Original source · versioned page text
22-05-23 Operational Management and Maintenance Plan_Issue A
Plans and drawings: the text below has words only, no drawings.
Original PDF page 8, section 2. The text section number identifies this passage in the reader.
W
.25
W
S
5.8
W CU
T
FI1/5
SW
EXTERNAL STORMWATER CO
COM
COMP 5.8 TP W BOLLARDS L 5 B1 B1 W CO
EXISTING STORMWATER
SW EXISTING SLAB REFER DETAIL O F SA COM
TT P R 5.2
LINE CONNECTION POINT MP MP
LINE TO BE
W COMP SW
5.2
COMP
CO
6
JOIN NEATLY TO EXISTING DWG No CP.2.01 COM S T
(COMPILED DATA)
E
W
MP
COMP REMOVED m RECONSTRUCT STRUCTURE ALL
P
.20
TT W 5.4
6.0 T
W
KERB 5.8 S TT E
5 CO EXISTING WATER
COMP
COM TW E B1 5.6 RL MH7/1 T MP W COM COMP W
5.4
RE
6
S TT PW E B1 X IL 4.75SW
X 0 X X
SW
X SW
X X
SW
X IL
SW4.630 SW
X X X SW
X X
SW
300Ø
XSW
X SW
X X
SW
X SW
X IL 4.45
X
SW0 X 4.6 5.0 COM P (COMPILED DATA)
T W
RL 4.8
E P T 5.0
COMP
X LL 4.6
6.0
4.8
B2 EXISTING SEWER
5.6
5.
T A
SW
E X
COMPW
21m RET
W
CO W
S X 5.4 4.4
T MP COMP S
SW
T W E 5.2 COM (COMPILED DATA)
COMP
X ET
5.8 COMP S S S S S S WAL 4.8 P
8/1 L
X R
5.0
TT S
EX. HW
5.6
W E
SW PROPOSED EASEMENT
S S S
4.6
S S
MH6/1
EXISTING STRUTURE TO T W X 5.6
S E
TT X S RET 4.4 EXISTING ELECTRICITY
COMP
E LL
COMP T X S
BOUNDARY S S WA COMP COMP E
BE REMOVED REFER T W
E 5.8 S S
5.8 OMP
S T E X5.8 X X B2 S S S 5.6 S WSA
5.2
RELTL RET (COMPILED DATA)
LANDSCAPE ARCHITECT C
COMP T W S S 5 S 5.0
S RET 55..20 4.8 4.6 S
E 5.8 4.8
S T T W S S S DETENTION TANK 4.4 RET WALL RETAINING WALL RET WALL
S
4.8
E
S EXISTING EASEMENT PROVIDE SCOUR PROTECTION WRAET
5.8
DRAWINGS
6.0
COMP
6.0 COMP TW
S S S LL
S
E
ONE. REFER TO WALL WRAELTL PRECAST PANEL WALL
4.8
T TT W
S
COMP
S S TT E 5.6 AT HEADWALL OUTLET REFER RET
COMP T TT W W E PROPOSED SW.2.01 FOR DETAILS DWG SW.2.02 FOR DETAILS.
T W TT W
TWS 5.8
5.0 TOP OF BATTER
B2
E
0m BOUNDARY 5.4
5.6
E
SWW
S E FACE OF BATTER
SL
S
E
EXISTING FIELD INLET 150 HEAVY DUTY 5.2
S
FI1/3 5.4
GRATED DRAIN WITH TOE OF BATTER
5.8
TO BE REMOVED
WALL
5.8 GD1/9 150Ø OUTLET INTO SWALE DRAIN
FI3/7
5.6
FI2/7 5.8BIO BASIN
SWW
5.6 EXISTING STORMWATER
SL
S
5.8 B2
B1
X X X
5.6
SL 5.60m TO BE REMOVED
RET
TK4/7
5m
5.8 CONCRETE
USE FABRICATED BEND
SWW
5.8
DOWNTURN WITH
S
5.8
FOR RETAINING WALL DETAIL ER1 PUMP GENERATOR GUARD RAIL REFER
WALL
5.4
BIORETENTION
ROOMBASIN 2 5.6
REFER DWG No CP.2.01 m WITH 2m² OF FILTER AREA. CP.2.01 FOR DETAILS
5 .65 LOW FLOW ROOFWATER
SL
5.8
MSB REFER TO SW.2.01 FOR
MAJOR FLOW
REFER HYDRAULIB GD3/6 TNK5/1
5.8
EOT
RET
DETAILS.
FACILITIES
DRAWINGS ROOFWATER
PLANTER BOX REFER DETENTION TANK
CONNECTION TO
STRUCTURAL
TENANCY 2 DWG FOR TWO. REFER TO
600 x 600 GRATED FI1/7 DETENTION TANK COMMS VACUUM
WALL
FI2/6 DETAILS
RET
PLANT
RET
SW.2.01 FOR DETAILS
5.8
WALL
WALL
OUTLET PIT TENANCY 1
5.8
6.2 TRANSITION FROM
6
0 5 10 12.5
UPRIGHT KERB TO MAJOR FLOW
BIORETENTION BASIN 1 WITH
RET
WALL
WALL
SL 5.60 FLUSH KERB OVER STAIR CONNECTION TO ROOFWATER
m
RET
RET
100m² OF FILTER AREA. REFER PUMP ROOM FSL 5.80m SCALE 1:250 (A1) 1:500 (A3)
2m LONG STRIP 1.0m CONNECTION TO
TO SW.2.01 FOR DETAILS.
DETENTION TANK
BIO FILTER
DRAIN WITH 150Ø
SL 5.65m
WALL
225 WIDE HEELSAFE CONSULTANT: MPN CONSULTING PTY LTD
RET
RET
WALL
WALL
PVC PIPE CONNECT
TO FI2/7
TRENCH GRATE CONTACT: LACHLAN STEPHENSON
FALLING CENTRALLY (RPEQ See the original
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