BOUNDARY ROAD - blacktown.nsw.gov.au › files › assets › public › public... · DP 1208526LOT 1 DP 236422LOT 11 DP 236422LOT 9 DP 236422LOT 8 DP 1208526LOT 2 DRAINAGESP2 ZONE

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DP 1208526

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DP 236422

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DP 236422

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DP 236422

LOT 2

DP 1208526

SP2

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ZONERE1LAND

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Orion

Consulting

Engineers

78 BOUNDARY ROAD,SCHOFIELDS

ROAD AND DRAINAGE DESIGN

Milestone Plan Revision

SITE / LOCATION (Image courtesy of Nearmap 18.01.18)

Prepared by:

Prepared for: LGA:

Project No.

DEVELOPMENT APPLICATIONISSUEDFORNOT FOR CONSTRUCTION

000DA 0118-03

DA: ___________

SITE

BOUNDARY ROAD

NORTH

LOT 11, D.P. 536381DRAWING LIST

SHEET No. SHEET TITLE REVGENERAL

000 COVERSHEET

001 GENAERAL LAYOUT PLAN, NOTES & LEGEND

002 DEMOLITION PLAN

003 SITE REGRADING PLAN

SEDIMENT & EROSION CONTROL100 SEDIMENT & EROSION CONTROL PLAN

101 SEDIMENT & EROSION CONTROL NOTES & DETAILS

ROADWORKS200 ENGINEERING PLAN

300 ROAD TYPICAL CROSS SECTIONS

301 ROAD LONG SECTIONS - SHEET 01 OF 02

302 ROAD LONG SECTIONS - SHEET 02 OF 02

DRAINAGE400 CATCHMENT PLAN

401 BASIN PLAN, SECTIONS & DETAILS

402 BIO-RETENTION DETAILS & PLANTING

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004 SITE REGRADING SECTIONS 01

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LOT 1DP 1208526

PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BY

CRAIG & RHODES REF: 1788DA 15/02283

LOT 11DP 236422

LOT 2DP 1208526

SP2DRAINAGE

ZONE

RE1LAND

RE1LAND SP2

DRAINAGEZONE

LOT 37DP 39341

LOT 11DP 236422

LOT 39DP 39341

LOT 38DP 39341

PROPOSED SUBDIVISIONREFER TO PLANS PREPARED BYORION CONSULTING REF: 17-25

DA 15/01643


NORTH WESTERN SURVEYS REF: 17-25DA 16/14914


ROAD

No.0

1

ROAD

No.0

2

ROAD

No.0

3

ROAD No.05

ROAD No.04

Project No.

Design Date Revision DescriptionFirstIssue Drawn Appd.

ALL DIMENSIONS TO BE CHECKED ON SITE BYCONTRACTOR PRIOR TO CONSTRUCTION.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.

Disclaimer and Copyright:

THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THECOPYRIGHT ARE THE PROPERTY OF ORION CONSULTINGENGINEERS PTY LTD AND MUST NOT BE REPRODUCEDOR COPIED WHOLLY OR IN PART WITHOUT THEPERMISSION OF ORION CONSULTING ENGINEERS PTY LTD ABN: 25 604 069 981 PO Box 7936, BAULKHAM HILLS NSW 2153 T:(02) 8660 0035 E: [email protected]

Title:Project:Scale:

Orion

Consulting

Engineers

Revis

ion

By:For:

Milestone

Plan

Revision

Plott

ed: 2

1 Feb

ruar

y , 20

18 1:

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PM

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DA

18-03

01

78 BOUNDARY ROAD,SCHOFIELDS -

ROAD & DRAINAGE DESIGNDW MP 20/02/2018BMISSUED FOR DEVELOPMENT APPLICATION01 DW MP BM 20/02/2018

GENERAL NOTESG1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL'S WORKS SPECIFICATION

CIVIL (CURRENT EDITION) AND/OR AS DIRECTED BY THEIR REPRESENTATIVE

G2. SURVEY MARKS: - a. SURVEY MARKS SHOWN THUS SHALL BE RETAINED AT ALL TIMES. WHERE RETENTION IS NOT POSSIBLE

THE SUPERINTENDENT MUST BE NOTIFIED AND CONSENT RECEIVED PRIOR TO THEIR REMOVAL.

G3. THE CONTRACTOR SHALL LOCATE AND LEVEL ALL EXISTING SERVICES PRIOR TO COMMENCING CONSTRUCTIONAND MAKE ARRANGEMENTS WITH THE RELEVANT AUTHORITY TO RELOCATE OR ADJUST IF NECESSARY ATDEVELOPERS EXPENSE.

G4. THE CONTRACTOR SHALL NOT ENTER UPON NOR DO ANY WORK WITHIN ADJACENT LANDS WITHOUT THEWRITTEN PERMISSION OF THE OWNERS. TO BE PROVIDED PRIOR TO THE APPROVAL OF THE PLANS.

G5. THE CONTRACTOR SHALL MAINTAIN SERVICES AND ALL WEATHER ACCESS AT ALL TIMES TO ADJOININGPROPERTIES.

G6. COUNCIL'S TREE PRESERVATION ORDER MUST BE OBSERVED AND NO TREE SHALL BE FELLED, LOPPED ORREMOVED WITHOUT THE PRIOR APPROVAL OF COUNCIL'S ENGINEER.

G7. TREES TO BE RETAINED ON SITE SHALL BE PROTECTED BY SUITABLE STURDY APPROVED PROTECTIVE FENCINGPRIOR TO COMMENCEMENT OF SITE WORKS. NO TREES TO BE REMOVED WITHOUT COUNCIL'S WRITTENAPPROVAL.

G8. THE CONTRACTOR SHALL CLEAR THE SITE BY REMOVING ALL RUBBISH, FENCES, EXISTING INFRASTRUCTUREAND DEBRIS ETC.

G9. FILLING IS TO BE FROM A NOMINATED SOURCE, OF SOUND CLEAN MATERIAL, FREE FROM LARGE ROCK,STUMPS, CONTAMINATED MATTER, INDUSTRIAL AND BUILDING WASTE, ORGANIC MATTER AND OTHER DEBRIS.PLACING OF FILLING ON THE PREPARED AREAS SHALL NOT COMMENCE UNTIL THE AUTHORITY TO DO SO HASBEEN OBTAINED FROM THE COUNCIL.

G10. SITE FILL AREAS: - THE CONTRACTOR SHALL TAKE LEVELS OF EXISTING SURFACE AFTER STRIPPING TOPSOILAND PRIOR TO COMMENCING FILL OPERATIONS.

G11. ALL SITE FILLING TO BE COMPACTED TO 95% STANDARD COMPACTION AND SHALL BE CONTROLLED BY AREGISTERED SOIL LABORATORY IN ACCORDANCE WITH COUNCIL'S "WORKS SPECIFICATION".

G12. ALL SITE REGRADING AREAS SHALL BE GRADED AT A MINIMUM 1% TO THE ENGINEERS REQUIREMENTS.

G13. SURPLUS EXCAVATED MATERIAL SHALL BE PLACED WHERE DIRECTED BY THE SUPERINTENDENT.

G14. ALL DRAINAGE LINES THROUGH LOTS SHALL BE CONTAINED WITHIN THEIR EASEMENTS AND CONFORM WITHCOUNCIL'S STANDARDS.

G15. DRAINAGE LINES UNDER ROADS SHALL BE BACKFILLED WITH NON-COHESIVE SAND AND HAVE 3m OF SUBSOILDRAIN WRAPPED IN APPROVED FILTER SOCK, DISCHARGING INTO DOWN STREAM PITS.

