Townhouse Development 100 - 104 Anderson Road, Sunbury City of Hume FOR WBD Group
Townhouse Development 100 - 104 Anderson Road, Sunbury City of Hume FOR WBD Group
Townhouse Development 100 - 104 Anderson Road, Sunbury City of Hume FOR WBD Group
CITY OF HUME
FOR
WBD GROUP
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS' 1. DRAWINGS MUST NOT BE SCALED. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
DRAWINGS AND SPECIFICATIONS AND HUME CITY COUNCIL STANDARD DRAWINGS. SUCH OTHER WRITTEN
INSTRUCTIONS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE 2. CONTRACTOR SHALL ADEQUATELY DRAIN THE SITE DURING ALL STAGES OF CONSTRUCTION.
REFERRED TO THE CONSULTANT BEFORE PROCEEDING WITH THE WORK.
3. CONTRACTOR TO CHECK ALL EXISTING DIMENSIONS ON SITE PRIOR TO PROCEEDING WITH WORK, DESIGN
ENGINEER MUST BE NOTIFIED FOR ANY DISCREPANCIES ON SITE.
2. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH HUME CITY COUNCIL STANDARD
DRAWINGS, SPECIFICATIONS, APPROVED PLANS AND TO THE SATISFACTION OF THE CHIEF EXECUTIVE 4. ELECTRICAL AND TELECOMMUNICATION CONDUITS TO BE CONSTRUCTED UNDER SWD AND SEWER PROPERTY
OFFICER AND/OR THEIR REPRESENTATIVE. CONNECTIONS.
5. PLUMBER TO CLARIFY WORKS AS COMPLYING WITH AS3500 AND VBA REQUIREMENTS AND ISSUE COMPLIANCE
CERTIFICATE. ANY DISCREPANCY BETWEEN DESIGN AND AS3500/VBA STANDARDS TO BE BROUGHT
3. WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES, THESE SERVICES ARE TO BE LOCATED AND IMMEDIATELY TO ATTENTION OF SUPERVISING ENGINEER.
EXPOSED/PROVED PRIOR TO COMMENCEMENT OF WORKS, AND THE RELEVANT AUTHORITIES NOTIFIED
SEVEN (7) CLEAR DAYS PRIOR TO THE COMMENCEMENT OF THE WORKS. 6. FOR ANY DRAINAGE CONNECTION TO AN EXISTING COUNCIL PIT, THE PIPE CONNECTION IS TO BE FLUSH WITH
THE PIT WALL AND PATCHED AND/OR RENDERED TO COUNCIL'S SATISFACTION.
4. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
7. ALL EXISTING AUTHORITY SERVICES WITHIN THE ROAD RESERVE OF THE ASSOCIATED STREETS ARE TO BE
5. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). PROVED (OFFSET, DEPTH AND SIZE) PRIOR TO ANY CONSTRUCTION OF STORMWATER DRAINAGE. REDESIGN
OR AMEND ALL INVERT LEVELS FOR THE PROPOSED DRAINAGE SYSTEM(S). ACCORDINGLY IF ANY OF THE
EXISTING SERVICES AFFECT THE PROPOSED OUTFALL DRAIN, AMENDED DESIGN PLANS ARE TO BE SUBMITTED
6. ALL CO-ORDINATES ARE TO MAP GRID OF AUSTRALIA(MGA)
TO COUNCIL'S INFRASTRUCTURE PLANNING SECTION FOR REVIEW AND APPROVAL.
8. ALL DRAINAGE PIPES AND PITS WITHIN THE ROAD RESERVE HAVE TO BE CONSTRUCTED IN ACCORDANCE WITH
7. FILL AREAS TO BE STRIPPED OF TOPSOIL, FILLED AND TOPSOIL REPLACED TO OBTAIN FINAL FILL LEVELS AS HUME CITY COUNCIL'S STANDARD DRAWINGS. COPIES AVAILABLE FROM COUNCIL UPON REQUEST.
SHOWN ON PLAN. FILLING IS TO BE CLEAN CLAY COMPACTED TO A DENSITY NOT LESS THAN 95% OF THE
MAXIMUM DRY DENSITY VALUE DETERMINED BY THE STANDARD COMPACTION TEST IN ACCORDANCE WITH 9. “ALL DRAINAGE TRENCH BACKFILL UNDER FOOTPATH, DRIVEWAY OR BEHIND KERB AND CHANNEL(INCLUDE
A.S.1289.5.1.1-2003. ROAD PAVEMENT) IS TO BE FINE CRUSHED ROCK (FCR) CLASS 2 (WET-MIXED) AND COMPACTED AT 150MM
EQUAL LAYERS TO 95% MODIFIED COMPACTION. DRAINAGE BEDDING IS TO BE 75MM. COMPACTED THICKNESS
8. FILLING TO COMPLY WITH A.S.3798-2007, LEVEL 1 UNLESS SPECIFIED OTHERWISE. FCR CLASS 2 (WET-MIXED) AND COMPACTED TO 95% MODIFIED COMPACTION.
