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RFI - Plans
LEGEND
EXISTING PROPOSED
CONTOUR (1m INCREMENTS)
KERB & CHANNEL
W
D D DRAINAGE
T
NIL R ROOFWATER
W
S S SEWERAGE
W W WATER
T
NIL W WATER METER PP
W
TO BE ADVISED ELECTRICITY
TO BE ADVISED
T
T TELCO
ROAD SURFACE
W
EXISTING
STREET
SHED
T
W
EXISTING DWELLING
TO BE DEMOLISHED
T
IN STAGE 2
T T
W
9 D
W
JOIN ALL NEW WORKS D
7 NEATLY TO EXISTING
D
W
EXIS 3 2 1
TING
GRAVE
L
W
TRACK
TO
BE
REMOV
ED
W
W W
W
W
RED ST
W
W
FH & DN63 CONNECTION FOR
8 R8.725 W
CUL-DE-SAC ARRANGEMENT AS PER EXISTING OVERHEAD ELECTRICAL
W
S SEQ CODE STD DRG SEQ-WAT-1104-1 PROPERTY SERVICE TO BE REMOVED
PP PP
KERB ADAPTOR AS PER W
W
T T
IPWEAQ STD DRG RS-081 (TYP) W
W W W W
S W
FH FH SV CONNECT
T
W W W W W W W W W W W W W W W W W W TO EXISTING
5
S
.27
W
W R1
W
S S S S S S S
WATER MAIN
0
5. S S S S S S S S S S S S S
R1
275
D D D D D D
W
SC
T
W
D
S
W
CONTROL LINE MC01
SC
W
3
10
.16
KERB INLET 'LIP-IN-LINE' AS PER
T
R
S
ROAD 01 .27
5
D
111
IPWEAQ STD DRG DS-063 (TYP)
W
ROAD
W W W
S
T
TC 80.517
70
60
50
40
30
20
10
0
90
100
8
D
.43
W
102
CT
SEALED
S
1.5m WIDE CONCRETE PATHWAY & KERB RAMPS
D
T
END OF LINE FLUSHING POINT AS PER
TO IPWEA STD DRGS RS-065 & RS-090 (TYP)
W
SEQ CODE STD DRG SEQ-WAT-1104-1
10
POTTERY
S
D
FLOW DIVERSION PIT
T
6 5 4
EXISTING
- LOW FLOWS DIVERTED TO BASIN
W
- HIGH FLOWS DIVERTED DOWNSTREAM
S
D
T
W
S S S S S
OF
D
S
D
DRAINAGE
S
S
RAMP
T
W
S
RESERVE
EDGE
S S S S S S S S S S S S S S S S S
R R R R R R R R R R R R R R R R R R R CONNECT TO
EX SEWER MH PP
S
T
D
W
BIORETENTION BASIN IN ACCORDANCE WITH BASIN OVERFLOW PIT
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\19660_CIVIL.dwg
STORMWATER MANAGEMENT PLAN PREPARED
BY AQUAINTEL (125m² FILTER AREA)
S
T
D
W
EXTEND PIPED DRAINAGE TO THE NATURAL WATERWAY JOIN ALL NEW WORKS
APPROX 100m SOUTH OF THE DEVELOPMENT NEATLY TO EXISTING
S
D
T
PRELIMINARY - NOT FOR CONSTRUCTION
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
PLANNER / SURVEYOR
ELLEN LEAPE
Brian Naismith Development Consultant
30 POTTERY STREET, POMONA CIVIL WORKS GENERAL ARRANGEMENT 1 : 250 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] JF DR PROPOSED RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C1003
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 31.07.20 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 31.07.20 OPW APPROVAL - RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm 3 of 4 A
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