G16. VEHICULAR CROSSINGS SHALL BE CONSTRUCTED IN KERB AND GUTTER WHERE SHOWN. DRIVEWAYS &LAYBACKS ARE TO HAVE A MINIMUM 1 METRE CLEARANCE FROM POWER & LIGHT POLES & STORMWATERDRAINS AND 6 METRES CLEARANCE FROM KERB RETURN TANGENT POINTS AND TO COUNCIL STANDARDDRAWING A(BS) 102S.

G17. PRAM CROSSINGS SHALL BE CONSTRUCTED IN KERB AND GUTTER IN ACCORDANCE WITH COUNCIL'S STANDARDDRAWING A(BS) 104M.

G18. ALL NEW WORKS SHALL MAKE A SMOOTH JUNCTION WITH EXISTING CONDITIONS.

G19. DIMENSIONS OF ANY DETAIL SHALL NOT BE SCALED - DIMENSIONS, IF IN DOUBT, SHALL BE VERIFIED BY THESUPERINTENDENT.

SURVEY SET OUT INFORMATION NOTES:S1. ALL SITE SET OUT AND CONTROL POINTS ARE TO BE CERTIFIED BY A REGISTERED SURVEYOR.

S2. THE INFORMATION DETAILED ON THE CERTIFIED CONSTRUCTION CERTIFICATE PLANS TAKES PRECEDENCE OVERALL ELECTRONIC INFORMATION PROVIDED. THE ORDER OF PRIORITY FOR USE OF ALL INFORMATION PROVIDED ISAS FOLLOWS:

a. CERTIFIED CONSTRUCTION CERTIFICATE DRAWINGSb. 2D DRAFTING BASE (ELECTRONIC FILE)c. 3D DTM (ELECTRONIC FILE)

S3. ANY DISCREPANCY BETWEEN ANY OF THE INFORMATION CONTAINED WITHIN THESE FILES IS TO BE BROUGHTTO THE ATTENTION OF THE SUPERINTENDENT PRIOR TO CONSTRUCTION WHO WILL SEEK CLARIFICATION ANDISSUE INSTRUCTIONS ON THE APPROPRIATE COURSE OF ACTION.

STORMWATER DRAINAGE NOTESD1. STORMWATER DESIGN CRITERIA:

1:100 MAJOR SYSTEM1:2 MINOR SYSTEM

D2. PIPES TO BE INSTALLED TO TYPE HS1 SUPPORT IN ACCORDANCE WITH AS 3725 (1989) IN ALL CASES BACKFILLTRENCH WITH SAND TO 300mm ABOVE PIPE (UNO). WHERE PIPE IS UNDER PAVEMENTS BACKFILL REMAINDEROF TRENCH TO UNDERSIDE OF PAVEMENT WITH SAND OR APPROVED GRANULAR MATERIAL COMPACTED IN150mm LAYERS TO MINIMUM 98% STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289 5.2.1. (OR ADENSITY INDEX OF NOT LESS THAN 75)

D3. ALL INTERNAL WORKS WITHIN PROPERTY BOUNDARIES ARE TO COMPLY WITH THE REQUIREMENTS OF AS 35003.1 AND AS/NZS 3500 3.2 & COUNCIL'S SPECIFICATIONS.

D4. CARE IS TO BE TAKEN WITH LEVELS OF STORMWATER LINES. GRADES SHOWN ARE NOT TO BE REDUCEDWITHOUT APPROVAL.

D5. GRATES AND COVERS SHALL CONFORM TO AS 3996.

D6. AT ALL TIMES DURING CONSTRUCTION OF STORMWATER PITS, ADEQUATE SAFETY PROCEDURES SHALL BETAKEN TO ENSURE AGAINST THE POSSIBILITY OF PERSONNEL FALLING DOWN PITS.

D7. DRAINAGE LINES UNDER ROADS SHALL BE BACKFILLED WITH NON-COHESIVE SAND AND HAVE 3.0m OF SUBSOILDRAIN WRAPPED IN APPROVED FILTER SOCK, DISCHARGING INTO DOWN STREAM PITS.

D8. ALL STORMWATER PIPES WITHIN ROADS TO BE REINFORCED CONCRETE PIPE (RCP) CLASS 2.

D9. ALL INTERALLOTMENT DRAINAGE LINES SHALL BE LAID AT A MINIMUM GRADE OF 1% UNLESS OTHERWISEINDICATED.

D10. DRAINAGE LINES ON PLANS ARE DIAGRAMMATIC ONLY AND PIPE CENTRELINES SHALL ENTER AND EXIT PITS ATTHE CENTRE OF THE RESPECTIVE PIT WALLS (UNO).

D11. PRECAST KERB INLET LINTELS SHALL BE USED ON GULLY PITS. GULLY PITS SHALL BE IN ACCORDANCE WITHA(BS)106M.

D12. PROVIDE STUB Ø100 uPVC SN4 PIPES AT INTER-ALLOTMENT DRAINAGE PITS FOR FUTURE CONNECTION. REFERTO DRAINAGE LONGSECTIONS.

EARTHWORKS NOTESE1. EARTHWORKS ARE TO BE CARRIED OUT TO THE SATISFACTION OF THE COUNCIL. UNSUITABLE MATERIALS ARE TO BE REMOVED FROM ROADS AND LOTS PRIOR TO FILLING. THE CONTRACTOR IS TO ARRANGE AND MAKE

AVAILABLE COMPACTION TESTING RESULTS FOR ALL AREAS THAT CONTAIN FILL IN EXCESS OF 250mm.

E2. COMPACTION OF EARTHWORKS SHALL CONTINUE UNTIL A DRY DENSITY RATIO OF 95% FOR SITE FILLING AND 100% FOR ROAD PAVEMENT SUBGRADES HAS BEEN ACHIEVED IN ACCORDANCE WITH TEST METHOD AS1289.5.3.1 OR AS.1289.5.1.1. THE CONTROL TESTING OF EARTHWORKS SHALL BE IN ACCORDANCE WITH THE GUIDELINES IN AS3798 'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS'. WHERE IT IS PROPOSED TO USE TEST METHOD AS1289.5.8.1 TO DETERMINE THE FIELD DENSITY, A SAND REPLACEMENT METHOD SHALL BE USED TO CONFIRM THE RESULTS.

E3. THE SUITABLE QUALIFIED GEOTECHNICAL ENGINEER, SHALL HAVE A LEVEL 1 RESPONSIBILITY FOR ALL FILLINGAS DEFINED IN APPENDIX B AS3798 'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL

DEVELOPMENTS', AND AT THE END OF THE WORKS SHALL CONFIRM THE EARTHWORKS COMPLY WITH THEREQUIREMENTS OF THE SPECIFICATION AND DRAWINGS BY WRITTEN NOTIFICATION.

E4. IN AREAS TO BE FILLED WHERE THE SLOPE OF THE NATURAL SURFACE EXCEEDS 1(V):4(H), BENCHES ARE TO BE CUT TO PREVENT SLIPPING OF THE PLACED FILL MATERIAL AS REQUIRED BY THE COUNCIL.

E5. ALL BATTERS ARE TO BE SCARIFIED TO A DEPTH OF 50mm TO ASSIST WITH ADHESION OF TOP SOIL TO BATTERFACE.

E6. PROVIDE MINIMUM 100mm AND MAXIMUM 250mm TOPSOIL DEPTH ON FOOTPATHS, FILLED AREAS AND ALL OTHER AREAS DISTURBED DURING CONSTRUCTION. TOPSOILED AREAS TO BE STABILISED WITH APPROVED VEGETATION A MAXIMUM OF 14 DAYS AFTER TOPSOILING AND ARE TO BE WATERED TO ENSURE GERMINATION.

