viewpoint estate - stage e2 - uploads-ssl.webflow.com

ASPI

RING

DRI

VE

STAGE E2

WARATAH DRIVE

PROPOSED STAGE E1ASPECT DRIVE

HYATT ROAD

WINDMILL STREET

AINSWORTH

STREET

EXISTING RESIDENTIAL

Beveridge Williamsdevelopment & environment consultants

Scale

A1

Project Ref Drawing No Rev

Project

DrawingTitle

Drawn

DesignedDate

ApprovedDate Stage No

PS Number

Details

X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-001-COV.dwg

© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted

ofSheet

1702011 E2 001 D

VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO COVER SHEET

A.WILTSHIRE14.02.2019

A.WILTSHIRE

J.SPARK29.05.2019

PS818524E

96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JS

P1 AMENDMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS

B CONSTRUCTION ISSUE 04.10.2019 AW JSC CONSTRUCTION ISSUE 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS

01 13

DRAWING No. SHEET TITLE1702011-E2-001 1 OF 13 COVER SHEET1702011-E2-002 2 OF 13 PAVEMENT & GENERAL DETAILS1702011-E2-010 3 OF 13 LAYOUT PLAN1702011-E2-100 4 OF 13 LONGITUDINAL SECTION ASPIRING DRIVE1702011-E2-200 5 OF 13 CROSS SECTIONS ASPIRING DRIVE (SHEET 1 OF 4)

1702011-E2-201 6 OF 13 CROSS SECTIONS ASPIRING DRIVE (SHEET 2 OF 4)



1702011-E2-400 9 OF 13 DRAINAGE LONGITUDINAL SECTIONS (SHEET 1 OF 4)




1702011-E2-404 13 OF 13 PIT SCHEDULE

VIEWPOINT ESTATE - STAGE E2INTEGRA GROUP PTY LTD

CITY OF GREATER BENDIGO COUNCIL

LOCALITY PLANNOT TO SCALE

GENERAL NOTES1. PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE CONTRACTOR MUST ENSURE THAT ALL MATTERS RELATING TO THE OCCUPATIONAL

HEALTH AND SAFETY ACT 2004, INCLUDING ALL RELEVANT REGULATIONS, HAVE BEEN ADDRESSED. IN PARTICULAR, THE REQUIREDNOTIFICATIONS MUST BE CONVEYED TO THE VICTORIAN WORKCOVER AUTHORITY - HEALTH & SAFETY DIVISION WITH RESPECT TOTRENCHING OPERATIONS. DETAILS OF THE CONTRACTORS OCCUPATIONAL HEALTH & SAFETY PROCEDURES MUST BE LODGED WITH THESUPERINTENDENT PRIOR TO COMMENCEMENT OF WORKS.

2. ALL NATIVE TREES AND SHRUBS TO BE RETAINED UNLESS ROAD CONSTRUCTION NECESSITATES THEIR REMOVAL OR REMOVAL ISDIRECTED BY THE ENGINEER. A TOWN PLANNING PERMIT IS REQUIRED FOR THE REMOVAL OF NATIVE TREES AND / OR VEGETATION. THEREMOVAL OR RETENTION OF ANY EXISTING TREES MUST BE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN, OR ELSE APPROVALWILL BE REQUIRED FROM THE CITY OF GREATER BENDIGO LANDSCAPE APPROVALS OFFICER.

3. ALL LEVELS ARE IN METRES TO AUSTRALIAN HEIGHT DATUM AND TAKEN FROM LEVEL PLAN PROVIDED BY INTERGA PTY LTD (13.07.2018).

4. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS2124-1992 GENERAL CONDITIONS OF CONTRACT AND INFRASTRUCTURE DESIGNMANUAL (IDM) CURRENT SPECIFICATION AND STANDARD DRAWINGS AND TO THE SATISFACTION OF THE SUPERINTENDENT AND CITY OFGREATER BENDIGO WORKS SUPERVISOR. THE CONTRACTOR SHALL ENSURE THAT THEY ARE CONVERSANT WITH ALL CURRENT REVISIONS,AMENDMENTS AND UPDATES THAT HAVE BEEN MADE TO THESE STANDARDS.

5. THE SUPERINTENDENT, COUNCIL AND ALL SERVICE AUTHORITIES SHOULD BE NOTIFIED BY THE CONTRACTOR, IN WRITING, SEVEN DAYSPRIOR TO COMMENCEMENT OF THE WORKS.

6. ALL EXISTING SERVICES IN THE VICINITY OF THE WORKS ARE TO BE LOCATED PRIOR TO COMMENCEMENT OF WORKS. ANY IDENTIFIEDCONFLICTS SHALL BE NOTIFIED TO THE SUPERINTENDENT.

7. THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL SHORING, PLANKING AND STRUTTING, DEWATERING DEVICES, BARRICADES, SIGNS,LIGHTS, ETC, NECESSARY TO KEEP WORKS IN A SAFE AND STABLE CONDITION AND FOR THE PROTECTION OF THE PUBLIC.

8. BEFORE COMMENCEMENT OF WORKS ON TRENCHES IN EXCESS OF 1.5M DEEP, THE CIVIL CONTRACTORS CONSTRUCTION SUPERVISORMUST GIVE NOTICE IN WRITING OF SUCH PROPOSALS TO WORKSAFE VICTORIA IN ACCORDANCE WITH PART 5.1, DIVISION 4 OF THEOCCUPATIONAL HEALTH & SAFETY REGULATIONS (2007) AND UNDERTAKE SAFETY PRECAUTIONS IN TRENCHING OPERATIONS INACCORDANCE WITH WORKCOVER'S CODE OF PRACTICE (1988).

9. LOTS TO BE GRADED (1 IN 200 MIN SLOPE) & LEFT CLEAN TO THE SATISFACTION OF THE ENGINEER. FINISHED LEVELS TO BE COMPATIBLEWITH LOTS ADJOINING THIS STAGE.

10. ON COMPLETION THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL RUBBISH AND SPOIL FROM SITE. NO SURPLUS TREES,VEGETATION OR OTHER MATERIAL IS TO BE BURNT ON SITE.

11. RESERVES TO BE FREE DRAINING AND TO BE LEFT IN A CONDITION SATISFACTORY TO THE SUPERINTENDENT AND CITY OF GREATERBENDIGO WORKS SUPERVISOR.

12. WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES THESE SERVICES ARE TO BE LOCATED AND THE VARIOUS AUTHORITIESNOTIFIED PRIOR TO THE COMMENCEMENT OF WORKS.

13. ALL TBM'S AND CONTROL POINTS ARE TO BE MAINTAINED AND PROTECTED AT ALL TIMES DURING CONSTRUCTION. SHOULD ANY MARKS BEDISTURBED, THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE CONSULTANT TO ARRANGE RE-INSTATEMENT AT THE CONTRACTORSEXPENSE.

14. ALL AREAS SHOWN ON THE DRAWINGS TO BE CUT OR FILLED ARE TO BE STRIPPED OF TOPSOIL AND ALL TOPSOIL MUST BE STOCKPILED ONSITE.

15. UPON COMPLETION OF THE BULK EARTHWORKS TOPSOIL IS TO BE SPREAD TO A DEPTH OF 100MM OVER THE NOMINATED AREA ANDGRADED TO FINISHED LEVELS SHOWN ON THE DRAWINGS WITH A MINIMUM SLOPE OF 1 IN 200.

16. ALL NATURE STRIPS AND BATTERS SHALL BE COVERED WITH 75MM MIN.DEPTH TOPSOIL AND SEEDED WITH AN APPROVED SEED ANDFERTILIZER MIXTURE.

17. FILLING IN ALL PROPERTIES AND ROAD RESERVES IS TO BE CARRIED OUT USING APPROVED CLAY FILL. TOP SOIL AND ALL VEGETABLEMATTER TO BE STRIPPED FROM SITE PRIOR TO FILLING. ALL FILLING TO BE CARRIED OUT IN 150MM LAYERS AND COMPACTED TO 95% OFMODIFIED MIN DRY DENSITY. ALL FILLING TO COMPLY WITH AS3798-2007, SECTION 8.2, LEVEL 1 "GUIDELINES ON EARTHWORKS FORCOMMERCIAL AND RESIDENTIAL DEVELOPMENTS". A FILL REPORT MUST BE SUBMITTED SHOWING COMPLIANCE FROM A NATA REGISTEREDSOIL TESTING LABORATORY. ALL COMPACTION TESTING WILL NEED TO BE SUBMITTED TO COUNCIL PRIOR TO THE STABILISATION OF THEROADS. ANY FAILURES ARE TO BE REMEDIATED PRIOR TO THE STABILISATION OF THE ROADS.

18. PRIOR TO DISPOSAL OF EXCESS SPOIL THE TRUCK ROUTE AND DISPOSAL LOCATION TO BE APPROVED BY THE SUPERINTENDENT PRIOR TOCOMMENCING TO DISPOSE OF SPOIL.

19. CUT BATTERS BEHIND VEHICULAR ACCESSES MUST NOT EXCEED MAXIMUM GRADE OF 1 IN 8.

20. ALL LOTS ARE TO BE BROUGHT TO A FINISHED SURFACE LEVEL AND TOP SOILED TO ENSURE THAT FRONT BOUNDARIES ARE A MINIMUM OF150MM ABOVE THE TOP OF KERB UNLESS SHOWN AS REVERSE CROSS.

