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15193-Noosaville_DA_26_11_15
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26/11/2015 3:48:56 PM
PROPOSED SERVICE STATION
for SYNERGY PROPERTY PARTNERS RPD
LOT 30 on SP 170751
EUMUNDI ROAD, NOOSAVILLE, QLD TOTAL SITE AREA: 5018m²
DEVELOPMENT APPLICATION
A 16.09.15 BHL D.A. APPROVAL
revision date by description checked
Figured dimensions to be taken in preference to scale readings
DRAWING SCHEDULE PROJECT MANAGERS
|
DESIGNERS |
PLANNERS |
ENGINEERS |
DRG. No. Rev. DRAWING TITLE DRG. No. Rev. DRAWING TITLE Head office - 17 Dover Street
Albion QLD 4010 Australia
Email: [email protected]
D00 A COVER SHEET D08 A PRE-DEVELOPMENT CATCHMENT PLAN Ph. 61 7 3854 2900
Fax. 61 7 3854 2999
D01 A SITE LOCALITY PLAN D09 A POST-DEVELOPMENT CATCHMENT PLAN Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
This document may not be copied, reproduced, retained or disclosed to any unauthorised
D02 B PROPOSED SITE LAYOUT D10 B SITE GRADING & STORMWATER DRAINAGE person, either wholly or in part, without prior consent in writing from Tam Faragher &
Associates.
ACN 054 486 743
D03 A PROPOSED BUILDING FLOOR PLAN D11 A HRV TURNING PATH project
D04 A SITE & BUILDING ELEVATIONS D12 A TANKER TURNING PATH PROPOSED SERVICE STATION for SYNERGY
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
D05 A PERSPECTIVES D13 A SITE QUEUING PLAN WALTER HAY DRIVE) NOOSAVILLE, QLD
D06 B LANDSCAPING CONCEPT PLAN D14 A POTENTIAL ADJOINING LOT LAYOUT title
D07 A EROSION & SEDIMENT CONTROL PLAN D15 A SITE SECTIONS COVER SHEET
D16 A BULK EARTHWORKS
drawn approved date created scale
BHL ROB SEP 2015
status drawing no. rev.
D.A. ISSUE 15193 D00 A
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Full text of sections 2 to 9 (of 20)
Section 2
22/09/2015 8:03:14 AM
RPD
LOT 30 on SP 170751
TOTAL SITE AREA: 5018m²
OAD
SAR
O O
NB
NDI
UMU
E
SUBJECT SITE VIEW A
(APPROX) A
WA
LT
ER
HA
YD
RIV
E
N
LOCALITY PLAN A
revision
16.09.15 BHL D.A. APPROVAL
date by description checked
Figured dimensions to be taken in preference to scale readings
NTS PROJECT MANAGERS
|
DESIGNERS |
PLANNERS |
ENGINEERS |
Head office - 17 Dover Street
Albion QLD 4010 Australia
Email: [email protected]
Ph. 61 7 3854 2900
Fax. 61 7 3854 2999
Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
This document may not be copied, reproduced, retained or disclosed to any unauthorised
person, either wholly or in part, without prior consent in writing from Tam Faragher &
VIEW B project
Associates.
ACN 054 486 743
PROPOSED SERVICE STATION for SYNERGY
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
WALTER HAY DRIVE) NOOSAVILLE, QLD
title
SITE LOCALITY PLAN
drawn approved date created scale
BHL ROB SEP 2015 As indicated
status drawing no. rev.
