proposed new petrol station - mackay council · 2014-10-07 · trading /retail area (40m²) c a s h...

PROPOSED NEW PETROL STATIONfor WOOLWORTHS LTD.

219 & 247 ANZAC AVENUEMARIAN, QLD

DEVELOPMENT APPLICATION

Ph. 61 3854 2900 Fax. 61 3854 2999PROJECT MANAGERS | DESIGNERS

PLANNERS | ENGINEERS

17 Dover Street, Albion QLD 4010 AustraliaEmail: [email protected]

Project Group

WOOLWORTHSLIMITEDA.B.N. 88 004 678 675

1 Woolworths WayBella Vista NSW 2153Australia

Telephone (612) 8885 0000Facsimile (612) 8885 0001

NOTES1. FIGURED DIMENSIONS SHALL BE USED

IN PREFERENCE TO SCALED DIMENSIONS

2. CONTRACTOR MUST VERIFY ALLDIMENSIONS ON SITE

3. THIS DRAWING MUST NOT BEREPRODUCED WITHOUT CONTACTING THECONSULTANT FOR LATEST ISSUE

4. THIS DRAWING IS PROPERTY OFAUSTRALIAN INDEPENDAND RETAILERSACN 004 678 675. NOT TOBE REPRODUCED WITHOUT PERMISSION

5. NUMERIC SCALE VALUE FOR ORIGINAL HARDCOPY ONLY. RECIPIENT OF DRAWINGS BYELECTRONIC TRANSMISSION MUST VERIFYSCALE.

CONSULTANTS PROJECT No.

PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE

SHEET SIZE A1 SCALE A3 SCALEA3STATUS

PROJECT No. DRAWING No. ISSUE No.

RPD

1 : 100

A

21/05

/2013

8:44

:45 A

M

10146

MAY 2013

D.A. ISSUE

COVER SHEET

SLB RO

PROPOSED SERVICE STATIONfor WOOLWORTHS LIMITED 219 & 247 ANZAC AVENUE,MARIAN, QLD 4753

00

LOT 2 RP713613 & LOT 3 RP713731PARISH OF ABINGDONCOUNTY OF CARLISLEAREA = 1510.7m²

D10 A EROSION & SEDIMENT CONTROL PLAND11 A CONCEPTUAL SITE STORMWATER PLAND12 A HRV TURNING PATHD13 A TANKER TURNING PATHD14 A SITE QUEUING PLAND15 A SITE QUEUING PLAN (TANKER DELIVERY)D16 A SUN PATH STUDY - WINTERD17 A SUN PATH STUDY - SUMMER

D01 A EXISTING SURVEY PLAND02 A SITE VIEWSD03 A PROPOSED OVERALL SITE LAYOUTD04 A PROPOSED SITE LAYOUTD05 A PROPOSED BUILDING FLOOR PLAND06 A SITE AND BUILDING ELEVATIONSD07 A BUILDING PERSPECTIVESD08 A LANDSCAPING CONCEPT LAYOUTD09 A PROPOSED SITE SIGNAGE

DRAWING SCHEDULEDrg. Issue Title Drg. Issue Title

No. AMENDMENT DATE DRNA D.A. ISSUE 16.05.13 SLB

tracyh

Received (Manual Date)




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

A

21/05

/2013

8:49

:58 A

M

10146

MAY 2013

D.A. ISSUE

EXISTING SURVEY PLAN

SLB


D01



EXISTING SURVEY PLANN.T.S.

