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35.5
35.5
Tank
Ramp
Tank Services
W i d
e m e r e R
o a d
Boundary 359 875 98° 08' 05"
HV Tower
Lot 35D.P. 3082
Lot 2D.P. 620755
Boundary 146 680 32° 23 '
5
0
"
StorageShed
Maintenance
BuildingMainOffice
Boundary 44 68515° 29
' 5
5
"
Boundary 121 280 2° 20
' 15"
Boundary 190 790 350° 52
' 05"
Boundary
30 480
343° 11' 4
5
"
Boundary
30 480
320° 12'
2
5
" Boundary30 480308° 31
'
0
0
"
Boundary 9 135
32° 23'
5
0
"
Boundary 38 525 283° 07' 5
5
"
Boundary 796 415 97° 59' 50"
H a s s a l l S t r e e t
Pugmill
Old Pugmill
BitumenCarpark
ConcreteRamp
Windmill
Pool Pump
Tank
BoundaryA46080 R165350
CH 113° 38'
3
0
"
~
Bank ofCreek
ofSouthern
(A) Pipeline
(A) Pipeline / (D) Transmission Line
(A) Pipeline / (D) Transmission Line
(A) Pipeline
(A) Pipeline
(A) Pipeline
(A)Pipeline
StockpileArea
27.50
27.5
0
27.50
28.0
0
28.0
0
28.00
28.50
27.3
0
27.30
27.3
0
27.40
27.4
0
27.40
27.60
27.6
0
27.60
27.70
27.7
0
27.70
27.80
27.8
0
27.80
27.90
27.9
0
27.9
0
28.10
28.1
0
28.20
28.2
0
28.30
28.3
0
28.40
28.4
0
28.60
StockpileArea
Legend
Existing Site
Expansion
Expansion Areas
Stockpile Areas
Stockpile Areas
Site PlanDrawing Title
Project Title
A0012019-14
(A1)
Drawing #
Scale
Project #
Notes
1:1500
N
All dimensions are in millimetres unless noted otherwise.Check all dimensions on site prior to commencement of the work shownon the drawing. Work to figured dimensions where given.Report any discrepancies or omissions to the architect for resolutionbefore proceeding with the work.All work to comply with the Australian Standards;The NationalConstruction Code of Australia & the relevant Authorities.
Issue4d Architecture & DesignL1 / 133 Blues Point Road McMahons Point
T + 61 2 9959 3452 / E [email protected]
www.4darchitecture.net
Nominated Architect Christian Farrell
Sydney NSW Australia 2060
NSWARB Registration #6308 / ARBV Registration #51463
Corner Widemere Road & Hassell Street / Wetherill Park NSW 2164
Issue4d Architecture & DesignL1 / 133 Blues Point Road McMahons Point
T + 61 2 9959 3452 / E [email protected]
www.4darchitecture.net
Nominated Architect Christian Farrell
Sydney NSW Australia 2060
NSWARB Registration #6308 / ARBV Registration #51463
Fairfield Sustainable Resource CentreA Development Application 04/08/2020
0 10 50 100
Scale (Metres)
20 200 500
Civil/DrivewayEntry-Exit Wideningaccording to civil &traffic engineeringsolutions.
1
DA100-01
PROPOSED CARPARK
SUSTAINABLE RESOURCE CENTRE,WETHERILL PARK
CIVIL ENGINEERING PLANS
LOCALITY PLANN.T.S
COVER SHEET
DRAWING INDEXSHEET No. DRAWING No. DRAWING TITLE
1 DA100-01 COVER SHEET
2 DA101-01 GENERAL NOTES AND LEGEND
3 DA102-01 CIVIL WORKS PLAN
4 DA103-01 SOIL AND WATER MANAGEMENT PLAN
5 DA103-02 SOIL AND WATER MANAGEMENT DETAILS
6
DA130-01 STORMWATER CATCHMENT PLAN
DA131-01 STORMWATER LONGITUDINAL SECTIONS
N
S
EW
Drawn:
Date:Checked:
Designed:
Datum:
L.G.A:
Scale:Sydney
9/4 Central Avenue, Thornleigh N.S.W. 2120Phone 02 9875 4500
Postal
Internet
PO BOX 22, Thornleigh N.S.W. 2120
A1
Description Date Drawn ApprovedIssue
Project:Client: Drawing Title:
ISSUED FOR DEVELOPMENT APPLICATION 12/07/18 SS LB1
PRELIMINARY ISSUE
A.H.D
FAIRFIELD CITY COUNCIL
JUNE 2018
N.T.S.
LB
SS
SS
R E G I S T E R E D S U R V E Y O R S A N DD E V E L O P M E N T C O N S U L T A N T S
S S O C I A T E SA&
FAIRFIELD CITY COUNCIL PROPOSED EXPANSION OF FAIRFIELDC/O DFP PLANNING PTY. LTD.
Issue:
Our Ref:
Drg. No.
5593Sheet No.
SUSTAINABLE RESOURCE CENTRE
2
ISSUED FOR DEVELOPMENT APPLICATION 12/11/18 SS LB2
7
8
DA122-01 SWALE-01 SECTIONS
PROPOSEDCAR PARK
SUSTAINABLERESOURCE CENTRE
Sydney
Phone Fax
Postal
Internet
2
DA101-01GENERAL NOTES AND LEGEND
FINISHED SURFACE CONTOUR
HEADWALL
NATURAL SURFACE CONTOUR
BATTER WITH SLOPES 1V: 4H UNO
STORMWATER DRAINAGE PIT AND No.
