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MWA Site Survey
Attached to the e-mail Application and Design plans.
we
é.
RCTS
¢
S°Gam
8
RP99140
Scale 1:250 - Lengths are in Metres
25 0 2.5 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5
STORMWATER GRATE
STORMWATER MANHOLE
SEWER MANHOLE
ELECTRICITY JUNCTION BOX
TELSTRA PIT
WATER METER
HYDRANT
STOP VALVE
POWER POLE
LIGHT POLE
BENCH MARK
0
og?
*Paperbark
7
re
LINETYPE LEGEND
BANK BOTTOM
BANK TOP
BATTER
CROWN
GUTTER
GRAVEL
BITUMEN
KERB
CONCRETE
ELECTRICAL
WATER
DAM/POOL,
SEWER
DRAINAGE
TREELINE
GARDEN
TELSTRA
BUILDING
PAVING
RETAINING WALL
WALL
GUARDRAIL
FENCE
BDY
MAJOR CONTOUR
MINOR CONTOUR
7}
MAX WATTERSON
ASSOCIATES
12 Maple Street
PO Box 639
Cooroy Qld 4563
Ph. (07) 54426121
Fax. (07) 54425125
Email. [email protected]
cient _D, SEETO
Project:
PLAN SHOWING
DETAILS &
CONTOURS OF LOT
9 ON RP99140.
LOCAL GOVT: NOOSA S.C.
LOCALITY: NOOSA NORTH SHORE
Scale: 1:250 Plan 1 of 1
Datum: AHD Date: 29-01-19
‘qin: -PM120511
Origin: Rr 0.598 Ref:
Cont.Int: 0.25m
19-4865AA
NOTE:
This plan has been prepared for building
design purposes only.
Underground services not located except
where evident on surface.
The north-western boundary is defined by the
Noosa River; this boundary has not been
defined by this survey.
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