E7. THE CONTRACTOR SHALL CONTROL SEDIMENTATION, EROSION AND POLLUTION DURING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF 'MANAGING URBAN STORMWATER:

SOILS AND CONSTRUCTION' PRODUCED BY LANDCOM.

E8. FOOTWAY AREA TO BE FULLY TURFED WITH COUCH GRASS, AND SHALL BE MAINTAINED AND REPLACED ASREQUIRED DURING THE CONSTRUCTION MAINTENANCE PERIOD, IN ACCORDANCE WITH CONDITION.

UTILITIES SHOWN ARE DIAGRAMMATIC ONLY AND MAY NOTINCLUDE ALL SERVICES WITHIN THE LIMIT OF WORKS.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY,LOCATE AND AVOID DAMAGE TO THEM AS SPECIFIED BY EACH

UTILITIES EXCAVATION GUIDE LINES/STANDARDS.

GENERAL NOTES (continued)G20. ALL CONSTRUCTION AND RESTORATION WORK ON COUNCIL'S ROAD AND FOOTPATH AREA ARE TO BE CARRIED

OUT IN ACCORDANCE WITH THE APPROVED DRAWINGS AND COUNCIL'S STANDARD SPECIFICATIONS.

G21. ALL LIGHT POLES, STREET NAME POLES AND BUS SHELTERS IN THIS SUBDIVISION WILL BE BLACK POWDERCOATED TO THE SATISFACTION OF BLACKTOWN CITY COUNCIL AND COMPLY TO COUNCIL'S SPECIFICATION.

G22. CONDUITS TO BE PLACED WHERE REQUIRED BY RELEVANT AUTHORITIES.

G23. PITS ARE TO HAVE STEP IRONS IF DEEPER THAN 1.2m, REFER TO COUNCIL'S STANDARD DWG A(BS)111S.

G24. STRUCTURAL CERTIFICATION REQUIRED FOR CONSTRUCTION OF MAJOR AND NON-STANDARD STRUCTURES(PITS & RETAINING WALLS).

G25. 100 YEAR FLOW PATHS TO BE FORMED AT TIME OF CONSTRUCTION.

LOT NUMBER & BOUNDARY

BUILDING / ENVELOPE

APPROXIMATE LIMIT OF WORKSOR STAGE

ROAD, NUMBER, CONTROL LINE,CHAINAGE & CHAINAGE MARK

COUNCIL STANDARD KERB &GUTTER OR ROLL KERB

COUNCIL STANDARD DISHCROSSING

STORMWATER DRAINAGE PIPEAND STRUCTURE

SUBSOIL DRAIN

COUNCIL STANDARD CONCRETEFOOTPATH & KERB RAMP

BATTER

CONTOUR LINE & LABEL

RETAINING WALL

STORMWATER DRAINAGE PIPEAND STUB

TREE - TO BE RETAINED

LOT #LOT # LOT #

KG

DC

20.010.0 30.0

RW1

ROAD

RK

CH #

ROAD ROAD

CH #

CH #

UTILITY -

SEWERGAS

WATER

ELECTRICITY

TELECOMS

PROPOSEDEXISTING FUTURE

NBN

LEGEND

TEMPORARY STORMWATERDRAINAGE PIPE

OPTIC FIBRE

EASEMENT (REFER LEGEND) (A) (B) (C)(A) (B) (C)

DIVERSION SWALE

TREE - TO BE REMOVED

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LOT 1DP 1208526



LOT 11DP 236422

SP2DRAINAGE

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RE1LAND

RE1LAND

SP2DRAINAGE

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LOT 37DP 39341

LOT 39DP 39341

LOT 38DP 39341


DA 15/01643




ROAD

No.0

1

ROAD

No.0

2

ROAD

No.0

3

ROAD No.05

ROAD No.04

Project No.






Orion

Consulting

Engineers

Revis

ion

By:For:

Milestone

Plan

Revision

Plott

ed: 2

1 Feb

ruar

y , 20

18 1:

15:21

PM

File

Nam

e: O:

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jects\

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A002

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DA

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FILE

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DEMOLITION PLAN

002

0 5 10 15 20 25 30 35 40 45 50

SCALE 1:1000 (A3)SCALE 1:500 (A1)

"DANGER - DEMOLITION INPROGRESS", OR SIMILARMESSAGE SHALL BE MAINTAINEDON THE FENCING ATAPPROPRIATE PLACES TO WARNTHE PUBLIC.

SIGNS:

EXISTING CONTOURS

EXISTING STRUCTURES TO BEDEMOLISHED AND MATERIALS TAKENTO APPROVED WASTE FACILITY

SITE SECURITY FENCE

LEGEND1. SURVEY PROVIDED BY BATHLA (DATE 9th JANUARY 2018)

2. CONTRACTOR TO ESTABLISH EXTENT OF ALL EXISTINGSERVICES WITHIN THE EXTENT OF WORKS.

3. CONTRACTOR TO GAIN ALL NECESSARY APPROVALS &PERMITS TO DEMOLISH, CAP OR REMOVE EXISTING SERVICESAS REQUIRED.

4. CONTRACTOR TO ALLOW FOR THE DEMOLITION OF ALLEXISTING STRUCTURES & FEATURES (ABOVE & BELOWGROUND) ON THE SITE REQUIRED, INCLUDING BUILDINGS,FENCES, EXISTING PAVEMENT, DRAINAGE, SIGNS ETC.

5. ALL DEMOLITION WORKS SHALL COMPLY WITH THEPROVISIONS OF AS2601:2001 THE DEMOLITION OFSTRUCTURES.

6. REMOVAL OF EXISTING ELECTRICAL INFRASTRUCTURE TO BECOMPLETED IN ACCORDANCE ELECTRICAL CONSULTANTSSPECIFICATIONS & DRAWINGS.

7. EXISTING SERVICES TO BE LOCATED FROM DBYD PLANS ANDONSITE SERVICES LOCATION.

8. TREE REMOVAL SHALL BE IN ACCORDANCE WITH BLACKTOWNCITY COUNCIL'S REQUIREMENTS AND SPECIFICATIONS.

UTILITIES SHOWN ARE DIAGRAMMATIC ONLY AND MAY NOTINCLUDE ALL SERVICES WITHIN THE LIMIT OF WORKS.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY,LOCATE AND AVOID DAMAGE TO THEM AS SPECIFIED BY EACH

UTILITIES EXCAVATION GUIDE LINES/STANDARDS.