10. THE CONTRACTOR OR BUILDER IS TO NOTIFY IN WRITING TO OWNER(S) AND LOCAL RESIDENTS OF
9. NO TREE OR NATIVE VEGETATION IS TO BE DISTURBED OR REMOVED WITHOUT PRIOR APPROVAL FROM NEIGHBOURING PROPERTIES WHICH WILL BE AFFECTED BY THE DRAINAGE WORKS GIVING AT LEAST 48 HOURS
COUNCILS SUSTAINABLE ENVIRONMENT DEPARTMENT. ANY TREES REMOVED, VEGETATION OR OTHER NOTICE IN WRITING.
MATERIALS ARE NOT TO BE BURNT ON SITE.
11. PUBLIC SAFETY FOR ALL PEDESTRIANS AND VEHICULAR TRAFFIC MUST BE GIVEN AT ALL TIMES.
10. BEFORE COMMENCING WORK ON TRENCHES IN EXCESS OF 1.5m DEEP, NOTICE OF SUCH PROPOSAL IS TO BE
12. DIAL 1100 BEFORE YOU DIG (MELBOURNE ONE CALL FREE SERVICE) FOR EXISTING UNDERGROUND SERVICES
FORWARDED BY THE CONTRACTOR TO WORKSAFE VICTORIA. WHICH MAY BE AFFECTED BY THE PROPOSED DRAIN.
11. THE CONTRACTOR IS TO OBTAIN A BUILDING PERMIT FOR ANY STRUCTURES / FENCES AND FOR ANY 13. ASPHALT FOOTPATH AND CONCRETE PAVEMENT REINSTATEMENT: CONTRACTOR CAN BACKFILL WITH
RETAINING WALLS OVER 1.0m IN HEIGHT. HOT-MIXED ASPHALT AND ITS THICKNESS IN ACCORDANCE WITH EXISTING ASPHALT PAVEMENT OTHERWISE
BACKFILL WITH COLD-MIXED ASPHALT.LATTER CASE: CONTRACTOR (OR BUILDER OR OWNER OF PROPERTY) IS
12. ANY INFRASTRUCTURE DAMAGE DURING THE DEFECTS LIABILITY PERIOD IS THE RESPONSIBILITY OF THE TO PAY FOR THE COST OF THE HOT-MIXED ASPHALT REINSTATEMENT WHEN OBTAINING A ROAD OPENING
DEVELOPER OR HIS REPRESENTATIVE AND IS TO BE REINSTATED TO THE SATISFACTION OF THE CHIEF PERMIT FOR STORMWATER CONNECTION.
EXECUTIVE OFFICER OR HIS REPRESENTATIVE.
14. A ROAD OPENING PERMIT ARE REQUIRED FROM COUNCIL FOR ANY DRAINAGE WORKS WITHIN THE ROAD OR
13. ALL DISTURBED AREAS, ie, NATURESTRIPS, BATTERS, ALLOTMENTS & RESERVES, ARE TO BE REINSTATED TO DRAINAGE(EASEMENT) RESERVE.
A CLEAN, TIDY CONDITION, TOP DRESSED (100mm LOAMY TOP SOIL FREE OF CLUMPS, SODS AND CLAY
LUMPS) AND SOWN WITH GRASS SEED. SEED IS TO BE A DROUGHT TOLERANT COUCH/FESCUE MIX UNLESS 15. TYPICAL PROPERTY CONNECTIONS TO BE IN ACCORDANCE WITH AS 3500:3.2015 SECTION 7.7.1 FIGURES B AND C.
OTHERWISE DETAILED. BLEND IS GENERALLY AS FOLLOWS:
16. ALL PIT COVERS TO BE CLASS D TRAFFICABLE UNLESS NOTED OTHERWISE.
90% DROUGHT TOLERANT PERENNIAL
10% KIKUYU 17. SWD AND SEWER, INCLUDING PROPERTY CONNECTIONS, TO BE CONSTRUCTED PRIOR TO ELECTRICAL AND
TELECOMMUNICATIONS.
NOTE: GRASS IS TO BE ESTABLISHED PRIOR TO THE END OF THE MAINTENANCE PERIOD OR UNLESS
OTHERWISE AGREED. 18. UPVC PIPES TO BE SEWER CLASS UNDER BUILDINGS OR DRIVEWAYS. HEAVY DUTY STORM WATER TO GARDEN
AREAS.