D.A. ISSUE 15193 D01 A
Section 3
26/11/2015 3:31:17 PM
PARKING SCHEDULE LEASE SCHEDULE
DISABLED (5.4m x 2.4m) 1 PETROL SITE 2444m² N
-with 5.4m x 2.4m shared bay between VACANT LAND 2574m²
STANDARD (5.4m x 2.6m) 9 (ACCESS EASEMENT 467m²) 4 0 5 10 15 20m
MOTORCYCLE (3.0m x 1.5m) 2
TOTAL 5018m²
Metres
PETROL SITE COVERAGE
LANDSCAPING 739m² 30.2% D04 RPD
BUILDING 254m² 10.4%
CANOPY 319m² 13.1% LOT 30 on SP 170751
7000
PAVEMENT 1132m² 46.3% 1 LAND TOTAL SITE AREA: 5018m²
SCAP
TOTAL LEASE AREA 2444m² 100% ING
WALTE
10000
BACK
ILDIN G SET TER
BU A
ROM W
ENT R 32951 10m F IVE AS
BUILDING AREAS EASEM HAY DR
BY
IRED
R HAY
SERVICE STATION 194.7m² REQU IL
C
REFUSE & SERVICES YARD 56.2m² COUN
TOTAL 253.6m²
ING
DRIVE
LOAD
10
FUEL STORAGE D04
2
UNLEADED 91 60,000L 6
UNLEADED 95 30,000L VACANT LAND 5
7500
UNLEADED 98 30,000L
DIESEL 60,000L 3750
TOTAL FUEL STORAGE 180,000L 3500 1
REMOTE FUEL M1 M2
FILL POINTS 9200
AIR & WATER
7200
** FUEL TYPES ARE INDICATIVE ONLY & UNDERGROUND STORMWATER 3500
1000
MAY BE SUBJECT TO CHANGE DURING DETENTION TANK WITH 4
DETAIL DESIGN STAGE. TOTAL FUEL FILTRATION SYSTEM TO COMPLY D04
STORAGE WILL NOT EXCEED 500,000L WITH DIVISION 20 WATER
SENSITIVE DESIGN
0
CODE(INDICATIVE ONLY)
1541
THE SITE WILL BE PROVISIONED WITH
S
ALL NECESSARY UNDERGROUND PIPE
TANK
30
WORK FOR VR2 00
AGE
10
13
3500
STOR
5
GENERAL NOTES
UEL
ACCESS
3500
U/G F
EASEMENT FUEL VENTS
CARPARKING AND ROAD AISLES TO BE IN
ACCORDANCE WITH AS2890.1 & AS2890.6. 8500 B 25.11.15 BHL D.A. RFI AMENDMENTS
CARPARKING AREAS TO BE MIN. 5.4m(L) x 2.6m(W)
8500 A 16.09.15 BHL D.A. APPROVAL
FOR STANDARD PARKS & MIN. 5.4m(L) x 2.4m(W) revision date by description checked
8400
FOR DISABLED PARKS.
DIRECTIONAL SIGN LANDSCAPING Figured dimensions to be taken in preference to scale readings
PROJECT MANAGERS
|
DESIGNERS |
ENTRY EXIT PLANNERS |
ENGINEERS |
PED. REFUGE DIRECTIONAL PRIME SIGN Head office - 17 Dover Street
PP Albion QLD 4010 Australia
SIGN Email: [email protected]
PP Ph. 61 7 3854 2900
COLOURS & SELECTED BUILDING Fax. 61 7 3854 2999
MATERIALS SHOWN ARE INDICATIVE & MAY 3 Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
BE SUBJECT TO VARIATIONS DURING C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
FINAL DETAIL DOCUMENTATION This document may not be copied, reproduced, retained or disclosed to any unauthorised
EUMUNDI NOOSA ROAD D04
project
person, either wholly or in part, without prior consent in writing from Tam Faragher &
Associates.
ACN 054 486 743
PROPOSED SERVICE STATION for SYNERGY
ALL SIGNAGE SHOWN FOR INDICATIVE
PURPOSES ONLY AND SUBJECT TO THE PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
APPROVAL OF A SEPARATE OPERATIONAL WALTER HAY DRIVE) NOOSAVILLE, QLD
WORKS PERMIT (WHERE REQUIRED)
title
PROPOSED SITE LAYOUT
drawn approved date created scale
BHL ROB SEP 2015 1 : 400
status drawing no. rev.