STORMWATER DRAINAGE PIPE
SCOUR PROTECTION
1.5m WIDE DRAINAGE EASEMENT
CIVIL LEGEND
27.6
56.2
A2
EXISTING / FUTURE ROAD WORKS
(A)
375Ø
CONSTRUCTION NOTES
GENERAL:1. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH COUNCILS STANDARD SPECIFICATIONS AND TO THE REQUIREMENTS OF COUNCIL'S ENGINEER.2. COUNCIL'S TREE PRESERVATION ORDER IS TO BE STRICTLY ADHERED TO AND NO TREES SHALL BE FELLED, LOPPED OR REMOVED WITHOUT PRIOR APPROVAL.3. A SUBDIVIDER OR CONTRACTOR CARRYING OUT CONSTRUCTIONAL WORKS ON A SUBDIVISION SHALL RESTRICT SUCH ACTIVITIES TO WITHIN THE HOURS OF
7.00am TO 6.00pm ON MONDAYS TO FRIDAYS INCLUSIVE AND 8.00am TO 1.00pm ON SATURDAYS. NO WORK SHALL BE UNDERTAKEN OUTSIDE THE HOURSSPECIFIED ABOVE OR ON SUNDAYS WITHOUT THE WRITTEN APPROVAL OF COUNCIL.
4. VEHICULAR ACCESS AND ALL SERVICES TO BE MAINTAINED AT ALL TIMES TO ADJOINING PROPERTIES AFFECTED BY CONSTRUCTION WORKS.5. ALL RUBBISH, BUILDINGS, SHEDS AND FENCES TO BE REMOVED AS SHOWN ON PLANS. HERITAGE ITEMS TO BE PROTECTED AND RETAINED AS REQUIRED.6. STRUCTURAL CERTIFICATION REQUIRED FOR MAJOR AND NON STANDARD STRUCTURES.7. DIMENSIONS SHOULD NOT BE SCALED FROM THE PLANS.8. EXISTING SURVEY MARKS SHOULD BE MAINTAINED AT ALL TIMES.9. SEDIMENT AND EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED PRIOR TO ANY WORKS COMMENCING AND IN KEEPING WITH LATEST EDITION OF
LANDCOM'S 'SOILS AND CONSTRUCTION - MANAGING URBAN STORMWATER' DOCUMENT.10. ERECT STREET SIGNS AND CONDUIT WARNING SIGNS WHERE SHOWN OR WHERE DIRECTED BY COUNCIL'S REPRESENTATIVE.11. FELLED TREES SHALL BE SALVAGED FOR REUSE AS WOODCHIP MULCH OR LOG FORM FOR SITE REHABILITATION, NON-SALVAGEABLE MATERIAL SUCH AS
STUMPS AND ROOTS SHALL BE DISPOSED OF OFF SITE.12. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS' NOTICE TO COUNCIL'S REPRESENTATIVE FOR ALL INSPECTIONS.13. THE CONTRACTOR SHALL UNDERTAKE TRAFFIC CONTROL MEASURES TO COUNCIL'S SATISFACTION AND SHALL DISPLAY ALL APPROPRIATE WARNING SIGNS
THROUGHOUT THE DURATION OF CONSTRUCTION.
SERVICES:1. PUBLIC UTILITY SERVICES ARE TO ADJUSTED AS NECESSARY AND AT NO COST TO COUNCIL.2. CONDUITS TO BE LAID AS DIRECTED BY THE RELEVANT AUTHORITY, CLEAR OF VEHICULAR CROSSINGS.3. SERVICES SHOWN ON THESE PLANS HAVE BEEN LOCATED FROM INFORMATION SUPPLIED BY THE RELEVANT AUTHORITIES AND FIELD INVESTIGATIONS AND
ARE NOT GUARANTEED COMPLETE OR CORRECT. A FULL SERVICES SEARCH MUST BE UNDERTAKEN PRIOR TO ANY GROUND DISTURBANCE ORCONSTRUCTION.
4. PUBLIC UTILITY STUB-MAINS TO BE INSTALLED PRIOR TO THE PREPARATION OF SUB-GRADE.5. POSITION OF CONDUITS SHALL BE MARKED ON THE KERB.
EARTHWORKS:1. EARTHWORKS TO BE CARRIED OUT TO THE SATISFACTION OF COUNCIL'S ENGINEER. UNSOUND MATERIALS ARE TO BE REMOVED FROM ROADS AND LOTS
PRIOR TO FILLING.2. PROVIDE 150mm TOPSOIL WITH TURF OR GRASS SEEDING ON ALL FOOTPATHS AND DISTURBED AREAS.3. ALL SITE FILLING SHALL BE PLACED IN LAYERS NOT EXCEEDING 300mm AND COMPACTED IN ACCORDANCE WITH COUNCIL'S SPECIFICATIONS AND BE TESTED
AT THE REQUIRED INTERVALS BY AN APPROVED N.A.T.A. LABORATORY.4. WHERE LOT FILLING OF IN EXCESS OF 300mm IS PROPOSED, LEVELS ARE TO BE TAKEN ON THE STRIPPED SURFACE PRIOR TO THE COMMENCEMENT OF
FILLING AND ON THE FINISHED SURFACE. ALL LEVELS TO BE SHOWN ON THE WORK-AS-EXECUTED PLAN.5. SUB-GRADE IN ROCK TO BE RIPPED, SCARIFIED, SPREAD AND COMPACTED TO A MINIMUM DEPTH OF 300mm BELOW THE FINISHED SUB-GRADE LEVEL.6. NO TOPSOIL TO BE REMOVED FROM THE SUBDIVISION.7. WHERE THE SLOPE OF THE NATURAL SURFACE EXCEEDS ONE IN FOUR (1:4) FILL EMBANKMENT, BENCHES ARE TO BE CUT TO PREVENT SLIPPING OF THE FILL
MATERIAL OR AS REQUIRED BY COUNCIL'S ENGINEER.8. DETAILS OF THE SOIL AND PAVEMENT TESTING ARE TO BE SUBMITTED TO COUNCIL PRIOR TO INSPECTION OF SUBGRADE.
