BULK EARTHWORKS LEVEL (BEL)BEL0.000
LEGENDEXISTING PROPERTY BOUNDARY
PROPERTY BOUNDARY
EXISTING EASEMENT BOUNDARY
EASEMENT BOUNDARY
X X X X X X X X ABANDON EXISTING SERVICE
BUILDING
EXISTING BUILDING
EXISTING CONTOUR - MAJOREXISTING CONTOUR - MINOR
CONTOUR - MAJORCONTOUR - MINOR
1.00
1.00
EXISTING KERB AND CHANNEL
SW EXISTING STORMWATER DRAINAGERW EXISTING ROOFWATER DRAINAGES EXISTING SEWER
W EXISTING WATER
EU EXISTING ELEC. UNDERGROUND
T EXISTING COMMUNICATIONS
N EXISTING ELEC. OVERHEAD
E EXISTING ELECTRICAL
KERB AND CHANNEL
SW SW STORMWATER DRAINAGE
SUBSOIL DRAINRW RW ROOFWATER DRAINAGE
S S SEWERW W WATER
EARTHWORKS TOP OF BATTER
EARTHWORKS BOTTOM OF BATTERSF SEDIMENT FENCE
RL1.234 FINISHED SURFACE LEVEL (FSL)1.2
34 EXISTING SURFACE LEVEL (ESL)
EXISTING KERB
KERB
EXTENT OF WORKS
RM EXISTING SEWER RISING MAIN
entry gym
W
LIGHT POLE
STORAGE SHED
850 850
AREA 360 m2
3 x
4200
H x
3.0
00W
HAN
GER
DO
OR
S (S
LID
ING
)
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
850 850
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
8504.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
8504.425Hx4.000W ROLLER DOORS
WEATHER - AWNINGBINS
GRASSED LAY DOWN AREA
GRASSED LAY DOWN AREA
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
YARD901 902 903 904 905 906 907905A
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
805 - BAY 1
806 - BAY 2
807 - BAY 3
808 - BAY 4
TO GATE 5
H
SW
SW
SW
SW
E E EE
EE
EE
EE
E
E
SW
SW
SS
SS
S
SWSW
FHRFHR
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
SS
EE
E
SWSW
SWSW
SW
SW
SW
SW
SW
SW
SW
RW
RW
RW
RW200mm pipe200mm pipe
> > > > > > >>
WWRM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM
RM RM
S
6.0
6.0
5.0 4.0 3.0
2.0
NORTH STREET
LOT 13DP1120659
ALUM
Y CR
EEK
GULLY GRATE TO BE WRAPPED INNON-WOVEN FILTER FABRIC
(MIN. BIDUM A24 OR APPROVEDEQUIVALENT PRODUCT).
TYPICAL
GULLY GRATE TO BE WRAPPED INNON-WOVEN FILTER FABRIC(MIN. BIDUM A24 OR APPROVEDEQUIVALENT PRODUCT).TYPICAL
P001 CEROSION AND SEDIMENT CONTROL LAYOUT PLAN
SCAvTAvT
AS SHOWNA1AHD
A 28.05.21 ORIGINAL ISSUE SC AvTSCALE 1:500
50 10 2520
PROJECT: JOB No.:
DRAWING No.: REV.:DRAWING TITLE:
DRAWN:
DESIGN:
CHECKED:
APPROVED:
REV. DATE: AMENDMENT: BY: APP:
CLIENT:
DATUM:
SHEET SIZE:
SCALE:
COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAINTHE PROPERTY OF vT CONSULTING ENGINEERS. THISDOCUMENT MAY ONLY BE USED FOR THE PURPOSEFOR WHICH IT WAS COMMISSIONED AND INACCORDANCE WITH THE TERMS OF ENGAGEMENT.UNAUTHORISED USE OF THIS DOCUMENT IN ANYFORM WHATSOEVER IS PROHIBITED. ©PL
OTTE
D: 03
.06.20
21
PRELIMINARYA: E:
PO B
ox 2
6, C
arin
a
adm
in@
vtce
.com
.au
Ph:1
300
185
737
QLD
415
2
W:v
tce.
com
.au
UNMANNED ABOVE GROUND DIESEL TANK 160 NORTH STREET, GRAFTON 2460 21154OCWEN ENERGY
PTY LTD
LAYOUT PLANSCALE 1:500
CONTRACTOR TO ENSURE SURROUNDINGROADS ARE KEPT CLEAN AND FREE OFDEBRIS DURING CONSTRUCTION. TYPICAL
PROVIDE KERB INLET SEDIMENTPROTECTION AT ALL DOWNSTREAMGULLIES UPTO 50m FROM SITE. TYPICAL
NOTES:1. EXISTING SERVICES AND CONTOURS SHOWN ARE INDICATIVE ONLY.
