Council archive · source document
SPCC05235213 · OPW12/0590
Attached to the e-mail Concurrence Agency Response - DEHP.
| 3000 6000 | BS,
a an ~~
PONTOON \ CAST ALUMINIUM
8 }+——3000-——-}__ MOORING CLEATS
I - - N FENDER RUBBER
— TO ALL SIDES
” LADDER O a
4008 130kNm RC
CAST INSITU PILES
TAP & HOSE
HOLDER
a
s 8 |
<x
2
E =
a
‘ |
x=
8
S00 2
So. 15 REG |
eos
Ni
LOT 3 ‘ie |
“1
ale PIANO HINGE CONNECTION TO
| a MASS CONCRETE LAND ANCHOR
2727 ieee ee ' us
tne) OO
\ aes’ sT 1050 4 ¢ lA. PROPERTY BOUNDARY | / §
[Can
{ ceonenrer= }+—————6000. 8
woe RIVER privé . NX EXISTING BLOCKWORK RETAINING WALL |
&
gosh -1500--!
SITE PLAN & |
WATER AL NOTE: BERTHING: LAYOUT P
SCALE 1:500 LOCATION Existing structures shown Maximum wet vessel length — 8.0m SCALE 1:100 !
. in approximate position only. Maximum wet vessel beam - 3.4m : ‘
THE MARINA SPECIALIST CUENT: KALEDGE PTY LTD MME: SITE PLAN, LAYOUT AND
TRADING AS ACN 010633119 era ANE Cardne seers? Ce) (ozsies2 LOT 2 (5) NOOSA RIVER DRIVE WATER ALLOCATION :
Tee OLD. AUSTRALA 4551 | fi Moh Tone S18 St Po Tes, Oe) nen a NOOSA Sart SHORE SHE: 3 BRNRE AG:
Perr se epsnan) |g gees (Pm rom Pv © oe pore Ea LAS
[Ret on AMENDMENT BPs PecraAti s§ T wb S067 MIE MS 5 MILLIMETERS A AB)
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
SPCC05235213.pdfRelated documentApplication case desk ↗
About this file
- File size
- 340 KB (small file)
- File type
No other editions are linked here.