NLOCALITY PLANN.T.S

SUBJECTSITE

OVERALL DEVELOPMENTSITE (INDICATIVE ONLY)

AANZAC AVENUE

B

VIEW A VIEW B




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

As indicated

A

21/05

/2013

8:32

:05 A

M

10146

MAY 2013

D.A. ISSUE

SITE VIEWS

SLB RO


D02



SUBJECT SITEN.T.S

ANZAC AVENUE

NEWWOOLWORTHSPETROL SITE

PROPOSED NEWRESIDENTIAL

DEVELOPMENT

NEW SHOPPINGCENTRE

DEVELOPMENT NEWHARDWARE

SITE

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

NTS

A

21/05

/2013

8:33

:17 A

M

10146

MAY 2013

D.A. ISSUE

PROPOSED OVERALL SITELAYOUT

SLB RO


D03



D06B

D06 D

D06

C

D06

A

WOOLWORTHSSTANDARD PP80RBLDG

BUILDING - WOOLWORTHS STANDARD PP80RDISPENSERS - 3 IN LINECARPARKS PROVIDED - 6

LINE OF CANOPY

LANDSCAPING

ICE

SLIMLINE 3000L RAINWATER TANK

BIN ENCLOSURE

PWD PARKING

DEVELOPER SUPPLIEDSEWER CONNECTIONPOINT

DEVELOPER SUPPLIEDELECTRICAL &COMMUNICATIONS PIT

PROPOSED WATERCONNECTION POINT

SPEL PURACEPTOR

AIR & WATERPOINT

FIREWOOD CAGE

GAS BOTTLECAGE

U/G FUEL TANKS

FUELVENTS

NO ENTRY SIGN(EXIT REVERSESIDE)

NO ENTRY SIGN(EXIT REVERSESIDE)

ENTRY SIGN(NO EXITREVERSE SIDE)

ENTRY SIGN(NO EXITREVERSE SIDE)

LANDSCAPING

LAND

SCAP

ING

MPD6

MPD6

MPD6

ANZAC AVENUE

PAYPOINT ROOFED AREA:CANOPY ROOFED AREA:TOTAL ROOFED AREA:

91m²301m²392m²

LINE

OF C

ANOP

Y

DEVELOPER SUPPLIEDSTORMWATERCONNECTION POINT

EXISTINGWATER MAIN

DEVELOPMENT BOUNDARY

LEASE LINE

LEAS

E LIN

E

LEASE LINE

LAND

SCAP

ING

LEAS

E LIN

E

1

2

3

4

LOADING

REMOTE FUELFILL POINT

40084

3798

2

3105

3106

3184

3190

7

PROPOSEDCROSSOVER

PROPOSEDCROSSOVER

8500

FUTURE 2.7mSECONDARYPRICE SIGN

5

3.0m HIGH ACOUSTICTIMBER FENCE

--

6

REMOVABLEBOLLARD

WHEELSTOPS

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 200

A

21/05

/2013

8:33

:46 A

M

10146

MAY 2013

D.A. ISSUE

PROPOSED SITE LAYOUT

SLB RO


D04


SITE COVERAGELANDSCAPE AREA 214.6 m² 14%PAVEMENT AREA 1204.7 m² 80%PAY POINT AREA 91.4 m² 6%Grand total 1510.7 m² 100%


Metres

10m502

ALL SIGNAGE SHOWN FOR INDICATIVEPURPOSES ONLY AND SUBJECT TO THE

APPROVAL OF A SEPARATE OPERATIONALWORKS PERMIT (WHERE REQUIRED).

WOOLWORTHS STANDARD LAYOUT FOR BUILDING TYPE PP80RTOTAL BUILDING AREA = 80m²

TRADING /RETAILAREA (40m²)

