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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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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
                                                                                                                                                                                                1.5




                                                                                                                                                      Scale




                                             Sheet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               C201




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            30




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    3 of 7
                                                                                                                       1:150
                                                                                                Drawing Number
                                                                                                                                                                                                4.5
                                                                                                                                                                                                6




                                                                             21617-C100

    C
                                                                                                                                                                                                7.5m




                                                                                                                       A1


                                             Revision
                                                                                                                                                      Sheet Size




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOT FOR CONSTRUCTION


[OCR of page images]
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— 034+ — — -03— — — —93— — — ~ 03 - —

eo

30m OF RETAINING WALL REQUIRED 600mm OFF
FSL 8922 THE BOUNDARY (NOT SHOWN) TO FACILITATE BULK EARTHWORKS.
on REFER BUILDING STRUCTURAL ENGINEERS DRAWINGS FOR DETAILS.

ss

MINOR TRANSITION / SHAPING REQUIRED TO MATCH IN TO EXISTING SURFACE

reaining
‘timber paving

TOP OF WALL 396 %, -
BOTTOM OF WALL 37.0 P s +
WALL HEIGHT 2.6m Se g aaa

© FSL 3597
» 2; BEL 35.77 Fe:

—-03— —— -03—- — — —

@,

Zo FSL 35.97
as BEL 35.77

FSL 32.90
BEL 32.70

o3—— ——a3

FSL 35.30

FSLao22 BEL 36.10

BEL 39.02

conorete path
2064

a3

FSL 29.90
BEL 29.70

FSL 35.33

BEL 36.13

FSL 38.80
BEL 38.60

FSL 36.31 FSL 34.85
BEL 35.11 BEL 34.45

paved drying

suis

FSL 34.67
BEL 34.47

te,

MINOR TRANSITION / SHAPING REQUIRED TO MATCH IN TO EXISTING SURFACE

Os 0 = §

~

FSL 35.33 ey
BEL 35.13 sun aug

z
FSL 37.95 fc’ Auooqeg
BEL 37.75 Aco

—— a

r----F

o3——

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NOMINAL EARTHWORKS CUT VOLUME ~ 2700m?
FILL VOLUME ~ 200m?

= =<£ A REFER STRUCTURAL DRAWINGS FOR BUILDING & RETAINING WALL DETAILS |

NOTES: \\
1) FSL= FINISHED SURFACE LEVEL BEL = BULK EARTHWORKS LEVEL

2) NO ALLOWANCE MADE FOR TEMPORARY EXCAVATION WORKS TRANSITION TO EXISTING AS REQUIRED lo
\ ~

%

_ [copyricut ©. “Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale ‘Sheet Size
Tessie CHRIS CLOUT DESIGN|MARK BAIN TO D _ oo oe 24 KATHARINA ST & 10 NATASHA AVE NOMINAL BULK EARTHWORKS 4150 | At
Semin, CONSTRUCTIONS =o ae NOOSA HEADS QLD 4567 ning aor

= | client. This drawing shall only . :
«| be used for this specif project. 155.5555 ] REVISION REF ONLY | NILDRAWING CHANGES engineers & project managers ‘Approved RPEQ No RP DESCRIPTION — 2RP122801 & 195 RP92518 21617-C100
5 DOUG 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
© | This drawing shall not be used |—3—} 30.01.25 7 OPW IR RESPONSE Noosa: 07 54489600 Sunshine Coast: 07 5329 3190 Sheet Revision
-| for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed MCU APPROVAL - HORIZ DATUM LOCAL

“| ‘issued For Construction’ in the |_A | 25.10.22 [ OPW APPLICATION 5 , [email protected] ww. todconsulting.com ROLAPPROVAL - VERT DATUM AHD 30f7 Cc

|| revision description. Rev | Date | Revision ‘ABN 39 128 805 336 23.02.23 | OPW APPROVAL _- RLDATUM _LOCAL MEASUREMENT BAR - INCREMENTS IN me

 

 

 

 

 

 

 

NOT FOR CONSTRUCTION

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