UNMANNED ABOVE GROUND DIESEL TANK OCWEN ENERGY …

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

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850 850

AREA 360 m2

3 x

4200

H x

3.0

00W

HAN

GER

DO

OR

S (S

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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

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SW

E E EE

EE

EE

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E

E

SW

SW

SS

SS

S

SWSW

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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

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SW

SW

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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

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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