EXISTING DAMN TO BE DE-SILTED,DE-SLUGGED & COMPACTED TO 95% STD

EXISTING FENCE TO BE REMOVED

PROVIDE LOCKABLESITE ACCESS GATE

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36.5

36.5

36.5

37.5

37.5

37.538.0

38.5

38.5

39.0

39.5

40.0

34.0

35.0

35.5

35.5

36.0

36.0

36.5

36.5

37.0

37.0

37.0

37.5

37.5

37.5

38.0 38.0

38.5

38.5

39.540.0

40.5

41.0

41.5

42.0

42.5

43.0

35.0

35.5

35.5

35.5

35.536.0

36.0 36.0

36.0

36.0

36.5

36.5

36.5

36.5

36.5

37.037.0

37.0

37.0

37.0

37.5

37.5

37.5

38.0

38.5

39.0

39.5

40.0

40.541.0

41.5

42.0

42.5

43.0

43.5

43.5

44.0

44.044.5

44.5

45.0

45.0

45.5

45.5

46.0

46.5

37.0

37.5

37.5

38.0

38.0

38.5

38.5

39.0

39.0

39.5

39.5

40.0

40.0

40.5

40.5

41.0

41.041.5

41.5

42.0

42.0

42.5

42.5

42.5

43.0

43.0

43.5

43.5

43.5

44.044.0

44.0

44.5

44.5

44.5

45.0

45.0

45.0

45.5

45.5

46.0

46.0

46.5

37.75

37.75

37.50

37.0

37.5

37.5

38.0

38.0

38.5

38.5

39.0

39.0

39.5

39.5

40.0

40.0

40.5

40.5

41.0

41.041.5

41.5

42.0

42.0

42.5

42.5

42.5

43.0

43.0

43.5

43.5

43.5

44.044.0

44.0

44.5

44.5

44.5

45.0

45.0

45.0

45.5

45.5

46.0

46.0

46.5

37.75

37.75

37.50

BAYSWATER AVENUE

MARW

AN A

VENU

E

BALF

OUR

STR

EET

WAT

ERLO

O ST

REET

LOT 1DP 1208526



LOT 11DP 236422

SP2DRAINAGE

ZONE

RE1LAND

RE1LAND

SP2DRAINAGE

ZONE

LOT 37DP 39341

LOT 39DP 39341

LOT 38DP 39341


DA 15/01643




ROAD

No.0

1

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CH 0.

0

CH 37

1.161

CH 15

.0

CH 30

.0

CH 45

.0

CH 60

.0

CH 75

.0

CH 90

.0

CH 10

5.0

CH 12

0.0

CH 13

5.0

CH 15

0.0

CH 16

5.0

CH 18

0.0

CH 19

5.0

CH 21

0.0

CH 22

5.0

CH 24

0.0

CH 25

5.0

CH 27

0.0

CH 28

5.0

CH 30

0.0

CH 31

5.0

CH 33

0.0

CH 34

5.0

CH 36

0.0

CH 0.0

CH 100.0

CH 15.0

CH 30.0

CH 45.0

CH 60.0

CH 75.0

CH 90.0

CH 0.0

CH 100.0

CH 15.0

CH 30.0

CH 45.0

CH 60.0

CH 75.0

CH 90.0

Project No.






Orion

Consulting

Engineers

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By:For:

Milestone

Plan

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SITE REGRADING PLAN

003

0 5 10 15 20 25 30 35 40 45 50

SCALE 1:1000 (A3)SCALE 1:500 (A1)

VOLUMESCUT - 890m³FILL - 27,130m³

IMPORT - 26,240m³

NOTES:- THESE VOLUMES ARE IN SITU ONLY(EXISTING SURFACE TO FINISHED DESIGNSURFACE).- NO BULKING FACTOR HAS BEEN APPLIED.- NO ALLOWANCE HAS BEEN MADE FORTOPSOIL STRIPPING OR RESPREAD.- NO ALLOWANCE HAS BEEN MADE FORUNSUITABLE MATERIAL ASSOCIATED WITHEXISTING DAMS SUCH AS WATER, MUD,SLUDGE ETC.- NO BOXING HAS BEEN APPLIED.

LEGEND

APPROXIMATEEXTENT OF CUT

APPROXIMATEEXTENT OF FILL

0.0 - 0.5m

0.5 - 1.0m

1.0 - 1.5m

1.5 - 2.0m

2.0 - 2.5m

> 2.5m

0.0 - 0.5m

0.5 - 1.0m

1.0 - 1.5m

1.5 - 2.0m

2.0 - 2.5m

> 2.5m

TEMP

ORAR

Y RE

TAIN

ING

WAL

L 'RW

01'

A004

B004

C004

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044

.15

3.967

44.37

45.49

1544

.8745

.41

27.86

745

.3345

.3130

45.36

45.23

44.02

45.53

45.39

4545

.5445

.4

6045

.2444

.86

7544

.6144

.27

9043

.7543

.68

101.2

8543

.1343

.24

105

42.87

42.99

117.4

4242

.2243

.2812

042

.143

.2

135

41.59

42.47

150

40.9

41.79

165

40.26

41.25

180

39.75

40.71

195

39.29

40.17

210

38.71

39.63

225

38.31

39.22

240

3839

.05

255

37.45

38.82

270

37.09

38.59

285

36.61

38.36

300

36.19

38.13

315

35.86

37.9

330

34.95

35.5

344.7

1834

.9737

.2534

534

.9737

.24

360

35.01

37.05

361.7

1535

.0137

.01

371.1

6135

.0335

.28

CHAINAGE

EXISTINGLEVEL

DESIGNLEVEL

DATUM R.L. 32

0 7.791

45.34

1544

.7545

.5115

.868

44.72

45.55

3044

.6145

.03

4544

.5744

.46

6044

.4144

.11

7543

.9943

.8

9043

.6443

.5692

.783

43.46

43.52

100CHAINAGE

EXISTINGLEVEL

DESIGNLEVEL

DATUM R.L. 40

0 7.887

38.15

1538

.1238

.4615

.963

38.12

38.5

3037

.9538

.72

4537

.7738

.92

6037

.7538

.81

7537

.4138

.54

84.70

237

.1838

.35

9037

.0538

.1692

.775

37.28

38.25

100CHAINAGE

EXISTINGLEVEL

DESIGNLEVEL

DATUM R.L. 33

TEMPORARY BATTER1V:4H (MAX)

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DESIGN SURFACE

EXISTING SURFACE

DESIGN SURFACE

EXISTING SURFACE

EXISTING SURFACE

DESIGN SURFACE

PROPOSED DEVELOPMENT

LIMIT

OF

WOR

KS

TEMPORARY BATTER1V:4H (MAX)

ULTIMATE DESIGN SURFACE

PROPOSED DEVELOPMENT

LIMIT

OF

WOR

KS

SECTIONSCALE: 1:100SCALE: 1:500003

A

SECTIONSCALE: 1:100SCALE: 1:500003

B SECTIONSCALE: 1:100SCALE: 1:500003

C

BASINBATTER1V:3H (MAX)

TEMPORARY RETAININGWALL 'RW01'

PROPOSED DEVELOPMENTEXISTING DEVELOPMENT

LIMIT

OF

WOR

KS

PROPOSED DEVELOPMENT FUTURE DEVELOPMENT

LIMIT

OF

WOR

KS

REFER CRAIG & RHODES PLANSREF: 17-88

DA: 15/02283

PROPOSED DEVELOPMENTFUTURE DEVELOPMENT

LIMIT

OF

WOR

KS

REFER ORION CONSULTINGENGINEERS PLANS

REF: 17-25DA: 15/01643

FUTURE DEVELOPMENT

LIMIT

OF

WOR

KS

REFER CRAIG & RHODES PLANSREF: 17-88

DA: 15/02283

Project No.