STORMWATER:1. PRE-CAST KERB INLETS TO BE USED ON GULLY PITS. GRATES SHALL BE 'WELDLOCK' TYPE GG 78-51 OR APPROVED EQUIVALENT.2. PROVIDE AGRICULTURAL DRAINS WITH FLUSHING POINTS AND STANDARD COVERS AT MAX. 60m INTERVALS AND ELSEWHERE AS DIRECTED BY COUNCIL'S
ENGINEER. MARK FACE OF KERB ADJACENT TO COVERS "SS".3. ALL PIPELINES ARE TO BE LAID IN TRENCH CONDITIONS (TYPE B BEDDING).4. ALL LONGITUDINAL PIPELINES IN ROADS TO BE LOCATED UNDER KERB AND GUTTER TO BE BACKFILLED WITH WASHED RIVER SAND.5. ALL PITS TO BE BENCHED AND STREAMLINED. PROVIDE STEP IRONS FOR ALL PITS OVER 1.2m DEEP.6. CATCH DRAINS TO BE CONSTRUCTED AS REQUIRED BY COUNCIL'S ENGINEER.7. SUITABLE EASEMENTS TO DRAIN WATER TO BE PROVIDED OVER DRAINAGE LINES THROUGH ALLOTMENTS.8. CONSTRUCT TAIL OUT DRAINS FROM KERB AND GUTTER. WRITTEN PERMISSION TO DISCHARGE WATER NEEDS TO BE OBTAINED FROM ADJOINING PROPERTY
OWNERS AND SUBMITTED TO COUNCIL PRIOR TO COMMENCEMENT OF WORKS.9. PROVIDE INDEMNITY FOR GUTTER DISCHARGE ONTO ADJOINING PROPERTY WHERE NECESSARY.10. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORKS ON ADJOINING PROPERTIES, WRITTEN PERMISSION IS TO BE OBTAINED FROM THE RELEVANT
OWNERS AND SUBMITTED TO COUNCIL.11. ADEQUATE PROVISION TO BE MADE FOR SCOURING AND SEDIMENTATION TO ALL DRAINAGE WORKS AS DIRECTED.12. LINTEL LENGTHS SHOWN SHOWN INDICATES LENGTH OF CLEAR OPENING.13. CONDUIT TRENCHES, SUBSOIL DRAINS AND STORMWATER DRAINAGE LINES TO BE BACKFILLED WITH APPROVED WASHED RIVER SAND, FLOODED AND
VIBRATED. CONDUIT TRENCH TO BE GRADED AT MINIMUM OF ONE PERCENT (1%) GRADE TO EITHER SUBSOIL OR STORMWATER DRAINAGE LINES.14. 100 YEAR FLOW PATHS TO BE FORMED AT THE TIME OF CONSTRUCTION.
ROADWORKS:
1. SEPARATE VEHICULAR CROSSING TO BE PROVIDED WHERE SHOWN THUS:2. MAKE SMOOTH JUNCTIONS WITH EXISTING WORKS.3. GUIDE POSTS WITH ATTACHED REFLECTORS TO BE PLACED WHERE DIRECTED.4. PROVISION TO BE MADE FOR SUITABLE PROTECTION OF ROAD PAVEMENT, KERB AND GUTTER, AND FOOTPATH FORMATION.5. WHERE KERB AND GUTTER IS LAID BY THE USE OF A KERB AND GUTTER MACHINE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TAKING AND TESTING
OF CORE SAMPLES, FORWARDING TEST RESULTS TO COUNCIL AND REMOVAL OF KERB AND GUTTER, ALL AT CONTRACTOR'S EXPENSE.6. CONSTRUCTION OF DRIVEWAYS ACROSS FOOTPATHS TO BE DEFERRED UNTIL ALL SERVICES ARE LAID.7. DRIVEWAYS / LAYBACKS TO HAVE MINIMUM 1.0m CLEARANCE FROM POWER AND LIGHT POLES AND STORMWATER DRAINS, AND 6.0m CLEARANCE FROM KERB
RETURN TANGENT POINTS.8. VEHICLE CROSSINGS ARE TO BE MINIMUM 4.0m WIDE AT THE KERB AND GUTTER.
3.0m WIDE DRAINAGE EASEMENT(B)
TREES TO BE RETAINED
CARPARK SIDE KERB
Drawn:
Date:Checked:
Designed:
Datum:
L.G.A:
Scale:Sydney
9/4 Central Avenue, Thornleigh N.S.W. 2120Phone 02 9875 4500
Postal
Internet
PO BOX 22, Thornleigh N.S.W. 2120
A1
Description Date Drawn ApprovedIssue
Project:Client: Drawing Title:
ISSUED FOR DEVELOPMENT APPLICATION 12/07/18 SS LB1
PRELIMINARY ISSUE
A.H.D
FAIRFIELD CITY COUNCIL
JUNE 2018
N.T.S.
LB
SS
SS
R E G I S T E R E D S U R V E Y O R S A N DD E V E L O P M E N T C O N S U L T A N T S
S S O C I A T E SA&
FAIRFIELD CITY COUNCIL PROPOSED EXPANSION OF FAIRFIELDC/O DFP PLANNING PTY. LTD.
Issue:
Our Ref:
Drg. No.
5593Sheet No.