14. ALL NEW CONCRETE WORKS SHALL BE JOINED INTO ABUTTING EXISTING CONCRETE WITH 450mm LONG Y20 19. SURFACE DRAINAGE OF THE SITE SHALL BE CONTROLLED FROM THE START OF THE SITE PREPARATION AND
DOWEL BARS @ 600 CENTRES, UNLESS OTHERWISE SPECIFIED. CONSTRUCTION, SURFACE DRAINAGE INCLUDES SURFACE WATER RUN-OFF AND BUILDING WATER
(ROOF/FLOOR/CONCRETE) RUN-OFF:
15. ANY EXPOSED AGGREGATE CONCRETE WORKS TO BE ACHIEVED BY SAND-BLASTING ONLY. WASHING - ALL WATER RUN-OFF SHALL BE CONTROLLED AT ALL TIMES
AGGREGATE OFF WITH WATER IS NOT PERMITTED. - USE TEMPORARY DOWNPIPES TO COLLECT WATER FROM THE ROOFED BUILDING FRAME
16. ALL SERVICE CONDUITS TRENCHES UNDER ROAD PAVEMENTS ARE TO BE BACKFILLED WITH 20mm 3% 20. WHEN SILT PITS ARE USED TO GATHER SURFACE WATER FROM AREAS ADJACENT TO THE FOOTINGS, THESE SILT
PITS ARE TO BE AT LEAST 1000MM AWAY FROM THE FOOTING AND CONNECTED TO THE STORMWATER SYSTEM WITH
CEMENT TREATED CLASS 3 CRUSHED ROCK COMPACTED TO A DENSITY NOT LESS THAN 95% OF THE
SOLID PIPE
MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE WITH
A.S.1289.5.2.1-2003. ALL SERVICE CONDUITS TRENCHES UNDER FOOTPATH, VEHICULAR CROSSINGS, PARKING 21. STORMWATER DRAINS SHALL BE AT LEAST 90MM AND HAVE A MINIMUM FALL OF 1:100 AND 100MM COVER UNDER
BAYS AND WITHIN 750MM OF PARKING BAYS TO BE BACKFILLED WITH CLASS 3 CRUSHED ROCK. THE SOIL AND/OR PAVED AREAS INSPECTION OPENINGS SHOULD BE PROVIDED AT EACH PIPE CONNECTION POINT
AND AT A NOMINAL SPACING OF 25M
17. ALL STORMWATER DRAINS ARE TO BE CLASS 2 R.C. OR RIGID F.R.C PIPES WITH ADCOL FLEXIBLE COLLARS
UNLESS NOTED OTHERWISE. ALL PIPES UP TO AND INCLUDING 750mm DIA. ARE TO BE RUBBER RING JOINTED. 22. FLEXIBLE PLUMBING JOINTS ARE REQUIRED FOR H1/H2/E/P SITES TO ALLOW FOR EXPECTED VERTICAL GROUND
INTERLOCKING / FLUSH JOINTS WITH EXTERNAL BANDS CAN ONLY BE USED ON PIPE SIZES OVER 750mm DIA. MOVEMENTS (REFER GEOTECHNICAL REPORT). THE JOINTS MUST BE SET AT THE MIDWAY POINT WHEN INSTALLED &
MUST ALSO INCORPORATE SWIVEL JOINTS IN THE SYSTEM. DRAINS EMERGING FROM UNDER THE FOOTING REQUIRE
18. WHERE NEW ASPHALT, CONCRETE K & C, PATHS AND DRIVEWAYS MATCH INTO EXISTING, THE EXISTING THE FLEXIBLE JOINT TO BE WITHIN 1000MM OF THE OUTSIDE OF THE PERIMETER FOOTING. INSTALLATION, LOCATION
SURFACE IS TO BE SAW CUT AND MATCHED NEATLY. AND NUMBER OF JOINTS TO COMPLY WITH MANUFACTURER'S SPECIFICATION.
19. ALL REDUNDANT ASSETS ARE TO BE REMOVED AND DISPOSED OFF SITE. 23. GRATED DRAINS MAY BE UTILISED IN A PAVED AREA (E.G. DRIVEWAY / GARAGE INTERFACE) WHERE THE PAVING
NECESSARILY SLOPES TOWARDS THE HOUSE OR GARAGE. SPOON DRAINS MAY ALSO BE USED IN CONJUNCTION
WITH A PAVED SURFACE.
20. ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS OTHERWISE SHOWN OR DIRECTED BY THE CHIEF
EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. 24. BUILDER MUST PREVENT WATER PONDING AGAINST OR NEAR THE FOOTING
21. ALL DRAINS BEHIND KERB AND CHANNEL SHALL BE BACKFILLED TO MATCH PAVEMENT SUBGRADE LEVEL 25. ALL TRENCHES MUST BE DUG AT A SIMILAR GRADE AS THE PIPES THE TRENCHES HOUSE.
WITH 20MM CLASS 3 FCR COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE ALL TRENCHES MUST GENERALLY SLOPE AWAY FROM THE FOOTINGS
MODIFIED COMPACTION TEST IN ACCORDANCE WITH A.S. 1289.5.2.1-2003. ALL DRAINS, SEWERS, GAS & TRENCHES MUST BE 'CLAY PLUGGED' OR CONCRETED WHEN PASSING PERPENDICULARLY UNDER ANY PART OF THE
WATER MAINS LAID THROUGH THE ROAD PAVEMENT (EXCEPT CONDUITS) ARE TO BE BACKFILLED WITH 20MM FOOTING AND ON ANY SLOTTED PIPE SIDE OF A CONNECTION PIT ALL TRENCHES WITHIN 1500MM OF ANY FOOTING
CLASS 2 FCR COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED MUST BE EFFECTIVELY SEALED FROM SURFACE WATER, WITH AT LEAST THE TOP 300MM OF THE TRENCH FILLED
COMPACTION TEST IN ACCORDANCE WITH A.S.1289.5.2.1-2003. WITH LOCAL CLAY COMPACTED TO AN IMPERMEABLE TOP LAYER. APPROVED MOISTURE BARRIER USE WITH
TRENCHES IS AN OPTION.
