16-001014-102(A)

 

LEGEND

& PROPOSED STAGE BOUNDARY

PROPOSED CONCRETE EDGE

 

 

— —swo— — —swo— —
s s

ss
w- w

 

 

 

_ 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
EXISTING CONCRETE SLEEPER RETAINING WALL
PROPOSED BOULDER RETAINING WALL
PROPOSED CONCRETE PAVEMENT

PROPOSED BARRIER KERB ONLY (CARPARKS)

FOOTPATH SETOUT

 

 

 

POINT No.| EASTING | NORTHING| LEVEL
A 765.161 728.651 106.738
B 766.534 | 727.196 | 106.723
Cc 754.172 | 715.526 | 107.409
D 752.536 713.982 107.508
E 752.010 | 713.375 107.564
F 749.057 | 709.177 107.923
G 748.270 | 708.267 | 108.008
H 745.734 | 705.872 | 108.252
J 743.909 | 704.149 | 108.076
K 742.704 | 705.761 108.035
L 744.527 | 707.498 | 108.204
M 746.897 | 709.721 | 107.989
N 747.422 | 710.328 | 107.935
0 750.374 | 714.525 | 107.589
P 751.163 715.436 107.507
Q 752.799 716.981 107.410

 

 

  

 

 

 

2 X 100 UPVC ROOFWATER CONNECTIONS
R MIN. 900mm COVER TO EXTEND 300mm PAST
LOT BOUNDARY AT 1.00% MINIMUM.

 

 

 

PROPOSED ACOUSTIC FENCE REFER ACOUSTIC REPORT FOR DETAILS

 

 

CAUTION !!
UNDERGROUND
ELECTRICAL CABLES

UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING

 

 

 

 

 

 

CAUTION !!
UNDERGROUND
TELECOMMS CABLES

UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

 

 

CAUTION !!
OVERHEAD
ELECTRICAL CABLES

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

 

 

 

NOTE:

SETOUT AND DETAILS.

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

 

 

NOTE:

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

 

 

NOTE:

PART OF STAGE 1A WORKS.

 

 

 

LOT 65 ROOFWATER SERVICED AS|

 

 

PROVIDE GROUTED
STONE PITCHING x
| AROUND INLET 1/15+—~~~~~-\__

 

  

 

2.00m_ WIDE

 

 
 

FOOTPATH

\

 

  
 
  
   
 
   
 

 

 

N.
ISITE FENCES BY OTHERS|
TO BE LOCATED ON TOP)
OF BUNDS TYPICAL
N

 

 

 

 

 

=HAND RAIL. IN
ACCORDANCE WITH
FIGURE 14 AS/NZS
R6.0 1428.1-2009

 

 

 

 

 

AON
REFER DRAWINGS .
— 16-001014-400 & 401 FOR Yast =
BASIN SETOUT AND DETAILS > __
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\ CONSTRUCT MODIFIED HEADWALL \

FOR TWIN 750 IN ACCORDANCE _— x
—WITH TMR. STD. DRG. 1304.

‘D’ TO OUTLET VIA WING WALL.

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1 Lg

  

1 |
Aiwin 7508
we 7508

 

 

. \
, CONSTRUCT SPLITTER MANHOLE \
OVER EXISTING 825 PIPE. \

h\ REFER DETAIL ON 16-001014-119 \,
he RERER DET ; A

 

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

  
 
 
 

 

 

 

 

 
  
 
 

 

 
     
   
 
 

  
   
     
   
     
  
  

  

    

   

 

 

 

 
 
 

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REFER DETAIL ON
16-001014-120

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

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7
—=>-—=PROVIDE 400mm DEEP x 1.6m
\- WIDE FULLY TUFRED SWALE
———/DRAIN AT MIN. 1 in 10 TO
CONVEY EXISTING CULVERT
FLOWS INTO PROPOSED
ELM STREET py INLET 15

 

    
 

 

  

 

 

 

 

 

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INSET

 

SCALE 1:200 (A1)
SCALE 1:400 (A3)

 

NOTE:

NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE
JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE
PRINCIPAL FOR THIS INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE
DETAILS ARE PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL ASCERTAIN
THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA AND SHALL BE
RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO.

 

 

_. W715. REFER SECTION

- BUND FOR 1m UP FROM BOUNDARY TO ENSURE
RUN-OFF IS DIRECTED TOWARDS STRUCTURE

E ON DRG. 16-001014-105.
ELM STREET

 

 
 
       

 

 

 

 

 
  

  
 

 

 

 

 

 

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N.S.C. REF NO. MCU15/0111 & REC15/0031

PROPOSED 2.0m WIDE CONCRETE FOOTPATH IN-~_

ACCORDANCE WITH STD DRG IPWEAQ RS-065. PATH

—~ TO CONNECT TO EXISTING PATH IN PEARSONS ROAD. =
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&iF FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING ‘abana Canora Weoune Sydney Shgapore Sunshine Couet Lic 4084 16-001014-102 A