STANDARD NOTES - edqdad.dsdip.qld.gov.auedqdad.dsdip.qld.gov.au/media/userfiles/661/5856/Appendix4... · the service when excavating, ... transport manual of uniform traffic control

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

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Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

[email protected]

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12089EEXTENSION TO THEVILLAGE ON BLAINSTAGE 10

PANTEX PTY LTD

B

B 14.07.14 FOR APPROVAL A 08.07.14 FOR APPROVAL

C0000

DRAWING LIST ANDLOCALITY PLAN

VILLAGE ON BLAINEXTENSION

30 BLAIN STREET, BLACKWATER

CONTRACTOR SHALL COORDINATE WITH ELECTRICAL,COMMUNICATIONS, FIRE, HYDRAULIC SERVICES ANDLANDSCAPE CONSULTANT'S DRAWINGS FORLOCATIONS OF PROPOSED OR RETAINED SERVICES.NO PAVING OR KERB IS TO BE PLACED UNTIL ALLSERVICES UNDER HAVE BEEN PLACED AND TESTED.

STANDARD NOTES1. GENERAL

1.1. NO WORK IS TO COMMENCE ON SITE UNTIL APPROVAL TO PROCEED HASBEEN GIVEN BY THE SUPERINTENDENT.

1.2. THE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THESPECIFICATIONS AND STANDARD DRAWINGS LISTED. THESUPERINTENDENT WILL ON REQUEST RESOLVE ANY POINT OF CONFLICT.DIMENSIONS ARE NOT TO BE SCALED.

1.3. WHERE A JUNCTION IS TO BE MADE TO EXISTING CONSTRUCTION THECONTRACTOR SHALL CONFIRM THE LOCATION AND LEVEL OF THISCONSTRUCTION PRIOR TO COMMENCING WORK ON ANY CRITICALSECTION. THE SUPERINTENDENT MAY VARY LEVELS AND GRADIENTS OFNEW WORKS TO ACHIEVE A SATISFACTORY CONNECTION.

1.4. ALL CONSTRUCTION WORK SHALL COMPLY WITH THE QUEENSLANDWORKPLACE HEALTH AND SAFETY ACT (CURRENT VERSION). CONTACTYOUR NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH ANDSAFETY FOR INFORMATION. Ph: 1300 369 915

1.5. THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICALMEASURES TO PREVENT OR REDUCE HARM TO THE ENVIRONMENT AS SETOUT IN THE ENVIRONMENTAL PROTECTION ACT (CURRENT VERSION).

2. SERVICES NOTES2.1. LOCATION & PROTECTION

THE LOCATION OF SERVICES SHOWN ON THESE PLANS HAS BEENAPPROXIMATED FROM KNOWN POSITIONS OF VALVES,INSPECTION/ACCESS CHAMBERS, ETC AND INFORMATION SUPPLIED BYSERVICES AUTHORITIES. DETAILS OF SERVICES ARE PROVIDED FORINFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR THEACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. THECONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE LOCATION OF ALLSERVICES WITH THE RELEVANT AUTHORITIES PRIOR TO COMMENCINGWORK AND PROVIDING ALL NECESSARY MEASURES TO PROTECT ALLSERVICES DURING THE COURSE OF THE WORK.

2.2. AUTHORITY SERVICESCONFLICTS SERVICE RELOCATIONS ARE SHOWN WHERE KNOWN. THECONTRACTOR IS TO LOCATE, AND IF NECESSARY LEVEL, ALL SERVICES INTHE AREA OF THE WORKS PRIOR TO CONSTRUCTION. THESUPERINTENDENT IS TO BE ADVISED IMMEDIATELY OF ANY UNIDENTIFIEDCONFLICTS.

2.3. TELECOMMUNICATION CABLENO WORK IS TO BE CARRIED OUT WITHIN 3.0m OF CABLE IN URBAN AREASAND 10.0m IN RURAL AREAS, WITHOUT FIRST CONSULTING THE RELEVANTAUTHORITY. THE CONTRACTOR IS TO MANUALLY EXPOSE AND PROTECTTHE SERVICE WHEN EXCAVATING, OR WORKING, CLOSER TOTELECOMMUNICATION PLANT THAN THE ABOVE DISTANCES.

3. TRAFFIC CONTROL3.1. TRAFFIC CONTROL IS TO BE IN ACCORDANCE WITH THE QUEENSLAND

TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENTISSUE). IF REQUESTED BY THE SUPERINTENDENT THE CONTRACTOR ISREQUIRED TO PROVIDE FOR APPROVAL TRAFFIC MANAGEMENT PLANSDETAILING THE TRAFFIC MOVEMENTS TO BE PROVIDED, THEIR STAGING,AND THE SIGNAGE ADOPTED IN EACH STAGE.

RL: 168.507 AHD(LOCATED: BLAIN STREET & WALSH AVENUE)

R.P. DESCRIPTION

SURVEY CONTROL:PSM: 77491

LOT 1 ON SP 235822

LOCALITY PLANSITE ADDRESS: 30 BLAIN STREET, BLACKWATER

N.T.S.

SITEWORKS DRAWING INDEXC0000 DRAWING LIST AND LOCALITY PLANEARTHWORKSC0010 EARTHWORKS NOTES AND DETAILSC0011 EARTHWORKS LAYOUTEROSION AND SEDIMENT CONTROLC0020 EROSION & SEDIMENT NOTES AND DETAILSC0021 EROSION & SEDIMENT CONTROL LAYOUTSITEWORKS AND DRAINAGEC0030 SITEWORKS AND DRAINAGE NOTES AND DETAILSC0031 SITEWORKS AND DRAINAGE LAYOUTC0040 SITEWORKS SECTIONSSEWERAGE RETICULATIONC0060 SEWER RETICULATION NOTES AND DETAILSC0061 SEWER RETICULATION LAYOUTC0062 SEWER RETICULATION LONGITUDINAL SECTIONSWATER RETICULATIONC0070 WATER RETICULATION NOTES AND DETAILSC0071 WATER RETICULATION LAYOUTSIGNS AND LINEMARKINGC0085 SIGNS AND LINEMARKING LAYOUTSTORMWATER CATCHMENTSC0090 STORMWATER DRAINAGE CATCHMENT SHEET 1C0091 STORMWATER DRAINAGE CATCHMENT SHEET 2C0092 STORMWATER DRAINAGE CATCHMENT SHEET 3

CMDG STANDARD SPECIFICATIONSC201 CONTROL OF TRAFFICC211 CONTROL OF EROSION AND SEDIMENTATIONC212 CLEARING AND GRUBBINGC213 EARTHWORKSC220 STORMWATER DRAINAGEC222 PRECAST BOX CULVERTSC224 OPEN DRAINS INCLUDING KERB & GUTTER (CHANNEL)

C230 SUBSURFACE DRAINAGE GENERALC231 SUBSOIL AND FOUNDATION DRAINSC232 PAVEMENT DRAINSC241 STABILISATIONC242 FLEXIBLE PAVEMENTSC244 SPRAYED BITUMINOUS SURFACINGC261 PAVEMENT MARKINGSC262 SIGNPOSTINGC265 BOUNDARY FENCINGC271 MINOR CONCRETE WORKSC273 LANDSCAPINGC401 WATER RETICLUATIONC402 SEWERAGE SYSTEM

ROADWORKS/ EARTHWORKSCMDG-R-051 CONCRETE PATHWAY/ BIKEWAY DETAILS

CMDG-R-060 STANDARD KERB AND CHANNEL PROFILES

CMDG-R-060A STANDARD KERB AND CHANNEL PROFILES

CMDG-R-081 SIGN LOCATION AND INSTALLATION DETAILS

CMDG STANDARD DRAWING LIST

DRAINAGECMDG-D-033 MINIMUM PIPE COVER FOR CONSTRUCTION LOADS - STEEL REINFORCED

CONCRETE PIPES

SEWERCMDG-S-005 SEWER/ WATERMAIN INFORMATION FITTING & BEND SYMBOLS, PIPE

INFORMATION AND GENERAL NOTES

CMDG-S-020 ACCESS CHAMBERS 1050mm NOM. DIA INSITU CONSTRUCTION

CMDG-S-023 ACCESS CHAMBERS ALTERNATIVE DROPS INSITU CONSTRUCTION

CMDG-S-024 ACCESS CHAMBERS 1050mm NOM. DIA BASELINER CONSTRUCTION

CMDG-S-030 HOUSE CONNECTION BRANCHES

CMDG-S-090 SEWER CONSTRUCTION PIPELINE CONSTRUCTION TYPES

WATERCMDG-W-040 BEDDING AND BACKFILL FOR WATER MAIN CONSTRUCTION

CMDG-W-041 WATER MAIN THRUST BLOCK DETAILS

CMDG-W-060 HYDRANT AND VALVE INSTALLATION

CMDG-W-061 HYDRANT AND VALVE SURFACE BOXES

FIG ST

GUM ST OLIFFE ST

BOONERY ST

ELM ST

ACACIA ST

UMBRELLA ST

EUCALYPTUS ST

BENDEE CRES

ACACIA ST

BLACKBULL ST

CORK ST

BEAN ST

KURRAJONG ST

FEM ST

BOX ST

FIR ST

BOREE ST

BORONIA ST

MACKEN

ZIE ST

BAUMAN WAYBAUMAN WAY

BREMNER ST

ADAMS CRES

YEATES AVE

BLAIN ST

AUTH

UR S

T

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[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0010

EARTHWORKS NOTES ANDDETAILS

EARTHWORKS NOTES1. NOTWITHSTANDING THE LIMITS OF CUTTING & FILLING SHOWN ON

THE DRAWINGS, THE ACTUAL LIMITS SHALL BE DETERMINED ON SITEBY THE SUPERINTENDENT AT THE PRE-START MEETING, ALTERATIONSTO THE EARTHWORKS MAY BE INSTRUCTED BY THE SUPERINTENDENTDURING CONSTRUCTION. FINISHED SURFACE CONTOURS MAY BEADJUSTED BY THE WRITTEN DIRECTION OF THE SUPERINTENDENTDURING CONSTRUCTION.

2. REFER TO THE SPECIFICATION FOR COMPACTION DETAILS. ALL FILLMATERIALS WILL BE PLACED IN ACCORDANCE WITH THE APPROVEDSPECIFICATION.

3. EARTHWORKS QUANTITIES ARE CALCULATED ON THE BASIS OF THEASSUMED PAVEMENT THICKNESS SHOWN ON THE DRAWINGS(EXCLUDING LOWER SUB-BASE COURSE), AND ON THE FINALALLOTMENT LEVELS ADJUSTED FOR THE STRIPPING AND REPLACEMENTOF TOPSOIL. EARTHWORK QUANTITIES ARE NET SOLID VOLUMES.

4. ALL SITE PREPARATION SHALL BE CARRIED OUT IN ACCORDANCE WITHAS3798-(LATEST VERSION), "GUIDELINES ON EARTHWORKS FORCOMMERCIAL & RESIDENTIAL DEVELOPMENTS".

5. THE SITE SHALL BE STRIPPED OF ALL TOPSOIL FROM ALL THE CUT ANDFILL AREAS AND ROAD RESERVES, INCLUDING ANY CARPARKING AREASAND STOCKPILED FOR LATER USE. THE GEOTECHNICAL CONSULTANT ISTO CONFIRM THAT ALL ORGANIC SOIL HAS BEEN REMOVED PRIOR TOTHE COMMENCEMENT OF FURTHER EARTHWORKS.

6. WHERE UNSUITABLE MATERIAL IN AREAS TO BE FILLED ISENCOUNTERED, THIS WILL BE TREATED AS SET OUT IN THESPECIFICATION.

7. LEVEL 1 INSPECTION & TESTING IS TO BE IMPLEMENTED ON THE SITE INACCORDANCE WITH AS 3798-(LATEST VERSION), "GUIDELINES ONEARTHWORKS FOR COMMERCIAL & RESIDENTIAL DEVELOPMENTS".THE INSPECTION & TESTING AUTHORITY IS TO PROVIDE A COMPLIANCECERTIFICATE & REPORT SETTING OUT THE INSPECTIONS, SAMPLING &TESTING CARRIED OUT DURING THE BULK EARTHWORKS.