SUSTAINABLE RESOURCE CENTRE
2
ISSUED FOR DEVELOPMENT APPLICATION 12/11/18 SS LB2
TREES TO BE REMOVED
PEDESTRIAN ACCESS RAMP
GRASSED AREA
CONCRETE FOOTPATH
EXISTING HUMP
39.0
38.2
38.4
38.6
38.6
38.8
39.2
39.4
39.6 39
.8
36.0
37.0
37.0
38.0
38.0
39.0
40.0
36.2
36.4
36.4
36.6
36.6
36.8
36.8
37.2
37.2
37.4
37.4
37.6
37.6
37.8
37.8
38.2
38.2
38.4
38.4
38.6
38.6
38.8
38.8
39.2 39
.4
39.6
39.8
39.8
40.2
40.2
40.2
40.2
40.2
40.4
40.4
37.0
38.0
39.0 40
.040
.0
36.2
36.4
36.6
36.8
37.2 37
.4 37.6 37
.8 38.2 38
.4 38.6 38.8 39
.2 39.4
39.6
39.8
39.4
CH 0.00
CH 1
0.00
CH 1
1.00
IP 1.86
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
A4
A3A2
1:200
3
DA102-01CIVIL WORKS PLAN
20 8 20 metres4 12 16SCALE 1:200 @ A1SCALE 1:400 @ A3
W I D
E M
E R
E
R
O A
D
SEPTICTANK
STEEL MESH
FENCE
EDGE
O
F
B
ITUM
EN
EDGE OF BITUMEN
CONC
RETE
KERB
AND
GUT
TER
CONC
RETE
CONC
RETE
EDGE
OF
BITUMEN
TANK TANKCONCRETE
KERB
VERANDAH
CONCRETE PATH
BITUMENCARPARK
EDGE
OF
BITU
MEN
GRAVEL
GRAVEL
EDGE OFBITUMEN
ENTRY
EXIT
CONCRETE
CONCRETE
RAMPMETAL SHED
METAL ROOF
BOTTOM
OF
CONCRETE
BLOCK
RETAINING
WALL
CHANGE OFGRADE
CHANGE OFGRADE
CHANGEOF GRADE
LOT 1DP 515773
10.52 ha.
1
2
3
5
10
9
8
7
6
11
12
13
14
15
23
22
21
20
19
24
25
26
27
28
29
30
16
17
18
4
EXISTING
MAINTENANCE
BUILDINGEXISTING
MAIN OFFICE
BUILDING
EXISTINGSHED
EX.
TREE
LINE
EX.
BUFFER
EX.
DISHDRAIN
EX.
TOPBANK
EX.
BOTTOM
BANK
EX.TOP
BANK
3.5
3.5
3.0
10.0m
10.0m
Ø150 uPVC PIPE @0.5%
VISITOR
PARKIN
G
STAF
FPA
RKI
NG
TUR
NO
UT
WEIG
HBR
IDG
EC
ARPAR
K
5.40 m 5.800 m 5.40 m
5.40 m5.80 m
TIE INTO EXISTING ACCESS
2.50 m
31
32
33
STAF
FPA
RKI
NG
STAF
FPA
RKI
NG
STAF
FPA
RKI
NG
STAF
FPA
RKI
NG
VISITOR
PARKIN
G
DISABLED SPACE TO BEALLOCATED AS VISITORSPACE.
EXSITING SEPTIC TANK TO BEREMOVED.
STAF
FPA
RKI
NG
STAF
FPA
RKI
NG
STAF
FPA
RKI
NG
STAF
FPA
RKI
NG
STAF
FPA
RKI
NG
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
0.800 m
EXTEND CONCRETE RAMP
R8.000 m
EX.CONCRETE WALL
EX.C
ON
CR
ETE
WAL
L
EX.BLOCK WALLEX. BINBAY
EXISTING CONCRETE SLAB.
6.00m
6.00m
4.50m
CONSTRUCT 1.0 m WIDE SWALE WITH1:3 BATTER TO NATURALSURFACE.REFER TO SHEET DA-122-01FOR DETAILS.
BOLLARD
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAFFPAR
KING
STAF
FPA
RKI
NG
5.40 m 5.80 m 5.40 m
5.90 m
1.00 m
1.00 m
1.00 m
1.00 m
N
S
EW
Drawn:
Date:Checked:
Designed:
Datum:
L.G.A:
Scale:Sydney
9/4 Central Avenue, Thornleigh N.S.W. 2120Phone 02 9875 4500
Postal
Internet
PO BOX 22, Thornleigh N.S.W. 2120
A1
Description Date Drawn ApprovedIssue
Project:Client: Drawing Title:
ISSUED FOR DEVELOPMENT APPLICATION 12/07/18 SS LB1
PRELIMINARY ISSUE
A.H.D
FAIRFIELD CITY COUNCIL
JUNE 2018LB
SS
SS
R E G I S T E R E D S U R V E Y O R S A N DD E V E L O P M E N T C O N S U L T A N T S
S S O C I A T E SA&
FAIRFIELD CITY COUNCIL PROPOSED EXPANSION OF FAIRFIELDC/O DFP PLANNING PTY. LTD.
Issue:
Our Ref:
Drg. No.
5593Sheet No.
SUSTAINABLE RESOURCE CENTRE
2
ISSUED FOR DEVELOPMENT APPLICATION 12/11/18 SS LB2
EXISTING
STAIRS
EXISTING ENTRY/EXIT DRIVEWAYS TOBE WIDENED AS SHOWN.
10.13 m
NOTE: ON SITE DETENTION WILL NOT BEREQUIRED IN THE WETHERILL PARKINDUSTRIAL AREA. REFER TO CLAUSE ivOF COUNCIL DEVELOPMENT GUIDE.
DRAINAGE SLOT TO BEPROVIDED .
PRAM RAMP
KEEP THE EXISTINGHUMP TO CONDUCTROAD RUN-OFF TOADJACENT BUFFERSTRIP .