21. IMPORTING FILL:- ALL IMPORTED FILL MUST BE TESTED BY A NATA APPROVED LABORATORY TO ENSURE IT IS SUITABLE FOR USE ON SITE,AND ANY CONTAMINATES ARE WITHIN ACCEPTED LEVELS. UNDER NO CIRCUMSTANCES SHOULD FILL MATERIAL ENTER OR LEAVE THE SITEWITHOUT THE PERMISSION OF THE SUPERINTENDENT OR PRIOR TO IT BEING APPROPRIATELY TESTED.

22. ALL VEHICLES TRANSPORTING FILL MATERIAL TO AND FROM THE SITE MUST HAVE APPROPRIATE MEASURES IN PLACE TO ENSURE THATMATERIAL DOES NOT GET ONTO ROADS AND INTO STORMWATER SYSTEMS AND NATURAL WATERWAYS.

23. ALL FILL MATERIAL SHALL BE CLEAN, UNIFORM AND FREE OF ORGANIC MATTER AND MEET REQUIREMENTS OF AS 3798-2007 "GUIDELINESON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS".

24. FILL MATERIAL SHOULD BE PLACED IN LAYERS OF UNIFORM THICKNESS, DEPOSITED SYSTEMATICALLY ACROSS THE FILL AREA. THECONTRACTOR MUST EXCAVATE OR "BOX" INTO THE EXISTING SURFACE AT THE EDGE OF FILL TO PROVIDE A SUITABLE JUNCTION WITH THEEXISTING SURFACE AND TO AVOID FEATHERED EDGES.

25. BEFORE ANY LOOSE LAYER OF FILL IS COMPACTED, THE MATERIAL AND ITS MOISTURE CONDITION SHOULD BE AS UNIFORM AS ISPRACTICABLE THROUGH OUT ITS DEPTH.

26. THE MAXIMUM PARTICLE SIZE OF ANY ROCKS OR OTHER LUMPS WITHIN THE FILL LAYER, AFTER COMPACTION, SHOULD NOT EXCEED 100MMOR TWO-THIRDS OF THE COMPACTED LAYER THICKNESS.

27. IF THERE IS A DELAY IN THE PLACEMENT OF SUBSEQUENT FILL LAYERS, PREVIOUSLY ACCEPTED LAYERS SHOULD CONFORM WITH THESPECIFICATION BEFORE FURTHER FILL IS PLACED. IF THESE LAYERS HAVE WETTED UP OR DRIED OUT, THEY MAY INHIBIT COMPACTIONOR CAUSE HEAVING OF SUBSEQUENT LAYERS. IN THESE INSTANCES, DRYING OR WETTING OF THE FILL BY THE CONTRACTOR WILL BEREQUIRED TO ACHIEVE OPTIMUM COMPACTION.

28. FILL IS TO BE TESTED IN INCREMENTS OF DEPTH NOT GREATER THAN 500MM.

29. FILL BATTER FACES ARE TO BE OVERFILLED AND CUT BACK. THE TRIMMED AND COMPACTED FACE SHOULD HAVE A ROUGHENED SURFACETO REDUCE RUNOFF.

30. THE SURFACE OF ALL FILL LAYERS MUST BE SHAPED TO PROVIDE DRAINAGE AND TO PREVENT PONDING.

31. ALL FILL TO BE COMPACTED TO THAT SHOWN OR 95% STANDARD DENSITY OR BETTER. MOISTURE CONTENT MUST BE IN THE RANGE OF-10% TO +5% OPTIMUM.

32. WHERE FILL PLACEMENT IS LESS THAN 200MM STRIPPING OF TOPSOIL MAY BE DELETED,IN WHICH CASE THE CONTRACTOR SHALL REMOVEALL ORGANIC MATTER FROM EXISTING SURFACE PRIOR TO PLACING TOPSOIL.

33. FILLING TO BE COMPLETED PRIOR TO SEWER AND DRAINAGE CONSTRUCTION, UNLESS IDENTIFIED IN CMP AND APPROVED BY AUTHORITY.

34. FILLING IN ROAD RESERVES IS TO BE CARRIED OUT USING APPROVED CLAY FILL. TOP SOIL AND ALL VEGETABLE MATTER TO BE STRIPPEDFROM SITE PRIOR TO FILLING. ALL FILLING TO BE CARRIED OUT IN 150MM LAYERS AND COMPACTED TO 95% OF MIN DRY DENSITY.

35. THE WATER CONDUIT OFFSET FROM THE LOT BOUNDARY IS GIVEN ON THE WATER RETICULATION PLAN. THE CONTRACTOR MUSTCONSTRUCT CONDUITS TO ACCORD WITH THE GIVEN OFFSET AND ENSURE THAT THE CONCRETER MARKS THE KERB AND FOOTPATHEXACTLY ABOVE THE CONDUIT.

36. ALL FOOTPATHS AND SHARED PEDESTRIAN/BICYCLE PATHS ARE TO BE 125MM THICK CONCRETE AS PER IDM STANDARD DRAWINGS SD205,210, 220 AND 225.

37. TELCOMMUNICATION CONTRACTOR TO BE NOTIFIED SEVEN (7) DAYS PRIOR TO CONCRETE WORKS BEING PLACED.

38. ELECTRICAL DISTRIBUTION PITS WITHIN FOOTPATHS ARE TO BE A MINIMUM OF 300MM WITHIN THE EDGE OF THE CONCRETE. CONCRETE ISTO BE PLACED AROUND DISTRIBUTION PITS TO A MINIMUM DEPTH OF 200MM.

39. ALL STREET SIGNS TO BE CONSTRUCTED AND ERECTED TO CURRENT CITY OF GREATER BENDIGO STANDARDS INCLUDING LOGO.

40. TRAFFIC CONTROL SIGNS, MARKINGS & DELINEATORS TO BE INSTALLED IN ACCORDANCE WITH AS1742.2. ALL LINE MARKING IS TO BE LONGLIFE ROAD MARKING, WITH LONGITUDINAL LINES IN THERMOPLASTIC AND TRANSVERSE MARKINGS IN COLD APPLIED.

41. KERB TRANSITION TO TAKE PLACE IN THE MINOR STREET OVER A 1.0M LENGTH FROM EITHER THE TANGENT POINT OR TP PIT.

42. EXISTING ROAD WORKS TO BE RECONSTRUCTED AS REQUIRED TO PROVIDE, WITHOUT DISCONTINUITY, A CONNECTION IN ACCORDANCEWITH DESIGN LEVELS AND GRADES.

NORTH / WESTBOUNDLANE

ROAD RESERVE 17.00

CENT

RELIN

E

3.450.602.900.05

CARRIAGEWAY WIDTH

1 in 30

1 in 40

NATURESTRIP

FOOTPATH

1.902.40

G DW

BOUN

DARY

LINE

3.45 0.60 2.90 0.05

1 in 30

1 in 40

FOOTPATH

BOUN

DARY

LINE

1.902.40

TE

NATURESTRIP

SOUTH / EASTBOUNDLANE

1.003.55 1.00 3.55

GASPOTABLE WATER

LIGHT POLES / TREESELECTRICITY

LIGHT POLES / TREES

1.501.50

1 in 8

1 in 8

1 in 8

1 in 8

8.10

17.0m ROAD RESERVE

TWO WAY CROSS FALL

ASPIRING DRIVEN.T.S

TELECOMUNICATIONS NBN

170mm SIZE 20mm CLASS 3 F.C.R.COMPACTED TO A MINIMUM DENSITY RATIO OF 96% (MODIFIED) AS1289,5.2.1

PREPARED SUBGRADE200MM SELECT FILL OR STABILISED CLAY3% LIME STABALISATION (BY MASS)

30mm ASPHALT SEALPRIME

120mm SIZE 20mm CLASS 2 F.C.R.COMPACTED TO A MINIMUM DENSITY RATIO OF 98% (MODIFIED) AS1289,5.2.1

ASPIRING DRIVE

DIAL BEFOREYOU DIGwww.1100.com.au

WARNING

BEWARE OF UNDERGROUND SERVICES

The locations of underground services are approximate only and

their exact position should be proven on site.

No guarantee is given that all existing services are shown.

Locate all underground services before commencement of works

DIAL 1100 BEFORE YOU DIG

www.1100.com.au

SM2 (M) SM2 (M)

BEDDING 50mm COMPACTEDLAYER CLASS 3 FCR

FOOTPATHS 125mm THICKNESSCONCRETE TO BE 25MPa AT 28 DAYSBROOM FINISH

BUILD

ING

LINE

N.T.S

EXPANSION JOINTS TO BE CONSTRUCTED WITHBITUMINOUS FIBRE BOARD OR EQUIVALENT. THEYSHALL BE PLACED EVERY 12 METRES, AT BOTHSIDES OF DRIVEWAYS AND WHERE PEDESTRIANLAYBACKS ARE CONSTRUCTED. TRAVERSE JOINTSAT 1.5 METRES SPACINGS. WHERE REQUIREDSTARTER BARS TO BE USED TO TIE INTO EXISTINGPAVING.