Orion

Consulting

Engineers

Revis

ion

By:For:

Milestone

Plan

Revision

Plott

ed: 2

1 Feb

ruar

y , 20

18 1:

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TERS

SITE REGRADINGSECTIONS

004

0 5 10 15 20 25 30 35 40 45 50

SCALE 1:1000 (A3)SCALE 1:500 (A1)

0 1 2 3 4 5 6 7 8 9 10

SCALE 1:100 (A1) SCALE 1:200 (A3)

36.5

36.5

36.5

37.5

37.5

37.538.0

38.5

38.5

39.0

39.5

40.0

34.0

35.0

35.5

35.5

36.0

36.0

36.5

36.5

37.0

37.0

37.0

37.5

37.5

37.5

38.0 38.0

38.5

38.5

39.540.0

40.5

41.0

41.5

42.0

42.5

43.0

35.0

35.5

35.5

35.5

35.536.0

36.0 36.0

36.0

36.0

36.5

36.5

36.5

36.5

36.5

37.037.0

37.0

37.0

37.0

37.5

37.5

37.5

38.0

38.5

39.0

39.5

40.0

40.541.0

41.5

42.0

42.5

43.0

43.5

43.5

44.0

44.044.5

44.5

45.0

45.0

45.5

45.5

46.0

46.5

37.0

37.5

37.5

38.0

38.0

38.5

38.5

39.0

39.0

39.5

39.5

40.0

40.0

40.5

40.5

41.0

41.041.5

41.5

42.0

42.0

42.5

42.5

42.5

43.0

43.0

43.5

43.5

43.5

44.044.0

44.0

44.5

44.5

44.5

45.0

45.0

45.0

45.5

45.5

46.0

46.0

46.5

37.75

37.75

37.50

37.0

37.5

37.5

38.0

38.0

38.5

38.5

39.0

39.0

39.5

39.5

40.0

40.0

40.5

40.5

41.0

41.041.5

41.5

42.0

42.0

42.5

42.5

42.5

43.0

43.0

43.5

43.5

43.5

44.044.0

44.0

44.5

44.5

44.5

45.0

45.0

45.0

45.5

45.5

46.0

46.0

46.5

37.75

37.75

37.50

BAYSWATER AVENUE

MARW

AN A

VENU

E

BALF

OUR

STR

EET

WAT

ERLO

O ST

REET

LOT 1DP 1208526



LOT 11DP 236422

SP2DRAINAGE

ZONE

RE1LAND

RE1LAND

SP2DRAINAGE

ZONE

LOT 37DP 39341

LOT 39DP 39341

LOT 38DP 39341


DA 15/01643




ROAD

No.0

1

ROAD

No.0

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ROAD

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ROAD No.05

ROAD No.04

POSSIBLESTOCKPILELOCATION

Project No.






Orion

Consulting

Engineers

Revis

ion

By:For:

Milestone

Plan

Revision

Plott

ed: 2

1 Feb

ruar

y , 20

18 1:

15:47

PM

File

Nam

e: O:

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DA

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FILE

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SEDIMENT & EROSIONCONTROL PLAN

100

0 5 10 15 20 25 30 35 40 45 50

SCALE 1:1000 (A3)SCALE 1:500 (A1)

PROVIDE LOCKABLESITE ACCESS GATE

LEGEND20.0

STABILISED SITE ACCESS

SITE SECURITY FENCE

POSSIBLE STOCKPILE LOCATION

SEDIMENT FENCE

CATCH DRAIN / DIVERSION BANK

PIT INLET FILTER (GEOTEXTILEOR MESH & GRAVEL)

CONTOURS

STRAW / HAY BALE FILTER

ENERGY DISSIPATER(LEVEL SPREADER)

WASTE BINS x 4 - 1 x MIXED MATERIAL,1 x PAPER / CARDBOARD,1 x METAL & 1 x TREATED TIMBER

GREEN WASTE BIN (1 x 2.5 x 2.5m)

MASONRY WASTE BIN (1 x 2.5 x 2.5m)

BASIN TO BE USED AS SEDIMENTBASIN DURING CONSTRUCTION

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Project No.






Orion

Consulting

Engineers

Revis

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By:For:

Milestone

Plan

Revision

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SEDIMENT & EROSIONCONTROL NOTES &DETAILS 101

VEGETATION.

IF STOCKPILES ARE TO BE IN PLACE FOR LONGER THAN 14 DAYS THEN THEY

SPOIL AND TOPSOIL STOCKPILES SHALL BE LOCATED AWAY FROM DRAINAGE LINESAND AREAS WHERE WATER MAY CONCENTRATE.

STOCKPILE NOTES:

FOLLOWING CONSTRUCTION, TOPSOIL SHALL BE RESPREAD TO A MINIMUM DEPTH

SHALL BE STABILIZED BY COVERING WITH A MULCH OR WITH TEMPORARY

CONFIRMED ON SITE.

MARK:-

SEDIMENTATION CONTROL DEVICES:

(PROPEX OR SIMILAR) BETWEEN POSTS AT 2m (3m MAX) CENTRES. FABRIC SHALLSILT FENCES SHALL BE CONSTRUCTED BY STRETCHING A FILTER FABRICDRIVEN 450mm INTO THE GROUND AND LOCATED ON THE BALE CENTRE LINE.100mm. EACH BALE SHALL BE SECURELY ANCHORED WITH TWO STEEL STAKESEND TO END IN A SINGLE ROW AND EMBEDDED INTO THE SOIL TO A DEPTH OFALL STRAW BALES SHALL BE BOUND WITH WIRE. STRAW BALES SHALL BE PLACED

BE BURIED 150mm ALONG ITS LOWER EDGE.

A POINT NOMINATED BY THE ENGINEER.

NO TREES SHALL BE REMOVED WITHOUT COUNCIL'S CLEARANCE.

b) ALL TREES TO BE LEFT UNDISTURBED AND TO BE CORDONED OFF.

THE APPLICANT'S REPRESENTATIVE TO IDENTIFY AND APPROPRIATELYTHE SITE MUST BE INSPECTED BY COUNCIL'S REPRESENTATIVE ANDROAD CENTRELINES HAVE BEEN PEGGED AND/OR PERMANENTLY MARKED,PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS, AND AFTER THE

WHERE CLEANING IS REQUIRED, THE SEDIMENT SHALL BE REMOVED TOMANAGEMENT DEVICES SHALL BE MAINTAINED ON A REGULAR BASIS.

DAMAGE DURING THE COURSE OF THE CONTRACT.RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AGAINST WATERCONFORMITY WITH THIS PLAN SHALL IN NO WAY REDUCE THE

AND THE ACCOMPANYING ROAD AND DRAINAGE PLANS."MANAGING URBAN STORMWATER SOILS AND CONSTRUCTION " -4TH EDITIONTHIS PLAN IS TO BE READ IN CONJUNCTION WITH THE GUIDELINES SET OUT IN

IS DIAGRAMMATIC ONLY AND THE ACTUAL REQUIREMENTS SHALL BELOCATION AND EXTENT OF SOIL AND WATER MANAGEMENT DEVICES

a) THE TREES TO BE RETAINED.

SPECIAL NOTES:

OF 100mm ON THE BARE SOIL SURFACES AND REVEGETATE.

ALL STOCKPILES TO BE (MAX) 2m HIGH AND PROTECTED WITH SILT FENCE.

FROM THE CONCLUSION OF LAND SHAPING.ALL DISTURBED AREAS SHALL BE REVEGETATED WITHIN 14 WORKING DAYS

AREAS WITHOUT CONSULTATION WITH COUNCIL'S ENGINEER.DRAINAGE LINES. NO LOT GRADING SHALL BE CARRIED OUT IN UNDISTURBEDDISTURBANCE OF VEGETATION SHALL BE LIMITED TO FILL AREAS, ROADWAYS AND

AREAS TO BE LEFT UNDISTURBED SHALL BE MARKED OFF.ACCESS WHERE POSSIBLE TO PROPOSED OR EXISTING ROAD ALIGNMENTS.VEHICULAR TRAFFIC SHALL BE CONTROLLED DURING DEVELOPMENT CONFINING

BALES SHALL BE PLACED AS A SEDIMENT CONTROL DEVICE WHERE REQUIRED.ALL TAIL-OUT DRAINS SHALL BE GRASSED AND TRAPEZOIDAL IN SECTION. STRAW

ALL DRAINAGE WORKS SHALL BE CONSTRUCTED AND STABILIZED AS EARLY AS

RESPREAD TO AID REVEGETATION IN THOSE AREAS.TOPSOIL FROM ALL AREAS TO BE DISTURBED SHALL BE STOCKPILED AND LATER

STORAGE OF SOIL AND TOPSOIL, SHALL BE IMPLEMENTED TO THE REQUIREMENTSALL EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING REVEGETATION AND

POSSIBLE DURING DEVELOPMENT.