38.5
38.5
39.0
39.5
39.5
40.0
38.2
38.2
38.3
38.3
38.4
38.4
38.7
38.8
38.9
39.1
39.2
39.2
39.3
39.3
39.4
39.4
39.6 39
.7 39.8 39.9
36.0
36.0
37.0
37.0
38.0
38.0
39.0
39.0
35.8
35.8
36.2
36.2
36.4
36.4
36.6
36.6
36.8
36.8
37.2
37.2
37.4
37.4
37.6
37.6
37.8
37.8
38.2
38.2
38.4
38.4
38.6
38.6
38.8
38.8
39.2
39.2
39.4
39.4
39.6
39.8
37.0
38.0
36.4
36.6
36.8
37.2
37.4
37.6
37.8 38.2
38.4
38.6
38.8
39.6
40.0
40.0
40.040.040.2
40.2
40.2
40.2
4
DA103-01SOIL AND WATER MANAGEMENT PLAN
N
S
EW
1:200
SEDIMENT FENCE TO SD 6-8
MESH AND GRAVEL INLET FILTER TO SD 6-11
STRAW BALE FILTER TO SD 6-7
INLET SEDIMENT TRAP TO SD 6-12
TRUCK SHAKER RAMP
TREES TO BE RETAINED
TREES TO BE REMOVED
EROSION AND SEDIMENT CONTROL LEGENDACCORDING TO: LANDCOM SOILS AND CONSTRUCTION Vol 1, 4th EDITION, MARCH 2004
SF
Drawn:
Date:Checked:
Designed:
Datum:
L.G.A:
Scale:Sydney
9/4 Central Avenue, Thornleigh N.S.W. 2120Phone 02 9875 4500
Postal
Internet
PO BOX 22, Thornleigh N.S.W. 2120
A1
Description Date Drawn ApprovedIssue
Project:Client: Drawing Title:
ISSUED FOR DEVELOPMENT APPLICATION 12/07/18 SS LB1
PRELIMINARY ISSUE
A.H.D
FAIRFIELD CITY COUNCIL
JUNE 2018LB
SS
SS
R E G I S T E R E D S U R V E Y O R S A N DD E V E L O P M E N T C O N S U L T A N T S
S S O C I A T E SA&
FAIRFIELD CITY COUNCIL PROPOSED EXPANSION OF FAIRFIELDC/O DFP PLANNING PTY. LTD.
Issue:
Our Ref:
Drg. No.
5593Sheet No.
SUSTAINABLE RESOURCE CENTRE
2
ISSUED FOR DEVELOPMENT APPLICATION 12/11/18 SS LB2
SFSFSFSFSF
SFSF
SFSF
EXSITING SEPTIC TANK TO BEREMOVED.
20 8 20 metres4 12 16SCALE 1:200 @ A1SCALE 1:400 @ A3
SOIL AND WATER MANAGEMENT DETAILS
DA103-02
SEDIMENT FENCE SD 6-8
Construction Notes
2:1 slope (max.)
Flow
Earth bank
Stabilise stockpile surface
2:1 slope (max.)
Sediment fence
SD 4-1STOCKPILES
Construction Notes1. Place stockpiles more than 2 (preferably 5) metres from existing vegetation, concentrated water flow, roads and hazard areas.2. Construct on the contour as low, flat, elongated mounds.3. Where there is sufficient area, topsoil stockpiles shall be less than 2 metres in height.4. Where they are to be in place for more than 10 days, stabilise following the approved ESCP or SWMP to reduce the C-factor to less than 0.10.5. Construct earth banks (Standard Drawing 5-5) on the upslope side to divert water around stockpiles and sediment fences (Standard Drawing 6-8) 1 to 2 metres downslope.
EARTH BANK (LOW FLOW) SD 5-5
Construction Notes1. Build with gradients between 1 percent and 5 percent.2. Avoid removing trees and shrubs if possible - work around them.3. Ensure the structures are free of projections or other irregularities that could impede water flow.4. Build the drains with circular, parabolic or trapezoidal cross sections, not V shaped. 5. Ensure the banks are properly compacted to prevent failure.6. Complete permanent or temporary stabilisation within 10 days of construction.
Construction Notes
SD 6-13KERBSIDE TURF STRIPRunoff waterwith sediment
Sediment
NOTE: This practice only to be used where specified in an approved SWMP/ESCP.
OverflowTimber spacerto suit
Filtered water
Timber spacerto suit
Kerb-side inlet
Gravel-filled wire meshor geotextile 'sausage'
Gravel-filled wire meshor geotextile 'sausage'
MESH AND GRAVEL INLET FILTER SD 6-11
Construction Notes1. Install filters to kerb inlets only at sag points. 2. Fabricate a sleeve made from geotextile or wire mesh longer than the length of the inlet pit and fill it with 25 mm to 50 mm gravel.3. Form an elliptical cross-section about 150 mm high x 400 mm wide.4. Place the filter at the opening leaving at least a 100-mm space between it and the kerb inlet. Maintain the opening with spacer blocks. 5. Form a seal with the kerb to prevent sediment bypassing the filter. 6. Sandbags filled with gravel can substitute for the mesh or geotextile providing they are placed so that they firmly abut each other and sediment-laden waters cannot pass between.
STABILISED SITE ACCESS
Construction Notes
SD 6-14
MIN. 3.6m
MIN. 5m MIN. 5m
COURSE AGGREGATE 75 NOM. SIZE 150 THICKOVER GEOFABRIC
200 x 100 SLEEPERS AT200mm GAP
Construction Notes
GEOTEXTILE INLET FILTER SD 6-12
A
A
PLAN
ELEVATION
Flow
(unless stated otherwise
on SWMP/ESCP)
Straw bales tightlyabutting together
Angle first staketoward previous bale
1.2 m star picketdriven 600 mm intoground
20 metres max.