D.A. ISSUE 15193 D02 B
Section 4
22/09/2015 8:03:17 AM
N
1 0 1 2 3 4 5m
A/C U Metres
NIT
A/C U
NIT
RPD
LOT 30 on SP 170751
TOTAL SITE AREA: 5018m²
BOH
SERV
ICE Y
ARD
COO
LROO
M
FREE
ZER
AME
NITIE
S
NTER
COU
REFU
SE A
REA
OFFIC
E
RETA
IL AR
EA
ICE B
OX
CANO
FIRE PY LIN
LOAD WOO K OV
ING D ER
WALK
GAS WAY ENTR
CAGE Y
AWN
ING O
VER
A 16.09.15 BHL D.A. APPROVAL
revision date by description checked
Figured dimensions to be taken in preference to scale readings
TGSI PROJECT MANAGERS
|
DESIGNERS |
PLANNERS |
ENGINEERS |
Head office - 17 Dover Street
Albion QLD 4010 Australia
Email: [email protected]
Ph. 61 7 3854 2900
Fax. 61 7 3854 2999
Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
This document may not be copied, reproduced, retained or disclosed to any unauthorised
person, either wholly or in part, without prior consent in writing from Tam Faragher &
Associates.
ACN 054 486 743
project
PROPOSED SERVICE STATION for SYNERGY
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
WALTER HAY DRIVE) NOOSAVILLE, QLD
title
PROPOSED BUILDING FLOOR PLAN
drawn approved date created scale
BHL ROB AUG 2015 1 : 100
status drawing no. rev.
D.A. ISSUE 15193 D03 A
Section 5
22/09/2015 8:03:21 AM
CANOPY LINK TO BUILDING TO CAR CANOPY PRIME SIGN
PROVIDE ALL WEATHER PROTECTION 3 0 5 10 15m
Metres
CANOPY
4600
GROUND RPD
0 LOT 30 on SP 170751
CONCRETE TILT PANEL ROOFED & SCREENED
WALLS TO BE PAINTED BIN & SERVICE YARD TOTAL SITE AREA: 5018m²
1 SOUTH ELEVATION
D02 1 : 300
ROOFED & SCREENED CANOPY LINK TO BUILDING TO CAR CANOPY FUEL VENTS PRIME SIGN
BIN & SERVICE YARD PROVIDE ALL WEATHER PROTECTION
CANOPY
4600
COLOURS & SELECTED BUILDING
GROUND MATERIALS SHOWN ARE INDICATIVE & MAY
0 BE SUBJECT TO VARIATIONS DURING
FINAL DETAIL DOCUMENTATION
FUEL DISPENSER
2 EAST ELEVATION
D02 1 : 300
ALL SIGNAGE SHOWN FOR INDICATIVE
PURPOSES ONLY AND SUBJECT TO THE
APPROVAL OF A SEPARATE OPERATIONAL
WORKS PERMIT (WHERE REQUIRED)
PRIME SIGN CONCRETE TILT PANEL CAR CANOPY
WALLS TO BE PAINTED
CANOPY
4600
GROUND
0
ROOFED & SCREENED FUEL VENTS FUEL DISPENSER
BIN & SERVICE YARD
3 NORTH ELEVATION A
revision
16.09.15 BHL D.A. APPROVAL
date by description checked
D02 1 : 300 Figured dimensions to be taken in preference to scale readings
PROJECT MANAGERS
|
DESIGNERS |
PLANNERS |
ENGINEERS |
Head office - 17 Dover Street
Albion QLD 4010 Australia
Email: [email protected]
Ph. 61 7 3854 2900
PRIME SIGN FUEL VENTS CAR CANOPY CANOPY LINK TO BUILDING TO CONCRETE TILT PANEL Fax. 61 7 3854 2999
PROVIDE ALL WEATHER PROTECTION WALLS TO BE PAINTED Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
This document may not be copied, reproduced, retained or disclosed to any unauthorised
person, either wholly or in part, without prior consent in writing from Tam Faragher &
Associates.