OF THE "ENVIRONMENT PROTECTION AUTHORITY".AND "DEPT OF LAND AND WATER

GENERAL NOTES:

MINIMISE DUST BY WATERING WHEN REQUIRED.

CONSERVATION". MEASURES OUTLINED IN THE SEDIMENT & EROSION CONTROL PLAN

MANAGEMENT DEVICES TO REMAIN UNTIL THE END OF THE MAINTENANCE PERIOD.

MUST BE IMPLEMENTED PRIOR TO AND MAINTAINED DURING AND AFTER THECONSTRUCTION WORKS.

10.

9.

11.

21.

20.

18.

17.

16.

15.

14.

13.

12.

7.

6.

5.

4.

3.

2.

1.

8.

19.

2:1 SLOPE (MAX.)

FLOW2:1 S

LOPE (MA

X.)

SD 4-1STOCKPILES

CONSTRUCTION NOTES:1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,

CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.4. ALL STOCKPILES ARE TO BE LOCATED AND PLACED IN ACCORDANCE WITH THE CONTRACTOR'S

EROSION AND SEDIMENT CONTROL PLAN.5. WHERE STOCKPILES ARE TEMPORARY (

36.5

36.5

36.5

37.5

37.5

37.538.0

38.5

38.5

39.0

39.5

40.0

34.0

35.0

35.5

35.5

36.0

36.0

36.5

36.5

37.0

37.0

37.0

37.5

37.5

37.5

38.0 38.0

38.5

38.5

39.540.0

40.5

41.0

41.5

42.0

42.5

43.0

35.0

35.5

35.5

35.5

35.536.0

36.0 36.0

36.0

36.0

36.5

36.5

36.5

36.5

36.5

37.037.0

37.0

37.0

37.0

37.5

37.5

37.5

38.0

38.5

39.0

39.5

40.0

40.541.0

41.5

42.0

42.5

43.0

43.5

43.5

44.0

44.044.5

44.5

45.0

45.0

45.5

45.5

46.0

46.5

37.0

37.5

37.5

38.0

38.0

38.5

38.5

39.0

39.0

39.5

39.5

40.0

40.0

40.5

40.5

41.0

41.041.5

41.5

42.0

42.0

42.5

42.5

42.5

43.0

43.0

43.5

43.5

43.5

44.044.0

44.0

44.5

44.5

44.5

45.0

45.0

45.0

45.5

45.5

46.0

46.0

46.5

37.0

37.5

37.5

38.0

38.0

38.5

38.5

39.0

39.0

39.5

39.5

40.0

40.0

40.5

40.5

41.0

41.041.5

41.5

42.0

42.0

42.5

42.5

42.5

43.0

43.0

43.5

43.5

43.5

44.044.0

44.0

44.5

44.5

44.5

45.0

45.0

45.0

45.5

45.5

46.0

46.0

46.5

CH 115.023

CH 90.0

CH 105.0

114.988

CH 90.0

CH 105.0

CH 18

0.0

CH 19

5.0

CH 0.0

CH 15.0

CH 135.0

CH 150.0

CH 165.0

SAG 135.937

BAYSWATER AVENUE

MARW

AN A

VENU

E

332°

15'44

"

332°

15'44

"

R-75

8.0

BALF

OUR

STR

EET

WAT

ERLO

O ST

REET

RK RK

RK RK

RK KG

RK RK RK

RKRK

'RW

01'

'RW

01'

4.53.5

4.53.5

3.5 4.54.5

4.53.53.5

4.54.53.5

4.53.5

3.5 4.5 4.5 3.5 4.5 4.5 3

.53.5

LOT 1DP 1208526



LOT 11DP 236422

SP2DRAINAGE

ZONE

RE1LAND

RE1LAND

SP2DRAINAGE

ZONE

LOT 37DP 39341

LOT 39DP 39341

LOT 38DP 39341


DA 15/01643




330°

37'56

"

R300

.0

330°

32'10

"

R300

.0

68°31'35"

R-300.0 68°29'33" R-300.0 68°10'27"

148°

56'35

"

R-50

0.0

144°

42'7"

ROAD

No.0

1

ROAD

No.0

2

ROAD

No.0

3

ROAD No.05

ROAD No.04

TP 22

5.927

CH 0.0

TP 75.146

TP 83.679

CH 15.0

CH 30.0

CH 45.0

CH 60.0

CH 75.0

CH 0.0

TP 72.422

TP 81.459

CH 15.0

CH 30.0

CH 45.0

CH 60.0

CH 75.0

CH 0.

0

CH 24

1.855

CH 15

.0

CH 30

.0

CH 45

.0

CH 60

.0

CH 75

.0

CH 90

.0

CH 10

5.0

CH 12

0.0

CH 13

5.0

CH 15

0.0

CH 16

5.0

CH 18

0.0

CH 19

5.0

CH 21

0.0

CH 22

5.0

CH 24

0.0

SAG

227.4

28

TP 22

7.759

TP 54

0.978

TP 54

2.644

CH 55

2.673

CH 21

0.0

CH 22

5.0

CH 24

0.0

CH 25

5.0

CH 27

0.0

CH 28

5.0

CH 30

0.0

CH 31

5.0

CH 33

0.0

CH 34

5.0

CH 36

0.0

CH 37

5.0

CH 39

0.0

CH 40

5.0

CH 42

0.0

CH 43

5.0

CH 45

0.0

CH 46

5.0

CH 48

0.0

CH 49

5.0

CH 51

0.0

CH 52

5.0

CH 54

0.0

CRES

T 21

6.625

SAG

540.7

37

TP 54.166

TP 91.177

TP 106.212

CH 30.0

CH 45.0

CH 60.0

CH 75.0

CH 90.0

CH 105.0

CH 120.0

CH 19

8.169

IP 115.83

CH 85.023 CH 84.988

IP 23

1.421

IP 30

4.911

Project No.






Orion

Consulting

Engineers

Revis

ion

By:For:

Milestone

Plan

Revision

Plott

ed: 2

1 Feb

ruar

y , 20

18 1:

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PM

File

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TERS

NORTH

ENGINEERING PLAN

200

0 5 10 15 20 25 30 35 40 45 50

SCALE 1:1000 (A3)SCALE 1:500 (A1)

LIMIT OF ROAD CONSTRUCTION CH 85.023PROVIDE SMOOTH CONNECTION TOPROPOSED ROAD


LIMIT OF ROAD CONSTRUCTIONCH 115.83

LIMIT OF ROADCONSTRUCTION

CH 32.92


MAX1V:3H

MAX1V:4H

MAX1V:4H

PROVIDE 1.2m WIDECONCRETE FOOTPATH TOCOUNCIL STANDARD (TYP.)

HALF ROAD CONSTRUCTIONMAKE SMOOTH JUNCTION

WITH EXISTING LEVELS.

TEMPORARY OSD/WATER QUALITY BASINREFER TO DRAWINGS 401 & 402 FOR FURTHER

INFORMATION.