STRAW BALE FILTER SD 6-7
2:1 slope
Nylon or wirebindings
Disturbed area
SECTION AABales embedded100 mm into ground
1.5 m to 2 m
1. Construct the straw bale filter as close as possible to being parallel to the contours of the site. 2. Place bales lengthwise in a row with ends tightly abutting. Use straw to fill any gaps between bales. Straws are to be placed parallel to ground.3. Ensure that the maximum height of the filter is one bale.4. Embed each bale in the ground 75 mm to 100 mm and anchor with two 1.2 metre star pickets or stakes. Angle the first star picket or stake in each bale towards the previously laid bale. Drive them 600 mm into the ground and, if possible, flush with the top of the bales. Where star pickets are used and they protrude above the bales, ensure they are fitted with safety caps. 5. Where a straw bale filter is constructed downslope from a disturbed batter, ensure the bales are placed 1 to 2 metres downslope from the toe.6. Establish a maintenance program that ensures the integrity of the bales is retained - they could require replacement each two to four months.
Construction Notes
EARTH BASIN - WET SD 6-4(APPLIES TO 'TYPE D' AND 'TYPE F' SOILS ONLY)
Sediment storage zone
Earthembankment
Spillway
Inflow
Length
Wid
th
Length/widthratio 3:1 min. Plan View
Inflow
Sediment settling zoneSediment storage zone
600 mm min.
3
1
2
750 mm min.
1Original ground level
Crest of spillway
Water depth1 500 mm min.
Cut-off trench 600 mmmin. depth backfilled withimpermeable clay andcompacted
Cross-section
Construction Notes1. Remove all vegetation and topsoil from under the dam wall and from within the storage area.2. Construct a cut-off trench 500 mm deep and 1,200 mm wide along the centreline of the embankment extending to a point on the gully wall level with the riser crest.3. Maintain the trench free of water and recompact the materials with equipment as specified in the SWMP to 95 per cent Standard Proctor Density.4. Select fill following the SWMP that is free of roots, wood, rock, large stone or foreign material.5. Prepare the site under the embankment by ripping to at least 100 mm to help bond compacted fill to the existing substrate.6. Spread the fill in 100 mm to 150 mm layers and compact it at optimum moisture content following the SWMP.7. Construct the emergency spillway.8. Rehabilitate the structure following the SWMP.
GENERAL NOTES:1. ALL EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING
REVEGETATION AND STORAGE OF SOIL AND TOPSOIL, SHALL BEIMPLEMENTED TO THE REQUIREMENTS OF THE "ENVIRONMENT PROTECTIONAUTHORITY".AND "DEPT OF LAND AND WATER CONSERVATION". MEASURESOUTLINED IN THE SEDIMENT & EROSION CONTROL PLAN MUST BEIMPLEMENTED PRIOR TO AND MAINTAINED DURING AND AFTER THECONSTRUCTION WORKS.
2. TOPSOIL FROM ALL AREAS TO BE DISTURBED SHALL BE STOCKPILED ANDLATER RESPREAD TO AID REVEGETATION IN THOSE AREAS.
3. ALL DRAINAGE WORKS SHALL BE CONSTRUCTED AND STABILIZED AS EARLYAS POSSIBLE DURING DEVELOPMENT.
4. ALL TAIL-OUT DRAINS SHALL BE GRASSED AND TRAPEZOIDAL IN SECTION.STRAW BALES SHALL BE PLACED AS A SEDIMENT CONTROL DEVICE WHEREREQUIRED.
5. VEHICULAR TRAFFIC SHALL BE CONTROLLED DURING DEVELOPMENTCONFINING ACCESS WHERE POSSIBLE TO PROPOSED OR EXISTING ROADALIGNMENTS. AREAS TO BE LEFT UNDISTURBED SHALL BE MARKED OFF.
6. DISTURBANCE OF VEGETATION SHALL BE LIMITED TO FILL AREAS,ROADWAYS AND DRAINAGE LINES. NO LOT GRADING SHALL BE CARRIED OUTIN UNDISTURBED AREAS WITHOUT CONSULTATION WITH COUNCIL'SENGINEER.
7. ALL DISTURBED AREAS SHALL BE REVEGETATED WITHIN 14 WORKING DAYSFROM THE CONCLUSION OF LAND SHAPING.
8. MINIMISE DUST BY WATERING WHEN REQUIRED.
STOCKPILE NOTES:9. SPOIL AND TOPSOIL STOCKPILES SHALL BE LOCATED AWAY FROM DRAINAGE
LINES AND AREAS WHERE WATER MAY CONCENTRATE.
10. IF STOCKPILES ARE TO BE IN PLACE FOR LONGER THAN 14 DAYS THEN THEYSHALL BE STABILIZED BY COVERING WITH A MULCH OR WITH TEMPORARYVEGETATION.
11. FOLLOWING CONSTRUCTION, TOPSOIL SHALL BE RESPREAD TO A MINIMUMDEPTH OF 100MM ON THE BARE SOIL SURFACES AND REVEGETATE.
12. ALL STOCKPILES TO BE (MAX) 2M HIGH AND PROTECTED WITH SILT FENCE.
SPECIAL NOTES:13. LOCATION AND EXTENT OF SOIL AND WATER MANAGEMENT DEVICES IS
DIAGRAMMATIC ONLY AND THE ACTUAL REQUIREMENTS SHALL BECONFIRMED ON SITE.
14. THIS PLAN IS TO BE READ IN CONJUNCTION WITH THE GUIDELINES SET OUTIN "MANAGING URBAN STORMWATER SOILS AND CONSTRUCTION " -4THEDITION AND THE ACCOMPANYING ROAD AND DRAINAGE PLANS.