8. THE TOTAL COST OF THE GEOTECHNICAL INSPECTION & TESTINGAUTHORITY (GITA) FOR THE LEVEL 1 INSPECTION & TESTING IS TO BEINCLUDED IN THE LUMP SUM OF THE TENDER. THE GITA IS TOMAINTAIN DAILY SITE RECORD SHEETS AS SET OUT IN AS 3798-2007.

9. UNLESS NOTED OTHERWISE THE FREQUENCY OF TESTING IS TO BE INACCORDANCE WITH TABLE 8.1 OF AS 3798-(LATEST VERSION).

10. AFTER THE COMPLETION OF EARTHWORKS ON ALLOTMENTS, THEGEOTECHNICAL ENGINEER IS TO CERTIFY THE WORK DONE ON EACHALLOTMENT, MAKING ANY RECOMMENDATION WHERE APPROPRIATEFOR BUILDING FOUNDATION FOR EACH LOT.

11. THE CONTRACTOR IS TO COMPLY WITH ALL REGULATIONSCONCERNING WORK HOURS, WARNING SIGNS, FENCING OR SECURITY& EMISSIONS FROM THE SITE INCLUDING DUST, WATER, SILT, NOISE &SMOKE.

12. FILL BATTER SLOPES ARE TO BE OVERFILLED & TRIMMED BACK TOPROFILE.

13. THE EARTHWORKS FOR RETAINING WALLS IN FILL IS TO BE OVERFILLED& CUT BACK TO SUIT THE RETAINING WALL & CONSTRUCTIONMETHODS.

14. ALL VEHICLES EXITING FROM THE SITE WILL DO SO VIA THETEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP. VEHICLESWILL BE CLEANED & TREATED AS TO PREVENT MATERIAL BEINGTRACKED OR DEPOSITED ON THE ADJOINING PUBLIC ROADS. REFEREROSION & SEDIMENT DRAWINGS FOR FURTHER DETAILS OF EROSION& SEDIMENT CONTROLS.

ALL THICKNESS / DEPTHS OF BLINDING LAYER / SELECT FILLAND SLABS ARE INDICATIVE ONLY. CONTRACTOR TOCONFIRM / CHECK THESE THICKNESS / DEPTHS WITHSTRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY DISCREPANCY FOUND BETWEEN THICKNESSES / DEPTHSTO BE REFERRED TO SUPERINTENDENT FOR CLARIFICATION.

110

NATURAL SLOPE

COMPACTION ON SLOPES DETAILN.T.S.

NOTE: COMPACTION ON SLOPES GREATER THAN 1 IN 10 TOBE KEYED AS SHOWN UNLESS DIRECTED OTHERWISE BY

THE GEOTECHNICAL ENGINEER

300m

m

WIDTH VARIES 0.5m MIN

N.T.SCUT & FILL FOR BUILDING PLATFORM

BUILDING PLATFORM FILL

STRUCTURAL SLAB

BLINDING LAYER

BUILDING PLATFORM LEVEL

NATURAL SURFACE

BUILDING PLATFORM FILL (MIN. CBR 15) 150mm THICK TYPICAL.REFER STRUCTURAL ENGINEER PLANS FOR SLAB & BUILDINGPLATFORM FILL THICKNESS.

CUT

BULK EARTHWORKS LEVEL1-

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A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES


Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

100 5 15 201 : 500 / 1 : 1000

25m

B


C0011

EARTHWORKS LAYOUT

PLANSCALE A

CUT

FILL

PROPOSEDEXISTING

LEGEND

FENCE

CONTOURS

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

ROOFWATER DRAINAGE

OPEN CHANNEL

OVER HEAD POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

TOE OF BATTER

TOP OF BATTER

BATTERTOE OF BATTER

TOP OF BATTER

ABANDONED SERVICE

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

BULK EARTHWORKS LEVEL

UNDER GROUND POWER

5252

61.35

TREE

NOTE:1. STOCKPILES TO THE NORTH OF THE SITE

ARE TO BE USED AS FILL ON THE SITE.2. ANY DISTURBED SOIL ON THE STOCKPILES

IS TO BE HYDROMULCHED UPONCOMPLETION OF USE.

BREMNER STREET

ROAD 1ROAD 1

1SP235822

1SP235822

1SP235822

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building Demountable

Building

Demountable

Building

Demountable

BuildingDemountable

Building

Demountable

BuildingDemountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Carpark(Bitumen) Carpark

(Bitumen)

B337131

34B337131

32B337131

31B337131

23B337130

13B337130

12B337130

11B337130

4B337136

33B337131

30

31

32

13

14

1516

1211

10

9

8

1

2

3

4

5

333435

17 1819

2021

22

23

24

25

26

27

28

29

102

103104

167.70 167.60

167.50

167.40

167.30

167.20

167.10166.90

166.80

168.10

167.90

167.

80

167.80

167.80

167.

70

167.70

167.

60

167.

50

168.10

167.90

167.00

168.00

168.00

168.60

168.50

168.40

168.30

168.20

168.10

168.10

167.90

167.90

167.9

0

167.90

167.80

167.80

167.80

167.70

167.70

167.60

167.50

167.

50

167.50 167.40

167.4

0

167.30

167.

30

167.20

167.

20

167.

10

167.

10

166.9

0

166.

90

166.90

166.90

166.90

166.90

166.9

0

166.

80

166.

80 166.

70 166.

60

166.50

166.

50

166.40

166.

40

166.40

166.

40

166.40

166.4

0

166.

30

166.30

166.

30

166.

20

166.

20

166.20

166.

20

166.

20

166.

10

165.90

165.90

165.

90

165.80165.80 165.70165.70

168.00

168.00

168.00

168.00

167.0016

7.00

167.

00

166.

00

167.60

167.50

167.40

167.30

167.50

167.

50

167.40 167.

4016

7.30

167.30 167.20167.10

166.90

166.80

166.70

166.70

166.70

166.

70

166.60 166.60

166.60

166.

60

166.50166.50

166.

50

166.50

166.

50

166.40 166.40

166.

40

166.30 166.30

167.00

168.60168.60168.50

168.40 168.40

168.40

168.

40

168.30

168.

30

168.30

168.

20

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20

168.20

168.

10

168.

10

168.10

167.

90

167.90

167.

9016

7.90

167.90

167.80

167.

80

167.8

0

167.70

167.7

0

167.60

167.50

167.50

167.40

167.30 167.20

167.10

167.10

166.90

166.90

166.90

166.80

166.80

166.70

166.70

166.60

168.

0016

8.00

168.00

168.

00

167.00

167.00

167.00

EXISTING ROOFWATERTO BE REMOVED TONEW PIT.

EXISTING SEWERTO BE REMOVED

TO NEXT MANHOLE.

EXISTING DRIVEWAYTO BE REMOVED.

STOCKPILESTOCKPILE

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Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0020

EROSION & SEDIMENTNOTES AND DETAILS

SEDIMENT

12mm WIRE NETTING ALL SIDES

RUNOFF WATERWITH SEDIMENT

FIELD INLET SEDIMENT TRAP

OVERFLOWCONCRETE MASONRY BLOCKS(150 SERIES)

FIELD INLET WITH GRATE

FILTERED WATER

CONCRETE MASONRY BLOCKS (150 SERIES)

INLET WITH GRATE

GRAVEL FILTER, REFER GRADING B,TABLE 9 OF TMR SPECIFICATIONMRS11.05, EXCLUDE MATERIAL FINERTHEN AS SIEVE 2.36mm.

N.T.S.

DIRECTION OF FLOW

N.T.S.SILT FENCE ELEVATION

200

600

MAX

SL42 FABRIC TO AS 1304DISTURBED AREA

3000

MAX

GEOTEXTILE FABRIC

POSTS OR STEEL PICKETSDRIVEN 600mm INTO GROUND

100 MIN VERTICAL OVERLAP OFFABRIC UNDISTURBED AREA

BACKFILL

GRATE TO BELINED WITHGEOFABRIC.

N.T.S.

BIDM WRAPPEDSOCK TO BE FILLED

WITH GRAVEL

RUNOFF

ON GRADE KERB INLET SEDIMENTTRAP ON EXISTING ROADS

EROSION & SEDIMENTATION CONTROL NOTES:

1. TOPSOIL1.1. STRIP & STOCKPILE AVAILABLE TOPSOIL (ASSUMED AVERAGE DEPTH

150mm) FROM ALL DISTURBED AREAS PRIOR TO BULK EARTHWORKS.GRADE BULK EARTHWORKS SURFACE LEVEL EVENLY TO ENSURE SITEIS FREE DRAINING.

1.2. MINIMUM SLOPE ACROSS SITE TO BE 0.5%.1.3. ALL FOOTPATHS, BATTERS, & EARTHWORK AFFECTED AREAS ARE TO

BE TOPSOILED TO A MINIMUM DEPTH OF 100mm (LIGHTLYCOMPACTED) & TURFED WHERE SPECIFIED.

1.4. SEDIMENT FENCES TO BE PLACED AS SHOWN. FOR DETAILS OFSEDIMENT FENCE REFER TO IPWEAQ STD DWG DS-040. SEDIMENTFENCES TO BE REPAIRED & EXCESSIVE SEDIMENT DEPOSITS SHALL BEREMOVED ONCE CAPACITY FALLS BELOW 75 %.

2. SEDIMENT FENCES2.1. FOR DETAILS OF SEDIMENT FENCE REFER TO IPWEAQ STD DWG

DS-0402.2. SEDIMENT FENCES TO BE REPAIRED AS REQUIRED & EXCESSIVE

SEDIMENT DEPOSITS SHOULD BE REMOVED.2.3. IN THE EVENT OF WET WEATHER, INSTALL KERB INLETS FILTER WITH

GRAVEL RANGING FROM 50mm TO 75mm IN SIZE. REFER IPWEAQSTANDARD DRAWING DS-041. IF THE GRAVEL FILTER BECOMESCLOGGED WITH SEDIMENT DURING ITS USE, THE GRAVEL MUST BEPULLED AWAY FROM THE MESH & CLEANED OR REPLACED.

2.4. REGULAR WEEKLY CHECKS OF SILT FENCES IS TO BE MADE ALONGWITH A CHECK AFTER ANY SIGNIFICANT STORM EVENT TO ENSUREINTEGRITY & PERFORMANCE.

3. TURFING3.1. PROVIDE TURFING TO ENTIRE WIDTH OF ALL SWALES, FOOTPATHS, &

1 IN 4 CUT & FILL BATTERS.3.2. FOOTPATH BATTERS ARE TO BE STABILISED WITH TOPSOIL (&

TURFED) AS SOON AS PRACTICAL AFTER THE BATTERS HAVE BEENCOMPLETED. REMAINING EXPOSED AREAS ON LOTS ARE TO BESEEDED & MULCHED (E.G HYDROMULCH).

4. DURING CONSTRUCTION SEQUENCE4.1. TOPSOIL STOCKPILE SITE TO HAVE A SEDIMENTATION FENCE

CONSTRUCTED ON DOWNSTREAM SIDE.4.2. SEDIMENTATION FENCES TO BE PLACED AS SHOWN.4.3. REGULARLY INSPECT BANKS & REPAIR ANY SLUMPS, WHEEL TRACK

DAMAGE OR LOSS OF FREEBOARD.4.4. REMOVE SEDIMENT TO AVOID PONDING FROM CATCH DRAINS.4.5. REMOVE EXCESSIVE SEDIMENT FROM UPSTREAM OF CHECK DAM.4.6. ROAD RESERVE TO BE USED AS HAUL ROAD.4.7. A CATCH DRAIN BANK IS TO BE PROVIDED ON THE TOP SIDE OF ALL

CUTS & DISCHARGE EITHER TO UNDISTURBED GRASS LANDS OR TOTHE CROSS ROAD DRAINAGE

4.8. SUPPLEMENTARY EROSION & SEDIMENT CONTROL DEVICES MAY BEREQUIRED AT THE DISCRETION OF THE ENGINEER.

4.9. WATER QUALITY SAMPLES MUST BE TAKEN & ANALYSED PRIOR TOTHE RELEASE OF ANY WATER FROM THE SEDIMENT POND. WATERQUALITY MUST SATISFY THE FOLLOWING CRITERIA: TSS<50mg/L pHBETWEEN 6.5 & 8.5. IF WATER QUALITY FAILS THE CRITERIA THENTHE USE OF A GYPSUM FLOCCULENT IS TO BE APPLIED AS DIRECTEDBY THE MANAGING CONTRACTOR OR CONSULTING ENGINEER.