0.05m 1500mm 0.05m

SUBGRADE

EXISTING SUBBASENEW SUBBASEPAVEMENT LAYER

NEW BASE PAVEMENT LAYER

SAW

CUT

EXIS

TING

PAVE

MENT

EXISTING BASE

500mm

N.T.S

JOINTING FOR NEW PAVEMENTS TO EXISTING PAVEMENT.(TO BE APPLIED TO LONGITUDINAL JOINTS FOR WIDENING LANES)

1 IN 40 CROSSFALL FROMBUILDING LINE TOWARDS KERB

PAVEMENT JOINTLAPPING BASE LAYER

PAVEMENT COMPOSITION

AS PER IDM SD205

SL72 MESH SLABREINFORCEMENT CENTRAL

KERB DETAILS

FOOTPATH DETAIL

EDGE STRIP

15 CHAMFER

300

200

R75

50 300250

235

150

40

600

R225

R15

SM2(M)

85

25 CHAMFER

NOT TO SCALEBeveridge Williamsdevelopment & environment consultants

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-002-DET.dwg


ofSheet

1702011 E2 002 D

VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO PAVEMENT & GENERAL DETAILS


A.WILTSHIRE

J.SPARK29.05.2019

PS818524E



B CONSTRUCTION ISSUE 04.10.2019 AW JSC AS CONSTRUCTED 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS

02 13

1 in 6

300m

m DE

EP

N.T.S

OVERLAND FLOW

DRAIN TYPICAL

SECTION

2000mm 2000mm 2000mm

1 in 6

S S S S S SS S S S S S

EE

EE

EE

E

TT

TT

TT

T

ExS

ExS

ExS

ExS

ExS

ExS

TBM3

SS

SS

SS

SS

SS

S

S

DWDW

DW

DWDW

DW

GG

GG

GG

S

S

S

S

427

428

426

425

424

423

422

421

429

405

401

407

18

18

32

32

FS185.531185.53 FS184.682

184.74

FS184.769184.39

FS185.208185.21

FS185.116184.90 FS184.869

184.42

FS185.297185.01

FS185.028184.74

FS185.333185.22

FS185.444185.44

FS185.980185.98 FS186.615

186.45

FS186.919187.11

FS186.396186.57

FS185.872185.99

FS185.325185.28

FS185.035184.92

FS184.941184.54 FS185.232

185.03

FS184.847184.29 FS184.815

184.46

FS184.747184.19 FS184.406

184.01

FS184.700184.43 FS184.098

183.97

FS184.688184.69 FS184.360

184.36

FS184.975184.72

FS185.284184.97 H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

FS187.626187.63

FS187.097187.10

FS186.567186.57

FS185.920185.92

FS185.442185.44

SS

SS

SS

S

H

DH

D

H

D

3m S

&D E

FS185.975185.77

2m D E

78 WARATAH ROAD76 WARATAH ROAD



84 WARATAH ROAD

> > > > > >> > > > > >

SS

SS

SS

H

D

FS185.288185.17

576m²

576m²

640m²

512m²

448m²

576m²

640m²

448m²

591m²

770m²

700m²

770m²

700m²

770m²

770m²

404

406

402

403

700m²

32

32

32

32

35

35

35

32

1420

1814

1620

18

3522

2020

622

2022

22

2020

22

1420

1816

2018

(18.4

6)

35

22

22

32

32

3235

35

35

22

146GW

GW

GW

GW

GW

GW

GW

GW

GW

H

D

185.000

185.100

HD

PROPOSED STAGE E1

ASPI

RING

DRI

VE


WARATAH ROAD

SM

2(m

) K

ER

B

SM

2(m

) K

ER

B

CH44.648

CH48.317

CH62.317CH66.648

CH82.317CH86.648

CH100.317

CH106.648

CH112.648 CH114.317

CH130.317CH134.648

CH150.317CH154.648

CH168.317

CH176.648

CH186.317

EX.SEP

EX.GSEP

EX.GJP

EX.GJPGSEP

375Ø

600Ø

GJP

GJP

1 IN 8 BATTER

1 IN 8 BATTER

TBMSPIKE IN POSTE 262884.028N 5939046.856RL 185.500

CH0.000

GSEP GSEP300Ø

CONTRACTOR TO BREAK INTO EX.GJP 5TO CONNECT 375Ø PIPE.

CONTRACTOR TO USE MORTARSO PIPE IS FULLY SEALED.

CONTRACTOR TOCONNECT DRAINAGE

SECTION 6-2 TOEX.600Ø STUB.

EX.90

0Ø

EX.90

0Ø

EX.900Ø

EXISTING FENCE TOBE REMOVED.

EX.45

0Ø

EX.45

0Ø

EX.GJP

EX.JPEX.JP

EX.GJP

EX.GJP

GJP

EX.SEP

GJP

GJP

GJP

GJP

GJP

GJP

1

2

3

4

5

6

7

26

2740

4243

44

1

2

25

13

14

15

16

34

35

36

3738

CONTRACTOR TO ADJUST EXISTINGPIT LEVELS TO NEW DESIGN LEVEL.

EE

EE

EE

EE

EE

TT

TT

TT

TT

TT

ExS

ExS

ExS

ExS

DWDW

DWDW

DWDW

DWDW

DW

GG

GG

GG

GG

G

424

423

422

421

405

414

415

416

420

407

413

412

411

410

35

35

20

20

419

418

417

18

18

32

32

32

20

20

FS185.028184.74

FS185.333185.22

FS185.444185.44

FS185.980185.98 FS186.615

186.45

FS186.716186.72 FS187.225

187.16

FS187.341187.34 FS187.837

187.77

FS187.711187.71 FS188.477

188.38

FS188.073188.07

188.85

FS188.381188.38 FS189.600

189.43

FS188.854188.85 FS190.059

189.76

FS189.088189.09 FS190.419

190.05FS190.687

190.69

FS190.150190.36

FS189.793189.95

FS189.375189.56

FS188.840189.02

FS188.433188.63

FS187.967188.16

FS187.501187.69

FS186.919187.11

FS186.396186.57

FS185.872185.99

FS185.325185.28

FS185.035184.92

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

H

D

FS189.049

FS191.601191.60

FS191.173191.17

FS190.643190.64

FS190.178190.18

FS189.758189.76

FS189.297189.30

FS188.715188.72

FS188.218188.22

FS187.626187.63

FS187.097187.10

FS186.567186.57

FS185.920185.92

FS185.442185.44

SS

SS

SS

SS

S

3m S

&D E

FS185.975185.77

SS

SS

SS

SS

S

ExS

FS185.288185.17

672m²

576m²

576m²

640m²

448m²

512m²

640m²

576m²

576m²

640m²

512m²770m²

700m²

770m²

770m²

700m²

770m²

700m²

770m²

770m²

700m²

404

406

408

409

32

3235

1620

18

2220

22

22

1620

18

35

35

35

35

35

35

32

32

32

32

32

32

32

2220

2220

2222

2222

2022

2022

2118

1820

1416

1614

2018

1821

3235

22

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

H

D

ASPI

RING

DRI

VE


PROPOSED FUTURE RESIDENTIAL

SM

2(m

) K

ER

B

SM

2(m

) K

ER

B

CH114.317

CH130.317CH134.648

CH150.317CH154.648

CH168.317

CH176.648

CH186.317

CH198.648

CH206.317

CH218.648

CH222.322

CH238.317CH240.648

CH252.317

CH260.648

CH282.648

CH272.317

CH290.317

CH308.317

CH304.648

CH324.648

JP

GSEP

375Ø

600Ø

1 IN 8 BATTER

1 IN 8 BATTER

CONTRACTOR TOINSTALL PSM

CONSTRUCT 10m RADIUSTURNING CIRCLE.150mm CL3 FCR.WITH G9-18NO THROUGH ROAD SIGN

PROVIDE BLOCKOUT INSOUTH WALL FOR

FUTURE 375Ø DRAIN INVERT IL.189.262

GSEP

GSEP

GSEP GSEP300Ø

300Ø

EX.45

0Ø

EX.45

0Ø

EX.GJP

EX.GJP

375Ø

375Ø

GJP

GJP

PROVIDE BLOCKOUT INSOUTH WALL FOR

FUTURE 375Ø DRAIN INVERT IL.187.990

375Ø

375Ø STUB

375Ø

CONSTRUCT A 375ØSTUB @ 1 IN 300 ATINVERT LEVEL 190.037m

GJP

JP

1 IN 8 BATTER

1 IN 8 BATTER

GJP

GJP

GJP

GJP

GJP

GJP

GJP

7

8

27

28

40

41

29

31

30

13

14

15

16

17

18

19

20

21

22

GSEP

42300Ø

REV D

1:500 @ A10 50403020105 NBeveridge Williamsdevelopment & environment consultants

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-010-LAY.dwg


ofSheet

1702011 E2 010 D

VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO LAYOUT PLAN


A.WILTSHIRE

J.SPARK29.05.2019

PS818524E

96 Main RoadBallarat VIC 3350ph: 03 5327 2000www.beveridgewilliams.com.auP0 ISSUED FOR APPROVAL 21.06.2019 AW JZ


B CONSTRUCTION ISSUE 04.10.2019 AW JSC BATTERS REMOVED FROM FROM LOTS 401-404 & 429-425 12.11.2019 AW JZD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS

