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Approved Plans & Documents - OPW22 0299 · OPW22/0299

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Original PDF page 2, section 8. The text section number identifies this passage in the reader.

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




                                                                                                                                                      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]
 

NOOSA COUNCIL
APPROVED PLAN
OPW22/0299 15 MAY 2023

 

 

 

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—---03$ — — -03— — — -3— — — - ns —- —

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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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o3——

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

 

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

\

1) FSL=FINISHED SURFACE LEVEL BEL = BULK EARTHWORKS LEVEL \ |

 

NOTES:

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

| [Copvricute ‘Associated Consultants, Client Drawn Verified Project, Drawing Title ‘Scale Sheet Size
- | Missownais ee CHRIS CLOUT DESIGN] MARK BAIN AR OR 24 KATHARINA ST & 10 NATASHA AVE NOMINAL BULK EARTHWORKS 4:150 AM
° Designed Verified

| | Gonauung Pay Lid (cand tes CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number

© | client. This drawing shall on} . 7

| be used forts specie project | Baa T REVISION REF ONLY “NIL DRAWING CHANGES engineers & project managers ‘Approved RPEQ No RP DESCRIPTION — 2RP122801 & 195 RP92518 21617-C100

= | This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL =

© | forconstucon unt merked os | © | 800.28 | OPWIR RESPONSE se O20 Box 81, Noosavil, QLD 4568, Signed MCU APPROVAL - HORIZ DATUM LOCAL ‘Sheet Revision
“J ‘issued For Construction’ in the | A _| 25.10.22 | OPW APPLICATION _ A [email protected] —_ www.todconsulting.com ane ROLAPPROVAL- VERT DATUM AHD 30f7 Cc

| revision description Rev | Date | Revision AABN 39 128 605 336 230223 | OPW APPROVAL _- RLDATUM LOCAL MEASUREMENT BAR- INCREMENTS IN en oO

 

 

 

 

—

 

NOT FOR CONSTRUCTION

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