4.10. ALL WATER QUALITY DATA INCLUDING DATES OF RAINFALL, TESTING& WATER RELEASE MUST BE MAINTAINED IN AN ON-SITE REGISTER.THIS REGISTER IS TO BE MAINTAINED FOR THE DURATION OF THEAPPROVED WORKS & BE AVAILABLE ON SITE FOR INSPECTION ONREQUEST.

4.11. GRASS SEEDING IS TO ACHIEVE 70% COVER WITHIN 30 DAYS OFCOMPLETION OF EARTHWORKS.

5. FOLLOWING CONSTRUCTION5.1. SEDIMENTATION FENCES TO BE MAINTAINED UNTIL TURFING IS

COMPLETED & GRASS IS 80% ESTABLISHED.5.2. SEDIMENT BASINS TO BE CHECKED & DE-SILTED AFTER EVERY

SIGNIFICANT STORM EVENT OR IN THE CASE OF NO SIGNIFICANTSTORM EVENT, EVERY 12 WEEKS.

RUNOFF FROM PADDIRECTED TO SEDIMENT

TRAP.

NOTE 1: UNBOUND PAVEMENT MATERIAL(GRAVEL) TO GRADING B, TABLE 9 OFTMR SPECIFICATION MRS11.05, EXCLUDEMATERIAL FINER THAN AS SIEVE 2.36mm.

CATTLE GRID 3.0m NOMWIDTH SET 300mmABOVE GROUND

3.0mMIN

10.0mMIN

5.0mMIN

100

NO

M

300

GEOTEXTILE FABRIC,BIDUM U34 OR SIMILAR.

PROPERTY

ALIGNMENT

CONSTRUCTION SITE

TEMPORARY CONSTRUCTIONENTRY / EXIT SEDIMENT TRAPNTS

EROSION & SEDIMENT CONTROL PROGRAM1. THIS PROGRAM AND ASSOCIATED PLANS SHALL BE READ IN CONJUNCTION WITH THE SITE

MANAGEMENT SPECIFICATION INCORPORATED IN THE CONTRACT DOCUMENTS. THEPROVISIONS OF THE SPECIFICATION ARE TO BE STRICTLY ADHERED TO.

2. THE BASIC OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL ARE :

2.1 IDENTIFY CRITICAL AREAS AND PROVIDE SPECIAL ATTENTION TO THOSE AREAS.

2.2 PLAN SITE LAYOUTS SO THAT ACCESS TO ALL REQUIRED DRAINAGE EROSION AND SEDIMENTCONTROL MEASURES IS MAINTAINED.

2.3 LIMIT EXPOSURE TIME BY PROGRAMMING TO MINIMISE THE AREA OF LAND EXPOSED TOPOTENTIALLY ADVERSE WEATHER CONDITIONS AT ANY ONE TIME.

2.4 PROVIDE CONTROL MEASURES INCLUDING TEMPORARY AND PERMANENT DRAINAGE, EROSIONAND SEDIMENT CONTROLS.

3. THE EROSION AND SEDIMENT CONTROL SHALL COMPLY WITH LOCAL AUTHORITY EROSIONAND SEDIMENT CONTROL STANDARDS, THE SOIL EROSION AND SEDIMENTATION CONTROL -ENGINEERING GUIDELINES FOR QUEENSLAND (CURRENT EDITIONS), AND ALL OTHER LOCALAUTHORITY EROSION AND SEDIMENT CONTROL GUIDELINES.

4. ALL ESC DEVICES ARE TO BE INSPECTED WEEKLY, PRIOR TO EXPECTED AND AFTER RAINFALL.ANY DAMAGE OR EXCESS EROSION/ SEDIMENT IS TO BE REPAIRED AND MANAGED ASREQUIRED TO MAINTAIN CONTROL DEVICES.

5. WATER DISCHARGE5.1 CRITERIA: Samples must be taken and analysed prior to the release of water from ponds.

• TSS<50 mg/L• pH BETWEEN 6.5 AND 8.5.

5.2 TREATMENT:• High TSS: Add Gypsum. Recommended 32 to 70kg/400m³ water.

• Low ph: Add Aglime/Hydrated Lime or Sodium Bicarbonate. Refer to table below as a generalguide for minimum dosage rates.

CurrentWater pH [H+] (mol/L)

H+ in 1Megalitre

(mol)

Aglime toneutralise 1

Megaliter (kgpure CaCO3)

Hydrated Lime toneutralise 1

Megalitre (kg pureCa(OH)2)

Sodiumbicarbonate to

neutralise 1Megalitre (kg pure

NaHCO3)

0.5 0.316 316228 15824 11716 265631 0.1 100000 5004 3705 8390

1.5 0.032 32000 1600 1185 26862 0.01 10000 500 370 839

2.5 0.0032 3200 160 118 2693 0.001 1000 50 37 84

3.5 0.00032 320 16 12 274 0.0001 100 5 4 8.4

4.5 0.000032 32 1.6 1.18 2.695 0.00001 10 0.5 0.37 0.84

5.5 0.0000032 3.2 0.16 0.12 0.276 0.000001 1 0.05 0.037 0.08

6.5 0.00000032 0.32 0.016 0.012 0.027

• High pH: Add Citric Acid. Testing for both pH & Alkalinity are necessary to determine dosagerates.

6. ALL WATER QUALITY DATA INCLUDING DATES OF RAINFALL, TESTING AND WATER RELEASEMUST BE MAINTAINED IN AN ON-SITE REGISTER. THIS REGISTER IS TO BE MAINTAINED FOR THEDURATION OF THE APPROVED WORKS AND BE AVAILABLE ON SITE FOR INSPECTION ONREQUEST.

7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL (ESC) MEASURES TO BE MAINTAINED ANDFULLY OPERATIONAL DURING THE MAINTENANCE PERIOD AND ARE TO BE REMOVED ASADVISED BY THE MANAGING CONTRACTOR AND CONSULTING ENGINEER.

8. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR IS TO PROVIDE ADETAILED PROGRAM TO THE MANAGING CONTRACTOR AND CONSULTING ENGINEERSHOWING THE TIMING FOR ALL WORKS ASSOCIATED WITH THE PROJECT, NOMINATING, INPARTICULAR, THE PROGRAM FOR INSTALLATION OF SOIL AND EROSION CONTROL SYSTEMS.

9. EARTHWORKS SHALL BE CARRIED OUT IN SUCH A MANNER THAT THE SITE IS MAINTAINED IN AWELL DRAINED CONDITION, AREAS OF LOOSE SOIL ARE MINIMISED AND CONCENTRATIONS OFSTORMWATER ARE MINIMISED.

10. CONSTRUCTION EXIT SHALL BE AT ONLY ONE NOMINATED POINT OFF THE MAIN ENTRANCEROAD.

11. FOR DETAILS OF TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP REFER TO IPWEAQSTANDARD DRAWING DS-040.

12. SUPPLEMENTARY EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED AT THEDISCRETION OF THE MANAGING CONTRACTOR OR CONSULTING ENGINEER.

13. SEDIMENT CONTROL DEVICES SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS.SEDIMENT TRAPS SHALL REMAIN IN PLACE UNTIL AT LEAST 70% SOIL COVERAGE UPSTREAMAND DOWNSTREAM OF THE DEVICE IS ACHIEVED.

14. SEDIMENT FENCES TO BE PLACED AS SHOWN. FOR DETAILS OF SEDIMENT FENCE REFER TOIPWEAQ STANDARD DRAWING DS-041. THE ENDS OF ALL SEDIMENT FENCES ARE TO RETURNUP THE CONTOUR SO AS TO RETAIN ALL SEDIMENT.

15. SEDIMENT FENCES TO BE REPAIRED AND EXCESSIVE SEDIMENT DEPOSITS SHALL BE REMOVEDONCE THE FENCE REACHES 75% OF ITS CAPACITY.

16. EXCAVATED MATERIAL WILL BE PLACED DIRECTLY INTO FILL AREAS IN ACCORDANCE WITH THEAPPROVED EARTHWORKS SPECIFICATION.

17. ANY IMPORTED FILL MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF THESPECIFICATION.

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Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

100 5 15 201 : 500 / 1 : 1000

25m

B


C0021

EROSION & SEDIMENTCONTROL LAYOUT

SILT FENCE

INLET SEDIMENT TRAP

PROPOSEDEXISTING

LEGEND

FENCE

CONTOURS

PROPERTY BOUNDARY

STORMWATER DRAINAGE

ROOFWATER DRAINAGE

OPEN CHANNEL

52 52

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

TOE OF BATTER

TOP OF BATTER

BATTER

STONE PITCHING

TOE OF BATTER

TOP OF BATTER

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

CUT

TEMPORARY CONSTRUCTIONENTRY/EXIT SEDIMENT TRAP

SUB SOIL DRAINAGE &CLEANOUT

FILL

PLANSCALE A

TREE

1SP235822

1SP235822

1SP235822

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable


Building

Demountable

Building

Demountable

BuildingDemountable

Building

Demountable

BuildingDemountable

Building

Demountable

Building

Demountable

Building

Demountable

Building


(Bitumen)

B337131

34B337131

32B337131

31B337131

23B337130

13B337130

12B337130

11B337130

4B337136

33B337131

30

31

32

13

14

1516

1211

10

9

8

1

2

3

4

5

333435

17 1819

2021

22

23

24

25

26

27

28

29

102

103104

167.70 167.60

167.50

167.40

167.30

167.20

167.10166.90

166.80

168.10

167.90

167.

80

167.80

167.80

167.

70

167.70

167.

60

167.

50

168.10

167.90

167.00

168.00

168.00

168.60

168.50

168.40

168.30

168.20

168.10

168.10

167.90

167.90

167.9

0

167.90

167.80

167.80

167.80

167.70

167.70

167.60

167.50

167.

50

167.50 167.40

167.4

0

167.30

167.

30

167.20

167.

20

167.

10

167.

10

166.9

0

166.

90

166.90

166.90

166.90

166.90

166.9

0

166.

80

166.

80 166.

70

166.60

166.

60

166.50

166.

50

166.40

166.

40

166.40

166.

40

166.40

166.4

0

166.

30

166.30

166.

30

166.

20

166.

20

166.20

166.

20

166.

20

166.

10

165.90

165.90

165.

90

165.80165.80 165.70165.70

168.00

168.00

168.00

168.00

167.0016

7.00

167.

00

166.

00

167.60

167.50

167.40

167.30

167.50

167.

50

167.40 167.

4016

7.30

167.30 167.20167.10

166.90

166.80

166.70

166.70

166.70

166.

70

166.60 166.60

166.60

166.

60

166.50166.50

166.

50

166.50

166.

50

166.40 166.40

166.

40

166.30 166.30

167.00

168.60168.60168.50

168.40 168.40

168.40

168.

40

168.30

168.

30

168.30

168.

20

168.

20

168.20

168.

10

168.

10

168.10

167.

90

167.90

167.

9016

7.90

167.90

167.80

167.

80

167.8

0

167.70

167.7

0

167.60

167.50

167.50

167.40

167.30 167.20

167.10

167.10

166.90

166.90

166.90

166.80

166.80

166.70

166.70

166.60

168.