CASH

IER

DISABLED /STAFFTOILET

FRIDGESFRIDGES FRIDGES

GONDOLAGONDOLA

STORE

STAFFSTOR

EB I

N

SW'BD TABLE

ATM

DRINK TROLLEYOILDISPLAY ENTRY

SHEL

V ES

E DB

SHEL

V ES

SHEL

V ES

ELECTRICALPIT

ICE

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 50

A

21/05

/2013

8:34

:44 A

M

10146

MAY 2013

D.A. ISSUE

PROPOSED BUILDING FLOORPLAN

SLB RO


D05


Metres

2.5m100.5 0.5 1.5 2


GROUND LEVEL0

U/S CANOPY4500

FASCIA AND CAPPINGPAINT FINISH

INTERNALLY ILLUMINATEDWOOLWORTHS 8.8m PRIME SIGN

WOOLWORTHS STANDARDPP80R BUILDING

PROP

ERTY

BDY

PROP

ERTY

BDY

3.0m HIGH ACOUSTIC TIMBERFENCE TO REAR BOUNDARY

GROUND LEVEL0

U/S CANOPY4500


PROP

ERTY

BDY

INTERNALLY ILLUMINATEDCALTEX SIGN

FASCIA AND CAPPING PAINTFINISH

ALUMINIIUM FRAMED GLAZING TOSHOP FRONT

INTERNALLY ILLUMINATEDPAYPOINT SIGN

PROP

ERTY

BDY

SCREENED BINENCLOSURE

FUTURE 2.7m SECONDARYPRICE SIGN

FUEL VENTS


GROUND LEVEL0

U/S CANOPY4500


SCREENED BINENCLOSURE

FASCIA AND CAPPINGPAINT FINISH

PROP

ERTY

BDR

Y

PROP

ERTY

BDY

3000L SLIMLINE RAINWATER TANK

3.0m HIGH ACOUSTICTIMBER FENCE SHOWNTRANSPARENT FOR CLARITY

FUEL VENTS

GROUND LEVEL0

U/S CANOPY4500


PROP

ERTY

BDY

FUEL VENTS

PROP

ERTY

BDY

WOOLWORTHS STANDARDPP80R BUILDINGSCREENED BINENCLOSURE

3000L WATER TANK

FASCIA & CAPPINGPAINT FINISH






Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 200

A

21/05

/2013

8:36

:02 A

M

10146

MAY 2013

D.A. ISSUE

SITE AND BUILDINGELEVATIONS

SLB RO


D06


1 : 200D04A NORTH ELEVATION

1 : 200D04D WEST ELEVATION

1 : 200D04B EAST ELEVATION

1 : 200D04C SOUTH ELEVATION




Metres

10m502




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

A

21/05

/2013

8:45

:28 A

M

10146

MAY 2013

D.A. ISSUE

BUILDING PERSPECTIVES

SLB RO


D07


WOOLWORTHSPRIME SIGN

SITE EXIT

PROPOSED LANDSCAPINGAS PER CONCEPTLANDSCAPING PLAN

FORECOURT CANOPY FASCIA TOFUEL RETAILER'S STANDARDS

COLOURS & SELECTED BUILDINGMATERIALS SHOWN ARE INDICATIVE & MAYBE SUBJECT TO VARIATIONS DURING FINAL

DESIGN DOCUMENTATION





1 VIEW FROM SHOPPING CENTRE CARPARK

2 VIEW FROM ENTRY DRIVEWAY

3 VIEW HEADING WEST ALONG ANZAC AVENUE

SITE ENTRY







WOOLWORTHSPRIME SIGN

3.0m HIGH DOUBLE LAPPEDTIMBER FENCE SHOWNTRANSPARENT FOR CLARITY

3.0m HIGHACOUSTIC TIMBERFENCE TO REAR BOUNDARY


APPROX. LOCATION OFHARDWARE BUILDINGON NEIGHBOURING SITE



REMOTE FILL POINTS

FUELVENTS

LOW HEIGHTPLANTING

3.0m HIGH DOUBLE LAPPEDTIMBER FENCE TO BOUNDARY

3000L RAIN WATER TANK

WOOLWORTHSSTANDARDPP80R BUILDING

DENSE PLANTINGS TOBOUNDARY GARDENS

DENSE PLANTINGS TOBOUNDARY GARDENSGROUND

COVERPLANTING

AIR & WATER POINT

HEDGE TYPE PLANTING

A RETICULATION IRRIGATION SYSTEM IS TO BE INSTALLED TO ALLLANDSCAPE AREAS.