CANOPY ACN 054 486 743
4600 project
PROPOSED SERVICE STATION for SYNERGY
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
GROUND WALTER HAY DRIVE) NOOSAVILLE, QLD
0
title
FUEL DISPENSER SITE & BUILDING ELEVATIONS
4 WEST ELEVATION
D02 1 : 300 drawn approved date created scale
BHL ROB SEP 2015 1 : 300
status drawing no. rev.
D.A. ISSUE 15193 D04 A
Section 6
22/09/2015 8:03:24 AM
RPD
LOT 30 on SP 170751
TOTAL SITE AREA: 5018m²
COLOURS & SELECTED BUILDING
MATERIALS SHOWN ARE INDICATIVE & MAY
BE SUBJECT TO VARIATIONS DURING
FINAL DETAIL DOCUMENTATION
ALL SIGNAGE SHOWN FOR INDICATIVE
PURPOSES ONLY AND SUBJECT TO THE
APPROVAL OF A SEPARATE OPERATIONAL
WORKS PERMIT (WHERE REQUIRED)
A 16.09.15 BHL D.A. APPROVAL
revision date by description checked
Figured dimensions to be taken in preference to scale readings
PROJECT MANAGERS
|
DESIGNERS |
PLANNERS |
ENGINEERS |
Head office - 17 Dover Street
Albion QLD 4010 Australia
Email: [email protected]
Ph. 61 7 3854 2900
Fax. 61 7 3854 2999
Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
This document may not be copied, reproduced, retained or disclosed to any unauthorised
person, either wholly or in part, without prior consent in writing from Tam Faragher &
Associates.
ACN 054 486 743
project
PROPOSED SERVICE STATION for SYNERGY
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
WALTER HAY DRIVE) NOOSAVILLE, QLD
title
PERSPECTIVES
drawn approved date created scale
BHL ROB SEP 2015
status drawing no. rev.
D.A. ISSUE 15193 D05 A
Section 7
25/11/2015 10:24:00 AM
N
NOTES
4 0 5 10 15 20m
- THE SITE CONTAINS NO SIGNIFICANT EXISTING
VEGETATION. Metres
- AREAS AROUND ENTRANCES, EXITS & PEDESTRIAN
CROSSING POINTS TO CONSIST OF LOW SHRUBS &
GROUND COVERS TO ENABLE GOOD VISIBILITY FOR
SAFE MOVEMENT OF VEHICLES & PEDESTRIANS. RPD
LOT 30 on SP 170751
- LANDSCAPE PLANTINGS TO BE VERIFIED WHEN
DETAILED DESIGN LOCATES PROPOSED TOTAL SITE AREA: 5018m²
WALTE
UNDERGROUND SERVICE LINES, WITH AN EMPHASIS
ON DROUGHT HARDY SPECIES.
- ALL PAVEMENT AREAS TO HAVE 150mm CONTINUOUS
CONCRETE BARRIER TO LANDSCAPE AREAS.
R HAY
- THIS DRAWING IS INTENDED AS A LANDSCAPE
CONCEPT DRAWING ONLY. AT THE OPERATIONAL
WORKS STAGE, A FULLY DETAILED LANDSCAPE PLAN
WILL BE SUBMITTED, ALONG WITH ALL RELEVANT
DRIVE
DETAILS & PLANT SPECIES.
- LOCAL NATIVE SPECIES WILL BE SELECTED WHERE
APPROPRIATE.