0016

8.00

168.00

168.

00

167.00

167.00

167.00

BREMNER STREET

ROAD 1ROAD 1

EXISTING SILT FENCE TO BEREINSTATED AROUND STOCKPILE

AS A PERMANENT MEASURE.

EXISTING SILT FENCE TO BEREINSTATED AROUND STOCKPILEAS A PERMANENT MEASURE.

STOCKPILESTOCKPILE

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PANTEX PTY LTD

B


C0030

SITEWORKS AND DRAINAGENOTES AND DETAILS

300

MIN

.

X (VARIES)REFER TABLE

TRENCH WIDTH(VARIES)

300MIN.

GRANULAR PAVEMENTFULL DEPTH ASPHALT PAVEMENT

TRANSVERSE TRENCH: 2200 MINLONGITUDINAL TRENCH: TO MATCH ROAD LANE WIDTH

TABLETRENCH WIDTH

(TW) X

<600 TW/2(150 MIN.)

>600 300 MIN.

50

STRUCTURALASPHALT TO

MATCH EXISTING

CLASS 1 UNBOUNDMATERIAL TO MATCH

EXISTING ORSTRUCTURAL ASPHALT

EXISTING GRANULARPAVEMENT

EXISTING ASPHALTPAVEMENT

BOTTOM PAVEMENT LAYER

LEAN MIX CONCRETE LAYER

EXISTING ROAD SURFACE

TRENCH THROUGH EXISTING ROAD

50 THICK LAYER OF BEDDING SAND BETWEENTOP OF TRENCH BACKFILL AND THE LEAN MIXCONCRETE LAYER.LEAN MIX CONCRETE, FLOWABLE FILL ORSTABILISED SAND.IF FLOWABLE FILL CONCRETE OR OTHER LOWPERMEABLE FILL USED TO SURROUND SERVICE,PROVIDE 50 THICK LAYER OF BEDDING SAND.

BACKFILL/BEDDING OF SERVICE/CONDUIT TOSERVICE AUTHORITY SPECIFICATION.

100-150 THICK TO SUIT SERVICE PROVIDERREQUIREMENTS

750

MIN

. (M

INO

R RD

S)12

00 M

IN. (

MAJ

OR

RDS)

VARI

ES

SEAL JOINS AND TACK COATBETWEEN ASPHALT SURFACES.

50

NOTE:PLEASE NOTE THAT THE STORMWATER QUALITYMANAGEMENT PLAN NOMINATED IS A COMPLETESYSTEM. SHOULD THE CONTRACTOR PROPOSE ANALTERNATIVE THEN SUPPORTING DESIGN FOR THEENTIRE SYSTEM WILL NEED TO BE SUBMITTED TO THEENGINEER FOR APPROVAL.

0.500

2.200 1.000

1 in 21 in 2 GRADE VARIES

EXISTINGSURFACE

DESIGNSURFACE

TYPICAL BUND SECTIONSCALE 1:100

3.02.01.00 5.04.01 : 100 / 1 : 200

m

PAVEMENT TYPE 1

ASSUMED SUBGRADE CBR

2 COAT CHIP SEAL

200mm BASE COURSE (MRS 2.3)PROVISIONALSUBGRADE LEVEL

DESIGN CHART/ESA

PROVISIONAL COMBI-GRID GEO-MATERIAL3

150

CMDG BSC NIB PROFILE

PAVEMENT

NO

MIN

AL K

ERB

LIN

E

REFER CMDG STD DWG CMDG-R-060A FORDETAILS N.T.S.

150

LIP LEVELSREFER TO

THIS POINT

STANDARD SITEWORKS NOTESFLEXIBLE PAVEMENTS1. PAVEMENT AND SURFACING1.1 PAVEMENT THICKNESSES SHOWN ON DRAWINGS ARE PRELIMINARY. THE

SUPERINTENDENT WILL NOMINATE FINAL PAVEMENT THICKNESSESFOLLOWING DETAILED SUBGRADE EVALUATION AS NOMINATED IN THESPECIFICATIONS.

1.2 A PRIMER IS REQUIRED ON THE BASE COURSE SURFACE BEFORE ANYASPHALTIC CONCRETE SURFACING, OR SEALING, IS CARRIED OUT. REFERSPECIFICATION FOR TYPICAL REQUIREMENTS. DETAILS TO BE CONFIRMEDWITH THE SUPERINTENDENT PRIOR TO CONSTRUCTION.

1.3 BITUMINOUS SURFACING SHALL NOT BE COMMENCED UNTIL THE PROFILE,SURFACE COMPACTION, QUALITY AND FINISH OF THE PAVEMENT HAVE BEENAPPROVED BY THE SUPERINTENDENT. SHOULD THE PAVEMENT, DUE TO ANYREASON OR CAUSE, LOSE THE REQUIRED QUALITY, STABILITY, DENSITY ORFINISH BEFORE THE SURFACING IS COMPLETE, IT SHALL BE RECTIFIED AT THEEXPENSE OF THE CONTRACTOR.

2. MATERIALS2.1 WHERE PAVEMENT MATERIALS ARE SPECIFIED BY SOAKED CBR VALUES, THIS

SHALL BE DEFINED AS THE FOUR DAY SOAKED CBR VALUE WHEN TESTING INACCORDANCE WITH AS 1289.6.1.1 - METHOD 6.1.1

2.2 ALL PAVEMENT MATERIAL INCORPORATED INTO THE FINISHED PAVEMENTSHALL BE FREE FROM STICKS, ORGANIC MATTER, CLAY LUMPS AND OTHERDELETERIOUS MATERIAL. VISUAL INSPECTION OF THE MATERIAL DURING ANDAFTER PLACEMENT SHALL BE USED TO ENSURE COMPLIANCE WITH THISCLAUSE.

MATERIAL COMPLIANCE TESTING1. PRIOR TO DELIVERY OF ANY MATERIAL ON SITE SUBMIT MATERIAL

COMPLIANCE TEST RESULTS TO THE SUPERINTENDENT2. TESTING REQUIRED TO DEMONSTRATE COMPLIANCE OF MATERIALS SHALL BE

UNDERTAKEN AT THE RATE OF ONE (1) TEST PER 500 CUBIC METRES SOLIDMEASUREMENT OR PART THEREOF UNLESS OTHERWISE DETERMINED BY THESUPERINTENDENT OR SPECIFIED UNDER THE JOB SPECIFICATION.

SUBGRADE INSPECTIONS AND TESTING1. SUBGRADE INSPECTIONS1.1 THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT TWENTY-FOUR (24)

HOURS IN ADVANCE OF WHEN THE SUBGRADE WILL BE READY FOR THESUPERINTENDENT'S INSPECTION. PAVING SHALL NOT COMMENCE UNTIL THESUPERINTENDENT HAS INSPECTED AND APPROVED THE SUBGRADEPREPARATION.

2. SUBGRADE TESTING2.1 THE MINIMUM STANDARDS OF COMPACTION SHALL BE:

SUBGRADE - 100% STANDARD COMPACTIONSUBGRADE REPLACEMENT MATERIAL - 95% MODIFIED COMPACTIONSUB-BASE - 95% MODIFIED COMPACTIONBASE - 98% MODIFIED COMPACTION

2.2 COMPACTION TESTS ARE REQUIRED ON SUBGRADE, SUBGRADE REPLACEMENT,SUB-BASE AND BASE LAYERS AT A FREQUENCY OF ONE (1) TEST PER 100METRES FOR ROADWAY OR ONE (1) TEST PER 500m2 FOR GENERAL PAVING

SIDE DRAINS & CONDUITS1. SIDE DRAINS

SUB-SURFACE PAVEMENT DRAINS ARE TO BE PROVIDED BENEATH ALL KERBAND KERB AND CHANNEL UNLESS NOTED OTHERWISE. SIDE DRAINS SHOULDBE FREE DRAINING AND CONNECTED TO THE NEAREST STORMWATER PIT OROUTLET AT 1% GRADE. REFER SPECIFICATION AND STANDARD DRAWINGS.

2. SERVICE CONDUITSTHE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITHTHE SUPERINTENDENT PRIOR TO CONSTRUCTION.

450

CMDG TYPE 1 - BARRIER KERB AND CHANNEL

PAVEMENTN

OM

INAL

KER

B LI

NE

REFER CMDG STD DWG CMDG-R-060 FORDETAILS N.T.S.

150

LIP LEVELSREFER TO

THIS POINT

CMDG TYPE 6 - CONCRETE INVERT (600 WIDE)

PAVEMENT

REFER CMDG STD DWG CMDG-R-060 FORDETAILS N.T.S.

150

KERB

FAC

E ALL SETOUT IS TOTHE KERB FACE.

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DATE DATE

CHECKED

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Facsimile


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Phone (07) 3013 4699(07) 3013 4611

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PANTEX PTY LTD

100 5 15 201 : 500 / 1 : 1000

25m

B


C0031

SITEWORKS AND DRAINAGELAYOUT

PROPOSEDEXISTING

LEGEND

TREE

FENCE

CONTOURS

WATER

TELSTRA

SEWER

OPEN CHANNEL

OVER HEAD POWER

PRAM RAMP

TRAFFIC SIGN

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

TOE OF BATTER

TOP OF BATTER

BATTERTOE OF BATTER

TOP OF BATTER

ABANDONED SERVICE

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

5252

ROOFWATER DRAINAGE

STORMWATER DRAINAGE

UNDER GROUND POWER

PROPERTY BOUNDARY

SUB SOIL DRAINAGE &CLEANOUT

PLANSCALE A

SPEED HUMP

PAVEMENT TYPE 1

167.70 167.60

167.50

167.40

167.30

167.20

167.10166.90

166.80

168.10

167.90

167.

80

167.80

167.80

167.

70

167.70

167.

60

167.

50

168.10

167.90

167.00

168.00

168.00

168.60

168.50

168.40

168.30

168.20

168.10

168.10

167.90

167.90

167.9

0

167.90

167.80

167.80

167.80

167.70

167.70

167.60

167.50

167.

50

167.50 167.40

167.4

0

167.30

167.

30

167.20

167.

20

167.

10

167.

10

166.9

0

166.

90

166.90

166.90

166.90

166.90

166.9

0

166.

80

166.

80 166.

70

166.60

166.

60

166.50

166.

50

166.40

166.

40

166.40

166.

40

166.40

166.4

0

166.

30

166.30

166.

30

166.

20

166.

20

166.20

166.

20

166.

20

166.

10

165.90

165.90

165.

90

165.80165.80 165.70165.70

168.00

168.00

168.00

168.00

167.0016

7.00

167.

00

166.

00

168.

40

168.

60

168.

50

168.50

168.40

168.40

168.

40

168.40

168.40

168.30

168.30

168.30

168.

30

168.30

168.

30

168.

30

168.

2016

8.20

168.

20

168.

10

168.1

0

167.

90

167.80 167.80

167.80

167.8

0

167.70

167.70

167.7

0 167.60 167.60

167.60

167.60

167.50 167.50

167.50

167.50

167.50

167.50

167.50

167.50

167.50

167.50

167.40

167.40

167.40

167.40

167.30167.30

167.30

167.30

167.30

167.30

167.20

167.20

167.20

167.10

167.10

167.10

167.10

166.90

166.90

166.90

166.90

166.90

166.80

166.80

166.80

166.70

166.70

166.70

166.60

166.60

166.50

166.50

168.00

168.00

168.00

168.00

168.00

168.00

168.

00

167.00

167.00

167.00

167.00

167.00

167.00

167.00

167.00

1SP235822

1SP235822

1SP235822

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable


Building

Demountable

Building

Demountable

BuildingDemountable

Building

Demountable

BuildingDemountable

Building

Demountable

Building

Demountable

Building

Demountable

Building


(Bitumen)

B337131

34B337131

32B337131

31B337131

23B337130

13B337130

12B337130

11B337130

4B337136

33B337131

30

31

32

13

14

1516

1211

10

9

8

1

2

3

4

5

333435

17 1819

2021

22

23

24

25

26

27

28

29

102

103104

BREMNER STREET

ROAD 1ROAD 1

2C0040

3C0040

4C0040

5C0040

NEW ROOFWATER PIT

NEW FOOTPATH TOBE JOINED NEATLY TOEXISTING FOOTPATH.