- AREAS AROUND ENTRANCES AND EXITS TO CONSIST OF LOW SHRUBS& GROUND COVERS. THIS ENABLES GOOD VISIBILITY AND SAFEMOVEMENT OF VEHICLES

- LANDSCAPE PLANTINGS TO BE VERIFIED WHEN DETAILED DESIGNLOCATES PROPOSED UNDERGROUND SERVICE LINES

- ALL PAVEMENT AREAS TO HAVE 150mm CONTINUOUS CONCRETEBARRIER TO LANDSCAPE AREAS.

NOTES

LANDSCAPE LEGEND

TREE & SHRUB PLANTING AREA

HEDGE TYPE PLANTING AREA

GROUND COVER PLANTING

MULCHED AREA

ENTRY

EXIT

8.8m PRIME SIGN


BIN ENCLOSURE

FENCE DETAIL - PLANN.T.S

LAPPED TIMBER FENCELAID IN RANDOM VERTICAL /HORIZONTAL PATTERN

FENCE DETAIL - ELEVATIONN.T.S

EQ EQ.

3000

3.0m HIGH ACOUSTIC TIMBER FENCE TO ADOPT IDENTICALDETAILING TO MITRE 10 HARDWARE SITE (TO SOUTH OF SUBJECTSITE) TO ENSURE CONSISTENCY ALONG EASTERN BOUNDARY

EXAMPLE OF FENCE

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

As indicated

A

21/05

/2013

8:37

:30 A

M

10146

MAY 2013

D.A. ISSUE

LANDSCAPING CONCEPTLAYOUT

SLB RO


D08



Metres

10m502



ILLUMINATED CANOPY FASCIA SIGN

HAZCHEM SIGN

ILLUMINATED PAYPOINT FASCIA SIGN

LED ILLUMINATED SIGN,INDIVIDUAL LETTERS &SYMBOL SIT ON APPROX.50mm DEEP MOUNT TO LEDCOMPONENTRY. MOUNT TOMATCH DULUX 'LIGHTS OUT'.

MOUNTED ON STREETFRONTAGE SIDE OF KERB.

3880

750

3510

750

8.8m PRIME SIGN

2880

Air&

Water

ENTRY SIGN

EXIT SIGN

AIR/WATERSIGN

REAR OF SIGN

REAR OF SIGN

9

Entry

NoExit

NoEntryExit85

0

750 750

750 750

750

850

850

6

4

8

1

2

3

8800

EXIT SIGNREAR OF SIGN

NoEntryExit85

0

750 750

7

ENTRY SIGNREAR OF SIGN

Entry

NoExit

750 750

850

5

2655

1252

SECONDARYPRICE SIGN

10

WOOLWORTHSSTANDARD

PP80R BLDG

2

15

49

6

7

3

8

10

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

As indicated

A

21/05

/2013

8:37

:51 A

M

10146

MAY 2013

D.A. ISSUE

PROPOSED SITE SIGNAGE

SLB RO


D09




NTSD06- SIGNAGE PLAN


SPECIFICATION:

NOTES:

SEDIMENT AND EROSION CONTROL NOTES:GENERALALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITHLOCAL COUNCIL'S GUIDE LINES.

PRIOR TO THE COMMENCEMENT OF CONSTRUCTIONAVOID STRIPPING & EXCAVATING UNTIL READY TO BUILD.INSTALL SEDIMENT FENCES.

BULK EARTHWORKSAVOID STRIPPING & EXCAVATING UNTIL READY TO BUILD.CONSTRUCTION OF AN ENTRY/EXIT POINT TO THE SITE SHOULD BE MANAGED SOTHAT SEDIMENT IS NOT TRACKED OFF THE SITE.TOPSOIL SHOULD BE STOCKPILED ON SITE FOR LATER USE.WHERE PRACTICABLE MAINTAIN KERB VEGETATION IN A HEALTHY STATE DURINGTHE CONSTRUCTION PROCESS.WHEN UP SLOPE WATER IS DIVERTED AROUND A WORK SITE IT IDEALLY SHOULD BEDISCHARGED AS SHEET FLOW THROUGH AN UNDISTURBED AREA BESIDE THEWORKS.