03 13H

D

SERVICES OFFSET SCHEDULE

ROAD NAMEGAS WATER ELECTRICITY TELSTRA

SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)ASPIRING DRIVE WEST 1.90 WEST 2.40 EAST 2.40 EAST 1.90

FR157.40

TW159.30

BW159.30

141.34

FS140.35

GW

G

H

O

DW

Ex D

Ex S

E

O/H E

LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLET

SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERS (INDICATIVE ONLY)ELECTRICITY (UNDERGROUND)ELECTRICITY (OVERHEAD)

GAS

OPTIC FIBRE

WATERRECYCLED WATER

EXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALL

RETAINING WALLZERO LOT LINESPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKSTAGE BOUNDARY

H

S

NDW

T TELECOMMUNICATIONS

ExG

ExO

ExDW

ExE

ExO/H EEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBRE

EXISTING WATEREXISTING RECYCLED WATERExNDW

ExT EXISTING TELECOMMUNICATIONS

EXISTING STORMWATER DRAIN & PITS

RIDGE LINE

D

SEE ABOVE RIGHT FOR CONTINUATION

SEE BELOW LEFT FOR CONTINUATION

WARNING

BEWARE OF UNDERGROUND SERVICES

The locations of underground services are approximate only and

their exact position should be proven on site.

No guarantee is given that all existing services are shown.

Locate all underground services before commencement of works

DIAL 1100 BEFORE YOU DIG

www.1100.com.au

DESIGN LINEEXISTING SURFACE

PROPOSED LIP OF KERB

RIGHT BUILDING LINE ON EXISTING SURFACELEFT BUILDING LINE ON EXISTING SURFACE

EXISTING STAGE B1DEVELOPMENT

PROPOSED STAGE E2 DEVELOPMENT

PROPOSED STAGE E2 DEVELOPMENT

FUTURE RESIDENTIALDEVELOPMENT

CH 12

2.850

CH 28

0.001

ELV.

184.9

95

ELV.

189.5

68

0.5 % 2.91 % 1.78 %VERTICAL GEOMETRY

L= 35m VC L= 60m VC

HORIZONTAL GEOMETRY

44.64

818

4.587

184.6

8218

4.489

184.6

8218

4.489

184.6

04

48.31

718

4.487

184.6

7718

4.508

184.6

7718

4.508

184.6

22

60.00

018

4.270

184.7

3518

4.566

184.7

3518

4.566

184.6

8162

.317

184.2

6018

4.747

184.5

7818

4.747

184.5

7818

4.692

66.64

818

4.270

184.7

6918

4.599

184.7

6918

4.599

184.7

14

80.00

018

4.361

184.8

3518

4.666

184.8

3518

4.666

184.7

8182

.317

184.3

2518

4.847

184.6

7818

4.847

184.6

7818

4.792

86.64

818

4.340

184.8

6918

4.699

184.8

6918

4.699

184.8

14

100.0

0018

4.603

184.9

3518

4.766

184.9

3518

4.766

184.8

81

105.3

5018

4.712

184.9

6218

4.793

184.9

6218

4.793

184.9

0810

6.648

184.7

3618

4.969

184.8

0018

4.949

184.8

0018

4.915

112.6

4818

4.770

185.0

1718

4.847

185.0

0718

4.847

184.9

6211

4.317

184.8

0018

5.035

184.8

6518

5.035

184.8

6518

4.980

120.0

0018

4.941

185.1

0918

4.940

185.1

0918

4.940

185.0

55

130.3

1718

5.157

185.3

2518

5.132

185.3

0218

5.132

185.2

47

134.6

4818

5.303

185.4

2718

5.235

185.4

0418

5.235

185.3

50

140.0

0018

5.494

185.5

7218

5.379

185.5

4918

5.379

185.4

94

150.3

1718

5.812

185.8

7218

5.679

185.8

4918

5.679

185.7

94

154.6

4818

5.924

185.9

9818

5.805

185.9

7518

5.805

185.9

20

160.0

0018

6.062

186.1

5418

5.961

186.1

3118

5.961

186.0

76

168.3

1718

6.340

186.3

9618

6.203

186.3

7318

6.203

186.3

18

176.6

4818

6.650

186.6

3818

6.446

186.6

1518

6.446

186.5

60

180.0

0018

6.774

186.7

3618

6.543

186.7

1318

6.543

186.6

58

186.3

1718

6.953

186.9

1918

6.727

186.8

9618

6.727

186.8

42

198.6

4818

7.310

187.2

7818

7.086

187.2

5518

7.086

187.2

0120

0.000

187.3

4918

7.318

187.1

2518

7.295

187.1

2518

7.240

206.3

1718

7.528

187.5

0118

7.309

187.4

7818

7.309

187.4

24

218.6

4818

7.900

187.8

6018

7.668

187.8

3718

7.668

187.7

8322

0.000

187.9

4018

7.900

187.7

0718

7.877

187.7

0718

7.822

222.3

2218

8.009

187.9

6718

7.775

187.9

4418

7.775

187.8

90

238.3

1718

8.470

188.4

3318

8.240

188.4

1018

8.240

188.3

5524

0.000

188.5

1418

8.482

188.2

8918

8.459

188.2

8918

8.404

240.6

4818

8.532

188.5

0018

8.308

188.4

7718

8.308

188.4

23

250.0

0118

8.779

188.7

7318

8.580

188.7

5018

8.580

188.6

9525

2.317

188.8

4118

8.840

188.6

4718

8.817

188.6

4718

8.762

260.0

0018

9.055

189.0

5418

8.862

189.0

3118

8.862

188.9

7726

0.648

189.0

7318

9.072

188.8

7918

9.049

188.8

7918

8.994

272.3

1718

9.396

189.3

7518

9.183

189.3

5218

9.183

189.2

98

280.0

0018

9.588

189.5

6118

9.369

189.5

3818

9.369

189.4

8328

2.648

189.6

5818

9.623

189.4

3018

9.600

189.4

3018

9.545

290.3

1718

9.798

189.7

9318

9.601

189.7

7018

9.601

189.7

16

300.0

0018

9.946

189.9

9318

9.800

189.9

7018

9.800

189.9

15

304.6

4819

0.015

190.0

8218

9.890

190.0

5918

9.890

190.0

05

308.3

1719

0.078

190.1

5018

9.958

190.1

2718

9.958

190.0

7331

0.001

190.1

0619

0.181

189.9

8819

0.158

189.9

8819

0.103

320.0

0019

0.276

190.3

5919

0.166

190.3

3619

0.166

190.2

81

324.6

4819

0.339

190.3

64

CHAINAGE

EXISTING SURFACE

EXISTING SURFACE ATLEFT BOUNDARY

LEFT LIP OF KERB

EXISTING SURFACE ATRIGHT BOUNDARY

RIGHT LIP OF KERB

DESIGN CENTRELINE

DATUM RL182

0.000

184.7

5518

4.758

3.900

184.7

1318

4.548

8.900

184.6

5718

4.425

20.00

018

4.532

184.4

81

40.00

018

4.533

184.5

81

L= 5m VC

RL 184.424CH 8.476

-5.39 %

340.0

0019

0.498

190.6

38

348.5

8119

0.645

190.7

91

329.6

4819

0.382

190.4

50

1:500 H 1:50 V @ A1HORIZONTAL

0 50.5VERTICAL

4321

0 50403020105Beveridge Williamsdevelopment & environment consultants

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-100-RLS.dwg


ofSheet

1702011 E2 100 D

VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO LONGITUDINAL SECTIONASPIRING DRIVE