22. ALL EXISTING ASSETS AFFECTED BY THE WORKS; EG SIGNS, VEHICLE CROSSINGS, FOOTPATHS, KERB AND CONCRETE PAVING IS ADVISED OVER ANY TRENCHES WITHIN 1000MM OF ANY FOOTING. ADDRESS 100 -104 ANDERSON ROAD, SUNBURY
REVISION DATE DESCRIPTION SCALE 1:100
LINEMARKING SHALL BE REINSTATED BY THE CONTRACTOR PRIOR TO THE COMPLETION OF THE WORKS TO
THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. 26. FOR BUILDINGS ON HIGHLY AND REACTIVE SITES, DRAINER SHALL PROVIDE DRAINAGE ARTICULATION TO ALL P1 30.06.2023 PRELIMINARY ISSUE
STORMWATER, SANITARY PLUMBING DRAINS AND DISCHARGE PIPES IN ACCORDANCE WITH CLAUSE 5.6.4 PLUMBING C1 25.07.2023 CONSTRUCTION ISSUE 0 1 2 3 4 5 10m
REQUIREMENTS, WHEREIN FLEXIBLE JOINTS IMMEDIATELY OUTSIDE BUILDING AND COMMENCING WITHIN 1M OF THE C2 12.10.2023 CONSTRUCTION ISSUE
23. AGRICULTURAL DRAINS ARE TO BE PLACED BEHIND ALL KERB AND CHANNEL, KERB ONLY AND EDGE STRIPS JOB NO. 231221 REV: C7 DRAINAGE LAYOUT PLAN
BUILDING PERIMETER ARE REQUIRED TO ACCOMMODATE THE REQUIRED DIFFERENTIAL MOVEMENT BASE ON THE C3 17.10.2023 CONSTRUCTION ISSUE
IN ACCORDANCE WITH COUNCIL STANDARD DRAWING SD282. UNIT DEVELOPMENT
SOIL CLASSIFICATION, REFER TABLE 'MIN. REQUIREMENTS FOR EXPANSION AND ALLOWABLE IN FITTINGS. C4 31.10.2023 CONSTRUCTION ISSUE
PROJECT: CLIENT: WBD GROUP
DRAWN: M.K DESIGNED: A.L ACN: 623872757
C5 28.11.2023 CONSTRUCTION ISSUE Ground floor 470 St Kilda Road Melbourne
D1
C6
C7
06.12.2023
07.12.2023
CONSTRUCTION ISSUE
CONSTRUCTION ISSUE
CHECKED: A.L SCALE: 1:100
ENGPRO VIC 3004
P:(03) 9108 3917
E: info@engpro.net.au
of D4
www.engpro.net.au
WARNING DOWNPIPE LOCATIONS ARE INDICATION ONLY AND NOT PART OF DWELLING'S AND DRIVEWAY FFL'S AS PER ARCHITECTURAL NOTE: NOTE: NOTE:
ALL SERVICE SHOWN ON THESE DRAWINGS ARE DESIGN, REFER ARCHITECTURAL DRAWINGS FOR NUMBER OR DRAWINGS. PITS COVER WITHIN DRIVEWAY TO BE GRADED AND WHERE A SITE STORMWATER DRAIN PASSES THROUGH THE WALL OF A PIT OR ARRESTER THAT IS MORE THAN 1m DEEP, GARAGE GRATED TRENCH SIZE AND PROVIDE PIPE OBLIQUE OR SWEEP
APPROXIMATE ONLY AND EXACT LOCATION IS LOCATIONS AND WSUD REPORT FOR ROOF AREA REQUIRED TO MATCH TO DRIVE WAY FFL'S. TWO FLEXIBLE JOINTS SHALL BE LOCATED ON SUCH DRAIN WITHIN 800mm OF THE OUTER FACE OF THE STRUCTURE, AND LOCATION TO BE ADJUSTED TO SITE JUNCTION CONNECTION @ 45 DEGREE.
TO BE CONFIRMED ON SITE BY CONTRACTOR BE CONNECTED TO WATER TANKS. NOT MORE THAN 600mm APART. CONDITION TO ENSURE NO WATER PONDING
PRIOR TO COMMENCEMENT OF ANY WORKS. OR ENTERING GARAGE, GRATED TRENCH/S
SHOWN ON THIS DOCUMENTATION ARE
E INDICATIVE AND NOT TO SCALE, REFER
O PEN SPAC
PRIVATE ARCHITECTURAL DRAWINGS.
9
PALINGS
3.8
23
78
UNABLE TO SURVEY DUE TO INACCESSIBILITY
1R
3.
9.
23
240.8HEAD
23
NEW COUNCIL JUNCTION PIT
WIN.
35
235.0
8
6
HIGH PALINGS SIZE: 900mm x 600mm
7.
23 4.
NATURE STRIP
234.
236.50 NOT FENCED
23
239.6SILL PALING FENCE 1.90m HT PALINGS PALINGS 235.79 234.85 3700 COVER LEVEL: 233.80
234.46 IL IN: 233.30
300
237.60 236.84 236.68 2500 L RWT
4
237.06 235.13 PIT 12 234.55 JP1
800
6.2
79
237.29
800
6.
236.29 2500 L RWT
235.42
500
600
600
240.8HEAD 234.93 IL OUT: 232.90
500
600
235.51
23
AC UNIT
238.02
3.
HWS HWS
235.99 150 DIA uPVC PIPE AT 1:100 GRADE
23
7.4
23
DEPTH: 900 mm
WIN.