FOOTPATH TO BE LOCATED
TO ALLOW RETENTION OF
NOMINATED TREES
LEGEND
SHADE & FEATURE TREES
THROUGHOUT SITE
MULCHED GARDEN BEDS WITH MASS
PLANTINGS OF LOW LEVEL SHRUBS &
GROUND COVERS TO ENABLE GOOD
VISIBILITY FOR TRAFFIC SAFETY
TREES TO BE DEMOLISHED
TREES TO BE RETAINED
TREES TO BE RETAINED
B 25.11.15 BHL D.A. RFI AMENDMENTS
IF POSSIBLE
A 16.09.15 BHL D.A. APPROVAL
revision date by description checked
Figured dimensions to be taken in preference to scale readings
PROJECT MANAGERS
|
DESIGNERS |
PLANNERS |
ENGINEERS |
Head office - 17 Dover Street
Albion QLD 4010 Australia
Email: [email protected]
Ph. 61 7 3854 2900
Fax. 61 7 3854 2999
TREE TO BE TRIMMED Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
EUMUNDI NOOSA ROAD TO ALLOW ACCESS This document may not be copied, reproduced, retained or disclosed to any unauthorised
person, either wholly or in part, without prior consent in writing from Tam Faragher &
Associates.
ACN 054 486 743
project
PROPOSED SERVICE STATION for SYNERGY
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
WALTER HAY DRIVE) NOOSAVILLE, QLD
title
LANDSCAPING CONCEPT PLAN
drawn approved date created scale
BHL ROB SEP 2015 1 : 400
status drawing no. rev.
D.A. ISSUE 15193 D06 B
Section 8
22/09/2015 8:03:29 AM
SEDIMENT AND EROSION CONTROL NOTES: STOCKPILES N
WALT
GENERAL 1. STOCKPILES ARE NOT TO BE STORED ON THE FOOTPATH OR THE ROAD RESERVE, UNLESS APPROVED
BY COUNCIL.
2. WHERE NECESSARY STOCKPILE LOSSES CAN BE MINIMISED WITH THE USE OF COVERS.
ER HA
1. ALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN
ACCORDANCE WITH LOCAL COUNCIL'S GUIDE LINES. 3. ALL STOCKPILES AND BUILDING MATERIAL SHALL BE LOCATED WITHIN THE SEDIMENT CONTROL ZONE.
TO MINIMISE EROSION AND THE LOSS OF SAND AND SOIL, STOCKPILES SHALL NOT BE LOCATED WITHIN
4. AN OVERLAND FLOW PATH. IF IT IS IMPRACTICAL TO AVOID STORMWATER RUNOFF BEING DIRECTED TO
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION
Y
A STOCKPILE, THEN A PERIMETER BANK SHALL BE CONSTRUCTED UP SLOPE OF THE STOCKPILE TO
DRIVE
1. AVOID STRIPPING & EXCAVATING UNTIL READY TO BUILD. DIRECT RUNOFF IN A CONTROLLED MANNER AROUND THE STOCKPILE. RPD
SITE ENTRY
REFER FIGURE 2 2. INSTALL SEDIMENT FENCES. LOT 30 on SP 170751
SITE EXIT BULK EARTHWORKS SEDIMENT BARRIERS TOTAL SITE AREA: 5018m²
REFER FIGURE 2 1. AVOID STRIPPING & EXCAVATING UNTIL READY TO BUILD. 1. SEDIMENT FENCE
2. CONSTRUCTION OF AN ENTRY/EXIT POINT TO THE SITE SHALL BE MANAGED SO THAT INSTALL SEDIMENT FENCE(S) ALONG THE LOW SIDE OF THE SITE, AND IDEALLY ALONG A LINE OF
SEDIMENT IS NOT TRACKED OFF THE SITE. CONSTANT LAND LEVEL TO PREVENT THE CONCENTRATION OF STORMWATER RUNOFF.
