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SUPERSEDED - Approved Plans & Documents - OPW22 0299 · OPW22/0299

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3211                                                                                                                                                                                                                                          3131           32 3                                                            5 .44                                                                                                                                                                                                                   34                                                                   .9
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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
                                                                                                                                                                                                                                                                                    REFER STRUCTURAL DRAWINGS FOR BUILDING & RETAINING WALL DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ≈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
                                                                                                                                                                                                                   1.5




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C201




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                               3 of 7
                                                                                                                                          1:150
                                                                                                                   Drawing Number
                                                                                                                                                                                                                   4.5
                                                                                                                                                                                                                   6




                                                                                                    21617-C100

                               B
                                                                                                                                                                                                                   7.5m




                                                                                                                                          A1


                                                                        Revision
                                                                                                                                                                         Sheet Size




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NOT FOR CONSTRUCTION


[OCR of page images]
 

NOOSA COUNCIL
APPROVED PLAN
OPW22/0299 18 APR 2023

 

 

 

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FS comms

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Fe ee
, MH
=LS257)
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—---03$ — — -03— — — -3— — — - ns —- —

s—=

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.

o
2
ss

reaining
‘timber paving

MINOR TRANSITION / SHAPING REQUIRED TO MATCH IN TO EXISTING SURFACE

TOP OF WALL 396 “
BOTTOM OF WALL 37.0 P s +
WALL HEIGHT 2.6m Se g aaa

© FSL 3597
» 2; BEL 35.77 °

—-03— —— -03—- — — —

@,

AS
a FSL 35.97
ee) BEL 35.7
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
courtyard

suis

te,

FSL 34.67

BEL 34.47 MINOR TRANSITION / SHAPING REQUIRED TO MATCH IN TO EXISTING SURFACE

ea Ss
——

FSL 35.33 ey
BEL 35.13 sun aug

z
FSL 37.95 fc’ Auooqeg
BEL 37.75 Aco

r----F

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

 

 

 

 

 

 

canonctrricn aos somone s REFER STRUCTURAL DRAWINGS FOR BUILDING & RETAINING WALL DETAILS ]
2 NOTES: \\
< 1) FSL= FINISHED SURFACE LEVEL BEL = BULK EARTHWORKS LEVEL
8 2) NO ALLOWANCE MADE FOR TEMPORARY EXCAVATION WORKS TRANSITION TO EXISTING AS REQUIRED |
3 \ \ =

2 \

i COPYRIGHT © Associated Consultants. Client Drawn Verified Project Drawing Title Scale Sheet Size
«| Roedwrnie nto CHRIS CLOUT DESIGN| MARK BAIN TO D _ oo oe 24 KATHARINA ST & 10 NATASHA AVE NOMINAL BULK EARTHWORKS 1150 | A
=) omer 22, CONSTRUCTIONS = ae NOOSA HEADS QLD 4567 aa Rane

lent. This drawing shall only . 7
be used for this specific project. engineers & project managers ‘Approved RPEQ No RP DESCRIPTION 2RP122891 & 135 RP92518 21617-C100
This drawing shall not be used Noosa: 07 54499600 Sunshine Coast: 07 5329 3190 DOUG 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL =
for construction until marked as | © | 90.01.25 | OPW IR RESPONSE PO Box 61, Noosaville, QLD 4566 Signed MCU APPROVAL - HORIZ DATUM LOCAL Sheet Revision
| ‘issued For Construction’ in the | A | 25.10.22 | OPW APPLICATION _ A [email protected] — www.todconsulting.com

 

ROLAPPROVAL - VERT DATUM AHD 30f7 B
Date | Revision ABN 39 126 605 336 30.01.23 | OPW APPROVAL _- RLDATUM LOCAL [MEASUREMENT BAR - INCREMENTS IN mm

Version: 1, Version Date: 01/02/2023

NOT FOR CONSTRUCTION

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