600
DW DP DP 235.01
300
234.86
HWS
23 DP DW DW
.6
235.2
DP
1200
DP
235.4
800
6.0
FLEXI JOINT TO HUME COUNCIL EDCM STANDARD DRAWING 605
234.54
6
237.40 DP 234.96 235.11 235.02
23
800
235.
235.47
7
DP
7.0
236.8
239.6SILL DW
8
1
3.9
23
800 1100 600 234.90 23 4.8 CONCRETE
235.
6
2500 L RWT
7.
.96 23
23
7.
236.22 234.72 CROSSING
23
900
600
234.60
1615
2
CLAY PLUG HWS
234.48
1100
1100
238.11 concrete to be removed and
800
800
800
DW DP
233
.0
500
HWS DP
AC UNIT 236.97 AC UNIT AC UNIT AC UNIT kerb/channel/naturestrip
238
.8 CLAY PLUG
DW DP
300
DW 400 DW DP
UNIT 3 UNIT 2
DP DW DP DP DP DW
UNIT 1
reinstated, to the satisfaction of
the Responsible Authority
237 500
CLAY PLUG
FFL 237,020 FFL 236,520
1
FLEXI JOINT 1000 FFL 236,520
CLAY PLUG CLAY PLUG 235.09
DP
UNIT 5 UNIT 4 GARAGE GARAGE
800 1000
GARAGE
GARAGE 1000
GFL 236,870 GFL 236,370 GFL 236,370 236.05
FFL 238,220
GFL 238,070
GARAGE FFL 237,720 236.76
GFL 237,570 234.72
ATH
600
CONCRETE FOOTP
770 TRENCH IF REQUIRED. TPZ EXISTING CROSSOVER TO BE
2500 L RWT
237.53 TRENCH IF REQUIRED.
TBC ONSITE. TPZ
TBC ONSITE. MODIFIED TO THE
235.26 235.19
2500 L RWT
237.82 FLEXI JOINT 500 NOTE: PROVIDE GRATED NOTE: PROVIDE GRATED 234.55 SATISFACTION OF HUME CITY
TRENCH IF REQUIRED. TRENCH IF REQUIRED.
238.20 FLEXI JOINT TBC ONSITE. COUNCIL AND AS PER COUNCIL
TBC ONSITE. Z
236.29 TP STANDRAD DRAWING SD301
DP 237.18 DP
FENCED
PROPOSED LOCATION OF
500
0m Approx.
M.BOX M.BOX M.BOX M.BOX GAS METERS, WATER
D
DP
235.49
METERS & LETTERBOX FOR
E-1 DP 235.30
234.6
DP DP DP UNITS 1-10
A
500
400
400
M.BOX
Z
TP
O
235.67
2
PIT 10 PIT 11
TRENCH IF REQUIRED.
23
NOT
R
PIT 4
PIT 2 PIT 3 PROPOSED
150 DIA uPVC PIPE AT 1:100 MIN. 150 DIA uPVC PIPE AT 1:100 MIN. 150 DIA uPVC PIPE AT 1:100 MIN. 236.08 150 DIA uPVC PIPE AT 1:100 MIN. CROSSOVER
236.97 235.70
N
750 DIA uPVC PIPE AT 1:300 GRADE (18m)
1100
236.66
O
4.1
2500 L RWT
400
200
200
Z
237.56 APPROX.
23
TP
IL 234.65
300
DP 237.40 234.79
S
237.98 DP M.BOX
450
DP
ANDER
238.41 T
TBM RIVE
500
800 DP
M.BOX
150 DIA uPVC PIPE AT 1:100 MIN.
236.47
300
M.BOX
DP
DW NATURE STRIP
.L.234.13
AC UNIT
DP DP DP
800 IN KERB R
GARAGE 600 500 235.24
HWS
GFL 238,520
GARAGE
AC UNIT
53.59
TPZ
DW 700
GFL 238.270
UNIT 10
3
GARAGE
6
DW
UNIT 8 1000
4.
GARAGE UNIT 9 500
23
GFL 237,070
236.19 FFL 236,620
800
DP 800 GFL 236,870
FFL 237,220
FFL 237,020 500 GARAGE
239.8SILL DP
235.82
M.BOX
237.10
8.4
DP
23
237.26 236.78
241.5HEAD DW DW
UNIT 7
HWS AC UNIT
HWS AC UNIT
237.72
FENCED
UNIT 6
TPZ
DP DP DW DW
FFL 238.420 800 AC UNIT HWS
2500 L RWT
800
1120
FFL 238,670 DW
1100 DW 234.79
238.24 500 DP DP 236.56
500 800
UMP
DW SPEED H
238.66
HWS
DP
NOT
TP
nl02
DP
HWS
8.6
235.21
1100
237.08 DP
UNIT 15 500 237.37 DP DW
AC UNIT HWS
AC UNIT HWS
800
450
CLAY PLUG 2500 L RWT
FFL 238,670 800 DW 236.97 AC UNIT HWS
18
UNIT 14 FLEXI JOINT DP DP DW DW
11
234.8
CLAY PLUG
DW DW CONCRETE CROSSING TO BE
FFL 238.420 FLEXI JOINT
10 REMOVED
TP
Z
DP
237.92 UNIT 12 236.70 1000
.24
800
M.BOX
234
238.74
M.BOX
50
DP
UNIT 13 kerb/channel/naturestrip
4.