3. TOPSOIL SHALL BE STOCKPILED ON SITE FOR LATER USE. IN AREAS WHERE IT IS EITHER UNDESIRABLE OR IMPRACTICAL TO BURY THE LOWER EDGE OF THE
4. WHERE PRACTICABLE MAINTAIN KERB VEGETATION IN A HEALTHY STATE DURING THE SEDIMENT FENCE, THE LOWER 200mm (MIN) PORTION OF THE FABRIC SHALL BE PLACED ON THE
CONSTRUCTION PROCESS. GROUND UP SLOPE OF THE FENCE AND BURIED UNDER A 100mm (MIN) LAYER OF AGGREGATE.
5. WHEN UP SLOPE WATER IS DIVERTED AROUND A WORK SITE IT SHALL BE DISCHARGED SEDIMENT FENCES ON BUILDING SITES CAN BE STAPLED TO APPROXIMATELY 40mm SQUARE
AS SHEET FLOW THROUGH AN UNDISTURBED AREA BESIDE THE WORKS. HARDWOOD POSTS OR WIRE TIED TO STEEL POSTS.
SERVICES TRENCHES 2. FIELD INLET GULLIES
EUMUNDI NOOSA ROAD SEDIMENT CONTROLS FOR STORMWATER INLETS LOCATED WITHIN THE PROPERTY BOUNDARIES MAY
1. TO AVOID UNNECESSARY SOIL EROSION, SERVICE TRENCHES SHALL BE BACK CONSIST OF GEOTEXTILE FABRIC PLACED EITHER DIRECTLY OVER THE GRATED INLET OR AROUND
FILLED, CAPPED AND COMPACTED TO A LEVEL AT LEAST 75-100mm ABOVE THE THE INLET SUPPORT BY A TIMBER FRAME. FIELD INLET PROTECTION IS NECESSARY WHERE INLETS
ADJOINING GROUND LEVEL. DRAIN AREAS OF BARE AND UNPROTECTED SOIL. DURING STORMS, PONDING SHALL BE ALLOWED TO
OCCUR AROUND THE STORMWATER INLET TO ASSIST IN THE SETTLING OUT OF SEDIMENTS.
BUILDING OPERATIONS
SITE PLAN 1. ERODABLE MATERIAL MISTAKENLY PLACED WITHIN THE ROAD RESERVE (INCLUDING
ACCIDENTAL SPILLAGE AND TRACKING OF SUCH MATERIALS ONTO THE ROAD) THAT
3. PAVEMENT INLET GULLY
A ROADSIDE INLET BARRIER IS TO BE INSTALLED, SO THAT IT SHALL NOT BE ALLOWED TO FULLY BLOCK
NTS THE INLET STRUCTURE.
CANNOT BE PREVENTED THROUGH REASONABLE MEANS, MUST BE: ON A HILLSIDE, SEDIMENT BARRIERS MAY CONSIST OF A TEMPORARY DAM CONSTRUCTED FROM SAND
(a) REMOVED IMMEDIATELY IF RAINFALL IS IMMINENT OR OCCURRING. AND GRAVEL BAGS AT LEAST 4 METRES UP SLOPE FROM THE GULLY INLET.
(b) REMOVED PRIOR TO THE END OF THE DAY'S WORK IF RAINFALL IS NOT EXPECTED.
2. MATERIALS SHALL BE SWEPT FROM THE ROAD, NOT WASHED DOWN THE GUTTER.
3. ALL SOLID WASTE SHALL BE STORED ON SITE IN SUCH A MANNER THAT IT IS
PREVENTED FROM LEAVING THE SITE EITHER BY THE ACTION OF WIND OR WATER. MAINTENANCE
4. SMALLER MATERIALS, SUCH AS LITTER, SHALL BE CONTAINED IN COVERED BINS OR
NOTES: 1. SEDIMENT FENCES SHALL BE REPLACED IF THE FABRIC IS RIPPED OR OTHERWISE DAMAGED. THE
LITTER TRAPS FORMED ON THREE SIDES BY A GEOTEXTILE WIND BREAK.