1C0040

STOCKPILESTOCKPILE

FOOTPATH TO BE PLACEON TOP OF 2 1200 X 300BOX CULVERTS.

FOOTPATH TO BE PLACEON TOP OF 2 1200 X 300BOX CULVERTS.

FOOTPATH TO BE PLACEON TOP OF 2 1200 X 300

BOX CULVERTS.

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1 2 3 4 5 6 7 8 9 10 11


REVISIONDRAWING No.

APPROVED

RPEQ


DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED




Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0040

SITEWORKS SECTIONS

3.02.01.00 5.04.01 : 100 / 1 : 200

m

SECTION 2C0031SCALE 1:100




EXISTINGSURFACE

EXISTINGSURFACE

EXISTINGSURFACE

EXISTINGSURFACE

DESIGNSURFACE

DESIGNSURFACE

DESIGNSURFACE

DESIGNSURFACE

FOOTPATHFOOTPATH

BUILDING

RPRP

RPRP

RP

BUILDINGVERANDABUILDINGVERANDA

FOOTPATHFOOTPATH

RP

BUILDINGVERANDA BUILDING

BUILDINGVERANDA BUILDING

EXISTINGSURFACE

DESIGNSURFACE

EARTHWORKS

TYPE 6 CONCRETE INVERTREFER CMDG STD DWGCMDG-R-060FOR DETAILS

CARPARK

RP


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REVISIONDRAWING No.

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RPEQ


DATE DATE

CHECKED

A

B

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D

E

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G

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Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0060

SEWER RETICULATIONNOTES AND DETAILS

ALL WATER AND SEWER CONSTRUCTION WORK SHALLCOMPLY WITH THE REQUIREMENTS OF THE QUEENSLANDWORKPLACE HEALTH AND SAFETY ACT 1995. CONTACT THEDIVISION OF WORKPLACE HEALTH AND SAFETY FORINFORMATION. PHONE 1300 369 915

DESCRIPTIONNo. M.H.No.

M.H.TYPE

E.S.L. I.LTYPE

COVERSEWER

DIA. LOTNO

LIVE SEWER WORKCONSULTING ENGINEERS ARE TO CONTACT COUNCIL'S SEWERAGE UTILITY SERVICES 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION TO ARRANGE FOR THISWORK TO BE CARRIED OUT. (EXCAVATION, SAFE-SHORING AND ASSOCIATED WORK BY CONTRACTOR.) EXCAVATION WORKS CARRIED OUT BY CONTRACTORS AT DEPTHOF 1.5m OR GREATER MUST PROVIDE A 'SAFE WORK PLAN' AS PER WORKPLACE HEALTH AND SAFETY LEGISLATION TO COUNCIL PRIOR TO COUNCIL COMMENCING ANY

WORKS. IT IS THE DEVELOPERS RESPONSIBILITY TO ENSURE ALL LIVE SEWER WORKS ARE COMPLETE BEFORE ALLOWING PRIVATE DRAINAGE TO BE CONNECTED.

"DIAL BEFORE YOU DIG" TO BE CONTACTEDPH: 1100 FOR LOCATION FOR THE LOCATION OF EXISTING

PUBLIC UTILITIES, PRIOR TO EXCAVATION

LEVEL DATUM

R.P. DESCRIPTIONLOT 1 ON SP 235822

ENVIRONMENTAL NOTESVEGETATION PROTECTION

A. TREES LOCATED ALONG THE FOOTPATH SHOULD BE,TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACEDIF DESTROYED.

B. WHEN WORKING WITHIN 4m OF TREES, RUBBER ORHARDWOOD GIRDLES SHOULD BE CONSTRUCTION WITH1.8m BATTENS CLOSELY SPACED & ARRANGED VERTICALLYFROM GROUND LEVEL. GIRDLES MUST BE STRAPPED TOTREES PRIOR TO CONSTRUCTIONS & REMAIN UNTILCOMPLETION.

C. TREE ROOTS SHOULD BE TUNNELLED UNDER, RATHERTHAN SEVERED. IF ROOTS ARE SEVERED THE DAMAGEDAREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE.CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHERADVICE.

D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKENBY AN APPROVED ARBORIST.

SOILA. TOPSOIL & SUBSOIL SHOULD BE STOCKPILED SEPARATELY.B. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM

ENTERING THE STORMWATER SYSTEM. THIS MAYINVOLVE PLACING APPROPRIATE SEDIMENT CONTROLSAROUND STOCKPILES.

C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THEOUTPUTS FROM THE RISK ASSESSMENT BASED ON THEQUEENSLAND ACID SULPHATE SOIL TECHNICAL MANUALREQUIRES THAT ACID SULPHATE SOILS BE MANAGED ASFOLLOWS: (DELETE IF NO ACID SULPHATE SOILS)

REHABILITATIONA. PREDISTURBANCE SOIL PROFILES AND COMPACTION

LEVELS SHALL BE REINSTATED.B. PREDISTURBANCE VEGETATION PATTERNS SHOULD BE

RESTORED.

SAFETYA. THE DESIGN AND CONSTRUCTION OF THE WORK SHALL

COMPLY WITH ALL QUEENSLAND LEGISLATION.

ALL ENVIRONMENT PROTECTION MEASURES SHOULD BEIMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK, INCLUDINGCLEARING, COMMENCING.

SEWER DISUSEDLOCATION

PRIVATE PROPERTY C0011 150 SN8

DWG No. DIA. TYPE

30m

LENGTH

2012

YEAR LAID

-

IN-SITU

-

PRECAST

JOB No. 12089

MH MH

-

MS

-

HB

-

VB

-

OTHER

NUMBER OF MH, MS, HB & VB

PROPERTY CONNECTIONS HAVE BEEN DESIGNED TOCONTROL THE REQUIRED SERVICE AREA OF EACH LOT AT AGRADE OF 1:60 AND A MAXIMUM DEPTH OF HOUSECONNECTION AT 1.5m. UNLESS OTHERWISE STATED.

1(A) CONSTRUCTOR TO CONSTRUCT NEW MAINTENANCE HOLE1/1 OVER EXISTING SEWER AND BENCH AND RENDER UPYO PIPE BUT NOT REMOVE CROWN OF PIPE.

1(B) CONSTRUCTOR TO LAY LINES 1 AND 2 AND INSTALL HOUSECONNECTIONS.

1(C) AGENCY TO REMOVE CROWN OF PIPE AND COMPLETEBENCHING AFTER SUCCESSFUL "ON MAINTENANCE"INSPECTION OF LINES 1 AND 2.

7 AGENCY TO ADJUST EXISTING MAINTENANCE HOLESEX2/1, EX3/5 AND EX2/5 TO SUIT NEW DESIGN LEVEL.

150 1/1 CIRC -

F.S.L.

166.833 166.736 164.157

SEWER RETICULATION

DEPTH

2.676

INVERT

DATUM:PSM:LOCATED:

LEVEL:AHD77491BLAIN STREET & WALSH AVENUE

168.507

CONSULTANT:CONTACT:TELEPHONE:

BORNHORST AND WARD PTY LTDBEN BEGAUD(07) 3013 4699

NOTE:SERVICE LOCATIONS AND DEPTHS ARE ESTIMATED FROMSURVEY DATA AND RECORDS. THE ACTUAL LOCATION OFSERVICES IS TO BE DETERMINED ON SITE BY THECONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.


N.T.S.

SEWERAGE NOTES

1. GENERAL1.1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH

RELEVANT AUTHORITY SPECIFICATIONS AND STANDARDS.1.2. WHERE NEW WORK IS TO JOIN TO EXISTING, THE CONTRACTOR

SHALL CONFIRM EXISTING LEVELS PRIOR TO CONSTRUCTION.1.3. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MANHOLES ARE TO

BE CARRIED OUT BY THE RELEVANT AUTHORITY UNLESS NOTEDOTHERWISE.

1.4. THE CONSTRUCTION OF SEWERAGE WORK SHOWN ON THISDRAWING MUST BE SUPERVISED BY A CONSULTING ENGINEERWHO HAS BEEN APPROVED BY THE CHIEF ENGINEER OF THESEWERAGE DEPARTMENT OF RELEVANT AUTHORITY TO CARRYOUT SEWERAGE WORKS WITHIN THE LOCAL AREA. SEWERAGEWORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BEPERMITTED TO CONNECT INTO THE COUNCIL'S SEWERAGESYSTEM.

1.5. THE CONTRACTOR SHALL VERIFY FINISHED SURFACE LEVELS ONSITE BEFORE CONSTRUCTION OF SEWERS & HOUSE CONNECTIONBRANCHES.

2. SEWER2.1. ALL SEWERS SHALL BE uPVC CLASS 'SN8' UNLESS SHOWN

OTHERWISE.2.2. AIR TESTS OF SEWERS SHALL BE CARRIED OUT TO THE

REQUIREMENTS OF THE RELEVANT AUTHORITY.2.3. TEST EVIDENCE IS REQUIRED FOR ALL SEWER PIPES & SPECIALS &

C.I. FITTINGS.2.4. WHERE SEWERS HAVE A GRADE OF 1 ON 6 OR STEEPER,

BULKHEADS SHALL BE CONSTRUCTED AT 2m CENTERS.

3. HOUSE CONNECTIONS3.1. HOUSE CONNECTIONS (100mm) SHALL BE PROVIDED INTO EACH

BUILDING WHERE SHOWN AT SUCH A LEVEL THAT ALL OF THEBUILDING AREA CAN BE DRAINED IN ACCORDANCE WITH THESTANDARD SEWERAGE BYLAWS.

3.2. NOTWITHSTANDING HOUSE CONNECTION LEVELS SHOWN ON THEPLANS, THE MAXIMUM DEPTH OF RESIDENTIAL HOUSECONNECTIONS SHALL BE 1.8m.

3.3. O.B'S SHALL BE LOCATED GENERALLY BETWEEN 1.0m AND 1.2mFROM THE DOWNSTREAM PROPERTY ALIGNMENT.

3.4. HOUSE CONNECTION BRANCHES SHALL EXTEND INTO THEPROPERTY A MINIMUM OF 1500mm PAST WATER.

3.5. HOUSE CONNECTIONS CROSSING UNDERGROUND ELECTRICITYALLOCATION TO HAVE A MINIMUM OF 1.10m COVER.

4. WORKPLACE HEALTH AND SAFETY4.1. ALL WATER & SEWER CONSTRUCTION WORK SHALL COMPLY WITH

THE REQUIREMENTS OF QUEENSLAND WORKPLACE HEALTH &SAFETY ACT 1995. CONTACT NEAREST OFFICE OF THE DIVISION OFWORKPLACE HEALTH AND SAFETY FOR INFORMATION. PH: (07)3247 9478(NTH) OR (07) 3896 3368(STH)

FIG ST

GUM ST OLIFFE ST

BOONERY ST

ELM ST

ACACIA ST

UMBRELLA ST

EUCALYPTUS ST

BENDEE CRES

ACACIA ST

BLACKBULL ST

CORK ST

BEAN ST

KURRAJONG ST

FEM ST

BOX ST

FIR ST

BOREE ST

BORONIA ST

MACKEN

ZIE ST


BREMNER ST

ADAMS CRES

YEATES AVE

BLAIN ST

AUTH

UR S

T

SITE

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REVISIONDRAWING No.