DP GFL 236,470 FFL 236,620
TP reinstated, to the satisfaction of
23
235.88 Z the Responsible Authority
FFL 237,520
236.34
AC UNIT
700 500
8
DW
9
DW
HWS
.32
240.0SILL TPZ
237.04
234
APPROPRIATE
GARAGE 600
500
235.18 TPZ
AUTHORITY
800
FLEXI JOINT
GFL 238,520
237.22 DP DP FLEXI JOINT 235.11
AC UNIT
DP
400
M.BOX
M.BOX
235.84
500
DP DP PROPOSED LOCATION OF
DW
241.8HEAD 237.38 237.18 237.04 GAS METERS, WATER
450
450
800 DP
DP M.BOX
METERS & LETTERBOX FOR CONCRETE CROSSING TO BE
1100
300
TPZ11-20 REMOVED
8
236.77
200
DP TRENCH IF REQUIRED.
236.69 TPZ
23 .23
TBC ONSITE.
400
27
PIT 5 PIT 7
238.55
3
2500 L RWT 238.02 PIT 6 237.30 236.65
4
4.3
PIT 9 19
4.
23
150 DIA uPVC PIPE AT 1:100 MIN. PIT 8
TP
23
2100
150 DIA uPVC PIPE AT 1:100 MIN. 150 DIA uPVC PIPE AT 1:100 MIN. PROPOSED
9.
.31
CROSSOVER
23
234
238.81 236.39 crossover to be removed and
236.72 236.69
Z
kerb/channel/naturestrip
235.22
TP
235.88 reinstated, to the satisfaction of
500
500
M.BOX
DP
38 38
DP DP
237.42
.8 2
FOOTPATH
TPZ
238.75
600
67
DP
237.62
4.
300
FLEXI JOINT TP
23
2500 L RWT
Z
94
236.67 TP Z
8.
56
TPZ
23
GARAGE
4.
1000
1 .34
GARAGE 236.62 234.93
23
240.3SILL GFL 237,320 236.60 500 234.26IL
23 234
UNIT 16 GFL 238.920
UNIT 17 236.80 UNIT 18 UNIT 19
800 GARAGE GARAGE GARAGE
3.8
CONCRETE
HWS
TPZ
GFL 238.220 FFL 238,370 FFL 237,270 GFL 237,120 GFL 236,520
DW UNIT 20
02
242.0HEAD 238.59
Z
NATURE STRIP
9.
TP
236.47
23
2500 L RWT
700 2500 L RWT DP FLEXI JOINT
IRREGULAR PALINGS
TP
1300
.81
237.83
Z
CLAY PLUG
236
240.3SILL
800
500
800
500
AC UNIT
600
800
800
DP
235.0
1200
TP
239.0
77
WIN.
60
900
4.
238.98 237.81 236.75 TP
4.
TPZ
800 800
23
600 Z
236.2
800
23
242.0HEAD 1060
TPZ
236.4
8
DW DW DP DP DP DP
237.91
89 236.
82
DP
400
DW DW DW DW DW DW
HWS AC UNIT
236.67 236.54 237.68
700
4.
2500 L RWT
400
500
500
23
2500 L RWT 235.57
6
238.83
39
236.72
6.
BRICK WALL
237.4 237.2 237.0 235.8
4.
23
238.78
23
238.2
23
236.03
8.4
8.6
235.2
23
23
1
9.
238.0
4.5
23
TP
PITS TO COMPLY WITH AS 3500.
23
Z
LEGEND:
LIGHT BLUE HATCH DENOTES PROPOSED
100mm Ø UPVC STORM WATER DRAIN GRADE 1:100 MIN PERMEABLE PAVEMENT, REFER TO ARCHITECTURAL
TPZ TPZ
100mm Ø CHARGED PIPE CONNECTING ROOF DOWNPIPE TO RAINWATER TANK / RAINGARDEN DRAWINGS AND WSUD REPORT FOR EXACT
LOCATION AND EXTEND.
DENOTES 100mm Ø uPVC STORMWATER PIPE, GRADE 1:100 MIN.
DENOTES uPVC STORMWATER PIPE, REFER TO PLAN FOR SIZE, GRADE AND PIPE CLASS PERMEABLE DESIGN PAVEMENT IS NOT PART OF
DP DOWNPIPE THIS DOCUMENTATION. A QUALIFIED AND
INSPECTION OPENING
EXPERIENCED CONTRACTOR TO DESIGN AND
I.O.
INSTALL PERMEABLE PAVEMENT TO RELEVANT
DW DRAIN WASTE AUSTRALIAN STANDARDS AND COUNCIL
CLAY PLUG REQUIREMENTS.
FLEXI JOINT
SURFACE AND SUB SURFACE WATER NEED TO BE
DIRECTIONAL FALL OF DRAINAGE PIPE. GRADED AWAY FROM DWELLING FOOTINGS WITHIN
PERMEABLE DRIVEWAY AREA FOR MIN. 1000mm AT
DIRECTION OF SURFACE RUNOFF
1:20 FALL.
