Original source · versioned page text
11C Church St Issue 25 08-07-2022
Attached to the e-mail EMAIL 2 OF 3 - MCU22/0031 and OPW22/0062 - INFORMATION REQUEST RESPONSE.
STORMWATER GRATE
STORMWATER MANHOLE
‘SEWER MANHOLE,
z©OD
ELECTRICITY JUNCTION BOX
TELSTRA PIT
WATER METER
HYDRANT
STOP VALVE
POWER POLE
LIGHT POLE
BENCH MARK
© @xag
31
RP862439
10
RP71186
Denotes Defined Flood Event RL91.35 at east boundary
Denotes northern extent of Riparian Buffer (vide Noosa Plan 2020)
Denotes the 10m settback from the stream centreline.
9
RP71186
8
RP71186
7
RP71186
2
e’
6
RP71186
SP301620
a” 89°59'35" at
$s ‘
9 be
oe , s SP301620 “of
2 * hac
oP) S. 9
sv “\ rr Ne
e oe e > ve ° iy 28S
5 ° * 3 PY 105117 7 [Oe —
Xx ; c
oF ars
RP71186 RP71186
Scale 1:600 - Lengths are in Metres
1
RP71186
SS ww
STREET
CHURCH
LINETYPE LEGEND
BANK BOTTOM
BANK TOP
BATTER
CROWN
GUTTER
GRAVEL
BITUMEN
KERB
CONCRETE
ELECTRICAL
WATER
DAWPOOL
SEWER
DRAINAGE
TREELINE
GARDEN
TELSTRA
BUILDING
PAVING
RETAINING WALL,
WALL
GUARDRAIL
FENCE
Boy
MAJOR CONTOUR
MINOR CONTOUR.
cient: ALBA PROJECTS Project: Plan 1 of 1
PTY LTD. PLAN SHOWING ate: 9-11.21
DETAILS OF LOT 4
MAX WATTERSON ON SP301620. Scale: 1:600
+ ASSOCIATES Datum: AHD
CONSULTING SURVEYORS Origin: PM75787
& PLANNERS “RL 101.825
12 Maple Street Cont.Int: 0.5m
PO Box 639
a LOCAL GOVT: NOOSA S.C.
Ph. (07) 54426121 Ref:
Bete ee rey vane LOCALITY: POMONA 1 1-3216AQ1
NOTE:
This plan has been prepared for building
design purposes only.
Underground services not located except
where evident on surface.
The plan has been prepared based upon a
survey undertaken August 2017.
Revision 17/02/22 - 10m setback from stream
and the Riparian Buffer added.
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