INFORMATION EXTRACTED FROM RECORDS. NOT SURVEYED.
B 03.06.21 GENERAL AMENDMENTS SC AvTC 03.06.21 GENERAL AMENDMENTS SC AvT
Version: 1, Version Date: 10/08/2021Document Set ID: 2258235
BULK EARTHWORKS LEVEL (BEL)BEL0.000
LEGENDEXISTING PROPERTY BOUNDARY
PROPERTY BOUNDARY
EXISTING EASEMENT BOUNDARY
EASEMENT BOUNDARY
X X X X X X X X ABANDON EXISTING SERVICE
BUILDING
EXISTING BUILDING
EXISTING CONTOUR - MAJOREXISTING CONTOUR - MINOR
CONTOUR - MAJORCONTOUR - MINOR
1.00
1.00
EXISTING KERB AND CHANNEL
SW EXISTING STORMWATER DRAINAGERW EXISTING ROOFWATER DRAINAGES EXISTING SEWER
W EXISTING WATER
EU EXISTING ELEC. UNDERGROUND
T EXISTING COMMUNICATIONS
N EXISTING ELEC. OVERHEAD
E EXISTING ELECTRICAL
KERB AND CHANNEL
SW SW STORMWATER DRAINAGE
SUBSOIL DRAINRW RW ROOFWATER DRAINAGE
S S SEWERW W WATER
EARTHWORKS TOP OF BATTER
EARTHWORKS BOTTOM OF BATTERSF SEDIMENT FENCE
RL1.234 FINISHED SURFACE LEVEL (FSL)1.2
34 EXISTING SURFACE LEVEL (ESL)
EXISTING KERB
KERB
EXTENT OF WORKS
RM EXISTING SEWER RISING MAIN
21
RETA
ININ
G W
ALL
21
LIGHT POLE
EXISTING CARPARKING
EXISTING CARPARKING
EXISTING CARPARKING
EXISTING CARPARKING
EXISTING CARPARKING
EXISTING CARPARKING
EXISTINGCARPARKING
H
E E E E E E E
EE
EE
EE
EE
EE
EE
EE
EE
SS
SS
S
SWP
SWP
SWP
SWP
(E)
SWSW
SWSW
SWSW
SWSW
SWSW
SW
SWP
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
PROPOSED ABOVEGROUND DIESEL TANK
CONCRETE GRATED PIT (G.PIT)WITH HEEL PROOF, ANTI-SLIP,HEAVY DUTY CLASS D BOLTDOWN LID.
SPEL PURACEPTOR (OR APPROVEDEQUIVALENT) TO MANUFACTURERS
SPECIFICATIONS. FUEL AREAS TO BEBUNDED AND DRAINED TO DEVICE. TO BECONSTRUCTED UNDER CONCRETE SLAB.
TYPICAL
LOCATE AND CONNECT TO EXISTINGSTORMWATER GRATED PIT. INVERT
LEVELS AND DETAILS TBC ON SITEPRIOR TO CONSTRUCTION.