DIRECTION OF SURFACE RUNOFF, MINIMUM 1000mm FALL
AWAY FROM THE BUILDING TYPICAL U.N.O. ALL CONCRETE PITS WITHIN PERMEABLE DRIVEWAY ADDRESS 100 -104 ANDERSON ROAD, SUNBURY
CONCRETE DRIVEWAY BY OTHERS, PROVIDE CROSS FALL AREA TO HAVE PERMEABLE CONCRETE WALLS. REVISION DATE DESCRIPTION SCALE 1:100
TO CENTRAL INVERT.
P1 30.06.2023 PRELIMINARY ISSUE
25.07.2023 CONSTRUCTION ISSUE 0 1 2 3 4 5 10m
TRENCH GRATE CONNECTED TO STORMWATER C1
C2 12.10.2023 CONSTRUCTION ISSUE
JOB NO. 231221 REV: C7 DRAINAGE LAYOUT PLAN
C3 17.10.2023 CONSTRUCTION ISSUE
PROJECT: UNIT DEVELOPMENT CLIENT: WBD GROUP
C4 31.10.2023 CONSTRUCTION ISSUE
C5 28.11.2023 CONSTRUCTION ISSUE DRAWN: A.L DESIGNED: A.L ACN: 623872757
Ground floor 470 St Kilda Road Melbourne
D2
C6
C7
06.12.2023
07.12.2023
CONSTRUCTION ISSUE
CONSTRUCTION ISSUE
SCALE: 1:100
ENGPRO VIC 3004
P:(03) 9108 3917
E: info@engpro.net.au
of D4
www.engpro.net.au
1200
900
150
1050
600
900
150
150 Ø
2400
500
600
900
600
150
TRAFFICABLE SOLID PIT
600
LID AND FRAME TO SUIT
RL 236.20 APPROX.
150
11250
APPROX. 235.40
CONCRETE STRENGTH
RL 235.05 F'c = 32MPA
225 Ø
CONSTRUCTION BY
OTHERS
150 MIN.
APPROX.
IL 234.65
150 Ø
MIN GRADE 1:20 MIN GRADE 1:20
18000
NOTES: 40 50
NOTES: ALL PIT CLASS TO BE IN ACCORDANCE (INTERNAL DIMENSIONS AS 1- ENTIRE TRASH GRATE ASSEMBLY IS TO BE HOT DIPPED GALVANISED 12Ø mm HOLE
WITH AS 3996- ACCESS COVER & GRATE SHOWN ON DRAWINGS) THE USE OF PRECAST PITS IS PERMITTED. (AS/NZS 4680) AFTER MANUFACTURE.
20
2- TRASH GRATE IS TO BE FIXED TO THE BAFFLE WALL AND PIT FLOOR BY 3 mm MS PLATE
TANKS TO HAVE A 100Ø mm HIGH FLOW OUTLET
20
THE FOUR MOUNTING TABS AS SHOWN BY 10mm DIA GALVANISED
FOR PITS GREATER THAN 1000mm MASONRY ANCHORS.
CONNECTED DIRECTLY INTO THE INTERNAL
IN DEPTH ARE TO BE FITTED 3- THE TRASH GRATE ASSEMBLY SHALL FIT FLUSH AGAINST BAFFLE WALL
DRAINAGE NETWORK. WITH STEP IRONS 20mmØ M.S. LIFTING LUGS AND PIT FLOOR
STRAINER AND RAINHEAD
ROD AT 300mm CENTERS.
BAFFLE WALL
TANKS TO HAVE A LOW LEVEL OFFTAKE FOR
ONSITE USE, ie. TOILET FLUSHING AT THE BASE
150
FORM 100 DIA. HOLES IN WALLS FOR STEEL FABRIC A.S.
OF TANK, SUBJECT TO RELEVANT AUTHORITY SUBSOIL DRAIN CONNECTIONS AS 1304 SL81 PLACED
300
MAIN BARS
CONNECT OVERFLOW PIPE TO HORIZONTAL 3mm MS PLATE MOUNTING
TANK TO BE FITTED WITH A SUITABLE WATER TABS (TYPICAL) SEE DETAIL
STORMWATER SYSTEM VIA 100mm DIA
PIPE PUMP TO ENABLE TOILET FLUSHING AND OTHER JUNCTION PIT 25mm GALVANISED GRID
NTS PLAN VIEW MESH FULLY FRAMED BY
USE.
100
THE CHARGED SYSTEM DOES NOT PERMIT ANY 500 TYPICAL MOUNTING TAB DETAIL
3mm MS PLATE MOUNTING
A CLASS D CAST
20mm DIA ORIFICE OUTLET PIPE
SURFACE WATER TO BE DISCHARGING INTO. DI TABS (TYPICAL) SEE DETAIL SCALE 1:5
AS REQUIRED
BAFFLE WALL
DETENTION ALL PLUMBING/ DRAINAGE WORKS TO BE
150
500
MAX USABLE WATER LEVEL MESH FULLY FRAMED BY
25X25X3mm MS ANGLE
ALL DOWNPIPES AND FITTING ON CHARGED N12-400
AS REQUIRE
SIDE ELEVATION
GROUND LEVEL SCALE 1:10
Cut
Direction House Fill Drain
of fall Slope away
from slab
Cut
Fill
PAVEMENT (EXISTING
Drain
to suitable Typical Section of Sites with Falls up to 1in 8
OR PROPOSED) Drain to
ORIGINAL AND outfall
suitable outfall
TOP SOIL FINAL SURFACE Typical Plan
SUBGRADE LEVEL
100
FOR COMPACT IN 150mm LAYERS TO 95% MODIFIED is accessible for cleaning Drain Cut Fill
ACCORDANCE WITH A81289 5.2.1.