APPROVED

RPEQ


DATE DATE

CHECKED

A

B

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D

E

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G

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A1 UNREDUCED

A3 REDUCED




Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0061

SEWER RETICULATIONLAYOUT

100 5 15 201 : 500 / 1 : 1000

25m

PROPOSEDEXISTING

LEGEND

TREE

FENCE

CONTOURS

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

ROOFWATER DRAINAGE

OPEN CHANNEL

UNDER GROUND POWER

OVER HEAD POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

TOE OF BATTER

TOP OF BATTER

BATTERTOE OF BATTER

TOP OF BATTER

ABANDONED SERVICE

KERB INVERT

EXTENT OF BUILDING

EASEMENT

5252

STRUCTURE NUMBER

FLOW DIRECTION ARROW

PLANSCALE A

ENVIRONMENTAL NOTESVEGETATION PROTECTION

A. TREES LOCATED ALONG THE FOOTPATH SHOULD BE,TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACED IFDESTROYED.

B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOODGIRDLES SHOULD BE CONSTRUCTION WITH 1.8m BATTENSCLOSELY SPACED & ARRANGED VERTICALLY FROM GROUND LEVEL.GIRDLES MUST BE STRAPPED TO TREES PRIOR TO CONSTRUCTIONS& REMAIN UNTIL COMPLETION.

C. TREE ROOTS SHOULD BE TUNNELLED UNDER, RATHER THANSEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA SHALL BETREATED WITH A SUITABLE FUNGICIDE. CONTACT RELEVANTCOUNCIL ARBORIST FOR FURTHER ADVICE.

D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY ANAPPROVED ARBORIST.

SOILA. TOPSOIL & SUBSOIL SHOULD BE STOCKPILED SEPARATELY.B. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ENTERING

THE STORMWATER SYSTEM. THIS MAY INVOLVE PLACINGAPPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.

C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTSFROM THE RISK ASSESSMENT BASED ON THE QUEENSLAND ACIDSULPHATE SOIL TECHNICAL MANUAL REQUIRES THAT ACIDSULPHATE SOILS BE MANAGED AS FOLLOWS: (DELETE IF NO ACIDSULPHATE SOILS)

REHABILITATIONA. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL

BE REINSTATED.B. PREDISTURBANCE VEGETATION PATTERNS SHOULD BE RESTORED.

SAFETYA. THE DESIGN AND CONSTRUCTION OF THE WORK SHALL COMPLY

WITH ALL QUEENSLAND LEGISLATION.

SEWERAGE NOTES

1. GENERAL1.1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH

RELEVANT AUTHORITY SPECIFICATIONS AND STANDARDS.1.2. WHERE NEW WORK IS TO JOIN TO EXISTING, THE CONTRACTOR

SHALL CONFIRM EXISTING LEVELS PRIOR TO CONSTRUCTION.1.3. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MANHOLES ARE TO

BE CARRIED OUT BY THE RELEVANT AUTHORITY UNLESS NOTEDOTHERWISE.

1.4. THE CONSTRUCTION OF SEWERAGE WORK SHOWN ON THISDRAWING MUST BE SUPERVISED BY A CONSULTING ENGINEERWHO HAS BEEN APPROVED BY THE CHIEF ENGINEER OF THESEWERAGE DEPARTMENT OF RELEVANT AUTHORITY TO CARRYOUT SEWERAGE WORKS WITHIN THE LOCAL AREA. SEWERAGEWORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BEPERMITTED TO CONNECT INTO THE COUNCIL'S SEWERAGESYSTEM.

1.5. THE CONTRACTOR SHALL VERIFY FINISHED SURFACE LEVELS ONSITE BEFORE CONSTRUCTION OF SEWERS & HOUSE CONNECTIONBRANCHES.

2. SEWER2.1. ALL SEWERS SHALL BE uPVC CLASS 'SN8' UNLESS SHOWN

OTHERWISE.2.2. AIR TESTS OF SEWERS SHALL BE CARRIED OUT TO THE

REQUIREMENTS OF THE RELEVANT AUTHORITY.2.3. TEST EVIDENCE IS REQUIRED FOR ALL SEWER PIPES & SPECIALS &

C.I. FITTINGS.2.4. WHERE SEWERS HAVE A GRADE OF 1 ON 6 OR STEEPER,

BULKHEADS SHALL BE CONSTRUCTED AT 2m CENTERS.

3. HOUSE CONNECTIONS3.1. HOUSE CONNECTIONS (100mm) SHALL BE PROVIDED INTO EACH

BUILDING WHERE SHOWN AT SUCH A LEVEL THAT ALL OF THEBUILDING AREA CAN BE DRAINED IN ACCORDANCE WITH THESTANDARD SEWERAGE BYLAWS.

3.2. NOTWITHSTANDING HOUSE CONNECTION LEVELS SHOWN ON THEPLANS, THE MAXIMUM DEPTH OF RESIDENTIAL HOUSECONNECTIONS SHALL BE 1.8m.

3.3. O.B'S SHALL BE LOCATED GENERALLY BETWEEN 1.0m AND 1.2mFROM THE DOWNSTREAM PROPERTY ALIGNMENT.

3.4. HOUSE CONNECTION BRANCHES SHALL EXTEND INTO THEPROPERTY A MINIMUM OF 1500mm PAST WATER.

3.5. HOUSE CONNECTIONS CROSSING UNDERGROUND ELECTRICITYALLOCATION TO HAVE A MINIMUM OF 1.10m COVER.

4. WORKPLACE HEALTH AND SAFETY4.1. ALL WATER & SEWER CONSTRUCTION WORK SHALL COMPLY WITH

THE REQUIREMENTS OF QUEENSLAND WORKPLACE HEALTH &SAFETY ACT 1995. CONTACT NEAREST OFFICE OF THE DIVISION OFWORKPLACE HEALTH AND SAFETY FOR INFORMATION. PH: (07)3247 9478(NTH) OR (07) 3896 3368(STH)

NOTE:SEWER IO'S ARE TO BEPLACED ON EACH HOUSECONNECTION

1SP235822

1SP235822

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable


Building

Demountable

Building

Demountable

BuildingDemountable

Building

Demountable

BuildingDemountable

Building

Demountable

Building

Demountable

Building

Demountable

Building


(Bitumen)

B337131

30

31

13

14

1516

1211

10

9

8

1

2

3

4

5

17 1819

2021

22

23

24

25

26

27

28

29

102

167.70 167.60

167.50

167.40

167.30

167.20

167.10166.90

166.80

168.10

167.90

167.

80

167.80

167.80

167.

70 167.

60

167.

50

168.10

167.90

167.00

168.00

168.00

168.50

168.40

168.30

168.20

168.10

168.10

167.90

167.90

167.9

0

167.90

167.80

167.80

167.80

167.70

167.70

167.60 167.50 167.40 167.30167.20

167.

10

166.9

0

166.

90

166.90

166.90

166.90

166.90

166.

80

166.60

166.50

166.40

166.

40

166.40

166.

40

166.40

166.30

166.

30

166.

20

166.

20

166.20

166.

20

166.

10

165.90

165.90

165.

90

165.80165.80 165.70165.70

168.00

168.00

168.00

168.00

167.00

167.

00

166.

00

168.

40

168.

60

168.

50

168.50

168.40

168.40

168.

40

168.40

168.40

168.30

168.30

168.30

168.

30

168.30

168.

30

168.

30

168.

2016

8.20

168.

20

168.

10

168.1

0

167.

90

167.80 167.80

167.80

167.8

0

167.70167.70

167.7

0 167.60 167.60

167.60

167.60

167.50 167.50

167.50

167.50

167.50

167.50

167.50

167.50167.50

167.50

167.40

167.40

167.40

167.40

167.30167.30

167.30

167.30

167.30

167.30

167.20

167.20

167.20

167.10

167.10

167.10

167.10

166.90

166.90

166.90

166.90

166.90

166.80

166.80

166.80

166.70

166.70

166.70

166.60

166.60

166.50

166.50

168.00

168.00

168.00

168.00

168.00

168.00

168.

00167.00

167.00

167.00

167.00

167.00

167.00

167.00

167.00

ROAD 1ROAD 1LIFT EXISTING SEWER

MANHOLE TO NEWDESIGN LEVELS.

TO BE DONE BY BLACKWATER

LIFT EXISTING SEWERMANHOLES TO NEWDESIGN LEVELS.

PROJECT No.

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REVISIONDRAWING No.

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RPEQ


DATE DATE

CHECKED

A

B

C

D

E

F

G

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A1 UNREDUCED

A3 REDUCED




Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

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PANTEX PTY LTD

B


C0062

SEWER RETICULATIONLONGITUDINAL SECTIONS

3020100 50401 : 1000 / 1 : 2000

m

3.02.01.00 5.04.01 : 100 / 1 : 200

m

SCALE A (HOR)B (VERT)

SEWER RETICULATION LONGITUDINAL SECTION

153.000150Ø PVC

1 in 100.00

49.499

166.

833

0.00

016

4.15

716

4.20

72.

676

2.62

6

1\1

1050

CIRC

A

21B

17.1

501.

354

IL 1

65.4

7m20

B22

.049

1.53

0IL

165

.31m

19B

33.7

511.

374

IL 1

65.5

4m

1.71

3

150Ø PVC

1 in 100.00

29.969

167.

027

49.4

9916

4.70

216

4.73

22.

325

2.29

5

2\1

1050

CIRC

A18

G0.

000

1.71

3IL

165

.31m

17B

12.1

041.

577

IL 1

65.5

3m16

B13

.176

1.72

8IL

165

.39m

15B

17.1

611.

668

IL 1

65.4

7m

1.83

6

150Ø PVC

1 in 100.00

43.649

167.

245

79.4

6816

5.03

216

5.06

22.

213

2.18

3

3\1

1050

CIRC

A14

E0.

000

1.83

6IL

165

.41m

13B

2.94

71.

502

IL 1

65.7

6m

12B

19.4

431.

302

IL 1

66.0

4m

1.49

1IL

166

.03m

150Ø PVC

1 in 100.00

36.315

167.

524

123.

117

165.

498

165.

528

2.02

61.

996

4\1

1050

CIRC

A10

E0.

000

1.58

2IL

165

.94m

11E

0.00

01.

491

IL 1

66.0

3m

9B

19.6

821.

506

IL 1

66.1

4m

8B

25.5

311.

605

IL 1

66.0

8m

61.

536

IL 1

66.2

7m7

E0.

000

1.50

5IL

166

.24m

IL16

7.13

915

0ØW

ATER

150Ø PVC

1 in 97.01

15.706

167.

780

159.

432

165.

891

165.

921

1.88

81.

858

5\1

1050

CIRC

A

1.41

9IL

166

.42m

IL16

7.19

715

0ØW

ATER

150Ø PVC

1 in 100.00

23.135

167.

836

175.

138

166.

083

166.

113

1.75

31.

723

6\1

1050

CIRC

A

5E

0.00

01.

419

4A

8.90

21.

472

IL 1

66.4

5m

3B

12.9

481.

298

IL 1

66.6

3m

1E

23.1

351.

252

IL 1

66.6

0m2

E23

.135

1.40

1IL

166

.75m

168.

002

198.

273

166.

345

1.65

7

7\1

1050

CIRC

A

RUNNING CHAINAGE

DESIGN SURFACELEVEL

INVERT LEVEL OF SEWER

DEPTH TO INVERT

GRADEDIAMETER

MANHOLE/END NAMEMANHOLE TYPELID TYPEJUNCTION LINEDROP TYPE

DEPTH TO HC

HOUSE CONNECTIONINVERT LEVELHC TYPEHC LOT No.

CH. FROM D/S MH

DATUM RL

1

153.000150Ø PVC

1 in 150

4.592

166.

833

0.00

0

1\1

1050

CIRC

A

150Ø PVC

1 in 150

18.883

166.

814

4.59

216

4.23

816

5.15

02.

576

1.66

4

1\2

1050

CIRC

C

Lot 2

3

2.34

41.

412

IL 1

65.4

1mLo

t 22

A2.

344

1.44

4IL

165

.38m

Lot 2

418

.883

1.42

0IL

165

.47m

Lot 2

5D

18.8

831.

380

IL 1

65.4

3m

166.

846

23.4

7516

5.27

61.

570

2\2

1050

CIRC

A

2LINE

164.

157

164.

207

2.67

62.