15. CONFORMITY WITH THIS PLAN SHALL IN NO WAY REDUCE THERESPONSIBILITY OF THE CONTRACTOR TO PROTECT AGAINST WATERDAMAGE DURING THE COURSE OF THE CONTRACT.
16. MANAGEMENT DEVICES SHALL BE MAINTAINED ON A REGULAR BASIS.WHERE CLEANING IS REQUIRED, THE SEDIMENT SHALL BE REMOVED TO APOINT NOMINATED BY THE ENGINEER.
17. PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS, AND AFTER THEROAD CENTERLINES HAVE BEEN PEGGED AND/OR PERMANENTLY MARKED,THE SITE MUST BE INSPECTED BY COUNCIL'S REPRESENTATIVE AND THEAPPLICANT'S REPRESENTATIVE TO IDENTIFY AND APPROPRIATELY MARK:- A)THE TREES TO BE RETAINED. B) ALL TREES TO BE LEFT UNDISTURBED ANDTO BE CORDONED OFF.
18. NO TREES SHALL BE REMOVED WITHOUT COUNCIL'S CLEARANCE.
19. MANAGEMENT DEVICES TO REMAIN UNTIL THE END OF THE MAINTENANCEPERIOD
SEDIMENT CONTROL DEVICES:20. ALL STRAW BALES SHALL BE BOUND WITH WIRE. STRAW BALES SHALL BE
PLACED END TO END IN A SINGLE ROW AND EMBEDDED INTO THE SOIL TO ADEPTH OF 100MM. EACH BALE SHALL BE SECURELY ANCHORED WITH TWOSTEEL STAKES DRIVEN 450MM INTO THE GROUND AND LOCATED ON THEBALE CENTRE LINE.
21. SILT FENCES SHALL BE CONSTRUCTED BY STRETCHING A FILTER FABRIC(PROPEX OR SIMILAR) BETWEEN POSTS AT 2M (3M MAX) CENTRES. FABRICSHALL BE BURIED 150MM ALONG ITS LOWER EDGE.
ADDITIONAL NOTES:22. MINIMUM 300mm WIDE STRIP OF TURF IS REQUIRED BEHIND KERB
23. TURF AROUND ALL SURFACE INLET PITS AT 1m WIDE
5
Drawn:
Date:Checked:
Designed:
Datum:
L.G.A:
Scale:Sydney
9/4 Central Avenue, Thornleigh N.S.W. 2120Phone 02 9875 4500
Postal
Internet
PO BOX 22, Thornleigh N.S.W. 2120
A1
Description Date Drawn ApprovedIssue
Project:Client: Drawing Title:
ISSUED FOR DEVELOPMENT APPLICATION 12/07/18 SS LB1
PRELIMINARY ISSUE
A.H.D
FAIRFIELD CITY COUNCIL
JUNE 2018
N.T.S.
LB
SS
SS
R E G I S T E R E D S U R V E Y O R S A N DD E V E L O P M E N T C O N S U L T A N T S
S S O C I A T E SA&
FAIRFIELD CITY COUNCIL PROPOSED EXPANSION OF FAIRFIELDC/O DFP PLANNING PTY. LTD.
Issue:
Our Ref:
Drg. No.
5593Sheet No.
SUSTAINABLE RESOURCE CENTRE
2
ISSUED FOR DEVELOPMENT APPLICATION 12/11/18 SS LB2
RL36.9m
Ch 1.86 m
-1.8
5
-0.5
0
0.00
0.50
2.12
OFFSET
38.1
48
38.1
80
38.1
92
38.2
04
38.2
38
EXISTING SURFACE
38.1
48
37.6
98
37.6
98
37.6
98
38.2
38
DESIGN SURFACE
1 in 3.00.0% 0.0%
1 in 3.0
RL36.9m
Ch 5.00 m
-1.3
8
-0.5
0
0.00
0.50
1.70
37.9
71
38.0
14
38.0
38
38.0
63
38.0
77
37.9
71
37.6
76
37.6
76
37.6
76
38.0
77
1 in 3.0 0.0% 0.0%1 in 3.0
RL36.9m
Ch 10.00 m
-0.8
8-0
.50
0.00
0.50
0.77
37.7
7837
.762
37.7
42
37.7
4337
.741
37.7
7837
.651
37.6
51
37.6
5137
.741
0.0% 0.0%
0.000
1.876
5.000
10.00
0
11.00
0
CHAINAGE
38.31
238
.312
38.19
1
38.03
8
37.74
2
37.67
937
.679
SURFACEEXISTING
38.30
9
37.69
2
37.67
6
37.65
1
37.64
6
SURFACEDESIGN
R.L. 31.600
I.P. 3
8.309
-32.88%
I.P. 3
7.692
-0.50%
LONGITUDINAL SECTION - Swale
PVC
300 I
nv 37
.692
6
DA122-01
SWALE-01 CROSS SECTIONSSCALES: HORIZONTAL 1:50 VERTICAL 1:50
10 4 10 metres2 6 8SCALE 1:100 @ A1SCALE 1:200 @ A3
0.50 2 5 metres1 3 4SCALE 1:50 @ A1SCALE 1:100 @ A3
SWALE-01 SECTIONS
SWALE-01 LONGITUDINAL SECTIONSCALES: HORIZONTAL 1:100 VERTICAL 1:100
Drawn:
Date:Checked:
Designed:
Datum:
L.G.A:
Scale:Sydney
9/4 Central Avenue, Thornleigh N.S.W. 2120Phone 02 9875 4500
Postal
Internet
PO BOX 22, Thornleigh N.S.W. 2120
A1
Description Date Drawn ApprovedIssue
Project:Client: Drawing Title:
ISSUED FOR DEVELOPMENT APPLICATION 12/07/18 SS LB1
PRELIMINARY ISSUE
A.H.D
FAIRFIELD CITY COUNCIL
JUNE 2018
AS SHOWN
LB
SS
SS
R E G I S T E R E D S U R V E Y O R S A N DD E V E L O P M E N T C O N S U L T A N T S
S S O C I A T E SA&
FAIRFIELD CITY COUNCIL PROPOSED EXPANSION OF FAIRFIELDC/O DFP PLANNING PTY. LTD.
