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21617-20230419 - full set · OPW22/0299

Attached to the e-mail OPW22/0299 - Suspend appeal period and make change representations.

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3211                                                                                                                                                                                                                                                3131           32 3                                                            5 .44                                                                                                                                                          34                                                                                           .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         34                                                              6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Driveway




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9                                                                  9                                                                                                                               0                                                                                                                              9                                                                                                          4                                   8                                                                                                                                                                                                                                                                                                                                                                                       .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4                                                                   .9                                                                                                                      .3                                                                                                                                     7                                                                                                          .3                                 .6
                                                60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    33132.075 3317 2.2532
                                                                                                                                                                                                                                                                                                                                                                                                                 98                                                                    9.                                                                   29                                                                                                                      30                                                                                                                                    0.                                                                                                         3 1                               3 1                                                                                                               0                                                                                                                                                                                                                                                                          35
                                                                                                                                                                                                                                                                                                                                                                                                                .                                                                   2                                                                                                                                                                                                                                 . 41                                                                                               3                                                                                                                                                                                                                                                             2. 3
                                                                                                                                                                                                                                                                                                                                            Driveway




                                                                                                                                                                                                                                                                                                                                                                                                             28                                                                                                                                                                                                                                                                                                    30                                                                                                                                                                                                                                                                                                                                                              3                                                                                                                                                                                                                                                                                          T-Comms
                                                                                                                                                                                                                                                                                                      SLL 28.51                                                                                                                                                                                                       3010                                                                 T-Comms                                                                                                                                                            T-Comms                                                                                                                                                                                          32
                                                                                                                                                                                                                                                                                                          ≈IL27.46                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1                                                                                             MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3                                          MH                                                                                                                                                             7                                                                          5                                                                                                                                                                                                                                                                    .2                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         16                                                                     54                         MH                                                                                                                    .0 07                                                                                                          41                                                                                    .9                                                                           3                                                                                                                                                                                                                                                                    34                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ≈IL32.57                                        6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .              ST                                                     9.                                                                                                                                                                                                                                                              0.                                                                                    30                                                                        3 1.                                                                                                                                                                                                                                                                                                         .4                                       34.
                                                                                                                                                                                                                                                                                                                                                                                                         Top back kerb                                                             29         ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2                                                                                                                                                  30 30.                                                                                                     3                                                                                                                                                                                                                                                                                                                                                                                                                                                                   34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SW IL 29.05                                                                                                                                                                                                       SW IL 29.92                                                                                                                                                                                                                                                                                                                  SW IL 31.44                                                                                                                                                                                                                             SW IL 32.61                                                                    SW IL 33.02

                                                                                                                                                                                                                                                                                                                                                                                                           Edge pavement                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ST
                                                                                                                                                                                                                                                          ST S/water                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ≈IL29.10                                                    S/water
                                                                                                                                                                                                                                                                    MH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MH
                                                                                                                                                                                               0




                                                                                                                 EXISTING FEATURES & EXTENTS OF WORKS
                                                                                                                                                                                               1.5




                                                                                                                                                        Scale




                                             Sheet
                                                                                                                                                                                               3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO REMAIN




                                                                                                                                                                                                                                                     28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    32




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      IS REQUIRED)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   30




                                                                                                                                                                                                                                                                                                                                                                                                                                          29




    2 of 7
                                                                                                            1:150
                                                                                     Drawing Number
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               O/H ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING U/G TELSTRA




                                                                                                                                                                                               4.5
                                                                                                                                                                                               6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO BE LOWERED / RELOCATED




                                                                      21617-C002
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TO REMAIN. REFER DRG C202 FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SUPPORT AT DRIVEWAY CROSSING.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (EXCEPT WHERE NEW MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             C

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING U/G ASBESTOS 150Ø SEWER




    C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING U/G 300Ø STORMWATER




                                                                                                                                                                                               7.5m




                                                                                                            A1


                                             Revision
                                                                                                                                                        Sheet Size




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOT FOR CONSTRUCTION


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EXISTING SEWER MANHOLE TO REMAIN

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EXISTING UIG ASBESTOS SEWER
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¢| SUPPORT AT DRIVEWAY CROSSING.

EXISTING U/G ASBESTOS 1500 SEWER
TO REMAIN. REFER DRG C202 FOR

  

 

 

  

 

 

 

 

EXISTING U/G TELSTRA
TO BE LOWERED / RELOCATED

 

 

 

 

 

 

 

 

 

 

 

 

 

I
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| Ube ¢
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| aqui 4 EXISTING TIMBER WALL TO BE REPLACED WITH NEW DESIGN
SZ r yO EXISTING U/G 3000 STORMWATER | |
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Se LA an? en (EXCEPT WHERE NEW MANHOLE. |e
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EXISTING SEWER MAINTENANCE a !
SHAFT TO BE MODIFIED TO SUIT |
NEW DESIGN I
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COPYRIGHT © ‘Associated Consultants. Client Drawn Verified Project Drawing Title ‘Scale ‘Sheet Size
ee Sut CHRIS CLOUT DESIGN! MARK BAIN AR OR 24 KATHARINA ST & 10 NATASHA AVE EXISTING FEATURES & EXTENTS OF WORKS 1:150 AM
.e agreement between Designed Verified
Consing By Lid (e)and ts CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number
ent. This drawing shall on .
be used for hs specie project SISTING SEWER KATHARNAST engineers & project managers ‘Approved RPEQ No RP DESCRIPTION — 2RP122891 & 135 RP92518 21617-C002
‘This crawing shall not be used Noosa: 67 5449 9600 Sunshine Coast 07 5329 3190 DOUG REYN LOCAL AUTHORITY NOOSA SHIRE COUNCIL

for construction until marked as
‘Issued For Construction’ in the

revision description,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PO Box 61, Noosaville, QLD 4566
[email protected] —_www.todconsulting.com
‘ABN 39 128 805 336

 

 

 

 

9072
Signed

 

MCU APPROVAL - HORIZ DATUM LOCAL
ROLAPPROVAL —- VERT DATUM AHD
23.02.23 | OPW APPROVAL _- RLDATUM __LOCAL

NOT FOR CONSTRUCTION

 

 

 

MEASUREMENT BAR - INCREMENTS IN mm

‘Sheet Revision

20f7 Cc

 

 

 

 

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