626

E DA

PROJECT No.

0 10 20 4030 50 100 150

CLIENT

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B

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STATUS

1 2 3 4 5 6 7 8 9 10 11


REVISIONDRAWING No.

APPROVED

RPEQ


DATE DATE

CHECKED

A

B

C

D

E

F

G

H


Facsimile


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Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0070

WATER RETICULATIONNOTES AND DETAILS

PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR TOARRANGE FOR THE COMPLYING OF APPROVED TRAFFIC PLANAND SEEK APPROVAL FROM PLANNING AND TRAFFIC BRANCH.WORK MAY BE REQUIRED TO BE CARRIED-OUT DURINGWEEKENDS AND/OR LATE AT NIGHT ONLY.

xxCAUTIONxxAPPROX. LOCATION OF PUBLIC UTILITIES ONLY. EXACTLOCATION AND DEPTH TO BE DETERMINED ON SITE BY

RELEVANT AUTHORITY PERSONNEL PRIOR TO COMMENCINGWORK.

TELSTRA:- PH: 1800 114 918ENERGEX:- PH: 07 3407 6381CHRC:- PH: 1300 242 686GAS INSPECTOR:- PH: 07 3467 9514

ANCHOR BLOCK NOTES1. CONCRETE SHALL BE PLACED IN CONTACT WITHUNDISTURBED SOIL.

2. CONCRETE SHALL BE CLASS N32 MPA STRENGTH, 20mmAGGREGATE & 75mm SLUMP, eg 20.20.75.

3. UNLESS DETAILED OTHERWISE, ALL ANCHOR BLOCKDETAILS SHALL COMPLY WITH QUU STANDARD DWG486/4/25-WB001

NOTE:ALL WORKS TO BE TO PLUMBING AND DRAINAGE CODE BYLICENSED PERSON. CONTRACTOR TO ARRANGE COUNCILPLUMBING INSPECTION AND CERTIFICATION.

NOTE:WATER SERVICES TO TERMINATE WITH 25Ø BALL VALVES.WHERE 40mm SERVICE PROVIDED, TERMINATE IN TEE ANDTWO 25Ø BALL VALVES.

LEVEL: 168.507

LEVEL DATUM

PSM: 77491DATUM - AHD

SURVEYOR

CONSULTANT :CONTACT :TELEPHONE :

.........................................(07) 3013 4699

BORNHORST + WARD PTY LTD

LOCAL AUTHORITY APPROVAL

----------------------------------------------------------COUNCIL'S DELEGATE

MPA SURVEYING

ALL WATER AND SEWER CONSTRUCTIONWORK UNDERTAKEN BY THE CONTRACTORSHALL COMPLY WITH ALL APPLICABLEWORKPLACE HEALTH AND SAFETYLEGISLATION.

BEN BEGAUD

R.P. DESCRIPTIONLOT 1 ON SP 235822

LOCATED: BLAIN STREET & WALSH AVENUE

WATER RETICULATION

ENVIRONMENTAL NOTESENVIRONMENTAL CONDITIONSPLACE ON YOUR DRAWING NOTES AS RECEIVED IN YOURAPPROVAL LETTER FROM THE ENVIRONMENTAL REGULATOR ORMANAGER. IF NOTES RELEVANT TO THIS ESTATE ARE NOT SPECIFIEDIN YOUR APPROVAL LETTER, TYPICAL NOTES AS FOLLOWS SHALL BEPLACED ON ALL DRAWINGS.

VEGETATION PROTECTIONA. TREES LOCATED ALONG THE FOOTPATH SHALL BE,

TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACED IFDESTROYED.

B. WHEN WORKING WITHIN 4m OF TREES, RUBBER ORHARDWOOD GIRDLES SHALL BE CONSTRUCTED WITH 1.8mBATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROMGROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIORTO CONSTRUCTION AND REMAIN UNTIL COMPLETION.

C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THANSEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA SHALLBE TREATED WITH A SUITABLE FUNGICIDE. CONTACTRELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.

D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY ANAPPROVED ARBORIST.

SOILA. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM

ENTERING THE STORMWATER SYSTEM. THIS MAY INVOLVEPLACING APPROPRIATE SEDIMENT CONTROLS AROUNDSTOCKPILES.

C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THEOUTPUTS FROM THE RISK ASSESSMENT BASED ON THEQUEENSLAND ACID SULPHATE SOIL TECHNICAL MANUALREQUIRES THAT ACID SULPHATE SOILS BE MANAGED ASFOLLOWS.

CREEK CROSSINGSA. SILTATION CONTROL MEASURES SHALL BE PLACED

DOWNSTREAM OF ANY EXCAVATION WORK.B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO

PREVENT SEDIMENT FROM ENTERING THE CREEK.C. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK.

REHABILITATIONA. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS

SHALL BE REINSTATED.B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE

RESTORED.

GENERAL NOTES1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE

WITH CURRENT CAPRICORN MUNICIPAL DEVELOPMENTSPECIFICATIONS AND STANDARDS.

2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORKSHALL COMPLY WITH THE RELEVANT AUSTRALIANSTANDARDS.

3. ADOPT LIP OF KERB OR SHOULDER OF ROAD ASPERMANENT LEVEL.

4. COVER ON MAINS FROM PERMANENT LEVEL TO BE ASSHOWN ON CURRENT CAPRICORN MUNICIPALDEVELOPMENT SPECIFICATIONS AND STANDARDS..

5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THESTANDARD DRAWINGS.

6. UPVC PIPES SHALL BE SERIES 2 CLASS 16 AND COMPLY WITHA.S 1477.

7. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.8. TEST/CHLORINATION POINTS TO BE INSTALLED IN

ACCORDANCE WITH STANDARD DRAWING.9. THE CONSTRUCTION OF THE WATER RETICULATION WORK

SHOWN ON THIS DRAWING MUST BE SUPERVISED BY ANENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOTCOMPLYING WITH THIS REQUIREMENT WILL NOT BEPERMITTED TO CONNECT TO THE RETICULATION SYSTEM.

ALL ENVIRONMENT PROTECTION MEASURES SHALL BEIMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK,INCLUDING CLEARING, COMMENCING.


N.T.S.

FIG ST

GUM ST OLIFFE ST

BOONERY ST

ELM ST

ACACIA ST

UMBRELLA ST

EUCALYPTUS ST

BENDEE CRES

ACACIA ST

BLACKBULL ST

CORK ST

BEAN ST

KURRAJONG ST

FEM ST

BOX ST

FIR ST

BOREE ST

BORONIA ST

MACKEN

ZIE ST


BREMNER ST

ADAMS CRES

YEATES AVE

BLAIN ST

AUTH

UR S

T

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RPEQ


DATE DATE

CHECKED

A

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A1 UNREDUCED

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Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0071

WATER RETICULATIONLAYOUT

100 5 15 201 : 500 / 1 : 1000

25m

PROPOSEDEXISTING

LEGEND

TREE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

SEWER

ROOFWATER DRAINAGE

OPEN CHANNEL

EASEMENT

PROPOSEDEXISTING

FITTINGS

VALVE

FIRE HYDRANTFH

WATER METERWMT

WATER SERVICE POINT

NOTES1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.2. NEW WATER MAINS SHALL BE LOCATED IN THE VERGE, PARALLEL TO

PROPERTY BOUNDARIES, UNLESS NOTED OTHERWISE.3. WATER MAIN MATERIALS DN 100 & DN 150 MAINS SHALL BE uPVC

RUBBER RING JOINTED THICK WALL CLASS 16 PIPES WITH OUTSIDEDIAMETER COMPATIBLE WITH DUCTILE IRON & AC PIPES, UNLESSNOTED OTHERWISE.

4. MAIN, SERVICE AND METER SHALL BE INSTALLED BY THEDEVELOPER.

5. ALL CONNECTIONS TO EXISTING MAINS SHALL BE CARRIED OUT BYLOCAL AUTHORITY AT THE DEVELOPER'S COST.

6. WRAP FLANGES AND BOLTS, WITH A PETROLATUM TAPE SYSTEM INACCORDANCE WITH SEQ-WAT-1313.

7. WATER SERVICES (EXCLUDING METER) TO BE CONSTRUCTED TOLOTS WHERE THE WATER MAINS ARE LOCATED UNDER CONCRETEFOOTPATHS AND DRIVEWAYS UNLESS NOTES OTHERWISE. BRASSMARKERS ARE TO BE PLACED IN THE CONCRETE FOOTPATHS ANDDRIVEWAYS UNLESS NOTED OTHERWISE.

8. CONCRETE (GRADE S32) THRUST BLOCKS SHALL BE PLACED AT ALLBENDS, TEES & DEAD ENDS.

DI & PVC PIPE9. DUCTILE IRON FITTINGS MAY BE USED WITH DI & PVC PIPE.

FITTINGS SHALL BE FUSION BOND EPOXY (FBE) COATED AND LINED.CEMENT LINED WITH A BITUMINOUS EXTERNAL COATING MAY BEUSED WITH APPROVAL.DO NOT USE PVC FITTINGS.

10. PE SLEEVING, COLOURED FOR THE PRODUCT IS REQUIRED ON ALL DIPIPE AND FITTINGS APPLIED IN ACCORDANCE WITH AS 3681. TWOTHICKNESS REQUIRED BETWEEN FITTINGS AND THRUST BLOCK.REINSTATE ANY DAMAGED SLEEVING AS PER MANUFACTURER'SSPECIFICATIONS.

11. USE PRE-TAPPED CONNECTIONS ON DN 100 TO DN 300 NEW MAININSTALLATIONS.

12. USE TAPPING BANDS FOR CONNECTIONS TO EXISTING MAINS.13. ELECTRICALLY ISOLATE COPPER SERVICES FROM DICL PIPE.

PVC PIPE14. USE PRE-TAPPED CONNECTORS ON DN 100 TO DN 300 NEW MAIN

INSTALLATIONS15. PVC PIPE SHALL NOT BE IN CONTACT WITH THRUST BLOCK

CONCRETE16. MAXIMUM SIZE OF DRILLED HOLES FOR SERVICE CONNECTION IN

PVC PIPE TO BE 30% OF DN OR 50 (LOWER VALUE TO BE USED).17. DI SPIGOTS SHALL NOT BE FITTED INTO PVC SOCKETS.

SCOUR VALVE

THRUST / ANCHOR BLOCK

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

PLANSCALE A

TELSTRA

OVER HEAD POWER

UNDER GROUND POWER

NO. DESCRIPTION1 100 X 100 TEE2 Ø100 VALVE3 11 14° BEND4 22 12° BEND5 45° BEND6 90° BEND

1SP235822

1SP235822

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable

Building

Demountable


Building

Demountable

Building

Demountable

BuildingDemountable

Building

Demountable

BuildingDemountable

Building

Demountable

Building

Demountable

Building

Demountable

Building


(Bitumen)

B337131

30

13

14

1516

1211

10

9

8

1

2

3

4

5

17 1819

2021

22

23

24

25

26

27

28

29

102ROAD 1

ROAD 1

FH

FH

FH

FH

FH

FH

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PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11


REVISIONDRAWING No.

APPROVED

RPEQ


DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED




Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

C0085

SIGNS AND LINEMARKINGLAYOUT

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

B


LINEMARKING LEGEND

STANDARD SIGNS AND LINE MARKING NOTES1. GENERAL

1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITHTHE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES (CURRENT EDITION).

2. SIGNS2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS

NOTED OTHERWISE.

2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TOEDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTSBARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE OFKERB

2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHINGTRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TOBE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHINGHEADLIGHT.

3. SIGN SUPPORTS3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE

THEY ARE IN A PAVED SURFACE.

4. LINEMARKING4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE

SURFACES.

TYPE DESCRIPTION DIMENSIONS

GW GIVE WAY 0.3

0.6 TYPICAL0.6 TYPICAL

NOTES:1. ALL DIMENSIONS ARE IN METRES.