EXISTING DAMN TO BEDE-SILTED, DE-SLUGGED &COMPACTED TO 95% STD

FUTURE PITS AND PIPES

PROVIDE STUB FORFUTURE DRAINAGE

PROVIDE ALL WEATHERBASIN ACCESS RAMP

MAX 1:10 MAX1V

:3H

PIPE TO BE TEMPORARILYBLOCKED TO DIVERTFLOWS INTO BASIN

PIPE TO BE TEMPORARILY BLOCKEDTO DIVERT FLOWS INTO BASIN

TEMPORARY RETAINING WALL

TEMPORARY BATTER 1:4 MAX

NOTE:TEMPORARY STORMWATER PIPES TO BE REMOVED/DECOMMISSIONED FOLLOWING THE CONSTRUCTION OF THEADJOINING DEVELOPMENT AND FUTURE REGIONAL BASIN

CONSTRUCT TEMPORARY HEADWALLOUTLET WITH RIPRAP SCOUR PROTECTION

TAILOUT @ MIN 0.5% TO EXISTING



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4% -3% -3% 4%

-8.5

0.143

-80.1

23

-4.6

-0.01

1-4

.5-0

.141

-4.05

-0.12

1

00

4.05

-0.12

14.5

-0.14

14.6

-0.01

1

80.1

238.5

0.143

OFFSET

DESIGNLEVEL

1V:4H

-2% -3% -3% 4%

VARI

ESVA

RIES

-9.40

1-0

.105

-8.74

3-0

.092

-4.54

-0.01

1-4

.5-0

.161

-4.05

-0.12

1

00

4.05

-0.12

14.5

-0.14

14.6

-0.01

1

80.1

238.5

0.143

OFFSET

DESIGNLEVEL

NOTE· FOR STANDARD KERB TYPES REFER TO

BLACKTOWN CITY COUNCIL STANDARDDRAWING A(BS)101M.

· FOR FOOTPATH AND CYCLEWAY DETAILSREFER TO BLACKTOWN CITY COUNCILSTANDARD DRAWINGS A(BS)102S.

TYPICAL CROSS SECTION - ROAD No.01 & ROAD No.02SCALE 1:100 (NATURAL)

TYPICAL CROSS SECTION - ROAD No.03SCALE 1:100 (NATURAL)

CENT

RELIN

E CEN

TREL

INE

-3% 4%

00

4.05

-0.12

24.5

-0.14

24.6

-0.01

2

80.1

228.5

0.142


CENT

RELIN

E

-3%4%

4.05

-0.12

24.5

-0.14

24.6

-0.01

2

80.1

228.5

0.142

OFFSET

DESIGNLEVEL

-3% 4%

00

4.05

-0.12

24.5

-0.14

24.6

-0.01

2

80.1

228.5

0.142


CENT

RELIN

E

-3%4%

4.05

-0.12

24.5

-0.14

24.6

-0.01

2

80.1

228.5

0.142

OFFSET

DESIGNLEVEL

BOUN

DARY

0.5m

BERM

0.9m

1.2m

FOOT

PATH

PAT

HAT

2.5%

CRO

SSFA

LL

BOUN

DARY

0.5m

BERM

KERB

LINE

(RK)

VERGE3.5m WIDE

CARRIAGEWAY4.5m WIDE

LOCAL STREET16.0m WIDE

VERGE3.5m WIDE


KERB

LINE

(RK)

VERGE3.5m WIDE



VERGE3.5m WIDE


VERGE3.5m WIDE



VERGE3.5m WIDE


VERGE4.5m WIDE & VARIES


VERGE3.5m WIDE



BOUN

DARY

0.5m

BERM

0.9m

1.2m

FOOT

PATH

PAT

HAT

2.5%

CRO

SSFA

LL

BOUN

DARY

0.5m

BERM

KERB

LINE

(RK)

FUTURE PAVEMENT

KERB

LINE

(RK)

0.9m

1.2m

FOOT

PATH

PAT

HAT

2.5%

CRO

SSFA

LL

BOUN

DARY

0.5m

BERM

KERB

LINE

(RK)

BOUN

DARY

0.5m

BERM

KERB

LINE

(RK)

FUTURE PAVEMENT

BOUN

DARY

0.5m

BERM

KERB

LINE

(RK)

0.9m

1.2m

FOOT

PATH

PAT

HAT

2.5%

CRO

SSFA

LL

KERB

LINE

(KG)

300mm

300mm

300mm 300mm

300mm 300mm

300mm

300mm

Project No.






Orion

Consulting

Engineers

Revis

ion

By:For:

Milestone

Plan

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1 Feb

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18 1:

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TERS

ROAD TYPICAL CROSSSECTIONS

300

0 1 2 3 4 5 6 7 8 9 10

SCALE 1:100 (A1) SCALE 1:200 (A3)

CH 0

RL 46

.645

INTE

RSEC

TION

ROA

D No

.05

I.P. R

.L. 45

.428

-2.79% -5%GRADE

V.C.

R300HORIZ. GEOMETRY

046

.597

46.64

6

13.66

146

.2346

.265

1546

.209

46.22

7

3045

.824

45.76

43.66

145

.473

45.26

245

45.42

945

.21

6044

.862

44.57

7

73.66

144

.165

43.92

875

44.10

643

.861

75.14

644

.143

.854

83.67

943

.906

43.42

785

.023

43.92

443

.36

9043

.746

43.11

1

105

42.46

42.36

1

115.0

2342

.047

41.86

CHAINAGE

EXISTINGLEVEL

DESIGNLEVEL

DATUM R.L. 38

LONG SECTION - ROAD No.01SCALE 1:500 (H)SCALE 1:100 (V)

CH 0

RL 43

.889

INTE

RSEC

TION

ROA

D No

.05

I.P. R

.L. 43

.543

I.P. R

.L. 43

.235

-2.365% -3%GRADE

V.C.

R300HORIZ. GEOMETRY

043

.873

43.88

8

9.607

42.88

143

.661

14.60

742

.738

43.56

1542

.732

43.55

319

.607

42.67

643

.493

22.82

342

.642

43.46

3042

.592

43.37

7

4542

.686

43.12

945

.323

42.75

343

.123

6042

.592

42.78

1

67.82

342

.415

42.56

72.42

242

.315

42.42

275

42.30

142

.345

81.45

942

.084

42.15

1

84.98

842

.051

42.04

6

9041

.711

41.89

5

105

41.80

341

.445

114.9

8841

.647

41.14

5

CHAINAGE

EXISTINGLEVEL

DESIGNLEVEL

DATUM R.L. 36


I.P. R

.L. 37

.325

I.P. R

.L. 36

.624

-1%GRADE

V.C.

R-500HORIZ. GEOMETRY

034

.8537

.75

1534

.758

37.6

3036

.542

37.45

42.5

35.19

237

.333

4535

.164

37.31

1

54.16

635

.075

37.23

855

35.07

37.23

1

6035

.039

37.19

4

7535

.014

37.08

1

9035

.136

.969

91.17

735

.107

36.96

105

36.87

936

.856

106.2

1237

.346

36.84

7

115.8

335

.386

36.77

5

120

37.17

236

.744

120.9

3737

.633

36.73

7

135

38.47

736

.681

135.9

3738

.505

36.68

150

38.02

536

.7315

0.937

37.91

836

.737

165

35.92

36.84

2

180

35.95

236

.955

195

36.37

237

.067

197.2

436

.364

37.08

4

CHAINAGE

EXISTINGLEVEL

DESIGNLEVEL

DATUM R.L. 29


FUTURE DEVELOPMENT

LIMIT

OF

WOR

KS

FUTURE DEVELOPMENT

LIMIT

OF

WOR

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FUTURE DEVELOPMENT

LIMIT

OF

WOR

KS

FUTURE DEVELOPMENT

LIMIT

OF

WOR

KS

60VC 10VC

-1%

45VC

25VC

-0.75%

30VC

R-758

0.75%

INTE

RSEC

TION

ROA

D No

.04RL

37.45

CH 30








R.L.