SERVICES TRENCHESTO AVOID UNNECESSARY SOIL EROSION, SERVICE TRENCHES SHOULD BE BACKFILLED, CAPPED AND COMPACTED TO A LEVEL AT LEAST 75-100mm ABOVE THEADJOINING GROUND LEVEL.

BUILDING OPERATIONSERODABLE MATERIAL MISTAKENLY PLACED WITHIN THE ROAD RESERVE (INCLUDINGACCIDENTAL SPILLAGE AND TRACKING OF SUCH MATERIALS ONTO THE ROAD) THATCANNOT BE PREVENTED THROUGH REASONABLE MEANS, MUST BE(a) REMOVED IMMEDIATELY IF RAINFALL IS IMMINENT OR OCCURRING.(b) REMOVED PRIOR TO THE END OF THE DAY'S WORK IF RAINFALL IS NOT EXPECTED.MATERIALS SHOULD BE SWEPT FROM THE ROAD, NOT WASHED DOWN THE GUTTER.ALL SOLID WASTE SHOULD BE STORED ON SITE IN SUCH A MANNER THAT IT ISPREVENTED FROM LEAVING THE SITE EITHER BY THE ACTION OF WIND OR WATER.SMALLER MATERIALS, SUCH AS LITTER, SHOULD BE CONTAINED IN COVERED BINS ORLITTER TRAPS FORMED ON THREE SIDES BY A GEOTEXTILE WIND BREAK.CONCRETE WASTE WASHED FROM TRUCKS AND MIXERS UNITS SHALL BE CONTAINEDON SITE AND SHALL NOT BE PLACED IN A POSITION WHERE IT COULD REASONABLY BEEXPECTED TO WASH FROM THE SITE AND HARM THE ENVIRONMENT.

SITE REHABILITATIONALL GROUND DISTURBED BY THE CONSTRUCTION ACTIVITY SHOULD BEPROMPTLY AND PROGRESSIVELY STABILISED SO IT CAN NO LONGER ACT ASA SOURCE OF SEDIMENT.

LEGEND

STOCKPILESSTOCKPILES ARE NOT TO BE STORED ON THE FOOTPATH OR THE ROAD RESERVE, UNLESS APPROVEDBY COUNCIL.WHERE NECESSARY STOCKPILE LOSSES CAN BE MINIMISED WITH THE USE OF COVERS.ALL STOCKPILES AND BUILDING MATERIAL SHOULD BE LOCATED WITHIN THE SEDIMENT CONTROL ZONE.TO MINIMISE EROSION AND THE LOSS OF SAND AND SOIL, STOCKPILES SHOULD NOT BE LOCATEDWITHIN AN OVERLAND FLOW PATH. IF IT IS IMPRACTICAL TO AVOID STORMWATER RUNOFF BEINGDIRECTED TO A STOCKPILE, THEN A PERIMETER BANK SHOULD BE CONSTRUCTED UP SLOPE OF THESTOCKPILE TO DIRECT RUNOFF IN A CONTROLLED MANNER AROUND THE STOCKPILE.

SEDIMENT BARRIERSSEDIMENT FENCEINSTALL SEDIMENT FENCE(S) ALONG THE LOW SIDE OF THE SITE, AND IDEALLY ALONG A LINE OFCONSTANT LAND LEVEL TO PREVENT THE CONCENTRATION OF STORMWATER RUNOFF.IN AREAS WHERE IT IS EITHER UNDESIRABLE OR IMPRACTICAL TO BURY THE LOWER EDGE OF THESEDIMENT FENCE, THE LOWER 200mm (MIN) PORTION OF THE FABRIC SHOULD BE PLACED ON THEGROUND UP SLOPE OF THE FENCE AND BURIED UNDER A 100mm (MIN) LAYER OF AGGREGATE.SEDIMENT FENCES ON BUILDING SITES CAN BE STAPLED TO APPROXIMATELY 40mm SQUAREHARDWOOD POSTS OR WIRE TIED TO STEEL POSTS.