D IA COMPACTION IN ACCORDANCE WITH AS61289 5.2.1. (sump/pit)
OD+300 Stormwater graded to Fill
20mm NOMINAL SIZE FINE CRUSHED ROCK (600 MIN) disposal point (street/easement)
DIA+300 COMPACTED BEDDING (CLASS 3 FCR) Typical Details at Cutting Typical Section of Sites with Falls Greater than 1in 8
23
5.
TREES.
234.92
234
07 23
23 35
23
23
.78
23
2
4. .05
19.84 16.92 NOT
16.92
4.
23
4.
5.
93
4.
90
96
12
5.
76
FENCED
27
1 3
23 23
.4 .1 23
23 4
234
23
4. 4.
23
4
23
23
23
23
23
23
23
23
4
23
23
23
CONCRETE CONCRETE
23 8
3 2.
183°00'50" 53.68
4. .45
3
92 87
11
4.
4.
2
10
5.
4.
4.
4.
5.
5.
4.
2 98
4.
4.
4.
62
91
78
84
CL 233.17
05
64
.6
97
52
04
03
57
79
4
76
FOOTPATH FOOTPATH
9
INV 232.05 APPROX. LOCATION OF 150mm DIA SEWER
23
234 23 223 23 212 4. 23 23
4. 213 234 23 23 23 23 23 PIPE, APPROX. DEPTH TO INVERT 2.3m.
23
23
23
23
23
23
44.8.8
23
23
23
23 6
23
4.
23
4. 4. 4. 4. 233 3. 3. 3.
23
.93 79 99 .43
18
02 74 4 05
4.
53 14
4
4.
28 05
4
44
4.
4.
4
.
4.
4.
4.
4.
6 82 TO BE CONFIRMED ON SITE PRIOR
4.
.8
.7
.7
.3
87
82
74
62
95
63
49
6
93
23
4
3
5
23
235 CONSTRUCTION.
4.
119
4.
NATURE
.12
1:100 GRAD
49
NATURE
NATURE
NATURE
CONCRETE
STRIP
50
STRIP
STRIP
STRIP
CONCRETE
23
23
23
CROSSING CONCRETE
4.
4.
4.
23
77
CROSSING
82
67
CROSSING
4.
91
E
50
3 . CL 233.01
23
23
JP1
4.
CL 232.71
4
.6
56
34 23
INV 231.60
0
23
122
223344. 22334 n
232434 02 .5
l
4.
2.
29
3.559
234 2 234 223333.9
4
23 344..333 4..228 23 233
53
51 23 .3322
.
232 2232
23233.
233 23 23 2343..091 232 232
233
. 4 .25.28 0 23 .14 23 23 .89 23233 232 23 84
234.26IL
23
234.2 1 .93 .78 32
4. .81 4. 4. 23 3.8 7 3. 3. 233 .5 23 2.8 2. 23 2.40
4.
3 4. 3 3.5
34 05 .69 2. 7
04
9 27 3. 8
91 79 78 07
2. 9
94 61 15
IL
1
19
ANDERSON
NOTE:
SPEED
HUMP
BACKFILLED AND REINSTATE AS PER CITY OF
HUME STANDARDS & REQUIREMENTS.
MAINTAIN MIN. 450mm COVER TO TOP OF PIPE.
ROAD
NOTE
R.L.234.13
ALL EXISTING AUTHORITY SERVICES WITHIN THE ROAD
RIVET
KERB
RESERVE OF THE ASSOCIATED STREETS ARE TO BE
TBM
150mm DIA PIPE FROM INTERNAL DRAINAGE. PROVED (OFFSET, DEPTH AND SIZE) PRIOR TO ANY
IN
CONSTRUCTION OF STORMWATER DRAINAGE. REDESIGN
OR AMEND ALL INVERT LEVELS FOR THE PROPOSED
DRAINAGE SYSTEM(S). ACCORDINGLY IF ANY OF THE
.7 0 EXISTING SERVICES AFFECT THE PROPOSED OUTFALL
2 3 3 DRAIN, AMENDED DESIGN PLANS ARE TO BE SUBMITTED
JP1
TO COUNCIL'S INFRASTRUCTURE PLANNING SECTION FOR
nl01 NOTE
REVIEW AND APPROVAL.
540mm
VEHICLE JP2
NO TREE OR NATIVE VEGETATION IS TO BE
CROSSOVER SPLAY. DISTURBED OR REMOVED WITHOUT PRIOR
APPROVAL FROM
COUNCILS SUSTAINABLE ENVIRONMENT
DEPARTMENT. ANY TREES REMOVED,
VEGETATION OR OTHER
MATERIALS ARE NOT TO BE BURNT ON SITE.
232.71
233.80
233.90
233.45
233.05
EXISTING SURFACE LEVEL
233.80
232.71
PIT COVER LEVEL
233.30
231.90
232.90
DESIGN INVERT LEVEL
0.500
0.900
0.810
DEPTH TO INVERT
43.50
21.08
29.88
00.00
5.51
CHAINAGE