1. BUNDING TO BE POSITIONED AS REQUIRED TO SUIT WORKING & COUNCIL MAINTENANCE OF THE SEDIMENT FENCES INCLUDES THE REMOVAL OF SEDIMENT DEPOSITED UP
5. CONCRETE WASTE WASHED FROM TRUCKS AND MIXERS UNITS SHALL BE
REQUIREMENTS SO AS NOT TO CAUSE NUISANCE & POLLUTION TO COUNCIL SLOPE OF THE FENCE AND RETRENCHING THE FABRIC WHEN THE FENCE IS 25% FULL.
CONTAINED ON SITE AND SHALL NOT BE PLACED IN A POSITION WHERE IT COULD
FOOTWAYS & ASSOCIATED AREAS. 2. FOLLOWING STORM EVENTS, THE ROAD RESERVE AND ALL SEDIMENT BARRIERS SHALL BE
REASONABLY BE EXPECTED TO WASH FROM THE SITE AND HARM THE
2. SECURE & CLEAN ALL WORK AREAS AT COMPLETION OF EACH DAY. ENVIRONMENT. INSPECTED AND ANY EXCESSIVE SEDIMENT RESIDUE SHALL BE APPROPRIATELY REMOVED.
3. SITE ACCESS POINTS ARE TO BE CONTROLLED BY THE BUILDER WHO IS TO ENSURE
TEMPORARY REMOVAL & REPLACEMENT OF SILTATION CONTROL METHODS AREA
SUFFICIENT TO ENSURE COMPLIANCE WITH THESE CONTROLS. SITE REHABILITATION
4. SILT FENCE SHALL NOT BE REMOVED UNTIL SITE HAS BEEN PAVED & SURFACED.
BUNDWALLS SHALL BE LOCATED AROUND ALL PITS & MAINTAINED UNTIL THE 1. ALL GROUND DISTURBED BY THE CONSTRUCTION ACTIVITY SHALL BE PROMPTLY
CATCHMENT AREA HAS BEEN PAVED. AND PROGRESSIVELY STABILISED SO IT CAN NO LONGER ACT AS A SOURCE OF
5. KERB DRAIN EXCLUDER SHALL INCORPORATE TRAFFIC CONTROL BARRICADES IN SEDIMENT.
ACCORDANCE WITH AS1742.3 - 1985, & SHALL NOT BE PLACED UNTIL WORKS ARE
6. BEING CARRIED OUT ON THE FOOTPATH AREA, OR AS OTHERWISE DIRECTED BY
COUNCIL.
7. ALL SEDIMENT TRAPS, EXCLUDERS, BUNDWALLS SHALL BE INSPECTED & CLEANED LEGEND A 16.09.15 BHL D.A. APPROVAL
revision date by description checked
AFTER EACH STORM EVENT. DAMAGED OR CLOGGED BUNDING ARE TO BE REMOVED AREA DEFINING EXTENT OF WORKS TO HAVE Figured dimensions to be taken in preference to scale readings
AND REPLACED. SEDIMENT AND EROSION CONTROLS INSTALLED
8. THE BUILDER SHALL CARRY OUT ANY ADDITIONAL WORKS DEEMED NECESSARY AND PROJECT MANAGERS
BERM (0.3m MIN. HIGH) DESIGNERS ||
DIRECTED BY COUNCIL TO BE CARRIED OUT. PLANNERS |
9. THE SEDIMENT CONTROL PLAN SHALL BE IMPLEMENTED PRIOR TO ANY WORKS BEING MIN LE EXISTING ENGINEERS |
CARRIED OUT ON SITE. CONSTRUCTION SITE NGTH
15m Head office - 17 Dover Street
ROADWAY Albion QLD 4010 Australia
DISTURBED AREA POSTS DRIVEN 0.6M
Email: [email protected]
Ph. 61 7 3854 2900
m
INTO GROUND H3 Fax. 61 7 3854 2999
WIRE OR STEEL MESH X. WIDT Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
MA 0.2m MIN
C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
DIR 3m This document may not be copied, reproduced, retained or disclosed to any unauthorised
OF ECTIO GEOTEXTILE FILTER FABRIC person, either wholly or in part, without prior consent in writing from Tam Faragher &
KERB DRAIN FLO N Associates.