FIELD INLET GULLIESSEDIMENT CONTROLS FOR STORMWATER INLETS LOCATED WITHIN THE PROPERTY BOUNDARIES MAYCONSIST OF GEOTEXTILE FABRIC PLACED EITHER DIRECTLY OVER THE GRATED INLET OR AROUNDTHE INLET SUPPORT BY A TIMBER FRAME. FIELD INLET PROTECTION IS NECESSARY WHERE INLETSDRAIN AREAS OF BARE AND UNPROTECTED SOIL. DURING STORMS, PONDING SHOULD BE ALLOWEDTO OCCUR AROUND THE STORMWATER INLET TO ASSIST IN THE SETTLING OUT OF SEDIMENTS.

PAVEMENT INLET GULLYA ROADSIDE INLET BARRIER IS TO BE INSTALLED, SO THAT IT SHOULD NOT BE ALLOWED TO FULLYBLOCK THE INLET STRUCTURE.ON A HILLSIDE, SEDIMENT BARRIERS MAY CONSIST OF A TEMPORARY DAM CONSTRUCTED FROMSAND AND GRAVEL BAGS AT LEAST 4 METRES UP SLOPE FROM THE GULLY INLET.

1.

2.

3.

MAINTENANCESEDIMENT FENCES SHOULD BE REPLACED IF THE FABRIC IS RIPPED OR OTHERWISE DAMAGED. THEMAINTENANCE OF THE SEDIMENT FENCES INCLUDES THE REMOVAL OF SEDIMENT DEPOSITED UP SLOPEOF THE FENCE AND RETRENCHING THE FABRIC WHEN THE FENCE IS 25% FULL.FOLLOWING STORM EVENTS, THE ROAD RESERVE AND ALL SEDIMENT BARRIERS SHOULD BE INSPECTEDAND ANY EXCESSIVE SEDIMENT RESIDUE SHOULD BE APPROPRIATELY REMOVED.

AREA DEFINING EXTENT OFWORKS TO HAVE SEDIMENTAND EROSION CONTROLSINSTALLED

BUNDING TO BE POSITIONED AS REQUIRED TO SUIT WORKING & COUNCILREQUIREMENTS SO AS NOT TO CAUSE NUISANCE & POLLUTION TO COUNCILFOOTWAYS & ASSOCIATED AREAS.SECURE & CLEAN ALL WORK AREAS AT COMPLETION OF EACH DAY.SITE ACCESS POINTS ARE TO BE CONTROLLED BY THE BUILDER WHO IS TO ENSURETEMPORARY REMOVAL & REPLACEMENT OF SILTATION CONTROL METHODS AREASUFFICIENT TO ENSURE COMPLIANCE WITH THESE CONTROLS.

SILT FENCES SHALL NOT BE REMOVED UNTIL SITE HAS BEEN PAVED & SURFACED.BUNDWALLS SHALL BE LOCATED AROUND ALL PITS & MAINTAINED UNTIL THECATCHMENT AREA HAS BEEN PAVED.KERB DRAIN EXCLUDER SHALL INCORPORATE TRAFFIC CONTROL BARRICADES INACCORDANCE WITH AS1742.3 - 1985, & SHALL NOT BE PLACED UNTIL WORKS AREBEING CARRIED OUT ON THE FOOTPATH AREA, OR AS OTHERWISE DIRECTED BYCOUNCIL.ALL SEDIMENT TRAPS, EXCLUDERS, BUNDWALLS SHALL BE INSPECTED & CLEANEDAFTER EACH STORM EVENT. DAMAGED OR CLOGGED BUNDING ARE TO BE REMOVEDAND REPLACED.THE BUILDER SHALL CARRY OUT ANY ADDITIONAL WORKS DEEMED NECESSARY ANDDIRECTED BY COUNCIL TO BE CARRIED OUT.THE SEDIMENT CONTROL PLAN SHALL BE IMPLEMENTED PRIOR TO ANY WORKS BEINGCARRIED OUT ON SITE.