A.WILTSHIRE

J.SPARK29.05.2019

PS818524E




04 13

CH 44.65

2.5% 3.8% 3.3% 3.3% 3.8% 2.5%

-8.50

018

4.73

184.6

82-8

.450

184.7

318

4.682

-6.95

018

4.70

184.6

44

-4.05

018

4.54

184.5

34-3

.750

184.5

118

4.449

-3.45

018

4.53

184.4

89

0.000

184.5

918

4.604

3.450

184.5

018

4.489

3.750

184.5

118

4.449

4.050

184.5

218

4.534

6.950

184.6

918

4.644

8.450

184.7

418

4.682

8.500

184.7

418

4.682

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.183.50

CH 48.32

2.5% 3.0% 3.3% 3.3% 3.0% 2.5%

-8.50

018

4.43

184.6

77-8

.450

184.4

318

4.677

-6.95

018

4.42

184.6

40

-4.05

018

4.48

184.5

53-3

.750

184.4

818

4.468

-3.45

018

4.48

184.5

08

0.000

184.4

918

4.622

3.450

184.4

718

4.508

3.750

184.4

718

4.468

4.050

184.4

718

4.553

6.950

184.5

918

4.640

8.450

184.6

518

4.677

8.500

184.6

518

4.677

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.183.50

CH 62.32

2.5% 3.0% 3.3% 3.3% 3.0% 2.5%

-8.50

018

4.19

184.7

47-8

.450

184.1

918

4.747

-6.95

018

4.20

184.7

10

-4.05

018

4.21

184.6

23-3

.750

184.2

218

4.538

-3.45

018

4.22

184.5

78

0.000

184.2

618

4.692

3.450

184.3

018

4.578

3.750

184.3

118

4.538

4.050

184.3

218

4.623

6.950

184.3

818

4.710

8.450

184.4

118

4.747

8.500

184.4

118

4.747

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.183.50

CH 66.65

2.5% 3.0% 3.3% 3.3% 3.0% 2.5%-8

.500

184.2

018

4.769

-8.45

018

4.20

184.7

69

-6.95

018

4.20

184.7

31

-4.05

018

4.20

184.6

44-3

.750

184.2

118

4.559

-3.45

018

4.21

184.5

99

0.000

184.2

718

4.714

3.450

184.3

218

4.599

3.750

184.3

218

4.559

4.050

184.3

318

4.644

6.950

184.3

718

4.731

8.450

184.3

918

4.769

8.500

184.3

918

4.769

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.183.50

CH 82.32

2.5% 3.0% 3.3% 3.3% 3.0% 2.5%

-8.50

018

4.29

184.8

47-8

.450

184.2

918

4.847

-6.95

018

4.29

184.8

10

-4.05

018

4.28

184.7

23-3

.750

184.2

818

4.638

-3.45

018

4.28

184.6

78

0.000

184.3

218

4.792

3.450

184.3

518

4.678

3.750

184.3

518

4.638

4.050

184.3

618

4.723

6.950

184.3

818

4.810

8.450

184.4

018

4.847

8.500

184.4

018

4.847

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.183.50

CH 86.65

2.5% 3.0% 3.3% 3.3% 3.0% 2.5%

-8.50

018

4.36

184.8

69-8

.450

184.3

618

4.869

-6.95

018

4.36

184.8

31

-4.05

018

4.35

184.7

44-3

.750

184.3

518

4.659

-3.45

018

4.34

184.6

99

0.000

184.3

418

4.814

3.450

184.3

718

4.699

3.750

184.3

818

4.659

4.050

184.3

818

4.744

6.950

184.4

018

4.831

8.450

184.4

218

4.869

8.500

184.4

218

4.869

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.183.50

CH 100.32

2.5% 3.0% 3.3% 3.3% 3.0% 2.5%

-8.50

018

4.54

184.9

37-8

.450

184.5

418

4.937

-6.95

018

4.53

184.8

99

-4.05

018

4.56

184.8

12-3

.750

184.5

618

4.727

-3.45

018

4.57

184.7

67

0.000

184.6

118

4.882

3.450

184.6

318

4.767

3.750

184.6

218

4.727

4.050

184.6

118

4.812

6.950

184.6

418

4.899

8.450

184.6

418

4.937

8.500

184.6

418

4.937

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.184.00

CH 106.65

2.5% 3.0% 3.3% 3.3% 2.3% 2.5%

-8.50

018

4.70

184.9

69-8

.450

184.6

918

4.969

-6.95

018

4.67

184.9

32

-4.05

018

4.60

184.8

45-3

.750

184.6

118

4.760

-3.45

018

4.63

184.8

00

0.000

184.7

418

4.915

3.450

184.8

218

4.800

3.750

184.8

218

4.760

4.050

184.8

218

4.845

6.950

184.7

718

4.912

8.450

184.7

218

4.949

8.500

184.7

218

4.949

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.184.00

CH 112.65

2.5% 3.0% 3.3% 3.3% 2.7% 2.5%

-8.50

018

4.87

185.0

17-8

.450

184.8

718

5.017

-6.95

018

4.85

184.9

79

-4.05

018

4.80

184.8

92-3

.750

184.8

018

4.807

-3.45

018

4.80

184.8

47

0.000

184.7

718

4.962

3.450

184.7

918

4.847

3.750

184.7

918

4.807

4.050

184.7

918

4.892

6.950

184.7

718

4.969

8.450

184.7

418

5.007

8.500

184.7

418

5.007

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.184.00

CH 114.32

2.5% 3.0% 3.3% 3.3% 3.0% 2.5%

-8.50

018

4.92

185.0

35-8

.450

184.9

218

5.035

-6.95

018

4.89

184.9

97

-4.05

018

4.85

184.9

10-3

.750

184.8

518

4.825

-3.45

018

4.84

184.8

65

0.000

184.8

018

4.980

3.450

184.7

818

4.865

3.750

184.7

818

4.825

4.050

184.7

818

4.910

6.950

184.7

618

4.997

8.450

184.7

518

5.035

8.500

184.7

518

5.035

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.184.00


0 50.5VERTICAL

4321

0 1086421

LEGENDEXISTING SURFACE

DESIGN SURFACE

1702011 E2 200 D

VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO CROSS SECTIONSASPIRING DRIVESHEET (1 OF 4)


A.WILTSHIRE

J.SPARK29.05.2019

PS818524E



B CONSTRUCTION ISSUE 04.10.2019 AW JSC BATTERS REMOVED FROM FROM LOTS 401-404 & 429-425 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-200-RXS.dwg


ofSheet

REFER TO AS3798 WHERE FILL IS REQUIREDUNDER PAVEMENT AND FOOTPATHS WHERECONSTRUCTED ABOVE NATURAL SURFACE.ALL FILL WILL REQUIRE COMPACTION TESTINGTO THE SATISFACTION OF THE CITY OFGREATER BENDIGO.