2. REFER TO AS 1742.3-2002 'MANUAL OF UNIFORM TRAFFICCONTROL DEVICES' FOR APPLICATION OF LINETYPES.

NOTE: INSTALL HAZARD SIGNS IN ACCORDANCE SIGN INSTALLATION DETAILS

WITH THE SLEEVED INSTALLATION DETAIL.

75 DIA

TYPICAL INSTALLATION DETAILN.T.S.

300

(2 NO. MINIMUM)

20 MPaCONCRETE

DN50 (MEDIUM) GALV PIPE

PIPE FLATTENED FOR HEIGHT OF SIGN

(HEX HEAD) BOLTS & NUTS

WITH COLD GALVANISING PAINTPAINT TOP OF POST & BOLT HOLES

X 25 LONG GALV GRADE 250SIGN FIXED TO POST WITH 8mm

2100

600

NOM.1:10

PROPOSEDEXISTING

LEGEND

FENCE

PROPERTY BOUNDARY

PRAM RAMP

TRAFFIC SIGN

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

CONTROL LINE

PLANSCALE A

EASEMENT

SPEED HUMP

NO ENTRY R2-4A1

2

4

DESCRIPTION

SIGNAGE REGISTERQUANTITYCODE NO.

2GIVEWAY R1-2A

R2-4A1

R1-2A2

Demountable

Building

Demountable

Building

Carpark(Bitumen)

13

1211

10

1

2

3

4

5

1

1

2

1

2

1

GW

PROJECT No.

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REVISIONDRAWING No.

APPROVED

RPEQ


DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED




Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0090

STORMWATER DRAINAGECATCHMENT SHEET 1

100 5 15 201 : 500 / 1 : 1000

25m

PLANSCALE A

PROPOSEDEXISTING

LEGEND

TREE

FENCE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

ROOFWATER DRAINAGE

OPEN CHANNEL

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

TOE OF BATTER

TOP OF BATTER

BATTERTOE OF BATTER

TOP OF BATTER

CATCHMENT BOUNDARY

PROJECT NORTH

CATCHMENT TABLE STRUCTURE No. AREA (ha)

1.12.1 0.056 1.13.1 0.055 1.13.2 0.031 1.2.1 0.035

1.20.2 0.026 1.20.1 0.102 1.3.1 0.035

RW102 0.317 1.3.2 0.044 1.4.1 0.024 1.5.1 0.021

RW103 0.346 1.5.2 0.033 1.6.1 0.024 1.7.1 0.023

1.10.2 0.143 1.10.1 0.014 RW104 0.246

1.7.2 0.04 1.8.1 0.036 1.9.1 0.046 1.9.2 0.021

1.17.1 0.062 1.17.2 0.047 1.19.1 0.012

3.1 0.116

HC4 0.036 RW5 0.036 HC6 0.041 RW7 0.051

RW43 0.048 HC42 0.043 HC38 0.059 RW37 0.043 HC36 0.033 RW35 0.033 HC34 0.03 RW33 0.034 HC32 0.034 HC31 0.066 HC30 0.051 1.10.3 0.065 RW39 0.054 HC40 0.036 RW41 0.036 X4.8 0.767 X4.7 0.091 X4.6 0.116 X4.5 0.263

X4.4.2 0.448 X4.4.1 0.004 X7.1 0.429


5.1 0.1865.2 0.1565.3 0.2975.4 0.2335.5 0.4255.6 0.4355.7 0.2285.8 0.4885.9 0.310

5.10 0.2575.11 0.1845.12 0.1315.13 0.245


167.70167.60

167.60

167.50

167.50167.40

168.10

167.90

168.00

168.00

168.60

168.50

168.40

168.30

168.20

168.10

168.10167.90

167.90 167.

90

167.90

167.80167.80

167.80167.70

167.70168.00

168.00 168.

00

168.00

BitumenCarpark

BitumenCarpark

B337103

B337103

75

HT56519

B33715720

B33715721

B337157

18B3

3715

7

17B3

3715

7 4

B337136

123456739404142

EX4.4.2

EX7.1

EX4.5EX4.6

EX4.7

EX4.4.1

EX4.8

4.4.2

HC4RW5

1.19.1

1.20.1

HC6RW7

1.17.21.17.1

RW39

RW5

HC40RW41HC42RW43

PROJECT No.

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1 2 3 4 5 6 7 8 9 10 11


REVISIONDRAWING No.

APPROVED

RPEQ


DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED




Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0091


100 5 15 201 : 500 / 1 : 1000

25m

PLANSCALE A

PROPOSEDEXISTING

LEGEND

TREE

FENCE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

ROOFWATER DRAINAGE

OPEN CHANNEL

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

TOE OF BATTER

TOP OF BATTER

BATTERTOE OF BATTER

TOP OF BATTER

CATCHMENT BOUNDARY

PROJECT NORTH

167.80

167.70

167.70167.60

167.60167.50

167.50

167.50167.40

167.40

167.30

167.20

167.10

166.90

166.80

168.10

167.90

167.90

167.80

167.80

167.80

167.70

167.70

167.60

167.50

168.20

168.20

168.10

168.10

168.10

167.90

167.00

168.00

168.00

168.00

168.00

168.10

167.90

167.80

167.70

167.60

167.50

167.50

167.50

167.40

167.40

167.30

167.30

167.20

167.2

0

167.10

167.1

0

166.90 166.

90

166.90

166.80

166.8

0

166.

70

166.6

0

166.50

166.40 166.40

166.

40

166.30

166.30 166.30166.20

166.

20 166.20 166.20

166.

20

166.10

168.00

167.0

0

167.00

167.60

167.50

167.40

167.30 167.50 167.

50

167.40

167.

40 167.

30

167.30

167.

20

167.

10

166.

90

166.

80

166.70

166.70

166.

70

166.7

0

166.60166.60

166.

60

166.

6016

6.50

166.

40

166.40

166.

30

166.30

167.

00

1

SP235822

1

SP235822

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Carpark(Bitumen)

Carpark(Bitumen)

34

B33713132

B33713131

B33713130

B33713129

B33713128

B33713027

B337130

26

B337130

25

B337130

24

B337130

23

B337130

13

B337130

12

B337130

11

B337130

10

B337130

9

B337130

8

B337130

33

B337131

38

30

3132

13

14

15

16

12

111098

1234567

33

34

35

36

37

39404142

17

18

1920

21 22 23 24 25

102103

104

ROAD 1

ROAD

1

HC4RW5HC6RW7RW39HC40RW41HC42RW43

HC38HC37

HC36

RW35

HC34

RW33

HC32

HC31

1.13.21.13.1

1.12.1

1.10.3

HC30

1.10.2

1.10.1

1.9.21.9.1

1.8.1

1.7.2

RW104

RW103

1.5.2

1.7.1

1.6.11.5.1 1.4.1

1.3.2

RW102

5.65.75.85.10

5.11

5.125.13

5.9


1.12.1 0.056 1.13.1 0.055 1.13.2 0.031 1.2.1 0.035

1.20.2 0.026 1.20.1 0.102 1.3.1 0.035

RW102 0.317 1.3.2 0.044 1.4.1 0.024 1.5.1 0.021

RW103 0.346 1.5.2 0.033 1.6.1 0.024 1.7.1 0.023

1.10.2 0.143 1.10.1 0.014 RW104 0.246

1.7.2 0.04 1.8.1 0.036 1.9.1 0.046 1.9.2 0.021

1.17.1 0.062 1.17.2 0.047 1.19.1 0.012

3.1 0.116

HC4 0.036 RW5 0.036 HC6 0.041 RW7 0.051


X4.4.2 0.448 X4.4.1 0.004 X7.1 0.429


5.1 0.1865.2 0.1565.3 0.2975.4 0.2335.5 0.4255.6 0.4355.7 0.2285.8 0.4885.9 0.310

5.10 0.2575.11 0.1845.12 0.1315.13 0.245


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REVISIONDRAWING No.

APPROVED

RPEQ


DATE DATE

CHECKED

A

B

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D

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F

G

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A1 UNREDUCED

A3 REDUCED




Facsimile


[email protected]


Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354



PANTEX PTY LTD

B


C0092


100 5 15 201 : 500 / 1 : 1000

25m

PLANSCALE A

PROPOSEDEXISTING

LEGEND

TREE

FENCE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

ROOFWATER DRAINAGE

OPEN CHANNEL

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

TOE OF BATTER

TOP OF BATTER

BATTERTOE OF BATTER

TOP OF BATTER

CATCHMENT BOUNDARY

PROJECT NORTH

167.30

167.20

167.10

166.90

166.80

167.00

168.10

167.90

167.80

167.70

167.60

167.50

167.40

167.30

167.30

167.20

167.2

0

167.10

167.1

0

166.90 166.

90

166.90 166.90

166.90

166.9

0

166.90

166.80 166.80

166.80

166.

80

166.8

0

166.70 166.

70

166.70

166.70

166.

70

166.

70

166.60 166.

60

166.60 166.60

166.60

166.

60

166.6

0

166.50 166.

50

166.50166.50

166.50 166.

50

166.50 166.50

166.50

166.

40

166.40

166.

40

166.40 166.40 166.40

166.40 166.

40

166.40

166.

40 166.

3016

6.30

166.30

166.30

166.30 166.30 166.30

166.20

166.

20 166.20 166.20 166.20

166.

20

166.

20

166.2

0

166.20

166.10166.10

166.

10 165.90165.90

165.

90

165.90 165.9

0 165.90 165.

90

165.90 165.

80

165.80

165.80

165.

80

165.70165.

70

165.70

165.

70

165.

60

165.60

168.00

167.00

167.0

0

167.00

166.00

166.0

0 166.00

166.00

167.60

167.50

167.40

167.30 167.50 167.

50

167.40

167.

40 167.

30

167.30

167.

20

167.

10

166.

90

166.

80

166.70

166.70

166.

70

166.7

0

166.60

166.60

166.

60

166.

6016

6.50

166.50 166.50 166.50 166.5

0

166.

40

166.40 166.4

0

166.

30

166.30

167.

00

1

SP235822

1

SP235822

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

DemountableBuildingDemountableBuilding

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Dem

ount

able

Build

ing

Carpark(Bitumen)

Carpark(Bitumen)

1

SP235822

(The Village

on Blain)

6

B337162

36

B337131

35

B33713134

B33713132

B33713131

B33713130

B33713129

B33713128

B33713027

B337130

26

B337130

25

B337130

33

B337131

13

14

15

16

12

11

12

17

18

1920

21 22 23 24 25 26 27 28 29

102103

104

ROAD

1

1.10.1

1.9.21.9.1

1.8.1

1.7.2

RW104

RW103

1.5.2

1.7.1

1.6.11.5.1 1.4.1 1.3.1

1.3.2

RW102

1.2.1

5.15.25.35.45.55.65.75.85.10

5.11

5.125.13

5.9


1.12.1 0.056 1.13.1 0.055 1.13.2 0.031 1.2.1 0.035

1.20.2 0.026 1.20.1 0.102 1.3.1 0.035

RW102 0.317 1.3.2 0.044 1.4.1 0.024 1.5.1 0.021

RW103 0.346 1.5.2 0.033 1.6.1 0.024 1.7.1 0.023

1.10.2 0.143 1.10.1 0.014 RW104 0.246

1.7.2 0.04 1.8.1 0.036 1.9.1 0.046 1.9.2 0.021

1.17.1 0.062 1.17.2 0.047 1.19.1 0.012

3.1 0.116

HC4 0.036 RW5 0.036 HC6 0.041 RW7 0.051


X4.4.2 0.448 X4.4.1 0.004 X7.1 0.429


5.1 0.1865.2 0.1565.3 0.2975.4 0.2335.5 0.4255.6 0.4355.7 0.2285.8 0.4885.9 0.310

5.10 0.2575.11 0.1845.12 0.1315.13 0.245


Documents

STANDARD NOTES - edqdad.dsdip.qld.gov.auedqdad.dsdip.qld.gov.au/media/userfiles/661/5856/Appendix4... · the service when excavating, ... transport manual of uniform traffic control