W ACN 054 486 743
project
GEOTEXTILE FABRIC
m
0.6 X DETAIL OF OVERLAP PROPOSED SERVICE STATION for SYNERGY
WRAP FILTER CLOTH MA
OVER GRATE.
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
m 50 - 75mm GRAVEL OR
0.2 UNDISTURBED RECYCLED CONCRETE WALTER HAY DRIVE) NOOSAVILLE, QLD
AREA RUNOFF FROM PAD title
100Ø AG. PIPE WRAPPED IN FILTER DIRECTED TO EROSION & SEDIMENT CONTROL PLAN
KERB INLET CLOTH PLACED TO COVER THE
EXTENTS OF LINTEL OR BACKSTONE
FIG. 1. - SEDIMENT FENCE SEDIMENT
TRAP.
FIG. 2. - CONSTRUCTION EXIT/ENTRY
& FILLED WITH 20mm GRAVEL. MAINTENANCE:
PROTECTION THE ENTRANCE SHALL BE MAINTAINED SO THAT IT PREVENTS TYRES FROM TRACKING.
drawn
BHL
approved
ROB
date created
SEP 2015
scale
As indicated
DRESSING WITH ADDITIONAL AGGREGATE IF REQUIRED. status drawing no. rev.
REGULARLY REMOVE SEDIMENT FROM ROADWAY. D.A. ISSUE 15193 D07 A
Section 9
6/10/2015 2:32:26 PM
4 0 5 10 15 20m
9.47
9
8.7
8
9.40
8.4
8.48
Metres N
2
6
7
9.2
8.6
8.3
7
9.7
9.93 8.47
.00 9.93
10
10.72
5
9.6
9.79
9.82
10.61 9.72
10.25
0
6
9.0
9.2
2
8.45
8.8
8.65 8.50
10.17 9.3
10.24
8.7
214°14 3
10.95 8.86
9
0" '3 8.57 8.65
00
'
67.39 °28
247
11.
8.78
10.11 45 8.58
9.78 23.4
9.68
11.13 10.97 10.25
LEGEND
WALTE
9.98
9.27
11.10 8.42
11.22 10.83 8.54
8.57
11.50
6
11.5
11.80 10.25
R HAY D
10.88
'
306°03
11.66 11.05
0
12.03
9 .5
9.62
11.80
11.83
11.78
11.65
11.25
FLOW ARROW
10.98 10.55 9.81
.73
11.91 9.22
11.08 9.39
12
11.81
9.06
10.00
11.82 9.67 8.60 8.64
11.76
5
10.09
.7
12.16 11.49
12
RIVE
12.04 8.96
12.20
8.65 PRE-DEVELOPMENT CATCHMENT BOUNDARY
10.87
11.11 10.61
9.72
11.00
12.26 8.88
11.92
CATCHMENT A
12.31 9.26
12.53 9.87
10.34
5"
AREA - 5019m2
9.81
312°09'2
10.30
6.945
12.12
10.24
11.52
12.00
8.72
8.69
CATCHMENT A
10.18
10.65 9.19 8.98 8.75 8.66
12.35 11.08 8.73 8.62
9.03
9.84
9.96
321°59'25"
11.38
6.945
12.41
11.73 9.78
12.67
10.26
LOT 30 ON SP170751
12.17
8.88
9.72
10.78 8.99
8.75
5019m2 9.25
0'
8.88
6.945
331°5
12.66
10.97
9.01
9.80
11.64
8.97 8.86
10.85 9.33
11.96 8.87
12.42 12.27 11.22
10.15 9.91
140°21'05"
05
7'
9.39
50.292
5 The text continues on section 10.