CH 176.65

2.5% 3.8% 3.3% 3.0% 2.5% 1 in 8

-10.3

8518

6.87

186.8

74

-8.50

018

6.84

186.6

38-8

.450

186.8

418

6.638

-6.95

018

6.81

186.6

01

-4.05

018

6.76

186.4

91-3

.750

186.7

518

6.406

-3.45

018

6.74

186.4

46

0.000

186.6

518

6.560

3.450

186.5

618

6.446

3.750

186.5

518

6.406

4.050

186.5

418

6.491

6.950

186.4

718

6.578

8.450

186.4

518

6.615

8.500

186.4

518

6.615

10.00

318

6.43

186.4

27

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.185.50

CH 186.32

2.5% 3.8% 3.3% 2.5% 1 in 8

-10.2

9918

7.14

187.1

44

-8.50

018

7.11

186.9

19-8

.450

187.1

118

6.919

-6.95

018

7.08

186.8

82

-4.05

018

7.03

186.7

72-3

.750

187.0

218

6.687

-3.45

018

7.02

186.7

27

0.000

186.9

518

6.842

3.450

186.8

918

6.727

3.750

186.8

818

6.687

4.050

186.8

818

6.772

6.950

186.8

318

6.859

8.450

186.7

918

6.896

8.500

186.7

918

6.896

9.469

186.7

818

6.775

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.186.00

CH 198.65

2.5% 3.8% 3.3% 2.5% 1 in 8

-10.2

6518

7.50

187.4

99

-8.50

018

7.46

187.2

78-8

.450

187.4

618

7.278

-6.95

018

7.43

187.2

41

-4.05

018

7.38

187.1

31-3

.750

187.3

818

7.046

-3.45

018

7.37

187.0

86

0.000

187.3

118

7.201

3.450

187.2

518

7.086

3.750

187.2

418

7.046

4.050

187.2

418

7.131

6.950

187.1

918

7.218

8.450

187.1

618

7.255

8.500

187.1

618

7.255

9.405

187.1

418

7.142

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.186.50

CH 206.32

2.5% 3.8% 3.3% 2.5% 1 in 8

-10.2

3718

7.72

187.7

19

-8.50

018

7.69

187.5

01-8

.450

187.6

818

7.501

-6.95

018

7.66

187.4

64

-4.05

018

7.60

187.3

54-3

.750

187.5

918

7.269

-3.45

018

7.59

187.3

09

0.000

187.5

318

7.424

3.450

187.4

718

7.309

3.750

187.4

618

7.269

4.050

187.4

618

7.354

6.950

187.4

118

7.441

8.450

187.3

918

7.478

8.500

187.3

918

7.478

9.334

187.3

718

7.374

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.186.50

CH 218.65

2.5% 3.8% 3.3% 2.5%

-10.3

1518

8.09

188.0

87

-8.50

018

8.05

187.8

60-8

.450

188.0

518

7.860

-6.95

018

8.02

187.8

23

-4.05

018

7.97

187.7

13-3

.750

187.9

618

7.628

-3.45

018

7.96

187.6

68

0.000

187.9

018

7.783

3.450

187.8

518

7.668

3.750

187.8

418

7.628

4.050

187.8

418

7.713

6.950

187.8

018

7.800

8.450

187.7

718

7.837

8.500

187.7

718

7.837

9.079

187.7

618

7.765

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.187.00

1 in 83.3%

3.3% 3.0%1 in 8

1 in 8

1 in 83.3%

3.0%1 in 8

3.3% 3.0%

3.0%

3.3%

CH 130.32

2.5% 3.8% 3.3% 3.3% 3.0% 2.5%

-8.78

918

5.29

185.2

88-8

.500

185.2

818

5.325

-8.45

018

5.28

185.3

25

-6.95

018

5.25

185.2

87

-4.05

018

5.20

185.1

77-3

.750

185.2

018

5.092

-3.45

018

5.19

185.1

32

0.000

185.1

618

5.247

3.450

185.1

518

5.132

3.750

185.1

518

5.092

4.050

185.1

518

5.177

6.950

185.1

118

5.264

8.450

185.0

918

5.302

8.500

185.0

918

5.302

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.184.50

CH 134.65

2.5% 3.8% 3.3% 3.3% 3.0% 2.5%

-8.63

018

5.44

185.4

43-8

.500

185.4

418

5.427

-8.45

018

5.44

185.4

27

-6.95

018

5.41

185.3

90

-4.05

018

5.36

185.2

80-3

.750

185.3

618

5.195

-3.45

018

5.35

185.2

35

0.000

185.3

018

5.350

3.450

185.2

918

5.235

3.750

185.2

918

5.195

4.050

185.2

818

5.280

6.950

185.2

518

5.367

8.450

185.2

218

5.404

8.500

185.2

218

5.404

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.184.50

CH 150.32

1 in 8 2.5% 3.8% 3.3% 3.3% 3.0% 2.5% 1 in 8

-9.64

918

6.02

186.0

15

-8.50

018

5.99

185.8

72-8

.450

185.9

918

5.872

-6.95

018

5.96

185.8

34

-4.05

018

5.90

185.7

24-3

.750

185.8

918

5.639

-3.45

018

5.88

185.6

79

0.000

185.8

118

5.794

3.450

185.7

418

5.679

3.750

185.7

418

5.639

4.050

185.7

318

5.724

6.950

185.6

918

5.811

8.450

185.6

618

5.849

8.500

185.6

618

5.849

10.20

118

5.64

185.6

36OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.185.00

CH 154.65

1 in 8 2.5% 3.8% 3.3% 3.3% 3.0% 2.5% 1 in 8

-9.64

718

6.14

186.1

41

-8.50

018

6.11

185.9

98-8

.450

186.1

118

5.998

-6.95

018

6.07

185.9

60

-4.05

018

6.01

185.8

50-3

.750

186.0

018

5.765

-3.45

018

6.00

185.8

05

0.000

185.9

218

5.920

3.450

185.8

518

5.805

3.750

185.8

518

5.765

4.050

185.8

418

5.850

6.950

185.8

018

5.937

8.450

185.7

718

5.975

8.500

185.7

718

5.975

10.36

118

5.74

185.7

42

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.185.00

CH 168.32

1 in 8 2.5% 3.8% 3.3% 3.3% 3.0% 2.5% 1 in 8

-10.3

2718

6.62

186.6

24

-8.50

018

6.57

186.3

96-8

.450

186.5

718

6.396

-6.95

018

6.53

186.3

58

-4.05

018

6.45

186.2

48-3

.750

186.4

418

6.163

-3.45

018

6.43

186.2

03

0.000

186.3

418

6.318

3.450

186.2

518

6.203

3.750

186.2

418

6.163

4.050

186.2

318

6.248

6.950

186.1

818

6.335

8.450

186.1

618

6.373

8.500

186.1

518

6.373

10.46

418

6.13

186.1

27

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.185.50


0 50.5VERTICAL

4321

0 1086421


DESIGN SURFACE


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet

1702011 E2 201 D

VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO CROSS SECTIONSASPRING DRIVESHEET (2 OF 4)