Issue:
Our Ref:
Drg. No.
5593Sheet No.
SUSTAINABLE RESOURCE CENTRE
2
ISSUED FOR DEVELOPMENT APPLICATION 12/11/18 SS LB2
WATER QUALITY PERFORMANCE
POLLUTANT MINIMUM REDUCTIONTARGET REDUCTION ACHIEVED ADDITIONAL COMMENTS
GROSS POLLUTANTS 90% 93.00%
MUSIC MODELLING SOFTWAREWAS UTILISED FOR THE
ANALYSIS.
TOTAL SUSPENDED SOLIDS 85% 86.20%
TOTAL PHOSPHOROUS 65% 67.30%
TOTAL NITROGEN 45% 46.20%
MUSIC MODEL SCREEN SHOT & POLLUTANT REDUCTION RESULTSSCALES: NTS
39.0
39.0
40.0
38.2
38.4
38.638.8
38.8
39.2
39.2 39
.4
39.4
39.6
39.6 39
.8
38.0
39.0
40.040
.0
40.0
38.2
38.438.6
38.8
39.2
39.4
39.6
39.8
39.8
39.8
39.0
40.0
38.2
38.4
38.6
38.8 39.2 39.2 39.2
39.4
39.6
39.8
40.2
40.2
1:100
7
DA130-01STORMWATER CATCHMENT PLAN
10 4 10 metres2 6 8SCALE 1:100 @ A1SCALE 1:200 @ A3
A30.037ha
A40.081ha
A20.048ha
A1
A2
A3
A4
Drawn:
Date:Checked:
Designed:
Datum:
L.G.A:
Scale:Sydney
9/4 Central Avenue, Thornleigh N.S.W. 2120Phone 02 9875 4500
Postal
Internet
PO BOX 22, Thornleigh N.S.W. 2120
A1
Description Date Drawn ApprovedIssue
Project:Client: Drawing Title:
ISSUED FOR DEVELOPMENT APPLICATION 12/07/18 SS LB1
PRELIMINARY ISSUE
A.H.D
FAIRFIELD CITY COUNCIL
JUNE 2018LB
SS
SS
R E G I S T E R E D S U R V E Y O R S A N DD E V E L O P M E N T C O N S U L T A N T S
S S O C I A T E SA&
FAIRFIELD CITY COUNCIL PROPOSED EXPANSION OF FAIRFIELDC/O DFP PLANNING PTY. LTD.
Issue:
Our Ref:
Drg. No.
5593Sheet No.
SUSTAINABLE RESOURCE CENTRE
2
ISSUED FOR DEVELOPMENT APPLICATION 12/11/18 SS LB2
A30.010ha
N
S
EW
8
DA131-01STORMWATER LONGITUDINAL SECTION
20 8 20 metres4 12 16SCALE 1:200 @ A1SCALE 1:400 @ A3
10 4 10 metres2 6 8SCALE 1:100 @ A1SCALE 1:200 @ A3
(5YR ARI)
Drawn:
Date:Checked:
Designed:
Datum:
L.G.A:
Scale:Sydney
9/4 Central Avenue, Thornleigh N.S.W. 2120Phone 02 9875 4500
Postal
Internet
PO BOX 22, Thornleigh N.S.W. 2120
A1
Description Date Drawn ApprovedIssue
Project:Client: Drawing Title:
ISSUED FOR DEVELOPMENT APPLICATION 12/07/18 SS LB1
PRELIMINARY ISSUE
A.H.D
FAIRFIELD CITY COUNCIL
JUNE 2018
AS SHOWN
LB
SS
SS
R E G I S T E R E D S U R V E Y O R S A N DD E V E L O P M E N T C O N S U L T A N T S
S S O C I A T E SA&
FAIRFIELD CITY COUNCIL PROPOSED EXPANSION OF FAIRFIELDC/O DFP PLANNING PTY. LTD.
Issue:
Our Ref:
Drg. No.
5593Sheet No.
SUSTAINABLE RESOURCE CENTRE
2
ISSUED FOR DEVELOPMENT APPLICATION 12/11/18 SS LB2
0.000
16.78
7
16.787
39.46
9
39.32
0
39.47
4
39.19
5
38.75
2
38.48
1
0.722
0.714
39.17
0
38.76
8
PVC225
1.6%
8228
A.4 A.3
600X
600 G
RATE
D PI
T
600X
600 G
RATE
D PI
T
LINE A - LONGITUDINAL SECTIONSCALES: HORIZONTAL 1:200 VERTICAL 1:100
CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
DEPTH TO INVERT
HGL
DATUM RL 30.1
PIPE CLASSPIPE DIAMETER
SLOPE
CAPACITY (L/s)FLOW RATE (L/s)
29.23
8
12.450
38.75
038
.511
37.75
90.7
52
38.70
6
38.09
0
PVC225
5.8%
15640
A.2
600X
600 G
RATE
D PI
T
35.89
46.657
38.19
238
.192
37.69
20.4
99
38.05
9
37.99
2
PVC300
1.0%
14055
A.1
600X
600 G
RATE
D PI
T
