RFI - Attachment 2 - Engineering Response and Plans · 132003.221108.3

10




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                                                .8                                                                                                                                                                                                                                                                                                                                                                                          13              09                                                                  50




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                                                                                                                                                                                                      66
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                                                                                                                                                                                                                                                                                                      10
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                                                                                                                                                                                                                                                                                                           5.
                                                                                                                                                                                                            10
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                                                                                                                                                                                                                                                                                                                                                                                                   8




                                                                                                                                                                                                                                                                                                               58
                                                                                                                                                                                                                                                                                                                       106




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                                                                                                                                                                                                                 43
                                                                                                                  6                                                                                                                                                                                                                                           49
                                                                                                                                                                                                                                                                                                                     d RW                                                                                                                                                                                 97
                                                                                                                                                                  16


                                                                                                                .4                                                                                                                                                                                                                                                                          10 53                                                                                                                                                                                                                                                                           11




                                                                                                                                                                                                                                                                                    70
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8                                                                                             110
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                                                                                                                                                                                                                                                                                                                                                                                              0                                                                                                 10




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                                                                                                                                                                                                                                                                                                                                                                                                                                                      09




                                                                                                                                                                                                                                                  23
Site Benchmark                                             (From records)
                                                                                                                                                                    6.




                                                                                                                                                                                                                                                                                       10                                                                                       1                                                                 1
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                                                                                                                                                                                                                                                                                                                                                                                                  56
                                                                                                                                                                        55




                                                                                                                                                                                                                                                                                                                                            98
                                                                                                                                                                                                                                                                                                                   28
                                                                                                                                                96




                                                                                                                                                                                                                                                                                                                                                                                               .
 Screw in Kerb                                                                                                                                                                                                                                                                                                   8. 108                                                                     07
                                                                                                                                                                                  10




                                                                                                                                                                                                                                                         3                                                 10                                                                           1
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RL 106.18 (AHD)                                                     3                            .6                                                                                                                                                 7
                                                                                                                                                                                                                                                                                                                                                                           69
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              60
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                                                                  1                                                                                                                                                                                                                              10                                                                                                                                                                                                                                                                                                                       12
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                                                                                      10                                                                                                                                                                                                                                                                                                  11                                                                                                                                                                                                                                                         89
                                                                                        23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    11                                                                                                                                                                                                       4
                                                                                                                                                                                                           82




                                                                                                                                                                                                                                                                                                                                                                                                                   Back of Mountable Kerb                                                                                                                                                                             1                             .                                                      .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1    12                                                      13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1
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                                                             1                                                                                                          15                                                                                            69
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                                                                                                                                                                                                                                                                                                                                                                                       2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .    75
   10                                                  10                                                                                                          1 0                                                                                          10                                                                                                              1 0                                                                                                         1 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         12
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       10                                                     1   0                                                                                                          10                                                                                            10                                                                                                                1                                Road Centreline                                                            1                                                                                                                  1


                                                                                                                                                                                                                                                                     BAYVIEW ROAD                                                                                                                                                                                                                                                                                                                                   68




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .                                                              19
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         48
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11
       0                                                       5                                                                                                                                                                                                                      .                                                                                                  1                                                                                       3                                                                                                                                            .                                                                                                   Issue:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11
   1                                                        10
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3.
                                                                                                                                                                              10                                                                                                                                                                                                                                                                                                                                                                                                                                           12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.
                                                                                                                                                                                                                                                                                                                                                                                11                                                                                       11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        09
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              112
                                                                                                                                                                                                                                                                                                                                                                 110
                                                                                                                                                                                                                                                  Site Benchmark
                                                                                                                                                                                                                                                   Nail in Bitumen




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SCG HOLDINGS PTY LTD T/A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Unit 1/11 Project Ave,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Noosa Heads
                                                                                                                                                                                                                                                  RL 107.77 (AHD)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Ph (07) 5455 5604
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       email:[email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       web:www.scg-engineers.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ABN 68 669 675 790




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Title:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Project




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Date:            Drawn                Design

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Checked:        Drg No.                        Rev.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — Al

 

HEIGHT DATUM

LOT 10 ON RP 91188
Level Datum AHD
Level Origin PM 78210

Bayview Road, Noosa Heads N :
Survey information provided

by SONTO \

 

 

 

 

 

 

2 Storey
Rendered
Building

&. - Roof Line -
NO
©

Y A Si-39

 

 

 

Sor
3 Storey ~ \

Rendered & Timber Cladding

Building

Rao) 113
Ge,’ Yo
Ys Ging /

   
    
      
 

147
NPW889

 
 
  

 
 
     
  
 
  
   
   

 

 

 

/ |
{ / \
\ 411
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fey -
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%
%.
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%

 

 

 
   

Site Benchmark
Screw in Kerb
RL 106.18 (AHD)

Comms Pit
Not Visible
(From records)

 

 
      
    

 

 

 

 

 

 

 

 

 

  

 

>
N
e404
L m Back of Mountable Kerb
% N
S
eo eS
LEGEND s W
b® Ww oe °: Ne
© \ x AY / © \A/ x Road Ganireline s
4\80 EXISTING SURFACE SPOT LEVELS. W VV y VV
— ——_. INDICATES OVERHEAD ELECTRICITY N A YWIEW RO D
SUPPLY LINE ee & & a & 3 a
XN 9g %- . \ 2? Vv
INDICATES EXISTING SEWER LINE j N INS) we nN "8p NN

  

 

     
   
   

 

w——_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

| ——__ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS.

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

— Sw/EX

 

www.dialbeforeyoudig.com.au

 

 

 

11

     

Site Benchmark
Nail in Bitumen
RL 107.77 (AHD)

SITE PLAN — SITE SURVEY & EXISTING SERVICES

Scale 1: 100

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY

 

RESPONSIBLE FOR THE SERVICE

 

112

fnanu-——1_?—)_?m1:100 © At
1:200 @ AS

 

10.06.16

Ree

EXISTING STORMWATER PIT

 

 

EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&c EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER
Revision Description Date
Iss

 

 

 

"FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
k email:[email protected]

web:www.scg-engineers.com

‘SCG HOLDINGS PTY LTD Ti

 

 

SITE SURVEY & EXISTING
SERVICES

27 BAYVIEW RD,
NOOSA HEADS

 

Date:

March

Drawn Design

26 FS

 

TH

 

 

Checked:

RPEQ 27698 (7)
T Harrington |

Drg No.

0694 -OWI.1) .