 

 

 

REFER DRG.

 

 
  

NOTE:
ALL STORMWATER PIPES GREATER THAN
600 DIA. ARE TO BE RCP CLASS ‘2’.

16-001014-119 FOR ~
CUSTOM STRUCTURE ->
DETAILS:

~

 

 

 

~~" ELM STREET

 

 

{|

LONGITUDINAL AND CROSS SECTIONS

\
a
S
S

GATEHOUSE ~
BY OTHERS

    

 

a
EXISTING /
STAGE 14

 

 

 

 
  
 

 

 

     

 

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a
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way?
le SS
We 5280
= —R rh -
19008 0” g00gell y: -2-575 esse MA NN
re a aes
| -

 

 

 

 
   
  
 
 
 

    
 
 

~ WSE=L500

 
         
  
 
   

     

    

 
 

   
  
 
 
 
 
  
 
 
  
  

   

 

 

  

 

 

4508

  

 

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-RQOAD 2

 

 

   

 

 

 

 

 

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“oe 450D.

     
 
   

 

 

 

       

 

   
   
  

 

 

 

 

\
wae, > tt NS,
NSE. 4 fas

 

 

 
 

 

 

y

=>— PROVIDE 300mm DEEP x 1.5m *
woe CONCRETE SWALE 7

DRAIN AT 1 in 10 TO CONVEY
EXISTING CULVERT FLOWS
INTO PROPOSED INLET 1/15

 

—

 

 

NOTE:
LOT 65 ROOFWATER SERVICED AS

INSET
SCALE 1.200 (A1}

 

 

 

 

 

 

 

_ FUTURE 2.0m oe
y= WIDE FOOTPATH

y

 

 

 

SSP_0

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

A

1/15.

BUND FOR 1m UP FROM BOUNDARY TO ENSURE -~—~
RUN-OFF IS DIRECTED TOWARDS STRUCTURE
REFER SECTION E ON DRG. 16-001014-105.

 

 

 

    

 

 

 

  
 

 

 

 

 

 
  

 

 

 
  

 

  

 

 
 

   
  
  

\
+

\
ds
hf

FUTURE
AGED CARE
DEVELOPMENT
; ae

~ 98.007

 

   
  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

PART OF STAGE 1A WORKS. “Ss, A are, E REFER INS! a
SCALE 1:400 (A3) A, = = LM STREET =) se Ey

NOTE: = PROPOSED 2.0m WIDE CONCRETE FOOTPATH IN _

ele == = ACCOR! 065.

NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE ust — ug gt — p= Str = un = tr 0 me tg COREL To eS TRO ath tee an

JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE REFER DRGS. 16-00101h-121 & -122 FOR LAYOUT.”

PRINCIPAL FOR THIS INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE ‘LONGITUDINAL AND CROSS SECTIONS

DETAILS ARE PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL ASCERTAIN one

THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA AND SHALL BE Tt. =

RESPONSIBLE _FOR MAKING GOOD ANY DAMAGE THERETO. N.S.C. REF NO. MCU15/0111 & REC15/0031
vant [ous mama] care a Sate meTREET THOROFI Ros CoeNT DRAWN THE

AMENDMENT DETAILS. pmenen. SURVEYOR: ML_SURVEYS

Sr a aR Ra FES RFR 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD C nil CONSULT AUSTRALIA ROADWORKS AND DRAINAGE
El BF_| OF | 3110.16 | STRUCT. 1/15 RELOCATED, PEDESTRIAN LINK & ELM ST FOOTPATH REVISED ot a wu 2 A Mob: Ghz 7h) 223 E- [email protected] —/4 LAYOUT PLAN
ule nave : mower ma | APPROVED PALM LAKE RESORT Cali Cale Conuting (QLD) Py Ltd
ep ANDREW MCPHAIL RPEQ 6921 I re Gedo, 5 mS, CD Asis no Eoned WOMBER [esue |
Ee i / 16-001014 a COOROY Tlatow 07 S003 fase 072675100 cee | a
air FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTO STAGE 2 CONSULTING dun Caen Ube fron Beppe Saat Cout ‘Led 16-001014-102 B

 

 

 

 

 
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