TYPICAL
EXISTING ELECTRICAL POWER POLE TOBE RELOCATED BY OTHERS. TYPICAL
PROPOSED 12m x 7mCONCRETE SLAB. SURFACETO BE GRADED TO G.PIT
EXISTING INTER-ALLOTMENTDRAINAGE TO BE RETAINED ANDPROTECTED DURINGCONSTRUCTION
entry gym
W
LIGHT POLE
850 850
3 x
4200
H x
3.0
00W
HAN
GER
DO
OR
S (S
LID
ING
)
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
850 850
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
8504.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
8504.425Hx4.000W ROLLER DOORS
WEATHER - AWNINGBINS
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
SW
E
EE
EE
E
S
S
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
4.425Hx4.000W ROLLER DOORS
WEATHER - AWNING
S
E
SW
SW
SW
> > > >
SW
SW SW SW SW SW SW SW SW SW SW
SW
SWSW WWWWWW
W
W W W W W
W
RM RM RM RM RM RM RM RM RMRM
S
S S
S S S S S
S
6.0
6.0
5.0 4.0 3.0
2.0
NORTH STREET
LOT 13DP1120659
ALUM
Y CR
EEK
REFER TO INSET
EXISTING SEWER PROPERTYCONNECTION TO REMAIN IN USE
EXISTING WATER SERVICECONNECTION TO REMAIN IN USE
EXISTINGBIORETENTIONBASIN
P002 CPRELIMINARY CIVIL SERVICES LAYOUT PLAN
SCAvTAvT
AS SHOWNA1AHD
A 28.05.21 ORIGINAL ISSUE SC AvTSCALE 1:1000
100 20 4030 50
PROJECT: JOB No.:
DRAWING No.: REV.:DRAWING TITLE:
DRAWN:
DESIGN:
CHECKED:
APPROVED:
REV. DATE: AMENDMENT: BY: APP:
CLIENT:
DATUM:
SHEET SIZE:
SCALE:
COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAINTHE PROPERTY OF vT CONSULTING ENGINEERS. THISDOCUMENT MAY ONLY BE USED FOR THE PURPOSEFOR WHICH IT WAS COMMISSIONED AND INACCORDANCE WITH THE TERMS OF ENGAGEMENT.UNAUTHORISED USE OF THIS DOCUMENT IN ANYFORM WHATSOEVER IS PROHIBITED. ©PL
OTTE
D: 03
.06.20
21
PRELIMINARYA: E:
PO B
ox 2
6, C
arin
a
adm
in@
vtce
.com
.au
Ph:1
300
185
737
QLD
415
2
W:v
tce.
com
.au
UNMANNED ABOVE GROUND DIESEL TANK 160 NORTH STREET, GRAFTON 2460 21154OCWEN ENERGY
PTY LTDSCALE 1:200
0 2 4 6 8 10
INSETSCALE 1:200
OVERALL LAYOUT PLANSCALE 1:1000
ROOFWATER DRAINAGE AND INTERNALPAVEMENT DRAINAGE TO HYDRAULICENGINEERS DETAIL.TYPICAL
INTERNAL HOUSE DRAINAGE AND WATERSUPPLY BY HYDRAULIC ENGINEER.TYPICAL
NOTES:1. EXISTING SERVICES AND CONTOURS SHOWN ARE INDICATIVE ONLY.
INFORMATION EXTRACTED FROM RECORDS. NOT SURVEYED.
B 03.06.21 GENERAL AMENDMENTS SC AvTC 03.06.21 GENERAL AMENDMENTS SC AvT
Version: 1, Version Date: 10/08/2021Document Set ID: 2258235
RUNOFF
1.5m MIN.
TYPICAL ON GRADE KERB INLET SEDIMENT TRAPNOT TO SCALE
TYPICAL SAG KERB INLET SEDIMENT TRAPNOT TO SCALE
NOTE:· INLET SEDIMENT TRAP TO BE PLACED ON ALL
EXISTING INLETS WITHIN 50m OF SITE· INLET SEDIMENT TRAP MAY BE OMITTED
WHERE IT CAUSES A SAFETY HAZARD, BUT ISTO BE PROVIDED PRIOR TO A RAINFALL EVENT
TYPICAL FIELD INLET SEDIMENT TRAPNOT TO SCALE
NOTE:· INLET SEDIMENT TRAP TO BE PLACED ON ALL
EXISTING INLETS WITHIN 50m OF SITE· INLET SEDIMENT TRAP MAY BE OMITTED
WHERE IT CAUSES A SAFETY HAZARD, BUT ISTO BE PROVIDED PRIOR TO A RAINFALL EVENT
BYPASSFLOW TOINLETTHREE LAYERS OF
SANDBAGS WITH ENDSOVERLAPPED
600mm NOMINAL GAP BETWEENBAGS ACTS AS SPILLWAY
SANDBAGS OVERLAP ONTOKERB
SIDE INLET TO REMAIN OPENFILTER SOCKGULLY GRATE WRAPPED IN NON-WOVENFILTER FABRIC (MINIMUM BIDIM A34 ORAPPROVED EQUIVALENT
EXISTING/ PROPOSEDFIELD INLET
EXISTING GRATE TO BE WRAPPED INNON-WOVEN FILTER CLOTH (WOVEN
SEDIMENT FENCE FABRIC TO ONLY BEUSED IN HEAVY TRAFFIC AREAS)
EXISTING OUTLET PIPE.REFER TO PLAN FOR
DETAILS
SEDIMENT COLLECTION PIT TO BEEXCAVATED ALL AROUND INLET.MONITOR DAILY OR AFTER HEAVYRAINFALL AND CLEAN AS REQUIRED
REMOVE SEDIMENT ANDREINSTATE TO MATCHEXISTING FOLLOWING
COMPLETION OF ALL WORKS.