1.

2.3.

1.2.

3.

4.

5.

6.

1.

1.2.

3.4.

5.

1.2.

1.

1.

1.

2.3.4.

1.

2.

1.

2.3.

4.

5.

MIN LENGTH 15m

MIN WIDTH 3m

FIG. 2. - CONSTRUCTION EXIT/ENTRYFIG. 1. - SEDIMENT FENCEKERB INLETPROTECTION MAINTENANCE:

DISTURBED AREA

UNDISTURBEDAREA

CONSTRUCTION SITEEXISTINGROADWAY

0.2m

0.2m3m MAX.

THE ENTRANCE SHOULD BE MAINTAINED SO THAT IT PREVENTS TYRES FROMTRACKING. DRESSING WITH ADDITIONAL AGGREGATE IF REQUIRED.REGULARLY REMOVE SEDIMENT FROM ROADWAY.

RUNOFF FROM PADDIRECTED TO SEDIMENTTRAP.

50 - 75mm GRAVELOR RECYCLEDCONCRETE

GEOTEXTILE FABRIC

BERM (0.3m MIN. HIGH)

WRAP FILTER CLOTHOVER GRATE.

KERB DRAIN

100Ø AG. PIPE WRAPPED IN FILTERCLOTH PLACED TO COVER THEEXTENTS OF LINTEL OR BACKSTONE& FILLED WITH 20mm GRAVEL.

DETAIL OF OVERLAP

POSTS DRIVEN 0.6MINTO GROUNDWIRE OR STEEL

MESHDIRECTION

OF FLOWGEOTEXTILE FILTER FABRIC

0.6mMAX

SITE PLANNTS

CONSTRUCTIONENTRY REFERFIGURE 2

CONSTRUCTIONEXIT REFERFIGURE 2

SEDIMENT FENCE TO BOUNDARYEXTENT TO BE DETERMINED ONSITE BUT WILL GENERALLY BYWHERE SHOWN. REFER FIG. 1




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

As indicated

A

21/05

/2013

8:38

:05 A

M

10146

MAY 2013

D.A. ISSUE

EROSION & SEDIMENTCONTROL PLAN

SLB RO


D10



SPEL PURACEPTORP040

DP

DPDP

DP

DPDP

DP

GP2

GPGP

SD

GP

SD

GP

41.100

41.150 41.300

41.150

41.30041.150

41.34041.190

41.140

41.185

41.200

41.325

41.28

5

41.365

RL 41

.400

41.30041.270

41.270

41.27041.30041.270

41.300

41.18041.

180

41.150

41.300

41.330

41.100

41.17041.140

41.19041.270

41.160

41.290

41.350

41.200

GP2

GP2

GP2

41.300

41.30041.300

41.30041.240

41.240

41.20041.20041.

