Original source · versioned page text
C2. Eng Report
Attached to the e-mail Response to Information Request - MCU17/0572 & OPW17/0611.
Original PDF page 31, section 2. The text section number identifies this passage in the reader.
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[OCR of page images]
SITE BENCH MARK
Screw in Concrete
RL 21.06
22
RP881370
CP
BUPIOI093
Me
18.31 SL N48:
(Unable to .., SS €
open heave aes SUH
cone. lid) y 3 (unable to
y 2 locate)
\\ \ "
o
2
RPISO347
v
Concrete % ap
Surface °Qy
a
SITE BENCH MARK
Screw in Concrete
RL 20.566
/
RP103723
DATUM FOR LEVELS — AHD
PM No 52590 — RL 11.201
Contour Interval — 0.5m
The boundary position and dimensions shown hereon
have been compiled from IS27603/ and have been
marked on site.
The underground services shown heron have been
plotted from the records of the relevant authorities,
and may not be accurate.
Client
NKS CORPORATION PTY LTD
Project
175 EUMUNDI—NOOSA ROAD
NOOSAVILLE
CONTOUR & DETAIL SURVEY
ofLot lon RP/3/576
/
RP103723
LEGEND
—s S— Sewer Line
—w W— Water main
—T T—— Telstra Cables
—W—@W-—___ Overhead Electricity
——_ VE——__ Ufground Electricity
—G G — Gas Main
—" 4— Fence Line
SW Stormwater Line
K Back of Kerb FH Fire Hydrant
L Lip of Kerb SL Surface Level
JL Invert Level @® Power Pole
SWG Stormwater Grate
SMH Sewer Manhole
WV Water Valve WM Water Meter
7B Timber Bollards
Scale 1:200 — Lengths are in Metres.
Lootoil | | l | | | l | | | l | | J
2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28
MICHAEL JOLLY SURVEYS FW MAS Date 3/1/2017
PTYLID Drawn MAJ Checked Aceh.
ABN 81 054 790 144 FB. — A d
ACN 054 790 1/44 (7-006 prove Mnfebay»
Ph (07) 3368 1666 90196201. 0WG
Original Portion /1/
Locality of Noosaville
Local Authority: Noosa S.C.
Fax (07) 3368 1499 SCALE
Email [email protected]
1:200 (A2 Size)
Office Address: 2/9 Camford Street, Milton
Postal Address: PO Box 1732,
Milton BC, Q, 4064
“" 001962. 01
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