ENVIROPOD BASKET TOMANUFACTURERS SPECIFICATIONS.CONTRACTOR TO ENSURE THATBASKET IS KEPT CLEAN AND FREEOF DEBRIS. BASKET TO BE CLEANEDIMMEDIATELY PRIOR TO HAND OVEROF PROJECT
INLET SEDIMENT TRAP 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 25mm TO 50mm GRAVEL.3. FORM AN ELLIPTICAL CROSS-SECTION ABOUT 150mm HIGH x 400mm WIDE.4. PLACE THE FILTER AT THE OPENING LEAVING AT LEAST A 100mm 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 ANDSEDIMENT-LADEN WATERS CANNOT PASS BETWEEN.
4.0m MIN.
0.20
0.20
FALL
SERVICE CENTER - GRATED PIT DETAILSCALE 1:20
STORMWATER PIT SIZE TABLEMINIMUM
DEPTHMAXIMUM
DEPTH OPTION 1 OPTION 2 MINIMUMGRATE SIZE
0 1200 600x900 1050Ø 600SQ1200 2000 900SQ 1200Ø 800SQ
MINIMUM PIT SIZE BASED ON DEPTH. SIZE TO BE INCREASED TO ALLOW FORINLET AND OUTLET PIPES TO MANUFACTURERS SPECIFICATION. ALL
STRUCTURES WITHIN FOOTPATHS OR PEDESTRIAN AREAS ARE TO BE HEELPROOF, NON-SLIP AND BOLT DOWN.
2N12 BARS AROUND STRUCTURE.PROVIDE TRIMMER BARS ATCORNERS TO TYPICAL DETAIL (NOTSHOWN FOR CLARITY)
NOMINAL 900SQ.PRECAST CONCRETE PIT
900SQ. HEAVY DUTY TRAFFICABLE DROP IN HEELPROOF AND ANTI-SLIP GRATED LID, FRAME AND
PRECAST CONCRETE SURROUND. FINISHEDSURFACE LEVEL TO MATCH PAVEMENT
CONCRETE BASE.MINIMUM 150mm THICK
OUTLET PIPE. REFERTO PLAN FOR DETAILS
ENVIROPOD BASKET (OR APPROVED EQUIV.)TO MANUFACTURERS SPECIFICATIONS.ENSURE BASKET IS INSTALLED AT HEIGHTTO ENSURE THAT OUTLET PIPE IS NOTBLOCKED. BASKET TO BE INSTALLED IN ALLSTORMWATER INLET STRUCTURES.
HEAVY DUTYTRAFFICABLE FRAME
3-L12TM BOTTOMEDGE THICKENINGTO SLAB DETAIL
BEDDING SAND
0.30
0.20
MIN.
0.30
EDGE
THI
CKEN
ING
TO D
ETAI
L
P003 CPRELIMINARYCIVIL DETAILS
SCAvTAvT
AS SHOWNA1AHD
A 28.05.21 ORIGINAL ISSUE SC AvTSCALE 1:20
0.20 0.4 0.6 0.8 1.0
PROJECT: JOB No.:
DRAWING No.: REV.:DRAWING TITLE:
DRAWN:
DESIGN:
CHECKED:
APPROVED:
REV. DATE: AMENDMENT: BY: APP:
CLIENT:
DATUM:
SHEET SIZE:
SCALE:
COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAINTHE PROPERTY OF vT CONSULTING ENGINEERS. THISDOCUMENT MAY ONLY BE USED FOR THE PURPOSEFOR WHICH IT WAS COMMISSIONED AND INACCORDANCE WITH THE TERMS OF ENGAGEMENT.UNAUTHORISED USE OF THIS DOCUMENT IN ANYFORM WHATSOEVER IS PROHIBITED. ©PL
OTTE
D: 03
.06.20
21
PRELIMINARYA: E:
PO B
ox 2
6, C
arin
a
adm
in@
vtce
.com
.au
Ph:1
300
185
737
QLD
415
2
W:v
tce.
com
.au
UNMANNED ABOVE GROUND DIESEL TANK 160 NORTH STREET, GRAFTON 2460 21154OCWEN ENERGY
PTY LTDB 03.06.21 GENERAL AMENDMENTS SC AvTC 03.06.21 GENERAL AMENDMENTS SC AvT
Version: 1, Version Date: 10/08/2021Document Set ID: 2258235