Skip to the record
For the highest quality transcripts.

Council archive · source document

Civil Plans 21617_20230130 Rev B · OPW22/0299

of 27

Check the original when the exact wording matters.

Plans and drawings: the text below has words only, no drawings.

Log in to see the plans as drawn

Original PDF page 3, section 8. The text section number identifies this passage in the reader.

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




                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                            28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            32




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             29




    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]
|

=LS257)
>

of
2
s-—
— 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——

|
i
|
|
I
i
|
|
I
i
|
|
|
5
al
|
|
I
t
|
\
|
i
|
|
I
i
|
|
'
i
|
|
|
i
|
|
I
i
|
|
I
i
|
|
|
i
|
|
\
i
|
|
|
i
|
|
—
.
|
|
I
i
|
|
|
i
|
|
'
i
|

a

a

wer S— — — Ls

L746

GS

 

oO
Qynaw—- —sv— f=

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
\ ~

%

i COPYRIGHT © Associated Consultants. Client Drawn Verified Project Drawing Title Scale Sheet Size
«| sano tet CHRIS CLOUT DESIGN|MARK BAIN TO D _ oo oe 24 KATHARINA ST & 10 NATASHA AVE NOMINAL BULK EARTHWORKS 4150 | At
2) ieee 0, CONSTRUCTIONS =o ae NOOSA HEADS QLD 4567 ning aor

°| lent. This drawing shal only .
be used fortis specific project. engineers & project managers ‘Approved RPEQ No RP DESCRIPTION 2RP122601 & 195 RPO2618 21617-C100
LOCAL AUTHORITY NOOSA SHIRE COUNCIL
rng ats [5 ST | GATES romoreagaon,Sammcaezarsis i | DOUG yr LCCAAUORTY vom oar Loca a ran
‘esued For Construction’ inthe | A | 25.10.22 | OPWAPPLICATION 7 : [email protected] www fodconsuling.com Signed ROLAPPROVAL - VERT DATUM AHD 30f7 B
_ | revision description Rev | Date | Revision ABN 39 128 805 336 30.0123 | OPW APPROVAL _- RLDATUM _LOCAL MEASUREMENT BAR - INCREMENTS IN mm

 

 

 

 

 

 

 

NOT FOR CONSTRUCTION

Used in these records

About this file

File size
7.3 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Civil Plans 21617_20230130 Rev B.pdf · 7.3 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.