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19660_20210610_C1001-C1004
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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
1.5m WIDE CONCRETE PATHWAY & KERB RAMPS
GRAVE TO IPWEA STD DRGS RS-065 & RS-090 (TYP)
L
W
TRACK
TO JOIN NEATLY TO EXISTING PAVEMENT.
BE REFER DETAIL ON DRG C1004.
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
#
S
##
W
W R1
W
##
S S S S S S S
5. S S S S S S S S S S S S S WATER MAIN
R#
275
D D D D D D D D
W
SC
T
W
S
D
W
CONTROL LINE MC01
SC
W
R
3
.16
S
T
ROAD 01
##
##
111
W
##
D
W W W
S
T
TC 80.517
70
60
50
40
30
20
10
0
90
100
8
.43
W
D
102
S
CT
KERB INLET 'LIP-IN-LINE' AS PER IPWEAQ STD DRG DS-063 (TYP)
T
END OF LINE FLUSHING POINT
D
W
AS PER SEQ CODE STD DRG
10 SEQ-WAT-1104-1 FLOW DIVERSION PIT
S
- LOW FLOWS DIVERTED TO BASIN
- HIGH FLOWS DIVERTED DOWNSTREAM
T
6 5 4
W
WS D
FLO
S
W
LO
S
D
D
HIGH FLOW
T
W
S S S S S D
POTTERY
S
DRAINAGE
D
RAM P
S
S
CONNECT TO
T
S RESERVE EX SEWER MH
W
S 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 D D
PP
S
T
D
BIORETENTION BASIN IN ACCORDANCE WITH BASIN OVERFLOW PIT
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\19660_CIVIL_RAL.dwg
W
STORMWATER MANAGEMENT PLAN PREPARED JOIN ALL NEW WORKS
D
BY AQUAINTEL (MIN 125m² FILTER AREA). NEATLY TO EXISTING
EXIST SEALED ROA
REFER TYPICAL SECTIONS ON DRG C1004.
D
S
T
W
EXTEND PIPED DRAINAGE TO THE NATURAL WATERWAY
APPROX 100m SOUTH OF THE DEVELOPMENT
D
S
T
PRELIMINARY - NOT FOR CONSTRUCTION
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