A.WILTSHIRE

J.SPARK29.05.2019

PS818524E




06 13


CH 222.32

2.5% 3.8% 3.3% 2.5%

-10.3

5418

8.20

188.1

99

-8.50

018

8.16

187.9

67-8

.450

188.1

618

7.967

-6.95

018

8.13

187.9

30

-4.05

018

8.08

187.8

20-3

.750

188.0

718

7.735

-3.45

018

8.07

187.7

75

0.000

188.0

118

7.890

3.450

187.9

618

7.775

3.750

187.9

518

7.735

4.050

187.9

518

7.820

6.950

187.9

118

7.907

8.450

187.8

818

7.944

8.500

187.8

818

7.944

9.060

187.8

718

7.874

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.187.00

CH 238.32

2.5% 3.8% 3.3% 2.5% 1 in 8

-10.3

9818

8.67

188.6

70

-8.50

018

8.63

188.4

33-8

.450

188.6

318

8.433

-6.95

018

8.60

188.3

95

-4.05

018

8.55

188.2

85-3

.750

188.5

418

8.200

-3.45

018

8.54

188.2

40

0.000

188.4

718

8.355

3.450

188.4

118

8.240

3.750

188.4

018

8.200

4.050

188.4

018

8.285

6.950

188.3

518

8.372

8.450

188.3

218

8.410

8.500

188.3

218

8.410

9.313

188.3

118

8.308

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.187.50

CH 240.65

2.5% 3.8% 3.3% 2.5% 1 in 8

-10.3

4118

8.73

188.7

31

-8.50

018

8.70

188.5

00-8

.450

188.6

918

8.500

-6.95

018

8.67

188.4

63

-4.05

018

8.61

188.3

53-3

.750

188.6

018

8.268

-3.45

018

8.60

188.3

08

0.000

188.5

318

8.423

3.450

188.4

718

8.308

3.750

188.4

718

8.268

4.050

188.4

618

8.353

6.950

188.4

118

8.440

8.450

188.3

818

8.477

8.500

188.3

818

8.477

9.374

188.3

718

8.368

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.187.50

CH 252.32

2.5% 3.8% 3.0% 2.5% 1 in 8

-10.2

2218

9.05

189.0

55

-8.50

018

9.02

188.8

40-8

.450

189.0

218

8.840

-6.95

018

8.98

188.8

02

-4.05

018

8.92

188.6

92-3

.750

188.9

118

8.607

-3.45

018

8.91

188.6

47

0.000

188.8

418

8.762

3.450

188.7

818

8.647

3.750

188.7

718

8.607

4.050

188.7

718

8.692

6.950

188.7

018

8.779

8.450

188.6

618

8.817

8.500

188.6

518

8.817

10.15

718

8.61

188.6

09

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.188.00

CH 260.65

2.5% 3.8% 3.3% 3.0% 2.5% 1 in 8

-10.3

8318

9.31

189.3

07

-8.50

018

9.27

189.0

72-8

.450

189.2

618

9.072

-6.95

018

9.23

189.0

34

-4.05

018

9.16

188.9

24-3

.750

189.1

618

8.839

-3.45

018

9.15

188.8

79

0.000

189.0

718

8.994

3.450

188.9

918

8.879

3.750

188.9

818

8.839

4.050

188.9

718

8.924

6.950

188.8

918

9.011

8.450

188.8

518

9.049

8.500

188.8

518

9.049

10.58

618

8.79

188.7

88

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.188.00

CH 272.32

2.5% 3.8% 3.3% 3.0% 2.5% 1 in 8

-10.2

5818

9.59

189.5

95

-8.50

018

9.56

189.3

75-8

.450

189.5

618

9.375

-6.95

018

9.53

189.3

38

-4.05

018

9.47

189.2

28-3

.750

189.4

718

9.143

-3.45

018

9.46

189.1

83

0.000

189.4

018

9.298

3.450

189.3

218

9.183

3.750

189.3

118

9.143

4.050

189.3

118

9.228

6.950

189.2

218

9.315

8.450

189.1

818

9.352

8.500

189.1

818

9.352

10.29

318

9.13

189.1

28

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.188.50

CH 282.65

3.8% 3.3% 3.0% 2.5% 1 in 8

-10.0

9118

9.82

189.8

21

-8.50

018

9.79

189.6

23-8

.450

189.7

918

9.623

-6.95

018

9.77

189.5

85

-4.05

018

9.72

189.4

75-3

.750

189.7

218

9.390

-3.45

018

9.71

189.4

30

0.000

189.6

618

9.545

3.450

189.5

818

9.430

3.750

189.5

718

9.390

4.050

189.5

618

9.475

6.950

189.4

718

9.562

8.450

189.4

318

9.600

8.500

189.4

318

9.600

10.32

018

9.37

189.3

72

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.188.50

CH 290.32

3.8% 3.0% 2.5% 1 in 8

-9.96

718

9.98

189.9

77

-8.50

018

9.95

189.7

93-8

.450

189.9

418

9.793

-6.95

018

9.91

189.7

56

-4.05

018

9.87

189.6

46-3

.750

189.8

618

9.561

-3.45

018

9.86

189.6

01

0.000

189.8

018

9.716

3.450

189.7

018

9.601

3.750

189.6

918

9.561

4.050

189.6

818

9.646

6.950

189.6

018

9.733

8.450

189.5

518

9.770

8.500

189.5

518

9.770

10.75

318

9.49

189.4

89

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.188.50

CH 304.65

2.5% 3.8% 3.3% 3.0% 2.5%1 in 8

-10.4

9919

0.33

190.3

32

-8.50

019

0.28

190.0

82-8

.450

190.2

819

0.082

-6.95

019

0.24

190.0

45

-4.05

019

0.14

189.9

35-3

.750

190.1

318

9.850

-3.45

019

0.12

189.8

90

0.000

190.0

219

0.005

3.450

189.9

118

9.890

3.750

189.9

018

9.850

4.050

189.8

918

9.935

6.950

189.8

019

0.022

8.450

189.7

619

0.059

8.500

189.7

619

0.059

11.64

518

9.67

189.6

66

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.189.00

CH 308.32

2.5% 3.8% 3.3% 3.0% 2.5%1 in 8

-10.7

4919

0.43

190.4

31

-8.50

019

0.36

190.1

50-8

.450

190.3

519

0.150

-6.95

019

0.30

190.1

13

-4.05

019

0.20

190.0

03-3

.750

190.1

918

9.918

-3.45

019

0.18

189.9

58

0.000

190.0

819

0.073

3.450

189.9

718

9.958

3.750

189.9

618

9.918

4.050

189.9

519

0.003

6.950

189.8

619

0.090

8.450

189.8

219

0.127

8.500

189.8

119

0.127

11.83

618

9.71

189.7

10

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.189.00

1 in 83.3%

3.3%3.3%1 in 8

1 in 83.0%

1 in 8

1 in 83.0%

1 in 83.3%

1 in 8 2.5% 3.3%

1 in 8 2.5% 3.3%3.3%

1 in 83.3%

1 in 83.3%

3.3%

3.3% 3.0%

3.3%


0 50.5VERTICAL

4321

0 1086421


DESIGN SURFACE


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet

1702011 E2 202 D



A.WILTSHIRE

J.SPARK29.05.2019

PS818524E




07 13


CH 324.65

2.5% 3.8% 3.3% 3.3% 3.0% 2.5%1 in 8

-10.4

1619

0.68

190.6

81

-8.50

019

0.62

190.4

42-8

.450

190.6

219

0.442

-6.95

019

0.57

190.4

04

-4.05

019

0.48

190.2

94-3

.750

190.4

719

0.209

-3.45

019

0.46

190.2

49

0.000

190.3

419

0.364

3.450

190.2

219

0.249

3.750

190.2

119

0.209

4.050

190.2

019

0.294

6.950

190.1

019

0.381

8.450

190.0

519

0.419

8.500

190.0

519

0.419

12.51

218

9.92

189.9

17

OFFSETS

EXISTING SURFACE

DESIGN SURFACE

DATUM R.L.189.00

1 in 8


0 50.5VERTICAL

4321

0 1086421


DESIGN SURFACE


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet

1702011 E2 202 D



A.WILTSHIRE

J.SPARK29.05.2019

PS818524E




08 13


ASPIRINGDRIVE

EXISTINGDRAINAGE

EX.GSEPEX.SEP EX.GJP EX.GJPEX.SEP EX.GP

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)

DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)

(Reach Length)

DATUM

EX.GP EX.GP EX.GP EX.SEP EX.DSEP

178.0

900Ø

1 in 100

1.2841.8112.85

(21.687)

184.6

2918

4.583

0.000

182.4

5818

2.458

2.125

2.125

183.0

18

1

900Ø

1 in 171

0.7101.3842.18

(51.341)

184.5

3818

4.618

21.68

718

2.675

182.7

501.9

431.8

6818

3.575

183.6

92

2

900Ø

1 in 200

0.7081.2812.01

(14.600)

184.3

8818

4.779

73.02

818

3.050

183.0

701.7

291.7

0918

3.950

183.9

67

3

900Ø

1 in 207

0.6751.2581.98

(37.121)

184.8

5418

4.854

87.62

818

3.143

183.1

631.7

241.7

0418

4.043

184.1

75

4

675Ø

1 in 93.5

0.4210.8702.43

(3.049)

184.9

9118

4.991

124.7

4918

3.342

183.3

851.6

281.5

8518

4.242

184.2

55

5

450Ø

1 in 152

0.4270.2311.45

(54.841)

185.0

1918

5.019

127.7

9818

3.417

184.4

401.6

020.5

7918

4.263

184.4

7018

4.890

6

450Ø

1 in 103

0.3920.2821.77

(41.059)18

5.624

185.6

2418

2.639

184.8

0018

4.850

0.824

0.774

185.5

1418

5.624

7

450Ø

1 in 195

0.3960.2041.28

(39.000)

186.9

9118

6.991

223.6

9818

5.250

185.3

501.7

411.6

4118

6.399

186.9

9818

6.877

8

450Ø

1 in 202

0.4020.2001.26

(64.800)

187.6

1518

7.615

262.6

9818

5.550

185.6

202.0

651.9

9518

7.558

187.6

15

9

375Ø

1 in 101

0.4030.1741.58

(8.100)

187.7

2818

7.728

327.4

9818

5.940

185.9

901.7

881.7

3818

7.728

10

187.7

7718

7.777

335.5

9818

6.070

1.707

187.7

4018

7.777

11

WAT

ER 12

5mm

IL 18

4.111

GAS

50mm

IL 18

4.166

CONTRACTOR TO ADJUST EXISTING PITLEVELS TO NEW DESIGN LEVEL.


0 50.5VERTICAL

4321

0 50403020105

LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

X:\17\1702011 - Viewpoint Estate, Bendigo\_Eng\E2\Drawings\1702011-E2-400-DLS.dwg


ofSheet

1702011 E2 400 D

VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO DRAINAGE LONGITUDINAL SECTIONSSHEET (1 OF 4)


A.WILTSHIRE

J.SPARK29.05.2019

PS1818524E


P1 COMMENTS AS PER COUNCILS COMMENTS 08.08.2019 AW JSP2 AMENDMENTS AS PER COUNCILS COMMENTS 13.08.2019 AW JSP3 AMENDMENTS AS PER COUNCILS COMMENTS 29.08.2019 AW JSA CONSTRUCTION ISSUE 17.09.2019 AW JS

B CONSTRUCTION ISSUE 04.10.2019 AW JSC AS CONSTRUCTED 12.11.2019 AW JSD PIT 42 ADDED & 300DIA STORMWATER ROAD CROSSING 09.01.2020 AW JS

09 13

CRUSHED ROCK BACKFILL

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(Reach Length)

DATUM

EX.DSEP EX.SEP

EXISTINGDRAINAGE

180.0

375Ø

1 in 179

0.4070.1311.19

(57.380)

187.7

7718

7.777

335.5

9818

6.070

186.1

701.7

071.6

0718

7.740

187.7

69

11

188.5

8818

8.588

392.9

7818

6.490

2.098

188.3

2818

8.588

12

180.0

375Ø

1 in 50

0.2430.2482.25

(27.013)

184.9

9118

4.978

0.000

183.3

4218

3.750

1.636

1.228

183.8

2418

3.837

184.0

50

5

375Ø

1 in 50

0.2440.2482.25

(20.000)

185.1

2518

5.176

27.01

318

4.290

184.3

100.8

860.8

6618

4.636

184.6

85

13

375Ø

1 in 49.3

0.2450.2502.26

(21.607)

185.5

0118

5.501

47.01

318

4.710

184.7

300.7

910.7

7118

5.056

185.1

06

14

375Ø

1 in 47.6

0.2080.2542.3

(22.391)

186.1

8418

6.184

68.62

018

5.168

185.1

881.0

160.9

9618

5.515

185.7

45

15

375Ø

1 in 47.8

0.2090.254

2.3

(19.995)18

6.486

186.4

8691

.011

185.6

5818

5.678

0.827

0.807

186.0

6018

6.096

16

375Ø

1 in 48

0.2100.2532.29

(22.010)

187.0

5318

7.053

111.0

0618

6.096

186.1

160.9

560.9

3618

6.426

186.4

63

17

375Ø

1 in 46

0.2110.2592.34

(19.798)

187.7

3618

7.770

133.0

1618

6.575

186.5

951.1

951.1

7518

6.906

186.9

43

18

375Ø

1 in 66.6

0.1830.2151.95

(22.215)

188.1

3818

8.131

152.8

1418

7.026

187.0

461.1

051.0

8518

7.357

187.5

20

19

375Ø

1 in 78.9

0.1840.1971.79

(21.796)

188.3

9218

8.392

175.0

2918

7.380

187.4

001.0

120.9

9218

7.761

187.7

89

20

375Ø

1 in 73.7

0.1850.2041.85

(20.187)

188.6

8518

8.685

196.8

2518

7.676

187.6

961.0

090.9

8918

7.989

188.0

18

21

188.8

6418

8.864

217.0

1218

7.970

187.9

900.8

940.8

7418

8.284

188.3

13

22

GJP GJP GJP GJP GJP GJP GJP GJP GJP GJPEX.GJP

EX.INVERT 183.349 FROMDR.14234R25 - STAGE B1

CLASS 2 RRJ ORSTORMPRO/BLACKMAX






CLASS 2 RRJOR STORMPRO





0 50.5VERTICAL

4321

0 50403020105



Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet

1702011 E2 401 D



A.WILTSHIRE

J.SPARK29.05.2019

PS818524E




10 13


EX.600 STUB GSEP GSEP GSEP GSEP

EX.INVERT OF 600Ø STUB 183.050 FROMDR.14234R25 - STAGE B1 CLASS 2 RRJ CLASS 2 FJ

GJP JP

CRB

CLASS 3 RRJ

180.0

600Ø

1 in 63.2

0.4420.7732.73

(7.768)

184.4

8418

4.770

0.000

183.0

5018

3.050

1.720

1.720

183.3

7525

600Ø

1 in 45.6

0.3910.9093.22

(80.000)

184.5

2818

4.804

7.768

183.1

7318

3.213

1.631

1.591

183.7

7318

3.948

26

600Ø

1 in 35

0.3451.0383.67

(80.000)