200

41.200

41.170

41.200

41.200

41.170

41.19041.260

41.300

41.200

41.115

41.150

41.070

40.150

40.90

0

40.900

41.150

41.150

MHIL 39.100

DEVELOPER SUPPLIEDSTORMWATERCONNECTION P OINT

RIDGE

RIDG

E

RIDGE

RIDG

E

RIDG

E

LEGENDDP DOWNPIPEGP GULLY PITGP2 GULLY PIT TO SPEL PURACEPTORMH NEW MANHOLESD STRIP DRAINRWT RAIN WATER TANK

STORMWATER DRAIN

OILY WATER DRAIN

RAINWATER DRAIN

GENERAL DIRECTION OFFINISHED SURFACE FALL

FINISHED SURFACE LEVEL

RWT

21.150

STORMWATER IS TO BE DISCHARGEDINTO MARIAN TOWN CENTRE SYSTEMAS PER CENTRES APPROVEDSTORMWATER MANAGEMENT PLAN

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 200

A

21/05

/2013

8:38

:25 A

M

10146

MAY 2013

D.A. ISSUE

CONCEPTUAL SITESTORMWATER PLAN

SLB RO


D11



Metres

10m502

AUTO TRACK VERSION 10.01

Single Unit Truck/Bus (12.5 m)Overall Length 12.500mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.490mTrack Width 2.500mLock to Lock Time 6.00sCurb to Curb Turning Radius 12.500m

12500

2200 6200 1300 2800

WOOLWORTHS

STANDARD PP80R

BLDGMPD6

LINE

OF C

ANOP

Y

U/G FUELTANKS

TOANZAC

AVENUE

BIN ENCLOSURE

MPD6

MPD6

FUEL FILLPOINT

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 200

A

21/05

/2013

8:38

:57 A

M

10146

MAY 2013

D.A. ISSUE

HRV TURNING PATH

SLB RO


D12



Max 72° HorizMax 6° Vert

Single Articulated (19 m)Overall Length 19.000mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.540mTrack Width 2.500mLock to Lock Time 6.00 secCurb to Curb Turning Radius 12.500m

13700

8110

8200

1300 1300

1500

1600 4650

1300

6700

AUTO TRACK VERSION 10.01

WOOLWORTHSSTANDARDPP80R BLDG

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

As indicated

A

21/05

/2013

8:39

:15 A

M

10146

MAY 2013

D.A. ISSUE

TANKER TURNING PATH

SLB RO


D13



SEE DRG 10146-D15 FORDETAILED SITE VIEW OFTANKER TURNING PATH

WOOLWORTHSSTANDARD

PP80R BLDG

MPD6

U/G FUELTANKS

BIN ENCLOSURE

MPD6

MPD6

FUEL FILLPOINT

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 200

A

21/05

/2013

8:39

:36 A

M

10146

MAY 2013

D.A. ISSUE

SITE QUEUING PLAN

SLB RO


D14



WOOLWORTHSSTANDARD PP80R

BLDGMPD6

U/G FUELTANKS

BIN ENCLOSURE

MPD6

MPD6FUEL FILLPOINT

FUELVENTS

PROPOSED HARDWAREBUILDING TO

NEIGHBOURING SITE

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 200

A

21/05

/2013

8:46

:05 A

M

10146

MAY 2013

D.A. ISSUE

SITE QUEUING PLAN (TANKERDELIVERY)

SLB RO


D15



APPROX. LOCATION OFSWALE ON ADJOININGBLOCK

HARDWARE SITE


HARDWARE SITE

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 400

A

21/05

/2013

8:41

:05 A

M

10146

MAY 2013

D.A. ISSUE

SUN PATH STUDY - WINTER

SLB RO


D16


WINTER (MID JULY) 2:00 PM


ADJOININGRESIDENTIAL

BLOCK

WINTER (MID JULY) 4:00 PM


BLOCK


HARDWARE SITE


HARDWARE SITE

N




Project Group











PROJECT

TITLE

DRAWN CHECKED

DATE PLOT DATE



RPD

1 : 400

A

21/05

/2013

8:41

:33 A

M

10146

MAY 2013

D.A. ISSUE

SUN PATH STUDY - SUMMER

SLB RO


D17



SUMMER (MID JANUARY) 2:00 PM


BLOCK

SUMMER (MID JANUARY) 4:00 PM


BLOCK

proposed new petrol station - mackay council · 2014-10-07 · trading /retail area (40m²) c a s h...

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