36.68

CH 13

5.937

SAG

INTE

RSEC

TION

ROA

D No

.05RL

36.77

5CH

115.8

3

INTE

RSEC

TION

ROA

D No

.04RL

42.04

6CH

84.98

8

Project No.






Orion

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0 5 10 15 20 25 30 35 40 45 50

SCALE 1:1000 (A3)SCALE 1:500 (A1)

0 1 2 3 4 5 6 7 8 9 10

SCALE 1:100 (A1) SCALE 1:200 (A3)

CH 0

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D No

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CH 24

1.855

RL 37

.45IN

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No.03

CH 22

7.428

R.L.

37.14

6SA

G

I.P. R

.L. 38

.393

I.P. R

.L. 37

.094

-1.2%GRADE

V.C.

HORIZ. GEOMETRY

042

.051

42.04

6

1541

.544

41.59

6

3040

.952

41.14

6

4540

.527

40.69

6

6039

.841

40.24

6

7539

.087

39.79

6

9038

.579

39.34

691

.758

38.50

939

.293

105

38.11

338

.922

120

37.55

438

.565

121.7

5837

.508

38.52

8

135

37.33

438

.276

150

36.92

238

.055

151.7

5836

.873

38.03

3

165

36.45

637

.874

180

36.08

537

.694

195

35.94

37.51

4

210

35.75

337

.334

224

35.89

337

.166

225

35.93

137

.156

227.4

2836

.024

37.14

623

036

.142

37.15

7

236

36.41

637

.274

240

36.50

337

.394

241.8

5536

.542

37.45

CHAINAGE

EXISTINGLEVEL

DESIGNLEVEL

DATUM R.L. 29


CH 23

1.421

RL 46

.646

INTE

RSEC

TION

ROA

D No

.01

CH 30

4.911

RL 43

.889

INTE

RSEC

TION

ROA

D No

.02

CH 55

2.673

RL 36

.775

INTE

RSEC

TION

ROA

D No

.03

CH 21

6.625

R.L.

46.75

5CR

EST

CH 54

0.738

R.L.

36.60

3SA

G

I.P. R

.L. 47

.341

I.P. R

.L. 38

.453

-1.5% -3.185%GRADE

V.C.

HORIZ. GEOMETRY

195

46.49

446

.52

198.1

6946

.568

46.58

4

210

46.72

946

.733

216.6

2546

.7846

.755

224.2

4146

.731

46.72

622

546

.722

46.72

225.9

2746

.712

46.71

222

7.759

46.67

346

.693

231.4

2146

.597

46.64

5

240

46.41

846

.481

255

45.93

646

.016

259.2

4145

.785

45.84

3

270

45.34

745

.383

285

44.70

144

.741

300

44.07

244

.099

304.9

1143

.873

43.88

9

315

43.46

543

.457

330

42.85

842

.815

345

41.64

342

.173

360

40.90

241

.531

375

40.43

340

.889

390

39.75

940

.247

405

39.13

439

.605

410.9

0639

.026

39.35

2

420

38.86

38.99

431.9

0638

.479

38.59

9

435

38.37

638

.513

450

37.87

438

.185

452.9

0637

.777

38.13

8

465

37.40

537

.957

480

36.92

537

.732

495

36.35

337

.507

508

35.98

737

.312

510

35.92

237

.28

520.5

35.57

37.07

2

525

35.43

236

.959

533

35.31

536

.726

539

35.31

336

.609

540

35.31

736

.604

540.7

3835

.3236

.603

540.9

7835

.317

36.60

354

2.644

35.32

436

.6154

535

.341

36.64

552.6

7335

.386

36.77

5

CHAINAGE

EXISTINGLEVEL

DESIGNLEVEL

DATUM R.L. 29


FUTURE DEVELOPMENT

LIMIT

OF

WOR

KS

-3%

60VC 12VC

3%

70VC

2.75%

R-300

-4.28%

42VC 25VC 12VC

1.755%

R-300

I.P. R

.L. 36

.535

I.P. R

.L. 37

.124

Project No.






Orion

Consulting

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SCALE 1:1000 (A3)SCALE 1:500 (A1)

0 1 2 3 4 5 6 7 8 9 10

SCALE 1:100 (A1) SCALE 1:200 (A3)

36.5

36.5

36.5

37.5

37.5

37.538.0

38.5

38.5

39.0

39.5

40.0

34.0

34.034.5

35.0

35.0

35.035.0

35.5

35.5

35.5

35.5

36.0

36.036.0

36.0

36.5

36.536.5

36.5

37.0

37.0

37.037.0

37.5

37.5

37.537.5

38.0 38.038.0

38.5

38.5

38.5

39.0

39.540.0

40.0

40.5

40.5

41.0

41.0

41.5

42.0

42.5

43.0

35.0

35.5

35.5

35.5

35.536.0

36.0 36.0

36.0

36.0

36.5

36.5

36.5

36.5

36.5

37.0

37.0

37.0

37.0

37.0

37.5

37.5

37.5

38.0

38.5

39.0

39.5

40.0

40.541.0

41.5

42.0

42.5

43.0

43.5

43.5

44.0

44.044.5

44.5

45.0

45.0

45.5

45.5

46.0

46.5

37.0

37.5

37.5

38.0

38.0

38.5

38.5

39.0

39.0

39.5

39.5

40.0

40.0

40.5

40.5

41.0

41.041.5

41.5

42.0

42.0

42.5

42.5

42.5

43.0

43.0

43.5

43.5

43.5

44.044.0

44.0

44.5

44.5

44.5

45.0

45.0

45.0

45.5

45.5

46.0

46.0

46.5

37.75

37.75

37.50

37.0

37.5

37.5

38.0

38.0

38.5

38.5

39.0

39.0

39.5

39.5

40.0

40.0

40.5

40.5

41.0

41.041.5

41.5

42.0

42.0

42.5

42.5

42.5

43.0

43.0

43.5

43.5

43.5

44.044.0

44.0

44.5

44.5

44.5

45.0

45.0

45.0

45.5

45.5

46.0

46.0

46.5

37.75

37.75

37.50

BAYSWATER AVENUE

MARW

AN A

VENU

E

BALF

OUR

STR

EET

WAT

ERLO

O ST

REET

LOT 1DP 1208526



LOT 11DP 236422

SP2DRAINAGE

ZONE

RE1LAND

RE1LAND

SP2DRAINAGE

ZONE

LOT 37DP 39341

LOT 39DP 39341

LOT 38DP 39341


DA 15/01643




ROAD

No.0

1

ROAD

No.0

2

ROAD

No.0

3

ROAD No.05

ROAD No.04

Project No.






Orion

Consulting

Engineers

Revis

ion

By:For:

Milestone

Plan

Revision

Plott

ed: 2

1 Feb

ruar

y , 20

18 1:

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PM

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00.D

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TED:

2/21

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SER:

DUS

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WAL

TERS

NORTH

CATCHMENT PLAN

400

0 5 10 15 20 25 30 35 40 45 50

SCALE 1:1000 (A3)SCALE 1:500 (A1)

LEGENDCATCHMENT NAME, DIRECTION OFFALL & AREA

PROPOSED / DESIGN CATCHMENT ANDBOUNDARY

20.010.0CONTOURS (EXISTING & DESIGN)

APPROXIMATE EXISTING CATCHMENTAND B

BOUNDARY ROAD - blacktown.nsw.gov.au › files › assets › public › public... · DP 1208526LOT 1 DP 236422LOT 11 DP 236422LOT 9 DP 236422LOT 8 DP 1208526LOT 2 DRAINAGESP2 ZONE

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