186.8

1718

6.557

87.79

018

4.967

185.3

281.5

891.2

2918

5.567

185.5

90

27 28

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(Reach Length)

DATUM

600Ø

1 in 43.3

0.1640.934

3.3

(69.620)18

9.109

188.8

7016

7.768

187.6

1418

7.634

1.256

1.236

188.2

1418

8.335

28

375Ø

1 in 68

0.0870.2131.93

(34.484)

190.5

1419

0.514

237.3

8818

9.242

189.4

281.2

721.0

8618

9.842

189.8

47

29

375Ø

1 in 241

0.0880.1131.02

(14.932)

191.5

4519

1.527

271.8

7218

9.935

189.9

551.5

921.5

7219

0.310

190.3

9419

0.376

30

191.2

6619

1.246

286.8

0419

0.017

1.229

190.4

1319

0.499

31

CLASS 2 RRJ CLASS 2 RRJ CLASS 2 RRJ

3m 375Ø STUB AT 1 in 300


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet

P3 E2 402 D



A.WILTSHIRE

J.SPARK29.05.2019

PS818524E




11 13



EXISTINGDRAINAGE

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(Reach Length)

DATUM

GSEP SEP GSEP SEP EX.SEP EX.GP EX.GP EX.GP



ASPIRINGDRIVE

ASPIRINGDRIVE

CRB

CLASS 3 RRJ

CRB

CLASS 3 RRJ

177.0

450Ø

1 in 40.3

0.6420.4492.83

(30.284)

184.5

3818

4.618

0.000

182.6

7518

3.225

1.943

1.393

183.5

7518

3.730

2

450Ø

1 in 39.9

0.6430.4522.84

(10.052)

185.3

4718

5.318

30.28

418

3.977

183.9

971.3

411.3

2118

5.163

185.3

18

42

450Ø

1 in 40.1

0.6440.4502.83

(9.222)

185.5

6818

5.568

40.33

618

4.249

184.2

691.3

191.2

9918

5.454

185.5

68

43

185.6

9718

5.697

49.55

818

4.499

1.198

185.5

8618

5.697

44

179.0

300Ø

1 in 201

0.0520.0680.96

(8.458)

186.8

1718

6.557

0.000

184.9

6718

5.315

1.589

1.242

185.5

6718

5.591

27

186.6

1318

6.557

8.458

185.3

571.2

0018

5.657

185.8

39

40

181.0

300Ø

1 in 201

0.0980.0680.97

(8.441)

189.1

1418

8.878

0.000

187.6

1418

7.634

1.264

1.244

188.2

1418

8.337

28

188.9

1118

8.876

8.441

187.6

761.2

0018

8.423

188.7

02

41

177.0

225Ø

1 in 299

0.0220.0260.65

(34.740)

184.5

2818

4.804

0.000

183.1

931.6

1118

3.968

26

225Ø

1 in 297

0.0080.0421.06

(15.455)

184.9

5318

5.172

34.74

018

3.309

183.3

291.8

631.8

4318

4.034

184.0

6718

4.063

34

225Ø

1 in 299

0.0080.0260.65

(20.005)

184.4

5918

4.831

50.19

418

3.381

183.4

011.4

501.4

3018

4.065

35

225Ø

1 in 298

0.0080.0260.65

(13.993)

184.0

4418

4.402

70.19

918

3.468

183.4

880.9

340.9

1418

4.067

36

225Ø

1 in 287

0.0080.0270.67

(2.008)

183.9

6618

4.095

84.19

218

3.535

183.5

550.5

600.5

4018

4.067

37

184.0

6718

4.067

86.20

018

3.562

0.505

184.0

67

38

ELEC

TRIC

ITY

125m

m IL

184.1

58TE

LSTR

A 50

mm IL

184.1

58

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(Reach Length)

DATUM


CLASS 2 RRJOR

STORMPRO/BLACKMAX


GJP GJP GJP GJP GJPGSEP

183.1

731.6

3118

3.773

183.0

300Ø

1 in 100

0.0070.0971.37

(8.063)

190.5

1419

0.514

0.000

189.2

4218

9.264

1.272

1.250

189.8

4218

9.628

29

190.2

4519

0.520

8.063

189.3

451.1

7518

9.628

42

SEP GSEP

ASPIRING DRIVE

REV D

CRB

CLASS 3 RRJ


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet

1702011 E2 403 D



A.WILTSHIRE

J.SPARK29.05.2019

PS818524E




12 13



PIT SCHEDULE

NOTES1. SETOUT LEVEL TO PIT COVER LEVEL2. COVER LEVELS ARE APPROX ONLY AND SHOULD BE CONSTRUCTED TO SUIT FINISHED SURFACE3. PITS IN NON TRAFFICABLE AREAS TO HAVE FIBREGLASS LIDS AND SURROUNDS AS PER THE IDM STANDARD DRAWING

PIT SCHEDULEPIT

NUMBERTYPE INTERNAL INLET OUTLET F.S.L. DEPTH

(m)REMARKS

WIDTH(mm)

LENGTH (mm) DIAMETER(mm)

INV. RL.(m)

DIAMETER(mm)

INV. RL.(m)

EX.1 EX. SIDE ENTRY PIT 1500 900 900 182.458 184.583 2.125 EXISTING IDM STD DRG - SD420EX.2 EX. SIDE ENTRY PIT 1500 900 900 182.750 900 182.675 184.618 1.943 EXISTING IDM STD DRG - SD420

450 183.225EX.3 EX. SIDE ENTRY PIT 1500 1200 900 183.070 900 183.050 184.779 1.729 EXISTING IDM STD DRG - SD480 with FIBREGLASS LIDEX.4 EX.GRATED JUNCTION PIT 1200 1200 900 183.163 900 183.143 184.867 1.724 EXISTING IDM STD DRG - SD480 with FIBREGLASS LIDEX.5 EX.GRATED JUNCTION PIT 900 1200 675 183.384 900 183.342 184.97 1.628 EXISTING COUNCIL STD DRG -SD28

375 184.096EX.6 EX.GRATED JUNCTION PIT 600 900 450 184.440 675 183.0417 185.019 1.602 EXISTING COUNCIL STD DRG -SD28EX.7 EX.GRATED JUNCTION PIT 600 900 450 184.850 450 184.8 185.624 0.824 EXISTING COUNCIL STD DRG -SD28EX.8 EX.GRATED JUNCTION PIT 600 900 450 185.350 450 184.25 186.991 1.741 EXISTING COUNCIL STD DRG -SD28EX.9 EX.GRATED JUNCTION PIT 600 900 450 185.620 450 185.55 187.615 2.065 EXISTING COUNCIL STD DRG -SD28EX.10 EX.GRATED JUNCTION PIT 600 900 375 185.990 450 185.94 187.728 1.788 EXISTING COUNCIL STD DRG -SD28EX.11 EX.GRATED JUNCTION PIT 600 900 375 186.170 375 186.07 187.777 1.707 EXISTING COUNCIL STD DRG -SD28EX.12 EX.GRATED JUNCTION PIT 600 900 375 186.49 188.588 2.098 EXISTING COUNCIL STD DRG -SD28

13 GRATED JUNCTION PIT 600 600 375 184.31 375 184.29 185.176 0.886 IDM STD DRG -SD425 with GRATED LID










EX.25 EX.600 STUB 600 183.050

26 SIDE ENTRY PIT 900 900 600 183.213 600 183.173 184.804 1.631 EXISTING IDM STD DRG - SD480 with FIBREGLASS LID

225 183.19327 SIDE ENTRY PIT 600 900 600 185.328 600 185.967 186.557 1.582 EXISTING IDM STD DRG - SD480 with FIBREGLASS LID



375 189.262300 189.264

30 GRATED JUNCTION PIT 600 900 375 189.955 375 189.935 191.527 1.592 IDM STD DRG -SD426 with GRATED LID31 JUNCTION PIT 600 900 375 190.037 375 190.017 191.246 1.229 IDM STD DRG -SD425





38 GRATED JUNCTION PIT 450 450 225 184.140 184.067 0.505 IDM STD DRG -SD425 with GRATED LID

40 SIDE ENTRY PIT 600 900 300 185.357 186.557 1.200 REFER IDM STD DRG - SD481

41 SIDE ENTRY PIT 600 900 300 187.676 188.876 1.200 REFER IDM STD DRG - SD481

42 GRATED SIDE ENTRY PIT 600 900 300 189.345 190.520 1.175 REFER IDM STD DRG - SD440

EX.42 EX.GRATED JUNCTION PIT 600 900 450 183.997 450 183.977 185.318 1.341 EXISTING IDM STD DRG - SD420EX.43 EX.GRATED JUNCTION PIT 600 900 450 184.269 450 184.249 185.568 1.319 EXISTING IDM STD DRG - SD420EX.44 EX.GRATED JUNCTION PIT 600 900 450 184.499 185.697 1.198 EXISTING IDM STD DRG - SD420

REV D

REV D


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet

1702011 E2 404 D

VIEWPOINT ESTATEINTEGRA PTY LTDCITY OF GREATER BENDIGO PIT SCHEDULE


A.WILTSHIRE

J.SPARK29.05.2019

PS818524E




13 13

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